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Permit D12-178 - MCDONALD'S - IMPROVEMENT
MCDONALDS 16501 SOUTHCENTER PY D12-178 City off ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 5379200282 Address: 16501 SOUTHCENTER PY TUKW Suite No: Project Name: MCDONALDS Permit Number: D12 -178 Issue Date: 08/14/2012 Permit Expires On: 02/10/2013 Owner: Name: MCDONALD'S CORP 046 -0069 Address: PO BOX 182571 , COLUMBUS OH 43218 Contact Person: Name: DEREK C SMITH Address: 5209 LAKE WASHINGTON BL NE, STE 200 , KIRKLAND WA 980334 Contractor: Name: DB GENERAL CONTRACTORS INC Address: 3320 WEST VALLEY HY D -106 , AUBURN WA 98001 Contractor License No: DBGENGC943O9 Lender: Name: Address: Phone: 425 827 -2100 Phone: 253- 736 -2980 Expiration Date: 09/29/2012 DESCRIPTION OF WORK: WORK TO INCLUDE ELIMINATION OF MANSARD ROOF AND REPLACING WITH PARAPETS, UPDATING RESTROOMS TO MEET ACCESSIBILITY REQUIREMENTS, RESIDING THE WOOD EXTERIOR, AND REMOVING BAY WINDOWS. AESTETIC CHANGES ALSO TO INCLUDE PAINTING THE BUIDING, ADDING UPDATE CORPORATE BRANDING ELEMENTS, OPTIMIZING THE DRIVE -THRU LANE, AND UPDATING THE SITE. Value of Construction: $200,000.00 Fees Collected: $3,794.39 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: VB Occupancy per IBC: 0004 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -178 Printed: 08 -14 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: -1 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Print Name: �a�G 3%n "A l "�/ �/C Date: 0///- This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: The special inspections and verifications for concrete construction shall be required. 6: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by a Washington Association of Building Official Certified welder. 7: The special inspection of bolts to be installed in concrete prior to and during placement of concrete. doc: IBC -7/10 D12 -178 Printed: 08 -14 -2012 8: When special inspection is required, eithWe owner or the registered design professio 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. 9: 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. 10: New suspended ceiling grid and light fixture installations shall meet the non - building structures seismic design requirements of ASCE 7. 11: Partition walls that are tied to the ceiling and all partitions greater than 6 feet in height shall be laterally braced to the building structure. 12: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 13: Notify the City of Tulcwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 14: All wood to remain in placed concrete shall be treated wood. 15: Masonry construction shall be special inspected. 16: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 17: 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. 18: Manufacturers installation instructions shall be available on the job site at the time of inspection. 19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the International Building Code and the Washington State Ventilation and Indoor Air Quality Code. 20: Water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one -third and lower one -third of the water heater's vertical dimension. A minimum distance of 4- inches shall be maintained above the controls with the strapping. 21: 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). 22: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206 - 431 - 3670). 23: Prior to final inspection for this building permit, a copy of the roof membrane manufacturer's warranty certificate shall be provided to the building inspector. 24: 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 Tulcwila 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. 25: ** *PLANNING DEPARTMENT CONDITIONS * ** 26: Signs are not approved as part of this permit. A separate sign permit is required. doc: IBC -7/10 D12 -178 Printed: 08 -14 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: 2s 1Z lllz� X12 (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.: 537920 -0282 16501 Southcenter PKWY, Tukwila, WA 98188 Suite Number: N/A Floor: N/A Tenant Name: McDonald's PROPERTY OWNER Name: Derek C. Smith Name: Adam Brandenburg City: Kirkland State: WA Zip: 98033 Address: 12131 113th Ave. NE. Suite 103 Email: dsmith @flloarch.com City: Kirkland State: WA Zip: 98034 CONTACT PERSON — person receiving all project communication Name: Derek C. Smith Address: 5209 Lake Washington Blvd. NE, Suite 200 City: Kirkland State: WA Zip: 98033 Phone: (425) 827 -2100 Fax: (425) 828 -6899 Email: dsmith @flloarch.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: Address: 5209 Lake Washington Blvd. NE, Suite 200 City: Kirkland State: WA zip: 98033 Phone: (425) 827 -2100 Fax: (425) 828 -6899 City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications \Fonts- Applications On Line12011 Applications \Pennit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh New Tenant: ❑ Yes 121 ..No ARCHITECT OF RECORD Company Name: Freiheit & Ho Architects, Inc., P.S. Architect Name: Riakikzo O. FR.r.U- .1T Address: 5209 Lake Washington Blvd. NE, Suite 200 City: Kirkland State: WA zip: 98033 Phone: (425) 827 -2100 Fax: (425) 828 -6899 Email: FRE.14tE1T@ FNOARLH.cctA ENGINEER OF RECORD Company Name: Dibble Engineers, Inc. Engineer Name: Travis Colliander Address: 1029 Market Street City: Kirkland State: WA Zip: 98033 Phone: (425) 828 -4200 Fax: (425) 827 -6131 Email: Travis @DibbleEngineers.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N lA Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 200,000 Describe the scope of work (please provide detailed information): Work to include eliminating the mansard roof and replacing with parapets, updating the restrooms to meet accessibility requirements. residing the wood exterior removing bay windows, painting the existing building, adding updated corporate branding elements, optimizing the drive -thru lane, and updating the site. Existing Building Valuation: $ 173,000 Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 48 Compact: 0 Handicap: 3 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers g Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Z 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:Wpplications \Forms - Applications On Lme\201 1 Applications \Permn Application Revised - 8 -9 -1 l.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 4,312 0 0 0 V -B A2 rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: 48 Compact: 0 Handicap: 3 Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers g Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes Z 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:Wpplications \Forms - Applications On Lme\201 1 Applications \Permn Application Revised - 8 -9 -1 l.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206 - 433 -0179 Scope of Work (please provide detailed information): ater District ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Se ■er District Tukwila • ❑ ...Sewer Use Certificate ❑ .. Highline El ...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton ❑ .. 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) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that applvl: ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation /Fill - Right -of -way ❑ Non Right -of -way )R1 ❑ ...Total Cut S cubic yards ❑ ...Total Fill 0 cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) El ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ... Hold Harmless — (ROW) ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation 5 Domestic Water E ❑ ...Permanent Water Meter Size... Usk " WO # ❑ ...Temporary Water Meter Size.. t. /k- " WO # ❑ ...Water Only Meter Size vit. " WO # ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications \Porn- Applications On Line\201 1 Applications \Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh 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 1 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN OR AUTHORIZED AGE T:.., Signature: / .,49. ( , Date: 05/25/2012 Print Name: Derek Smith, Freiheit & Ho Architects, Inc., P.S. Day Telephone: (425) 827 -2100 Mailing Address: 5209 Lake Washington Blvd. NE, Suite 200 Kirkland WA 98033 City State Zip H:\Applications \Forms - Applications On Line\2011 Applications \Pernut Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 4 of 4 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 5379200282 Permit Number: D12 -178 Address: 16501 SOUTHCENTER PY TUKW Status: APPROVED Suite No: Applied Date: 05/25/2012 Applicant: MCDONALDS Issue Date: Receipt No.: R12 -02340 Payment Amount: $2,301.40 Initials: WER Payment Date: 08/13/2012 05:01 PM User ID: 1655 Balance: $0.00 Payee: DB GENERAL CONTRACRTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 10586 2,301.40 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 STATE BUILDING SURCHARGE 640.237.114 Total: $2,301.40 2,296.90 4.50 doc: Receipt-06 Printed: 08 -13 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 5379200282 ' Permit Number: D12-178 Address: 16501 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 05/25/2012 Applicant: MCDONALDS Issue Date: Receipt No.: R12 -01700 Payment Amount: $1,492.99 Initials: JEM Payment Date: 05/25/2012 01:10 PM User ID: 1165 Balance: $2,301.40 Payee: FREIHEIT AND HO ARCHITECTS INC., PS TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 19799 1,492.99 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 1,492.99 Total: $1,492.99 doc: Receiot -06 Printed: 05 -25 -2012 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO.. CITY OF TUKWILA BUILDING DIVISION E" 6300 Southcenter Blvd., #100, Tukwila. WA 98188. . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Proja ``�� Type oElnspectio : 4 Address:. Sc I J* J (.$0 0 ( . Date Called: Special Instructions: J 0C1-6_ -5— Chi Date Wanted:. . �,.a:rn.. Requester: N o : _".j Approved per applicable codes. El Corrections required prior to approval. COMMENTS: ()Pnue-1-w per� p sperm 0A - r Inspector: A Date REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be :. paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;. .INSPECTION RECORD Retain a copy with permit, INSPECTION NO.. r;. `. PERMIT NO. CITY OF`'TUKWILA BUILDING DIVISION c 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit inspection Request Line (206) 431 -2451 Project ..1 • Type o . ,Inspection: ., Address: .... tt - ,. 1 . O 6 =- D'-` r AvAi Date Called: ,--r_A i-P.t ✓ e --_SJ, j(, AML iu to ,, Special Instructions: - • 1 t Date Wanted.. ` � ` _ t�J l a,m p.m. Requester: N k Phone No: , n 3 co,6' -5-5-1 —3'737 0 Approved per applicable codes. Corrections required prior to approval. S. COMMENTS: ( N A :=-A � ~�JOMP N\J `gip ' AU 1 (9.tAiA cSS :,: AA o !'kt .5r` S1 10 E. ier-L-61---tAtei /t, I SC u r : :17-e ,--r_A i-P.t ✓ e --_SJ, j(, AML iu to ,, '✓) -=:AJ r S a box, o e.-c_J. - '2--70A-6-kA:6 GA1A-6k ' ('Zi7 Q`" N k Inspector: . Y 10D 0 REINSPECTION FEE REQUIRED. Prior to paid at 6300 Southcenter Blvd., Suite 100. Date:��r� f _ I next inspection, fee must be Call to schedule reinspection. _ INSPECTION RECORD Retain a copy with permit ,INSPECTION NO. : PERMIT NO. G CITY-OF- TUKWILA BUILDING ;DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project : - . :: r00. 6O k A L Oc Type of Inspection: :._ L A Z t R1 G" `' NJ n t_ Address.'' : • 1 ."'.e3 t nrar PN Date Called: Spkcial.Instructions: Date Wanted :. t0 —t"? —17 /a.m. (P_m. Requester,: Phone No: :Approved per applicable codes. orrections required prior to approval. COMMENTS: rA (e( !-/ ANT L.4 S TR:7 > t f ` A ..__- i Je p - r-P 72't Inspector :. 1%k er Date: r1i 0 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 r, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 D'2-\7a Project: 11'x' �0,..1Ai..b5 Type of Inspection: S1 t -50FNI ' C���l..z� C. Address: J SO l sic (-4 Date Called: Special Instructions: j 06,SCX,3-01 Date Wanted:. q- 2 n -)2 a.m. p.m:, Requester: Phone No: 2.-.G( -571 -5 39 C. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ce-4 k ,)/.c} l%� S . Inspect6r: REINSPECTION FEE REQUIRED- rior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431-2451 6/2-178 Project: Type of Inspection: Address: /&-.5c)/ .S-o r'Acr- >vy Date Called: Special Instructions: Date Wanted: . m. 9— 2 7 /2 Cam. Requester: Phone No: cR06-S7/ -5 ,?c 6 'Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: A--A - dr-12-iid n REINSPECTION FE REQUIRED. for to next inspection. fee must be paid at 6300 Southcenter BIv uite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT N0:"'' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 F.,� .(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: letlr 66IJAl-4S Type of Inspection: F RAn-ti( kj c. - Address: 'I (-,S6 i S A37- r' Date Called: Special Instructions: Date Wanted:. . - 3 - - - -.. a:m. .COW' Requester: Phone No: UC---S7I-S 34l- JApproved per applicable codes. Corrections required' prior to approval: COMMENTS: fl A T \, A - -O A CC--. , ..P M A ›efAi P c--;:.pa 1/4 417_,r- Dater n REINSPECTION FEE REQUIR, D. Prior to next inspection, fee.Must "be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 J206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 .13/2-, 7 Project: 11 ?('DOA/ 40a Type of Inspection: c-; 7 el itreAl 6 Address: /650/ SC 0A)/ 73e/ Date Called: Special Instructions: Date Wanted:. 9 -2o -/Z /a.m: \p_m. Requester: Phone No: iappli able codes. Corrections required prior to approval. k COMMENTS: p S' { t : u : CI ...A tom% "t . % A L n 1)t, 1 /VI A c• c I A S .,, v .: A Inspector: f t j Date() "2— i( 2 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. P 1tMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V14--- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project' Air /) , 0 r Type of Inspe 1/ tiion: 1 / a Addrejss. ( / c 1t V Date Ca led: S ecial Instructions: Date Wante Requester: PhoniJ 7 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 7) /I it;;;4.( Datt), / REIN PECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Inspector: INSPECTION RECORD' Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: /2f)1 /A Type of Inspection: / Address C' J /6 SD) 6,4 i%,-. Date ailed: t... Special Instructions: Date Wanted:. a. . 10 / Requester: Phone No: 2 f_ ii (, - . ' 5 7 A - 5- IY‘'', ElApproved per applicable codes. Corrections required prior to approval. 4_ COMMENTS: r Inspector: Date :qd3 J n REINSPECTION F REQUIRE . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1)12-1 -78 Project: Type of Inspection: Address: le`50 ► SoC' +per Date Called` 1--e-a kt, . �� Special Instructions: Al"- Date Wanted:. 9 � 1 2 a.m: p. Requester: Phone No: az) G -57J-3L Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 0A' Date: / J 4/70-7 n REINS ECTION FEE REQ RED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule,reinspection. INSPECTION RECORD Retain a copy with permit INSPECTIO NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 tz, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 • Project: fl fl Dovv.,, A c c Type of Inspection: i'l 0, Its.)M i Cj,e -On 1, Address: Date Called: Special Instructions: Date Wanted: 01. a.m. D� P.m. Requester: Phone No: pt EiApproved per applicable codes. /4/4 f-":„, ---4.( 5. 4,02 007 'A > I A-7,2 , / S rte,/- - A, /r� Z.- .G,r // C COMMENTS: Corrections required prior to approval. REINPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •" . INSPECTION RECORD-," Retain -a copy with permit INSPECTION NO. PERMIT NO. o r r f .D12 -11p) CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 e.2— 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: r1C bUNnL Type of Inspection: WIN k 1-.1Z 'tl ((QC. /Sge Address: 1 650 1 o(..Dt-SC 1 Date Called: Special Instructions: Date Wanted:. e-30- 1"Z. a,m. fp m, Requester: Phone No: 2 • S71_.53ciL JApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: `. /.ketip Inspector 1,1 Date/, ri REIIVSPECTION FEE4REQUIRED Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. � INSPECTION RECORD Retain a copy with permit INSPECTI I1T' 0. CITY OF TUKWILA BUILDING DIVISION . 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451. ij Dig -178 PERMIT NO. Project: (}'Y@ ,1 \ �O J1 A L I G Type of Inspection: I-2 A 6.1 1.4 Address: 1 (4°O( SoC., +42-f Date Called: Special Instructions: Date Wanted:. G'g'-Zcj -12-* 5 rri: p.m. Requester: Phone No: BOG- 571 --535 Cs Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: pp ,,,[ 6#(- . 'e4 19.1,09 ! <' / '4/-1'1'1 • e°4-1 REINSPECTION FEE ; QUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter.Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION '6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206 431 -3670 Permit Inspection Request Line (206) 431 -2451 rG, Project: 6'10 bC .N 4i .i\ ' . Type of Inspection: I R R -4-1 i .� r - S. Address: - - ' Date "Called: p y • Special Instructions=_ - Date Wanted:. -Z'_ r 2 i.m. p.m.. Requester - . ..4 p— f— Phone N/ o: t ° C .. " ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: / /!' a �+ - •,- n/..g�4.:.:: :.,: p y • J�\. y t a . 7�x_ se. ✓,./1/7..p- e T .. 1 %2i. ' fie 01 • I_ .'w / i f J a .i:i1:51 PL LL4G 71�iiliiy.:.yit tiCeJl• raw. ,(�°j� r }• 4 / -4.-N AA, r ..- ,_ F t`. --Si Inspector: Date: n REINSPECTION FEE REQUIRED :Prior to next inspection, fee must be . paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1OT WATER GENERATION AND )ISTRIBUTION SYSTEMS SHALL BE >UFFICIENT TO MEET THE PEAK HOT HATER DEMANDS THROUGHOUT THE :OOD ESTABLISHMENT. PLUMBING SYSTEMS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED ACCORDING TO LAW (APPLICABLE LOCAL, STATE, AND FEDERAL STATUES, REGULATIONS AND ORDINANCES) 2ESTROOM 8 KITCHEN HAND WASH SINKS SHALL BE :QUIPPED TO PROVIDE WATER ATA TEMPERATURE )FAT LEAST 100 DEGREES FAHRENHEIT THROUGH A 4IXING VALVE OR COMBINATION FAUCET. SELF :LOSING OR METERING FAUCETS SHALL PROVIDE A :LOW OF WATER FOR AT LEAST 15 SECONDS. .t is strongly recommended that hot water for ll,e restroom hand wash sinks be plumbed From the main hot water heater ...instead of using an instant warm type water heater unit under each sink. if a Appggean o c: pY 0266 - 556 -1 d FREEZER COOLER MEETING ROOM STORAGE Fy:.,CREW � =i00M �V CASHIER NEW URINAL MEN'S WOMEN ri I OFFICE NEW LAVATORY (I3tlST) { NEW LAVATORY — HAND SINK (EXIST) KITCHEN STAINLESS STEEL PANELS OVER FRP FINISH. cE 5 HAND SINK 2 ( EXI5T) DINING 01 n 1 11 II 1 4 11 NEW HAND SINK. JII • 1.• ACCENT WALL TILE - EUROWE5T DECORATIVE SURFACES ,-;/".17-71:7-1 ( m,. FEEL/ TASTE I0X50— BLACK CLIS,TjO,MER SE jvac•E I 5EE0 FLOOR TILE— E j! ' EUROWEST DECORATIVE VAPACES 6X24 — WALNUT rJ 1 ➢ A 1 I I II 1 I 1 1 1 11 I n S I I_ _I II II II II II 1 .__ .... rv— a- uv ",.OJji APPROVED ti PREveEENTE R u n n II II II II II II i_&- DINING _y r7'�a wr Lam= e; A nq F.(?WERATIONAL INSPECTION BY Freiheit hitects &Ho 8 arc x.. ,. ranoi! 20M a 424 447 7 22 Wrt: nre: IIF..�.ia�es••b rte... JUL 2 5 2012 Public Health- Seattle County TO OPERATION. APPLICANT PLAN SET IS REQUIRED TO BE AVAILABLE ON SITE DURING THAT INSPECTION. `b-723e St�tl *S$6' Pe bAnur.G1 k= dl { 11 I 1 11 1 p 11 r = °1 J • (� U ECENED AUG 14 2012 PERMIT CENTER FLOOR PLAN SCALE: 918" 29'0" REMODEL OF EXISTING 16501 McDONALD'S RESTAURANT NO CHANGES SHALL BE MADE WITHOUT HEALTH DEPARTMENT APPROVAL Food and Facilities Program 401 Fifth Avenue, Suite 1100 Seattle, WA 98104 -1818 206 - 296 -4632 Fax 206 -296 -0188 TTY Relay: 711 www.kingcounty.gov/health • Public Health Ul Seattle & King County July 25, 2012 Transmitted via electronic mail and US Mail Derek Smith Freiheit & Ho Architects, Inc 5209 Lake Washington Blvd N.E, Ste 200 Kirkland, WA 98033 *KIT & A@! AIECTS JUL 2 2012 RE: Plans and Specifications for: Remodel of existing McDonald's McDonald's at 16501 Southcenter Pkwy, Tukwila, WA 98188 SR1225586 • P/E 6723 (Risk 3; 51 -150) PR0004697 Dear Mr. Smith, The plans and specifications for the above remodel project (relocated fixtures in both restrooms, added a handsink along the front service counter, and installed a new mop sink) have been reviewed and, in accordance with the provisions of Title 5, the Code of the King County Board of Health Rules and Regulations 05 -06 (The Food Code) are hereby APPROVED and subject to the following conditions: • McDonald's is required to voluntarily `self - close' during imminent health hazards such as the lack of hot water of at least 100 degrees Fahrhenheit for handwashing and restrooms not available for your employees. Failure to self -close during a time in which any imminent health hazard is present a higher risk of foodborne illness to occur. • If any imminent health hazard is found, the facility will be closed and the permit suspended. An office hearing and purchase of your permit will be required before the Health Department will allow the business to re -open. • At least one restroom must be open and functional for employee use. Lavatory must have soap and water of at least 100 degrees Fahrenheit. • McDonald's, the contractor and other companies working on the project must make every effort to reduce any cross - contamination of construction debris in all areas where food, food preparation and food service equipment are located. The Health Department . may request at anytime a written documentation that addresses this issue. • No changes shall be made without Health Department approval. This approval letter only addresses the equipment, plumbing fixture locations and finishes. It does not include piping, grease traps, back flow prevention or other piping systems. Your establishment has been assigned the following plan review service number SR1225586. Please use this SR# in all future contact with us. As required in The Food Code, upon completion of the construction, the food service establishment operator /owner shall: 1. Obtain a preoperational inspection approval. Contact Diane Agasid (206- 296 -9750) at least one week in advance to schedule a preoperational inspection. Be sure all other inspections (plumbing, building, etc.) are done before you call the Health Department for an inspection. Please refer to the enclosed Preoperational Checklist for more information. RECEIVE' AUG 14 7 ^ "1 PERMIT Gtt 1 L Your application for a food service establishment permit from Public Health Seattle & King County may be approved during this inspection. However, it is the responsibility of the food service establishment operator /owner to obtain all necessary permits and approvals from other agencies. Operating the establishment without these required permits or approvals may subject the operator /owner to legal action by the appropriate agencies. If the establishment is opened without the Health Department preoperational inspection, it may be subject to closure. Failed preoperational inspections will require a $402.00 fee ( +$201.00 /hr after 2 hours) for a repeat inspection. Please be aware that additional hourly fees will be charged if the total plan review and preoperational inspection goes beyond the base three (3) hours for this remodel project. An invoice will be sent to • you after the preoperational inspection and must be paid immediately. Contact your local building department or water district if pre- treatment facilities are required when wastewater contains more than 100 parts per million by weight of fat, oil or grease of animal, vegetable or mineral petroleum origin. If you have any questions, please don't hesitate to contact me. Thank you for your compliance in this matter and I look forward to seeing you soon. Sincerely, Diane Agasid, R.S. Food and Facilities Plan Reviewer DA Enclosures Cc: Adam Brandenburg, Owner, McDonald's USA 4:: MCDONALTB S SOUTHC NTER TUX- ILA #46-0069 STRUCTURAL CALCULATIONS SOfTHCIENTIER9 WA PREPARED FOR: Freiheit & Ho Architects 5209 Lake Washington Blvd NE Suite 200 Kirkland, Washington 98033 Structural Calculations Project #: 12 -1037 Prepared by Dibble Engineers, Inc. May 25, 2012 REVIEWED F. CODE COMPLIANCE APPROVED JUL 1 1 2012 ail( of Tukwila) BUILDING DIVISION RECEIVLfg CITY OF TV MAY 2 5 2012 PERMIT CENTER 2=7 n ' "iCO S Ril mrr ke) ,cew ®eta SED0M*3 �0 4M0 =O?E3o4MC000 DIBBLE ENGINEERS, INC. MCDONALDS SOUTHCENTER TUKWILA #46 -0069 STRUCTURAL. CALCULATIONS SOUTHCENTER, WA TABLE OF CONTENTS Section Number DESIGN-CRITERIA 1 GRAVITY CALCULATIONS 2 LATERAL 'CALCULATIONS 3 fi DIBBLE ENGINEERS, INC. MCDONALDS SOUTHCENTER TUKWILA #46 -0069 STRUCTURAL CALCULATIONS SOUTHCENTER, WA SECTION 1 DESIGN CRITERIA Dibble Engineers, Inc. - Design Criteria Worksheet Job Name: McDonald's #46,0069 Southcenter Tukwila Project #: -12-1037 Location: -16501 Southcenter Pkway, Tukwila, WA 98188 Building Code: 2009 IBC Permitting Authority: Tukwila, WA Gravity Design Loads: Roof Dead Load Roof Live Load Floor Dead Load Floor Live Load LL Reducible? Partition Load Composite Floor 40 100 nla n/a Foundation: Soil Bearing Press (assumed) Pile Capacity n/a Frost Depth Lateral Earth Pressures: Restrained Unrestrained: Passive Pressure: Friction Coefficient Snow: Ground Snow Load p, 20 Importance Factor Is 1 Snow Load p. 25 Snow Exposure C. 1.00 Thermal Factor Ct -rao psf psf psf psf psf psf psf tons inch pd Pcf Pcf Concrete: Footing: Slab-on-grade: Concrete Beams : Elevated Slabs: Concrete Columns: Concrete Walls: Piles: fc fy 3000 60 •60 n/Ev: n/a n/a n/a 60 . n/a ksi ksi ksi ksi ksi ksi ksi Masonry: Reinforced Masonry fm n a n/a psi Structural Steel: Fy W-shapes: ASTM A Gr ksi Tube/Pipe: ASTM A Gr nla ksi Bolt Type: ASTM A - Bolt Dia inch Lumber : Item: Species & Grade 2x4: HF #2 2x6 & larger 2x 's : HF #2 4x Beams & Post: DF #2 6x Beams & Post : DF #2 Sill Plate Grade: PT HF #2 Fb. Fy 150 150 psi psi psi Psi psi Engineered Wood Products: SWWJ / OWWJ PSL / LSL / LVL Giulam: 2400E-V4 Sheathing (roof) Sheathing (floor) Sheathing (walls) 2900 23/32 psi psi inch inch inch Dibble Engineers, Inc. - Design Criteria Worksheet Job Name: McDonald's .#46- 0069; Southcenter 'Tukwila Project #: 91 -7 us i Location: 16501 Southcenter Pkway, Tukwila, WA 98188 Building Code: 2009 IBC Permitting Authority: Tukwila, WA Lateral Wind: Basic Wind Speed .V (3 -sec gust) Exposure Category_ Importance Factor Imo, Internal Pressure Coefficient GCP; 1.00 Lateral Seismic: Site Class (Assumed) Ss Si F. F„ SDs • 16429:: 0 489P. 1`ooI . 0.953 SD1 Importance Category Seismic Use Group Importance Factor 16 Cs Seismic Design Cat. Basic LFR System 0.493 1.00 0.19 mph 9 9 Interpolated Interpolated Table 1604.5 Section 1616.2 Tables 1616.3(1) & 1616.3(2) 8'?::CMU: Bearing. Wall Masonry.Shear:Walls, R S2 = Analysis Procedure McDonald's Southcenter, WA #46 -0069 DEI: 12 -1037 Seismic Design Parameters: Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Data are based on a 0.05 deg grid spacing Period Centroid Sa (sec) (g) 0.2 .1.429 (Ss) 1.0 0.489 (S1) Period Maximum Sa (sec) (g) 0.2 1.473 (Ss) 1.0 0.507 (Si) Period Minimum Sa (sec) (g) 0.2 1.377 (Ss) 1.0 0.470 (S1) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SMl = Fv x S1 Site Class D Period Centroid Sa (sec) (g) 0.2 1.429 (SMs, Fa = 1.000) 1.0 0.739 (SM1, Fv = 1.511) Period Maximum Sa (sec) (g) 0.2 1.473 (SMs, Fa = 1.000) 1.0 0.760 (SM1, Fv = 1.500) Period Minimum Sa (sec) (g) 0.2 1.377 (SMs, Fa = 1.000) 1.0 0.719 (SM1, Fv = 1.530) 1029 Market Street Kirkland, WA 98033 Page 1 of 1 1.420Conterminous 48 States 2003 NEHRP Seismic Design Provisions Zip Code = 98188 Spectral Response Accelerations SDs and SDI SDs = 2/3 x SMs and SD1 = 2/3 x SM1 Site Class D Period Centroid Sa (sec) (g) 0.2 0.953 (SDs) 1.0 0.493 (SDI } - Period Maximum Sa (sec) (g) 0.2 0.982 (SDs) 1.0 0.507 (SD1) Period Minimum Sa (sec) (g) 0.2 0.918 (SDs) 1.0 0.479 (SD1) P. 425- 828 -4200 F. 425- 827 -6131 DIBBLE ENGINEERS, INC. MCDONALDS SOUTHCENTER TUKWILA #46- 0069 STRUCTURAL CALCULATIONS SOUTHCENTER, WA SECTION 2 GRAVITY CALCULATIONS 1( DIBBLE ENGINEERS, INC. Project ro SuectSubject Sbj v/ T y Project No. — /v37 Sheet No. Date By -4 7- Siolc-.:/ /cc:),-/T Z ZU Air" _ Vc) G�'C X35 Ca ) (8,/ a /() 4-j c �✓© /�%' , - 7 G )= 9.S"! /SS' <a 10 ills - C. AL? 4'3c ' s rv= e- sin s' v A4-r / a Z sc. rT S >A4 fj[...- 4 -7Z:: 4/10 AL-. r/ z_ S,-CD // : - S Title Block Line 1 You can change this area using the "Settings" menu item and then using the Printing & Title Block" selection. Title Block Line 6 Steel Beam Lic. # : KW-06006102 Title : Engineer: Project Desc.: Job # Printed: 22 MAY 2012, 9:45AM Description : New Beam at Storefront Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 ENERCALC, INC, 1983-2011, Build:6.12.4.24, Ver:6.12.4.24 Licensee :'DIBBLE ENGINEERS INC. D(0.455) L(0.155) • Span = 32.0 ft W16x57 Fy : Steel Yield : E: Modulus : Calculations per AISC 360 -05, ASCE 7-05 50.0 ksi 29,000.0 ksi Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.4550, L = 0.1550 k /ft, Service loads entered. Load Factors will be applied for calculations. DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Tributary Width = 1.0 ft 0.951: 1 W16x57 85.400 k -ft 89.784 k -ft +D +L+H 16.000ft Span # 1 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max. " -" Defl Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.168 in Ratio = 0.000 in Ratio = 0.722 in Ratio = 0.000 in Ratio = 2289 0 <600 531 0 <385 Desi • n OK 0.076 : 1 W16x57 10.675 k 141.040 k +D +L+H 32.000 ft Span # 1 Location in Span Load Combination t 0.0000 Vertical Reactions - >Unfactored' Load Combination Support 1 Support 2 0.000 Support notation : Far left is #1 Max. " +" Defl Location in Span 0.0000 Values in KIPS 0.000 Overall MAXimum D Only L Only D+L 10.675 8.195 2.480 10.675 10.675 8.195 2.480 10.675 DIBBLE ENGINEERS, INC. Project c Subject Project No. /a -'037 Sheet No. Date By 2 = /C, 7 A: re,r Iac_ --4 /SC_ 47/- =/? Sao > / 3.7 k C.,�� -- X / • , cD (:) �-.... / , /c-.) . 7 /c 7 k !C.,�. /�, /0 7cc A/ C S''x a ONO /d `70 Sr= < "s or- DIBBLE ENGINEERS, INC. Proojnr ecect , SuSubject Sbject 7c Project No. ' a /( t Sheet No. c-, - Date By = 9, S �r -� = Ze s'�C z..0) - y3O r / \ S ,c./0c) GJiQL.L :7 Ce. �i,/c ,' v 3 "=,sr'� =�c�/ = 3 Ca- r-) L/ A-/ L, C -J tE S („t"; /at i'..3- 41- ._ •4 3 = a- a - ' - = 9C, AGE'" (� L A` Zo .S j" c .4 -,‘./0A/ c - �v ,j_ 7 `jar Title Block Line 1 • You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Masonry Lintel :KW= 06006102 Title : Engineer: Project Desc.: Description : Job # Printed: 22 MAY 2012, 4:42PM File: j:12012 Projects112 -1037 McD #46.0069 Southcenter TukwilalCalculationstsouthcenter ec6 ENERCALC, INC 1983 -2011; Build:6.12.4.24, Ver:6.12.4.24 Existing Lintel at Entry General Information ;Licensee <DIBBL "E:ENGINEERS.INC.% Calculations per, ASCE 7 -05 fm 1,500.0 psi Fs 24,000.0 psi Em =fm 750.0 Wall Wt Muff 1.0 Block Type Normal Wt Lateral Wind Load 15.0 psf Lateral Wall Weiight Seismic Factor 0.330 Calculate & include vertical lintel weight ? Yes Clear Span Lintel Depth Thickness End Fixity Equiv. Solid Thickness Wall Weight E n Ld #1 4 Left Edge 9.50 ft 3.50 ft 8 in Fix -Fix 7.60 in 84.0 psf 1,125.0 ksi 25.778 4 4 4 4 Right Edge 1 # 5 bars a /f, 2 sets used 9.6S Span Leg", Uniform Loads Start X #1 0.0 ft #2 0.0 ft #3 0.0 ft #4 0.0ft DESIGN SUMMARY Rebar Size # Bars E/F Top Clear Btm Clear # Bar Sets. Bar Spacing Shear Reinf Bar Size Shear Reinf Bar Spacing 5 1 4.0 in .4.0 in 2 5.0 in # 3 16.0 in End X Dead Load Lf : Floor Live Lr: Roof Live S : Snow W : Wind E : Earthquake 9.50 ft 0.7150 0.9350 0.0 0.0 ft 0.0 0.0 0.0 0.0 ft 0.0 0.0 0.0 0.0 ft 0.0 0.0 0.0 0.0 0.0 0.0 k/ft 0.0 0.0 0.0 k/ft 0.0 0.0 0.0 kilt 0.0 0.0 0.0 k/ft Maximum Stress Ratios... vertical fb/Fb fv /Fv Vertical Strength As rho np k : ((np) ^2 +2np) ^.5 -np j =1 -k/3 M:mas =Fb k j b d ^2/2 M:Stl = Fs As j d 0.3424 - 1.473 Lateral 0.07229 0.03142 Combined 0.350 : 1.00 1.473 .:1.00 0.620 in ^2 0.002140 0.05516 0.2815 0.9062 57.934 k -ft 42.698 k -ft Detailed Load Combination Results Load Combination +D +D+L+H Maximum Moment Vertical Loads for Load Combination : Lateral Loads for Load Combination : Maximum Shear Vertical Loads for Load Combination : Lateral Loads for Load Combination : Lateral Strength As rho np k : (npA2 +2np) ^.5 -np j =1 -k/3 M:mas =Fb k j b d ^2/2 M:Stl = Fs As j d +D+L+H +D+0.70E+H +D+L+ii +D+0.70E+H Vertical Shear N.G. Actual 14.621 k -ft 0.5108 k -ft Allowable k -ft 42:698 k -ft 7.065 Actual Allowable 31.869 psi 21.639 psi 1.217 psi 38.730 psi (Checking lateral bending for span) 0.620 inA2 0.002339 0.06028 0.2921 0.9026 9.102 k -ft 7.065 k -ft Vertical Lateral Mmax Mallow k -ft k -ft 7.59 42.70 14.62 42.70 fv : Vert Fv : Vert psi psi 16.54 21.64 31.87 21.64 Mactual Mallow k -ft k -ft 0.00 7.07 0.00 7.07 Iv psi 0.00 0.00 Fv psi 38.73 38.73 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Masonty Lintel Lic. # :4M- 06006102 Description : Title : Engineer: Project Desc.: Existing Lintel at Entry Detailed Load Combination Results Load Combination +D+0.750Lr+0.750L +H +D+0.750L+0.750S +H +D +W+H +D- 1.0W+H +D+0.70E+H +D -0.70E +H +D+0.750Lr+0.750L+0.750W+H +D+0.750Lr+0.750L -0.750W+H +D+0.750L+0.750S+0.750W+H +D+0.750L+0.750S -0.750W41 +D+0.750Lr+0.750L+0.5250E+H +D+0.750Lr+0.750L -0.5250E+H +D+0.750L+0.750S+0.5250E*H +0+0.750 L+0.750 S -0.5250 E+H +0.60D +W+H +0.60D- 1.0W+H +0.60D+0.70E+H +0.60D -0.70E+H Job # _. c Printed: 22 MAY 2012, 4:42PM File:1:12012 Projects112- 1037 McD t146.;0069 SOUthbenterTukwilalCelCUlation slsouthcenter.ec6 ENERCALC : INC . 1983.2011, Build:6.12 4.24. Ver..6.12.4.24 ,Licensee : DIBBL E.ENGINEERS INC.: Vertical Lateral Mmax Mallow fv : Vert Fv : Vert Mactual Mallow fv Fv k -ft k -ft psi psi k -ft k -ft psi psi 12,86 42.70 28.04 21.64 0.00. 7.07 0.00 38.73 12.86 42.70 28.04 21.64 0.00 7.07 0.00 38.73 7.59 42.70 16.54 21.64 0.39 7.07 0.94 38.73 7.59 42.70 16:54 21.64 0.39 7.07 0.94 38.73 7.59 42.70 16.54 21.64 0.51 7.07 1.22 38.73 7.59 42.70 16.54 21.64 0.51 7.07 1.22 38.73 12.86 42.70 28.04 21.64 0.30 7.07 0.71 38.73 12.86 42.70 28.04 21.64 0.30 7.07 0.71 38.73 12.86 42.70 28.04 -21.64 0.30 7.07 0.71 38.73 12.86 42.70 28.04 21.64 0.30 7.07 0.71 38.73 12.86 42.70 28.04 .21.64 0.38 7.07 0.91 38.73 12.86 42.70 28.04 21.64 0.38 7.07. 0.91 38.73 12.86 42.70 28.04 .21.64 0.38 7.07 0.91 38.73 12.86 42.70 28.04 .21.64 0.38 7.07 0.91 38.73 4.55 42.70 9.92 21.64 0.39 7.07 0.94 38.73 4.55 42.70 9.92 21.64 0.39 7.07 0.94 38.73 4.55 42.70 9.92 21.64 0.51 7.07 1.22 38.73 -4.55 42.70 9.92 .21.64 0.51 7.07 1.22 38.73 1( DIBBLE ENGINEERS, INC. Pectjro Proect SSubject Subject Project No. - /CD:t7 Sheet No. Date By Y-e�3= a.' L �L L v s' a' C. ' - /r* GJL 7 1..../r" vsc yx / C. Title Block Line 1 You can change this area using the "Settings' menu item and then using the "Printing & Title Block' selection. Title Block Line 6 •Wood "Beam Lic.# :•KW- 06005102 Title : Engineer: Project Desc.: Job # Printed: 23 MAY 2012, 10:18AM File: j ;12012 Projects \121037 McD #460069 SeuttienterTukwilalCalculationtlsouthcenter :ec6"": ENERCALC, INC. 1983-2011, Build:6.12.4.24, Ver..6.12.4.24 Description : New Brand Wall Beam at Entry Material Properties Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7 -05 Wood Species Wood Grade : Hem Fir : No.2 Beam Bracing : Completely Unbraced Fb - Tension Fb - Compr Fc - Prll Fc - Perp Fv Ft 850 psi 850 psi 1300 psi 405 psi 150 psi 525 psi Licensee : DIBBLEENGINEERS:INC. Calculations per NDS 2005, ASCE 7 -05 E : Modulus of Elasticity Ebend- xx 1300 ksi Eminbend - xx 470ksi Density 27.7 pcf • D(0.325 L(0.155) • 'Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.3250, L = 0.1550 , Tributary I._'DESIGNSUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable = Load Combination Location of maximum on span Span # where maximum occurs = Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection.. Max Upward Total Deflection Span = 9.50 ft Service Toads entered. Load Factors will be applied for calculations. Width = 1.0 ft 0.968'1 4x12 894.04 psi 925.52 psi +D+L+H 4.750ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.053 in Ratio = 2149 0.000 in Ratio = 0 <600 0.167 in Ratio = 683 0.000 in Ratio = 0 <600 Design. OK 0.476 : 1 4x12 71.46 psi 150.00 psi +D+L+H 0.000ft Span # 1 , :.OveraIFMazirnum ;Deflections_- ,Urifactored Loads Load Combination Span Max. "Deft Location in Span Load Combination D+L 1 0.1668 .:;Vertical'Reactions - .Unfactored Load Combination Support 1 Support 2 4.798 Support notation : Far left is #1 Max. " +' Defl Location in Span 0.0000 Values in KIPS 0.000 Overall MAXimum D Only L Only D+L 2.316 1.580 0.736 2.316 2.316 1.580 0.736 2.316 DIBBLE ENGINEERS, INC. Project SuSubject Sbject Project No. /a- /0?7 Sheet No. Date By -"77 9 ' C -") zr- ,-- 4.2 z ' C z. c�� = ' /C.,) �c cJL, Ae- 4) • CSC} 444 1<D LC'%.�� --y Ste- , A•C..) � ✓' °i, 7C.c, CO /G 7z /1,4_ °-/ rcl)/ *..:. cz) .3 3/ Title Block Line 1 You can change this area using the "Settings" menu item and then using the Printing & Title Block" selection. Title Block Line 6 WoodLedger : KW- 06006102 Description : Entry Ledger General Information Title : Engineer: Project Desc.: Job# 4 -/C.) Printed: 22 MAY 2012. 4:57Pb1 • File: j:12012 Projects112- 1037McD #46.0069 SouthcentetTukwilalCalculationslsouthcente :ec6' ENERCALC, INC 1983-2011, Build:6.12.4.24, Ver.6.12.4.24 •: L•icensee.:.DIBBLEENGINEERS INC. Calculations per 2005 NDS, ASCE 7.05 Ledger Width Ledger Depth Ledger Wood Species G : Specific Gravity Bolt Diameter Bolt Spacing Cm - Wet Service Factor Ct - Temperature Factor Cg - Group Action Factor C A - Geometry Factor 3.50 in 9.250 in Hem -Fir 0.43 112" in Design Method: ASD (using Service Load Combinations Wood Stress Grade : Hem Fir, No.2 Fb Allow 850 psi Fv Allow 150 psi Fyb : Bolt Bending Yield 45,000 psi . 24.0 in - . Concrete as Main Supporting Member 1.0 1.0 1.0 1.0 Using 6" anchor embedment length in equations. Using dowel bearing stength fixed at 7.5 ksi per NDS Table 11E Uniform Load 24in Bolt Spacing • 24in Bolt Spacing 24In Bolt Spacing Load Data Dead 325.0 pif 0.0 Ibs 0.0 in 0.0 in 0.0 Ibs Uniform Load... Point Load... Spacing Offset Horizontal Shear. DESIGN SUMMARY' Roof Live 0.0 plf 0.0 Ibs 0.0 Ibs Floor Live 155.0 pif 0.0 Ibs 0.0 Ibs Snow 0.0 pif. 0.0 Ibs 0.0 Ibs Wind 0.0 plf 0.0 Ibs 0.0 Ibs Seismic 0.0 plf 0.0 Ibs Maximum Ledger Bending Load Combination .. +D+L+H Moment 1,920.0 ft-lb fb : Actual Stress 38.468 psi Fb. :Allowable Stress 850.0 psi Stress Ratio 0.04526 :1 Maximum Ledger Shear Load Combination... Shear fv : Actual Stress Fv : Allowable Stress Stress Ratio +D+L+H 960.0 Ibs 88.958 psi 150.0 psi 0.5931 :1 Maximum Bolt Bearing Summary Load Combination . . . Max. Vertical Load Bolt Allow Vertical Load Max. Horizontal Load Bolt Allow Horizontal Load Angle of Resultant Diagonal Component Allow Diagonal Bolt Force Stress Ratio, Wood @ Bolt +D+L +H 960.0 Ibs 472.235 Ibs 0.0 Ibs 585.65 Ibs 90.0 deg 960.0 Ibs 491.339 Ibs 1.954 :1 0.0 Ibs Earth 0.0 plf 0.0 Ibs OA Ibs Bolts "Fail Dowel. Bearing Strengths (for specific gravity & bolt diameter) Ledger, Perp to Grain 7,500.0 ksi Ledger, Parallel to Grain 7,500.0 ksi Supporting Member, Perp to Grain 2,550.0 ksi Supporting Member, Parallel to Grain . 4,800.0 ksi Title Block Line 1 • You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 .:............ ... ',Wood Ledger Lic.'# :,KW= 060061.02 Description : Entry Ledger Allowable Bolt Capacity Governing Load Combination .. ±D +L +H Resutant Load Angle : Theta = 90.0 deg Bolt Capacity - Load Perpendicular to Grain Fem 7,500.0 Fes Re .2.941 Rt k1 1.336 k2 Im : Eq 11.3 -1 Rd = Is : Eq 11.3 -2 Rd = II :Eg11.3 -3 Rd= IIIm:Eg11.3 -4 Rd= Ills : Eq 11.3 -5 Rd = IV : Eq 11.3-6 Rd = 2,550.0 Fyb 1.714 1.841 k3 5.0 Z= 5.0 Z= 4.50 Z= 4.0. Z= 4.0 Z = 4.0 Z = Zmin : Basic Design;Value = Reference design value - Perpendicular to Grain Z* CM * CD* Ct * Cg * Cdelta = 472.235 Ibs Title : Engineer: Project Desc.: Job# -�/ Printed: 22 MAY 2012, 4:57PM Fle. j:12012Projects112 -1037 McD #46 -0069 Southcenter Tukwila \ Calculations lsouthcenter.ec6 ENERCALC, INC. 1983-2011. Build:6.12.4.24, Ver:6.12.4.24 Licensee= :'DIBBL.ExENGINEERS INC Note ! Refer to 2005 NDS Section 11.3 for Bolt Capacity calculation method. Ktheta = 1.250 45,000.0 0.7560 0.01bs 892.50 Ibs 1,324.77 Ibs 1,504.99 Ibs 502.0 Ibs 472.235 Ibs 472.235 Ibs Fe theta = 491.339 Bolt Capacity - Load Parallel to Grain Fem , 7,500.0 Fes 4,800.0 Fyb 45,000.0 Re 1.563 Rt 1.714 k1 0.8246 k2 1.289 k3 0.8897 Im :Eg11.3 -1 Rd =.. 5.0 Z= : 0.OIIbs Is : Eq 11.3 -2 Rd = 5.0 Z = 1,680.0 Ibs II : Eq 11.3 -3 Rd = 4.50 Z = ' 1,539.32 Ibs Illm : Eq 11.3-4 Rd = 4.0 Z = . '1,757.75 Ibs Ills : Eq 11.3 -5 Rd = . 4.0 Z = 819.42 Ibs IV : Eq 11.3 -6 Rd = 4.0 Z = 585.65 Ibs 585.6.5 Ibs Zmin Basic Design Value = Reference design value - Parallel to Grain : * CM * CD* Ct * Cg * Cdelta = . 585.65 Ibs • ec anical Anchoring Systems 4.3.5 Kwik Bolt 3 Expansion Anchor Table'19 - Carbon Steel Kwik Bolt 3 Allowable Loads in Grout - Filled Concrete Masonry Units'', 2, 3, 4, 5, 6 Anchor • Diameter in. (mm) Anchor Depth in. (mm) Min. Distance from Edge of Block in. (mm) Tension Ib (kN) Shear Ib (kN) 1 -1/8 (29) 4 (102) 150 1/4 380 (1.7) 12 (305) (0.7) (6.4) 2 (51) 4 (102) 540 (2.4) 445 (2.0) 12 (305) 1 -5/8 (41) 4 (102) 320 (1.4) 735 (3.3) 3/8 12 (305) 340 (1.5) 940 (4.2) (9.5) 2 -1/2 (64) 4 (102) 1010 (4.5) 12 (305) 780 (3.5) 1395 (6.2) 2 -1/4 (57) 4 (102) . 630 (2.8) 830 (3.7) 1/2 (12.7)' 12 (305) 665 (3.0) 16.51 3 -1/2 (89) 4 (102) - 1080.(4.8) --- 12 (305) 905 (4.0) 2375 10.6 . 890 (4.0)�r 2 -3/4 (70) 4 (102). 815 (3.6) 5/8 12 (305) . 865 (3:8) 2165 (9.6) -(15.9) 4 (102) 4. (102) 1240 (5.5) 970 (4.3) 12 (305) 1295 (5.8) 2770 (12.3) . 3- 1/4,(83) 4 (102). . 785 (3.5) 3/4 12 (305) ...., .. 1035.(4.6) .3135 (13.8) (19.1) 4 -3/4 (121) 4 (102) ' 1645 (7,3) 825 (3.7) 12 (305) • . 1710 (7.6) 3305 (14:7.) ' `1 Values are for anchors installed in Type 1.Grade N, lightweight, medium- weight, or normal- weight concrete masonry units conforming to UBC Standard 21 -4. The masonry units must be fully grouted with coarsegrout conforming to UBC Standard 21 -15, Type S, N, or M. Masonry prism compressive strength must be least 1500.psi at the time of installation when tested in accordance with UBC 21 -17. 2 Anchors must be installed a minimum of 1 -3/8 inch from any vertical mortar joint (see figure). Anchor locations are limited to one per masonry cell. Embedment depth is measured from the outside face of the concrete masonry unit. 5 Linear interpolation to determine load values at intermediate edge distances is permitted. 6 All allowable loads based on safety factor of 4.0 Figure 4 - Installation in grout - filled concrete masonry unit 1 Anchor installation is allowed in all non - shaded areas. e_ Hilti, Inc. (US) 1- 800 - 879 -8000 I www.us.hilti.com I en espanol 1 -800- 879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 I www.hiiti.ca I Product Technical Guide 2008 fi DIBBLE ENGINEERS, INC. MCDONALDS :SOUTHCENTER TUKWILA #46 -0069 STRUCTURAL CALCULATIONS SOUTHCENTER, WA SECTION .3 LATERAL CALCULATIONS DIBBLE ENGINEERS, INC. ProjeProject ct'/ p Subject bj uSSect ubj Yom -sf Project No. /z - /c73 Sheet No. L -/ c C. cf:-/ / By a..? /G �..,. � .. , /C'L+/ 34/ K /Sir - /r -/C--� 7- a. FtDcD �>L T /,-/c /cam. -4S a°- = 3 7 9/ < /c% ' LA=SS 1,-//-4 -4/ >-i/t- / C �c;"" .4� /a /c 4,x-4 C , i C . . 7 c . S" r eTice -/ Lt v c��. ( = > /O 4-/C) i r-'d t/- ---4-4-4-44 `/ S /-S C e._cr.7"rata' /?~ X' / s •7-/ r,,/G, _ / /7 9(, ,� --AZ) / 7-- /a AX-- -4 �._ . , /. 4 b/ 5 e,,s -- o /= / T- cL 1( DIBBLE ENGINEERS, INC. Project / , ect bj uSSuect bj -4 _,._ Project No. - /cD37 Sheet No. Date S /z. /pia, By / /' G_:• Ca �` / �-, , 7 /A. / 4,7-- ,e.cC:,/ '_c;' aim 7 L Z d AS r- A�,2 y y '/ r 7' z /C> co. Co /� /rc� -._ , a2 Ga-4 G. C,g L -4 = /4_ C c a ,7-) /a F7 = /8/ v = / 3 S .lac r- �8�z = • yz ks GJr. CD, 7 C'c risk, /e /t.. c.D,3 Ayr') /6 /a //8e N r —T /cc) ,'r�C:), D >a "7' 7-4L,.� s re�A_ t S r ( 7U ' r Z t- / / Fr-Z 7. Z is / E-7/4- P7-- Z3 Ze3 At McDonald's Southcenter/Tukwila Job #: #12 -1037 Occupancy Category II Table 1 -1 Seismic Design Category D Table 11.6 -1 & 11.6 -2 (loading in N/S includes new addition) Building Weight Long. = i; ;:232:2 +k Building Weight Trans. 232.2: k 'SeismIcBase:Sheari4a'eW? -fit Equivalent Lateral Force Procedure per ASCE 7 -05 R= 1= SDS = (2/3)'Fa S. Ss = F. = SDS = 5 't429: Per Table 12.2 -1 Per Table 11.5 -1 Per USGS 1. Per Table 11.4 -1 0.953 SDI = (2/3) FvS, SI = Fv = 0.489. '1 :51;1: Per USGS Table 11.4 -2 SDI = 0.493 Cs = Sps/(R/I) Cs = 0.190533 Not Less Than: C. min = .01 or if SI is equal to or greater than .6 then Cs = 0.5S1/(R/I) C.min= 0.01 Not Greater Than: If T <= TL C. max = SDI/T(R/I) T= Ta= CI(hn)x If T > Tr. p.m.= SDI(TL)/T2(R/I) C. max = 14.21043 (Use C. = 0.1905331 ISelsmlcBase :Shear (Long) =' r44.24-..k Seismic.Base Shear, (Trans.)= : -44:24 k (Base Shear in Strength) EASD (Long.)= EASD (Trans.)= 30.97 k 30.97 k T= 0.173319 Ct = A.02 Table 12.8 -2 x =.0:75 '`- `Table 12.8 -2 h.= ;17:8 i.;' ft TL= 16 Figure 22 -15 L-� Project j Subject SubjeIX Subj McDonald's Southcenter/Tukwila McDonald's Southcenter/Tukwila Lateral Design Lateral Design Project No. #12 -1037 Sheet No. Li L- Date May -12 By BSB Lateral Load Review - Wind Wind V = 85 mph (3 -sec gust); Ht max = 18 ft; Mean Roof Height = Exposure B ; Flat Roof 0 to 12 (0 = 0 degrees) Use Equivalent Lateral Force Analysis Per ASCE 7 -05 Section 6.5 p = qh [( GCpf ) - ( GCpi )] (psf) qZ = 0.00256* KZ'* Kr'* Kd * V2* I Forz =h= 12.0ft Zone 1 = 0.4 Zone El = 0.61 Kh = 0.85 Km = 1.0 Kd = 0.85 (table 6 -3) ( ASCE 7egn6 -18) ( ASCE 7egn6 -15) V = 85 I„ = 1.0 qh= 0.00256 *(0.85' *1 *0.85) *85 1'2 *1 = Zone External Pressure Coefficients per Figure 6 -10 GCpf Roof comer (zone 2E + 3E)= GCpfcomer (zone 1E4 4E)= GCpfRwfTypicai (zone2 +3)= GCpfTrpiwi (zone'1 + 4)= GCPfupi (zone 2)= -0.7 psf GCPi = +/- 0.18 FR Fu FM :Zone 2 = -0.69 Zone 2E = -1.07 2E -3E= '1E -4E= .2• -.3 1 4= Zone 3 = -0.37 Zone 3E = -0.53 0.54 psf 1.04 psf 0.32 psf 0.69 psf Proof comer = 13.36 psf* [ 0.54 - ( -0.18 )] = Pcomer = 13.36 psf * [ 1.04 - (- 0.18 )] = Proof typical = '13.36 psf * [ 0.32 - ( -0:18 )] = Ptypiwi = '13.36 psf' * [ 0.69 - ( -0:18 )] = Pura = 13.36 psf'* [ -0.69 - 0:18 ] = 6ft 12 ft Oft Oft 9.6216 psf 16.303 psf 6.6817 psf 11.626 psf - 11.626 psf -11.63 psf + 0.6 (20 psf) = 13.36 psf Zone 4 = -0.29 .Zone 4E = -0.43 ( ASCE 7 figure 6 =10 ) ( ASCE 7 figure 6-10 ) ( ASCE 7 figure 6 -10) ( ASCE 7 figure 6-10 ) ( ASCE 7 figure 6.10) ( ASCE 7 figure 6 -5 ) 0.37 FRCOmer = 16.303psf ( 6ft ) +16.303psf (6) = FRh'P"a' = 11.626psf ( 6ft ) + 11.626psf (6) = Fuwmer = 16.303psf ( 6ft ) = Fu YP "ai = 11.626psf ( 6ft ) = FMwmer = 16.303psf ( Oft ) = Fm" cal = 11.626psf ( Oft ) = 12 ft = => net uplift 195.6 plf 139.5 plf 0 plf 0 plf 0 plf 0 plf DIBBLE ENGINEERS, INC. Project Subject Subject Subj Wipd v cot ' House Dimensions: McDonald's Southcenterlfukwila McDonald's Southcenter/Tukwila Lateral Design Lateral Design Roof: 98.00 ft x 48.0 ft Main Floor: 0.00 ft x 0 ft Lower Floor: 0.00 ft x 0 ft Project No. #12 -1037 Sheet No. L- Date May -12 By BSB Upper Floor - Find a: Smaller of 0.1( 48ft ) or 0.4( 12ft ) and not less than 0.04( 48ft ) or 3ft a = 4.8 ft 2a = 9.6 ft Main Floor - Find a: Smaller of 0.1( Oft ) or 0.4( 12ft) and not less than 0.04( Oft ) or 3ft a= 3ft 2a= 6ft Lower Floor - Find a: Smaller of 0.1( Oft) or 0.4( 12ft ) and not less than 0.04( Oft ) or 3ft a= 3ft 2a= 6ft WIND BASE SHEARS: VbN/s= [( 195.6plf x 2 x 9.6ft ) + ( 139.5plfx(48ft - 19.2ft ))] + [(Oplf x.2 x 6ft )+ (Oplf x (Oft -12ft) )] + [(Oplfx,2x 6ft ) +(Oplfx( Oft - 12ft ).)] Vbws = 7,773Ibs VbEm= [(195.6plfx2x9 .6ft ) +(139.5plfx(98ft - 19.2ft ))] +[(Oplfx2x6ft) +(Oplfx(Oft- 12ft))] +[(Oplfx2x6ft) +(Oplfx(Oft- 12ft))] VbEm.= 14,748 Ibs DIBBLE ENGINEERS, INC. Projenoje�r ' � c' ' O Subject ubject Project No. /c— id �7 Sheet No. —Co Date By /1/, 7 ■1/4: / / _ 2 ' Cis. - //' P k. e, / c /s-. 3 i. �•�- IC�V�JJ 4-L S Title : Dsgnr: Description : Scope : L-7 Job # Date: 2:22PM, 24 MAY 12 Rev: 580003 User: KW -0606102, Ver 5.8.0, 1- Dec -2003 (c)1983-2003 ENERCALC Engineering Software Masonry Pier Analysis & Design Page 1 cmu walls.ecw:Calculations Description New 5' Wall General Information Total Lateral Force Seismic Zone Load Duration Factor 7.00 k 4 1.33 Moduli: Em = fm * Moduli: Ev = Em * 900.00 0.40 11 Shear Pier Data Pier Height Pier Length Wall Thickness "j" : Depth Mult. Pier Fixity fm Fs Sp Insp Grout Spacing Pier #1 12.00 ft 5.00 ft 8 in 0.90 Fix -Fix 1,500 psi 24,000 psi No 8 in Analysis Data Height/Length (H /L) ^3 Rel. Defl Sum Rigidity Rigidity = .001 /Defl % Force to Pier Shear to Pier Relative Defl` 10 1'5 M / (V`Depth) Em Ev Summary Shear Reinforcing... fv=V/(12*estid) 25.58 psi Fv: w/o Reinf. 23.28 psi Fv: w/ Reinf. 38.63 psi Horiz. Shear Av Req'd 0.066 in ^2 /ft Pier #1 2.4000 13.8240 1.9467 513.70 513.699 1.00 7.000 k 0.00 in 1.333 1350,000.0 540,000.0 psi psi Pier #1 Bending Reinforcing... Moment @ End "d" to tension As Bending As Req'd 42.00 k -ft 4.50 ft 0.29 in2 DIBBLE ENGINEERS, INC. Project Subject Project No. #12-1037 Sheet No. McDonald's Southcenter Date 3/2012 Lateral Design By Masonry Shearwall Peskin New 5' Wall Nominal wall thinkness = 8 in SDS = 0.953 t= 7.625 in p = 1.3 fin= 1,500 psi Em = 900"fm= 1,350,000 psi Wall Weight = 90 psf Es = 29,000,000 psi h 1 Fs = 24,000 psi n=Es/Em= .21.5 ',•••,,,,,,:4,,,,t1m. r=0.291= 2.21125 in d = L-4"= 56 in L h = Wall Height = 12 ft hp = Height of parapet) = 0 ft L = Wall Length = 5 ft Axial Loads DL = 20 psf SL = 25 psf PDT = DL*Trib + (wall weight)*L*(h+hp) = 5I-*Trib Seismic Loads VE p *.1.5= ME* P = .13,650 lbs 109,200 #-ft Load Combinations (ASCE 7-05 Sec. 12.4.2.3) PCOMb 5 = (1+0.14*SD5)PDL 0.7*p*E Pcomb 6 = (1+0.105*Sos)Pm. + 0.525*p*E + 0.75Psi. Pcomb = (0 .6+0.14*SDS)Poi. + 0.7*p*E = 3,990 lbs Vcomb 8 = 13,650 lbs Mcomb8 = 109,200 #-ft (assumes one bar) Trib (roof framing to wall)= 2.00 ft2 5440 lbs 50 lbs (ASD force level) (ASD force level) • 6,166 lbs Vcomb 5 = 13,650 lbs Mcomb 5 = 109,200 #-ft • 6,022 lbs Vcomb 6 = 10,238 lbs Moomb 6 = 81,900 #-ft <-Pmax <- Pmin DIBBLE ENGINEERS, INC. Project Subject Project No. #12 -1037 Sheet No. McDonald's Southcenter Date 3/2012 By Lateral Design Axial & Flexural Stresses (per ACI 530 -05 Sec. 2.2.3:1) P= 3,990 Ibs M= 109,200 # -ft h /r= 65.1215 h/r < 99 then Fa = 0.25 *fm[1 -(h /140 *r)2] h/r > 99 then Fa = 0.25 *f 2 Avian =t *L= Swau =t *L2 /6= 457.5 in2 4575 in3 fa =P /A= 8.72 psi Fa = 293.86 psi fa < Fa => O.K. fb =M /S= 286.43 psi Fb = (1 /3) *fm = 500.00 psi fb < Fb No tension occurs, no tension steel req'd fa/Fa + fb/Fb = 0.60 i < 1 O.K. Pe = (II2 *Em *In /h2) *(1- 0.577e/r)3 I„ = t *L3/12 = 137250 in4 e = eccentricity of axial load = 1 in Pe = 35564964,lbs (1 /4)Pe = 8891241Ibs Pmax < (174)Pe => O.K. . Pmax= 6,166 Title : Dsgnr: Description : Scope : Job # Date: 2:11 PM, 24 MAY 12 Rev: 580003 User: KW- 0606102, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Masonry Pier Analysis & Design Page 1 cmu walls.ecw:Calculalions Description Existin 3' Wall General Information Total Lateral Force Seismic Zone Load Duration Factor [Shear Pier Data 4.23 k 4 1.33 Moduli: Em = fm Moduli: Ev = Em * 900.00 0.40 Pier Height Pier Length Wall Thickness "j" : Depth Mutt. Pier Fixity Pm Fs Sp Insp Grout Spacing Height/Length (H /L)A3 Rel. Defl Sum Rigidity Rigidity = .001 /Defl Force to Pier Shear to Pier Relative Defl * 10A5 M / (V*Depth) Em Ev Summary Pier #1 12.00 ft 3.00 ft 8 in 0.90 Fix -Fix 1,500 psi 24,000 psi No 8 in Pier #1 4.0000 64.0000 7.0370 142.11 142.105 1.00 4.230 k 0.00 in 2.222 1350,000.0 540,000.0 psi psi Shear Reinforcing... fv= V /(12 *est *jd) 25.77 psi Fv: w/o Reinf. 23.28 psi Fv: w/ Reinf. 38.63 psi Horiz. Shear Av Req'd 0.066 inA2 /ft Pier #1 6,7 { •;" `'cJ Bending Reinforcing... Moment @ End "d" to tension As Bending As Req'd 25.38 k -ft 2.70 ft 0.48 in2 Title : Dsgnr: Description : Scope: ` —// Job # Date: 2:09PM, 24 MAY 12 Rev: 580003 User: KW -0606102, Ver 5.8.0, 1- Dec -2003 (c)1983 -2003 ENERCALC Engineering Software Masonry Pier Analysis & Design Page 1 cmu walls.ecw:Calculations Description CMU Pier General Information Total Lateral Force Seismic Zone Load Duration Factor 11.27 k 4 1.33 Moduli: Em = fm Moduli: Ev = Em 900.00 0.40 Shear Pier Data Pier Height Pier Length Wall Thickness "j" : Depth Mult. Pier Fixity fm Fs Sp lnsp Grout Spacing Pier #1 12.00 ft 8.00 ft 8 in 0.90 Pin -Fix 1,500 psi 24,000 psi No 8 in Analysis Data Height/Length (H /L) "3 Rel. Defl Sum Rigidity Rigidity = .001 /Defl % Force to Pier Shear to Pier Relative Defl " 10 ^5 M / (V*Depth) Em Ev Summary Shear Reinforcing... fv= V /(12 *estid) 25.74 psi Fv: w/o Reinf. 23.28 psi Fv: w/ Reinf. 38.63 psi Horiz. Shear Av Req'd 0.066 inA2 /ft Pier #1 1.5000 3.3750 1.6667 600.00 600.000 1.00 11.270 k 0.00 in 1.667 1350,000.0 540,000.0 psi psi Pier #1 Bending Reinforcing... Moment @ End "d" to tension As Bending As Req'd 135.24 k -ft 7.20 ft --- 0.62 in2 Freiheit &Ho 1 architects July 5, 2012 CITY OF TUKWILA COMMUNITY DEVELOPMENT DEPARTMENT PUBLIC WORKS DEPARTMENT 6300 SOUTHCENTER BLVD., SUITE 100 TUKWILA, WA 98188 ATTN: PERMIT CENTER RE: CORRECTION LETTER #1 Mr. Rambo: The following are listed in response to the building permit review comments that we have received for the subject project from your office. The responses are listed in chronological order according to the Review Comments received on July 2, 2012. Please note that all corrections to the permit documents are clouded and noted Revision no. 1. Building Department Comment #1 Please specify the special inspection requirements for the masonry work with a table noted on the plan structural notes. Please see the attached response letter from our structural engineer. This is the end of our responses to the building permit review comments. Please feel free to contact me if you have any questions or comments regarding our responses. Thank you. Sincerely, FREIHEIT & HO ARCHITECTS, INC., P.S. Derek C. Smith Architectural Designer cc: File att: (1) Structural Correction response letter Al2 -140 - PERMIT RESPONSE LETTER - 07 -05 -2012 CORRECTION 13=- 17 8 RECEIVED JUL 05 2012 PERMIT CENTER TEL: 425 827 2100 FAX: 425 828 6899 WEB: www.FHOARCH.COM ADDRESS: 5209 Lake Washington Blvd N.E. 1 Ste 200 I Kirkland 1 WA 1 98033 RRRRRfCRPIfifCiC IVItftftItMI nftf llfiFCFCRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRnaffiM RRRR RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR FREIHEIT 6 HO ARCHITECTS INC, RS RRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRRR MItitIRRRRRRRRRRRRRRRR 1 • DIBBLE ENGINEERS, INC. Professional Structural Engineering Services Mr. Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 July 03, 2012 DEI Project #: 12 -1037 Re: Correction Letter #1 Development Permit Application Number D12 -178 McDonald's —16501 Southcenter Parkway Dear, Mr. Rambo: Structural Review Response Dibble Engineers, Inc. has reviewed the development permit comment letter provided by The City of Tukwila, dated June 22, 2012, for the McDonald's Tukwila Southcenter project. Below are our responses to the structural items listed in that letter. Structural 1. The General Structural Notes special inspection category has been revised. The table of Special Inspection of Masonry Construction has been included in the General Structural Notes on sheet S -1.1 as indicated. (4) copies of the revised sheets have been included for review as requested. Please contact us with any clarifications or questions regarding these responses. Sincerely, DIBBLE ENGINEERS, INC. Bryan Baldwin, P.E. Project Manager CORRECTION LT�iO� RECEIVED JUL 05 2012 PERMIT CENTER 1029 Market Street Page 1 of 1 P. 425.828.4200 Kirkland, WA 98033 F. 425.827.6131 June 22, 2012 Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Derek Smith Freiheit & Ho Architects 5209 Lake Washington BI NE, Suite 200 Kirkland, WA 98033 RE: Correction Letter #1 Development Permit Application Number D12 -178 McDonalds —16501 Southcenter Py Dear Mr. Smith, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building Department. At this time the Fire, Planning, and Public Works Departments have no comments. Building Department: Allen Johannessen at 206 - 433 -7163 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 431 -3670. Sincerely, 't),0 Bill Rambo Permit Technician encl File No. D12 -178 W:\Pennit Center\Correction Letters\2012\D12 -178 Correction Letter N1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: June 4, 2012 Project Name: McDonalds Permit #: D12 -178 Plan Review: Allen Johannessen, Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Please specify the special inspection requirements for the masonry work with a table noted on the plan structural notes. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. %WC GUM CUf1 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: 012 -178 DATE: 07 -05 -12 PROJECT NAME: McDONALDS SITE ADDRESS: 16501 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: 6u?iding Division Public Works ❑ Fire Prevention Structural Planning Division ❑ Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 07 -10-12 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08-07-12 Approved ❑ Approved with Conditions IX Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 �PERMIT CQORD COP} PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -178 PROJECT NAME: MCDONALDS SITE ADDRESS: 16501 SOUTHCENTER PY DATE: 05/25/12 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPART ENTS: 11_ 404(11 Avg, /p4) -1.2 B ilding 'vision II brA Public Works Fire Prevention Planning Division Structural ❑ Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete DUE DATE: 05/29/12 Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route Itj Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: REVIEWER'S INITIALS: DUE DATE: 06/26/12 Approved with Conditions n Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: (12‘0)).-1/449 Departments determined incomplete: Bldg* Fire ❑ Ping ❑ PW ❑ Staff Initials: WY Documents /routing slip.doc 02/29/12 Jul 0512 03:29p Freiheit & Ho Architects 4258286899 p.1 • - ;;r;tl:A:.w,. City of Tukw la 1 �;�' t •� yt Department of Cornrnunit Development - •t'�3�, ,1R 19 e 6300 Southcenter Boulevard, Suite r 100 at�i/i W'sL �.t ,_ Tukwila, Washington 98188 `n ` i �iy .', Phone: 206 - 431 -3670 ac .... ,,- 1-3665 Web site: hap: / /wwwv.ci.lulnvila.tr,.us REVIS!O SUBMITTAL Revision submittals muct be submitted in person al he Per,,i( Center. Revisions will not he accepted through the ill ax, etc. Date: `\--`tf 5 1.4)12-- Plan Checl ermit Number: D12-1 78 t ❑ Response to Incomplete Letter # 1 Examiner ( 42- `;Z -1 l OC) ® Response to Correction Letter # 1. • Revision # t after Permit is Issued ■ Revision requested by a City Building lnspecto or Plans Project Name: .M.cDonalds Project Address: 16501 Southcenter P Contact Person: PErtS14- C- 51"111'4.1 Phon Number: Summary of Revision: 'i>t2 c?V101iot -t 5f &- Ft ,-r tor- fir:. ' I-£, fS -4Al.. !ra`ara i tt4- -} R e L 11`c 0"'t N " x - 1 . 5 fa ye-- T 4 : r , } mo t HC;> 0 in t2 ,"c w 'tz-1 -.. T k S t s , ps 5 1 - 1 7 , 1 Q 0 ( ) ¶'t. 19Ls a '11`i1)! Ti.1s4.- i, ,(-4.! ;ti f:: RECEIVE, — CITY OF TUKWILA (JUL :0.5.20121 . MI?n,� -RCN eP Sheet Number(s): "' 1, "51. I "Cloud" or highlight all areas of revision including lot revisio a / Received at the City of Tukwila Permit Center by: -- �nteeea in 1'crmits Plus on _ S \ applications\forms- npplications on linc\revision submittal r.,. . .1. 0 11 1IU14 Contractors or Tradespeople Prrer Friendly Page General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company DB GENERAL CONTRACTORS INC 2537362980 3320 West Valley Hwy D -106 Auburn WA 98001 King Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602650709 Active DBGENGC94309 Construction Contractor 9/29/2006 9/29/2012 General Unused Business Owner Information Name Role Effective Date Expiration Date BEDNARIK, DEWAINE President 09/29/2006 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 DEVELOPERS SURETY Et INDEM CO 743855C 09/28/2006 Until Cancelled $12,000.00 09/29/2006 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Nationwide Mutual Ins Co ACP7505276908 09/28/2011 09/28/2012 $1,000,000.00 09/27/2011 4 Continental Western Ins Co CWP26515525 09/28/2010 09/28/2011 $1,000,000.00 09/22/2010 3 Continental Western Ins Co CWP265155 09/28/2008 09/28/2010 $1,000,000.00 09 /10/2009 2 CONTINENTAL WESTERN CWP26515521 09/28/2007 09/28/2008 $1,000,000.00 09/28/2007 1 CONTINENTAL CAS CO CWP265155 09/28/2006 09/28/2007 $1,000,000.00 09 /29/2006 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https: // fortress .wa.gov /lni/bbip/Print.aspx 08/14/2012 5TORAGE 3515.F. (GROSS) STORAGE 30 5P. (6R055) MEETING ROOM 201 5.F. (ET) 1 1 STORAGE CM 510 5.F. (6R055) MOTiVi ROO F (NET CASHIER q- 51:. NET) Ji- 11 I 1 If T 1._.__ _ _ 0V- OFFICE 15 5.F. (6R055) KITCHEN 1411 5.F. (GROSS) lL 111 11 111 11 U- LL - -11 r- ' ll A I I _-L-k-+ 7 11 I I 1 1 1 I I _ _ _ Hr DINING AREA 15 5E.AT5 ‚jl tigid 1 ' 1 1 I 1 1111 11 ---1-=-11-11--- - 11 I 11 II I 11 11 1 II I 0 D'Lrh, Fl= I ri LL = == PLANNING APPROVED • No changes can be made to these plans without approval from the Planning Division of DCD Approved By Date:, 01 SEPARATE PERMIT REQUIRED FOR: tEiMethanical Bectrical gRumbing Gas PiPing City of Tukwila 0BUILDING DIVISION No changes shall be wade to the scope of work without prior approval of Tukwila Building Dv4ion. NOTE: Revisions MN require a new plan submittal and may include addtional plan review Sew OCCUPANCY ALLOWANCE: INTERNATIONAL BUILDING CODE 2009 TABLE 1004.1.1 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE ALLOWANCE AREA OCCUPANTS ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 GROSS 590 SF 2 ASSEMBLY W/OUT FIXED SEATS STANDING SPACE 5 NET 115 SF 23 BUSINESS AREAS (OFFICE) 100 GROSS 13 SF 1 2011 REMODEL BUILDING NORTHWEST REGION BUILDING INFORMATION: ADDRESS: STATE SITE CODE: 46-0069 STREET ADDRESS: 16501 SOUTHCENTER PARKWAY CITY: , TUKWILA COUNTY: KING STATE: WASHINGTON STRUCTURE: EXISTING: CMU BEARING WALLS, WOOD TRUSS ROOF FRAMING UTILITIES: SPLIT UTILITIES : EXISTING, NO CHANGES PROPOSED BUILDING CODE: BUILDING CODE EDITION: MECHANICAL CODE EDITION ELECTRICAL CODE EDITION: PLUMBING CODE EDITION: ADDITIONAL CODE EDITION: BUILDING DATA: OCCUPANCY: CONSTRUCTION TYPE: NUMBER OF STORIES: BUILDING HEIGHT: GROSS BUILDING AREA: • REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 N12 City of Tukwila BUILDING !SION 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2008 NATIONAL ELECTRIC CODE 2009 UNIFORM PLUMBING CODE 2009 INTERNATIONAL FIRE CODE KING COUNTY CODE TUKWILA MUNICIPAL CODE ICC/ANS1 117.1-2003 2009 WASHINGTON STATE ENERGY CODE USE GROUP A2 (NO CHANGE) EXISTING V-B 1 17'-11" (MAIN BLDG. PARAPET) 19'-3" (ENTRY ARCADE) 4,312 (E) S.F. (NO CHANGE) 4,312 GROSS S.F. NET BUILDING AREA: 3,981 NET S.F. DESIGN LOADS: ROOF LIVE LOAD: SOIL BEARING CAPACITIES: 40 PSF 2,000 PSF LIFE SAFETY SYSTEM: EMERGENCY LIGHTING: EXIT SIGNS: FIRE ALARM AND SMOKE DETECTION SYSTEM: PANIC HARDWARE: X YES X YES YES YES NO NO X NO X NO KITCHENS, COMMERCIAL 200 GROSS 991 SF ASSEMBLY W/ FIXED SEATS SEE PLAN ASSEMBLY W/OUT FIXED SEATS UNCONCENTRATED 15 NET 101 SF MEETING ROOM 15 NET 201 5 75 7 14 TOTAL OCCUPANCY ALLOWANCE 127 DESIGNER OF RECORD: DISCIPLINE: NAME: ADDRESS REVISIONS 1 D AWI G INDEX CV Cover Sheet CV1 General Information SITE SP-2 Site Plan SD1 Site Details DRIVE-THRU DT1.0 DT1.1 DT1.2 Drive-Thru Plan & Details Drive -Th ru Details Drive-Thru Details ARCHITECTURAL D1.0 D1.1 D1.2 D1.3 A1.0 A1.1 A1.2 A1.3 A1.4 A1.5 A2.0 A2.1 A3.0 A3.1 A3.2 A3.2 A3.3 A3.4 A4.0 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A6.0 Partial Demolition Plan Partial Demolition Plan Demolition Elevations & Notes Demolition Elevations & Notes Partial Floor Plan Partial Floor Plan Partial Reflected Ceiling Plan Partial Reflected Ceiling Plan Partial Roof Plan Partial Roof Plan Elevations Elevations Wall Sections Wall Sections Wall Sections Wall Sections Wall Sections Wall Sections Flashing Details Plan Details Roof Details Section Details Interior Details Enlarged Restroom Plan SEEQ Details Schedules STRUCTURAL SEp Peph,„ APpZi REQumt, LICENSE #: ARCHITECT: SHERRI GRUENEIS FREIHEIT & HO ARCHITECTS, INC. PS STRUCTURAL: TRAVIS COLLIANDER DIBBLE ENGINEERS, INC. ELECTRICAL: JOHN BEEBE AER ENGINEERS 5209 LAKE WASHINGTON BLVD. N.E., STE. 200 KIRKLAND, WA 98033 1029 MARKET STREET, KIRKLAND, WA 98033 8664 39519 11155 120TH AVE NE, STE. 200, KIRKLAND, WA 98033 19023 S-1 2 S-3 S-4 S-5 General Notes, Schedules Wall & Roof Framing Plan Sections & Details Sections & Details Sections & Details '?ea* IncIpatiovi -rAVAt ELECTRICAL E1.0 General Notes & Schedule E2.0 Lighting Plan & Notes E3.0 Roof Plan & Notes E4.0 One Line, Panels & E5.0 Partial Power Plan Calcs. PILE COPY Pima Plan NNW/ approval In stitied b mom and Weston* Approval of construction documents does not authorize the violation ri any tviopted code or ordrumce. Receipt of appcod Field Cow and conons fr Dow 5rniheii,), Ow Of tgavlb WILDING DIVISION ti- u_ BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE z 0 1--- 0 LU ks) REGISTERED ARCHITECT RD O. FREIHEIT STATE OF WASHINGTON -J _J .4e1 -0 0 ° 5 ii 13 -,. c: 0 -0 ° 0 r4 W L. 0 C *C 0. a. 0 0 2 ▪ L' t_24 112-0 o o - 43 W 0 & C C 0 C) 0 < -- 0 1.6 0 -6 0 ..... ...e' 0,0o-w4)04) ° (f)to w--- o c v= Zo oc cx-15 et O _c - o -.. c L_ -0 ...., e iis ...0 o 0 c o (I) -c .c tf4r, w 0 c -1-• w w 0 cc ..... IV o c 0 .E. 00, 0 o.-<t" vis 0• -J• cool- O :1- 0 _ 4) = C:1 5 -0 0 g L. 4) -2 Tg .. 0 lz,0%*-04:1610E) / 12 '-'5' to) .4141 13 $8 0) e • E_. ,....._ 0 0 ... 0.. 1_0.... C4. 0,.4 N c 4) SYMBOL LEGEND: T/ SLAB ELEV. O'-O" SECTION TAG DETAIL TAG ELEVATION TAG DRAWING TITLE DINING ROOM 103 ROOM NAME & NUMBER PARTITION TAG CONSTRUCTION PROJECT MANAGER: NAME: ADDRESS PHONE #: MANAGER: ADAM BRANDENBURG 12131 113TH AVE. NE, STE. 103, KIRKLAND, WA 98034 425-821-4970 RECEIVED MAI 29Z02 TUKWILA PUBL(CWORKS crrNEMLA MAY 2 5 2012 PERMIT CENTER DIT-11,S LU __I WI D_ • < X .< 11] a_ O 0 Z - 0-) • OL _ILU > CD Z O < (-NI 0 DESCRIPTION GMU BEARING WALLS WOOD ROOF FRAMING OR FINISH ARCADE /ENTRY CULTURED STONE A 1 2-140 - #04250 CV COVER GENERAL NOTES GENERAL NOTES (CONY.) VICINITY MAP N.T.S. PROJECT DATA t tc I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2004 INTERNATIONAL BUILDING CODE AS ADOPTED BY KING COUNTY, WASHINGTON STATE ACCESSIBILITY CODES, WASHINGTON STATE ENERGY GODES, AND ALL APPLICABLE LOCAL CODES $ STANDARDS. 2. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, DETAILS, ETC., AND AS 500N AS DISCOVERED SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. 3. ALL ITEMS MARKED "N.I.G." ARE NOT PART OF THI5 CONTRACT. 4. LATHING, PLASTER, AND GYPSUM WALL BOARD SYSTEMS SHALL CONFORM TO CHAPTER 25 OF THE 2004 IB.G. 5. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. THE CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL DISGREPANGIES. 6. ALL DIMENSIONS ARE FROM FINISH FACE OF WALL TO CENTERLINE OF EXISTING COLUMNS OR FINISH FADE OF EXISTING WALL UNLESS OTHERWISE NOTED. 1. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 8. WHERE DEVICES OR ITEM OR PARTS THEREOF ARE REFERRED TO IN SINGULAR, IT 15 INTENDED THAT SUCH SHALL APPLY TO AS MANY SUCH DEVICES, ITEMS OR PARTS AS ARE REQUIRED TO PROPERLY COMPLETE THE WORK. q. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF H15 WORK. 10. THE CONTRACTOR WILL VERIFY AND CONFORM TO ALL REQUIREMENTS OF ALL UTILITY COMPANIES UNLESS OTHERWISE NOTED IN THE PLANS AND 5PEGIFIGATION5. 11. ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT IN A CLEAN (BROOM) CONDITION AT ALL TIMES. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES. 15. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS WELL AS ALL REVISIONS, ADDENDA, AND CHANGE ORDERS. THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, ONE COMPLETE 5ET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS, 014 THE PREMISES AT ALL TIMES WHICH ARE TO BE UNDER THE CARE OF THE JOB SUPERINTENDENT. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE BUILDING AND SITE WHILE JOB 15 IN PROGRESS AND UNTIL THE JOB 15 COMPLETED. 15. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR AFTER COMPLETION, UNLESS OTHERWISE SPECIFIED, AND SHALL 5E 50 STATED IN CONTRACTOR'S WRITTEN PROPOSAL AND AGREEMENT. ALL REPAIRS, CORRECTIONS, DISCREPANCIES, ETC., 1115T BE MADE WITHOUT ANY ADDITIONAL COST TO 1HE OWNER, AND WITHIN FIVE (5) DAYS AFTER NOTICE 15 GIVEN. 16. ALL OPERATIONS CONDUCTED ON THE PREMISES SHALL NOT BE 0SJEGTIONABLE BEYOND THE PROPERTY BOUNDARY LINES BY REASON OF NOISE, STEAM, ODOR, FIi i 5, GASES, SMOKE, VIBRATION, HAZARD OR OTHER CAUSES. 17. FLAMMABLE LIQUIDS SHALL NOT BE PLACED, STORED, OR DISPENSED IN T14I5 OCCUPANCY EXCEPT AS PROVIDED IN N.FFA. STANDARD 30 AND THE CURRENT INTERNATIONAL FIRE CODE. PERMIT MAY BE REQUIRED., 18. UPON COMPLETION OF CONSTRUCTION, GLEAN ALL SURFACES. lq. MAINTAIN ALL EXIT PATHWAYS DURING CONSTRUCTION. 20. PRIOR TO THE START OF CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN DEMOLITION PERMIT FOR ANY REQUIRED DEMOLITION WORK FROM THE LOCAL JURISDICTION AND TO COMPLY WITH THE FEDERAL REQUIREMENT OF ASBESTOS ABATEMENT. ASBESTOS SURVEY 15 REQUIRED BEFORE RENOVATION OR DEMOLITION. IF REQUIRED BY LOCAL JURISDICTION. 21. PATCH AND REPAIR ALL EXISTING SURFACES AS REQUIRED BY DEMOLITION AND NEW CONSTRUCTION TO RECEIVE NEW SCHEDULED FINISHES. ALL SURFACES ARE TO HAVE "LIKE -NEW" APPEARANCE. 22. CONTRACTOR SHALL VERIFY ALL ROUGH -IN AND OTHER DIMENSIONS FOR EQUIPMENT FURNISHED BY HIMSELF OR BY OTHERS. 23. REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 24. IF HAZARDOUS MATERIALS ARE FOUND TO EXIST ON T14I5 PROJECT, THE CONTRACTOR SHALL CEASE ALL WORK RELATED TO THE HAZARDOUS MATERIALS 4 IMMEDIATELY NOTIFY THE OWNER IN WRITING OF THE CIRCUMSTANCES. 25. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MANUFACTURER'S LATEST RECOMMENDATIONS OR WRITTEN DIRECTIONS. IF CONFLICTS EXIST, CONTACT THE CONSTRUCTION MANAGER FOR CLARIFICATIONS. 26. IF REQUIRED, A CONSTRUCTION BARRICADE SHALL BE INSTALLED BY THE CONTRACTOR, PAINTED, DETAILED AND ILLUMINATED AS REQUIRED. NO SIGNS OTHER THAN THOSE AUTHORIZED BY THE CONSTRUCTION MANAGER WILL BY PERMITTED ON THIS BARRICADE. 27. THE CONTRACTOR SHALL EE RESPONSIBLE FOR ANY AND ALL SHORING, BRACING, OR OTHER TEMPORARY STRUCTURAL SUPPORTS AS MAY BE REQUIRED AND SHALL BEAR THE COSTS OF ANY ENGINEERING THAT MAY BY REQUIRED. 28. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL PERFORM WORK THAT DOES NOT INTERFERE WITH NORMAL OPERATING BUSINESS HOURS OF THE STORE. WORK THAT WILL REQUIRE INTERRUPTIONS OF OPERATIONS SHALL BE PERFORMED DURING NON- BUSINE55 HOURS 4 ALL ANTICIPATED OVERTIME REQUIRED SHALL EE INCLUDED IN THE BASE BID. 2q. SHOULD A CONFLICT OF INFORMATION EXIST 114 THE GONST. DOCUMENTS, THE CONTRACTOR SHALL STOP WORK IN THE AFFECTED AREA AND CONTACT THE ARCHITECT IMMEDIATE -Y. 30. JOB SITE SAFETY: THE ARCHITECT/ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM HIS WORK. THE UNDER - TAKING OF PERIODIC SITE VISITS BY THE ARCHITECT/ ENGINEER SHALL NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR, SUBCONTRACTORS, SUPPLIERS OR THEIR EMPLOYEES, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON. 5I. CONDITIONS OF USE: TI IECZ DRAWING'S HAVE BEEN PREPARED SOLELY FOR U5E IN THE REMODEL OF THE EXISTING STRUCTURE LOCATED AT 16501 SOUTHCENTE R PARKWAY, TUKWILA, WA 48188. THESE DRAWIN65 SHALL NOT BE USED IN WHOLE OR IN PART, FOR FABRICATION OR CONSTRUCTION AT ANY OTHER LOCATION WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. 52. THE CONTRACTOR SHALL ENSURE THAT THIS PROJECT AND ALL CONSTRUCTION ACTIVITIES RELATED THERETO SHALL CONFORM WITH LOCAL, REGIONAL, STATE AND FEDERAL REGULATIONS PERTAINING TO DISTURBING, DISPLACING AND /OR REMOVAL OF ASBESTOS OR ASBESTOS- CONTAINING MATERIALS. NOTE SPECIFICALLY THAT FOR PROJECTS IN WASHINGTON STATE THE CONTRACTOR SHALL CONFORM WITH THE REQUIREMENTS OF THE APPROPRIATE AGENCY REGARDING INSPECTION, CERTIFICATION AND NOTIFICATION. 33. ALL EXPOSED GYPSUM BOARD TO HAVE METAL EDGES AT ALL CORNERS AND WALL INTERSECTIONS. 34. ALL GLASS AND GLAZING SHALL COMPLY WITH CHAPTER 24 OF THE 2004 !B.C. 35. FIRE EXTINGUISHERS: VERIFY LOCATION, TYPE, AND SIZE PER FIRE MARSHAL REQUIREMENTS. CONTRACTOR TO PROVIDE ALL TEMPORARY AND PERMANENT FIRE EXTINGUISHERS REQUIRED UNDER N.F.PA. 10 MOST REGENT EDITION AND APPROVED BY THE FIRE MARSHAL. CONFIRM ACCEPTABILITY OF LOCATION WITH OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. PROVIDE FINISHED CABINETS TO MATCH BUILDING STANDARD FOR EXTINGUISHERS AT ALL EXPOSED LOCATIONS. 86. ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER DECORATIVE MATERIAL, INCLUDING CHRISTMAS TREES THAT WOULD TEND TO INCREASE THE FIRE AND PANIC HAZARD SHALL BE MADE FROM NON - FLAMMABLE MATERIAL, OR SHALL BE TREATED AND MAINTAIN IN A FIRE RETARDANT CONDITION BY MEANS OF A FLAME RETARDANT SOLUTION OR PROCESS APPROVED BY THE TUKWILA FIRE DEPARTMENT. PROVIDE A CERTIFICATION TO THIS EFFECT. A. EXIT DOORS, EXIT LIGHTS, AND FIRE EXTINGUISHER LOCATIONS SHALL NOT 5E CONGEALED OR OBSTRUCTED BY ANY DECORATIVE MATERIAL. B. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISHES SHALL BE PER CHAPTER 8 OF THE 2004 IB.G. ALL FOAM PLASTICS SHALL COMPLY WITH THE REQUIREMENTS SPECIFIED IN CHAPTER 26 OF THE 2004 I.B.C. 51. ALL LAY -IN ACOUSTICAL CEILING GRIDS AND LIGHTING SHALL BE INSTALLED AND SECURED PER THE PROVISIONS OF ASTM G 655 AND ASTM G 636. 38. UPON COMPLETION OF CONSTRUCTION, GLEAN ALL SURFACES INCLUDING INTERIOR SIDE OF ALL EXTERIOR PERIMETER GLAZING/. 541 ELECTRICAL ROUGH -IN AND PLUMBING ROUGH -IN ARE FOR THE GENERAL INFORMATION OF THE CONTRACTOR EXACT LOCATIONS SHOULD BE VERIFIED. 40. ALL CABLING AND WIRING NOT IN CONDUITS OR FULL SURROUND GABLE TRAYS SHALL HAVE A FLAME SPREAD RATING OF NOT LESS THAN 25 AND A SMOKE DEVELOPMENT RATING OF NOT LES5 THAN 50. 41. REVISIONS TO MECHANIGAL/PLUMBIN6 SYSTEM, SHALL BE BIDDER DESIGN/ BUILD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE CORRESPONDING PERMITS FOR WORK. THE PROPOSED SYSTEM DE516N d METHOD OF OPERATION FOR ALL ROOMS SHALL BE REVIEMED AND APPROVED BY THE OWNER PRIOR TO THE START OF ANY WORK. 42. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION ATTAINED FROM A SITE SURVEY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOLITION 4 NOTIFY ARCHITECT IN CASE OF DISCREPANCIES A5 SOON A5 POSSIBLE. DEMOLITION 15 TO BE EXECUTED 50 AS NOT TO DISTURB EXISTING STRUCTURAL SYSTEMS, ROOFING SYSTEMS AND OTHER AREAS THAT ARE INTENDED TO REMAIN INTACT. VERIFY ALL CONSTRUCTION THAT 15 TO BE REMOVED PRIOR TO DEMOLITION. I-5 PROTECT ADDRESS: 16501 SOUTHGENTER PARKWAY, TUKWILA, WA 418188 GOVERNING CODE: 2004 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS AS ADOPTED BY KING COUNTY OCCUPANCY: A2 (EXISTING) USE FAST FOOD RESTAURANT (EXISTING) CONSTRUCTION TYPE: EXISTING, NO CHANGE VALUATION: $200,000 LEGAL DESCRIPTION: MG MIGKEN HEIGHTS DIV #1 UNREC. FOR TRACTS 1, 8 $ q DESG AS FOLG BEG 5141 COR OF NIN 1/4 OF SEG 26 -23-4 TH 5 841 -21 -31 E 1461b4 FT TOW MGN 57TH AVE 5 TH N 00 -041 -22 W 250 FT TH N 841 -2I -5I W 6 FT TO W MGN 57TH AVE 5, AS WIDENED, TH H 00 -04 -22 W 50 FT TH N 00 -34-46 W 258.14 FT TO TPOB TH 5 841 -25-14 W 184.14 FT TO ELY M6N PRIMARY STATE HWY NO I TH NLY ALG ELY MGN ON A CURVE TO LFT CENTER BEARS N 11 -56-56 W RAD 6024.5g FT ARC DIST 584.61 FT THRU C/A 03 -34 -17 TH N 841 -25 -I4 E I252q FT TOW MGN 57TH AVE 5, AS WIDENED, TH 5 00 -54-46 E580FTTOTPOB PARCEL NUMBER: 537 '420 -0282 BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION 0 If) 0 N w Q SCOPE OF WORK WORK TO INCLUDE ELIMINATING THE MANSARD ROOF AND REPLACING WITH PARAPETS, UPDATING THE RESTROOM TO MEET ACCESSIBILITY REQUIREMENTS. RESIDING THE WOOD EXTERIOR, REMOVING BAY WINDOWS, PAINTING THE EXISTING BUILDING, ADDING UPDATED CORPORATE BRANDING ELEMENTS, OPTIMIZING THE DRIVE -THRU LANE, AND UPDATING THE SITE. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION TYPICAL ABBREVIATIONS KEY PLAN AB ACT AFF ALUM BD BLDG, EOT BR6 GAB CFT GJT AT POUND OR NUMBER ANCHOR BOLT ACOUSTICAL CEILING, TILE ABOVE FINISH FLOOR ALUMINUM BOARD BUILDING BOTTOM BEARING CABINET CERAMIC FLOOR TILE CONTROL JOINT CENTER LINE CI-6 CEILING GMU CONCRETE MASONRY UNITS COL GOLUMM GONG CONCRETE GONSTR CONSTRUCTION GONSTR JT CONSTRUCTION JOINT GONT CONTINUOUS CONTR CONTRACT(OR) CT PET • DIM DN DS EA ELEC ELEV EQ EQUIP EXIST EXP JT EXT FON FIN FT FT6 CERAMIC TILE DETAIL DIAMETER DIMENSION DOWN DOWNSPOUT EACH EXPANSION BOLT ELECTRICAL ELEVATION EQUAL EQUIPMENT EXISTING EXPANSION JOINT EXTERIOR FOUNDATION FINISH(ED) FLOOR FOOT OR FEET FOOTING FUR GA 6ALV GC HC HDWR HM INSUL INT MAX MEGH MTL MFR MIN NTS OG P PLYWD RD REINF RM RO SAFF SEC 5IM SPEC 50 T 4 5 TYP V.I.F. 1/ WD W/0 YNRB /AB WSGT FURRING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GYPSUM WALLBOARD HOLLOW GORE HARDWARE HOLLOW METAL INSULATION INTERIOR JOINT MAXIMUM MECHANICAL METAL MANUFACTURER MINIMUM NOT TO SCALE ON CENTER PROPERTY LINE PLYWOOD ROOF DRAIN REINFORGE(DXING) ROOFING ROOM ROUGH OPENING SELF ADHERED FLEXIBLE FLASHING SECTION SIMILAR SPECIFICATION SQUARE STEEL. TOP AND BOTTOM TYPICAL VERIFY IN FIELD WITH WOOD WITHOUT WEATHER RESISTIVE BARRIER/ AIR BARRIER WAINSCOT ©2010 McDonald's USA, LLC c v � o mm :0C° aooa°mQo�v f o aiQa a» ic: Q�CO :43 a, c c cr% - o cv ° O 0 c IV _ N o :v : E � 'o Qo yc 02 o N O -C J~ • c� 0 ° uL 1' �70v mC a .2 j ' w ; O L∎ v 1L Q OQ-°.CE 0 N ir c2.2,� m ill 0'- 7 1! ii UmL 30 ° °0 I- Q3... c+• CO 4, reuf Q o CN knX 1) I TH REGtrvEJ CITY OF TUKWILA MAY252012 PERMIT CENTER F- P DESCRIPTION z z L 3 SOUTHGENTER PARKWAY, TUKtNILA, WA c1S188 0 Al2-140 - #04250 1- to N GENERAL INFO cv1 J N 89 °25'14" E 125.29' MOO SOUTHCENTER PARKWAY S 0 °34'46" E 380.00' 10 STALLS o q' -0" = q0'-0 2 STALLS 0 41' -0" = 108'-0 51_0" MIN. 17 STALLS 0 q' -0" = 153' -O" • • EXISTING McDONALD'S RESTAURANT 4,312 S.F. EXISTING TRASH CORRAL �- r�W •V vi ' 29 59, N 8°13'26" 384.61' L=384.68' N 89 °25'14" E 184.14' SITE PLAN SCALE: I - 20'-0" 0 5 10 20 40FT. GENERAL NOTES 1. PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION. 2. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND CIRCUITING, 3. FINISH WALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH PAVEMENT. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION 4 tL CO BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESGRIPT1ON O csJ W w PAVING SPECIFICATION (MINIMUM 3' TOTAL COMPACTED ASPHALT THICKNESS) NOTE: McDONALD'S ENGINEER RESERVES THE RIGHT TO REQUEST A COMPACTION TEST AND /OR A CORE SAMPLE. IF TESTS PROVE CORRECT, PER ABOVE SPECIFICATION, TESTS WILL BE AT THE EXPENSE OF McDONALD'S, OTHERWISE, G.C. WILL BE CHARGED. LOT LIGHTING RECOMMENDATION EXISTING LOT LIGHTS TO REMAIN. VERIFY WITH McDONALD'S CONSTRUCTION MANAGER IF CLEAN/RELAMP OR NO WORK DURING THIS PROJECT. REGISTERED ARCHITECT HARD 0. FREIHEIT STATE OF WASHINGTON PROJECT DATA SITE PLAN KEYNOTES ADA SITE PLAN KEYNOTES SIGN LEGEND PARKING INFORMATION SITE AREA: EXISTING PARKING: PARKING REQUIRED: PARKING PROVIDED: ACCESSIBLE REQUIRED: ACCESSIBLE PROVIDED: ZONING: BUILDING AREA: 57,4150 S.F. 51 STALLS (NO CHANGE) I STALL / 50 SQ. FT. GROSS FLOOR AREA= 81 BASED ON 4,312 5Q. FT. 51 STALL5 3 STALLS (BASED ON 51 STALLS PROVIDED) 3 STALLS TUC (TUKWILA URBAN CENTER) EXISTING BUILDING AREA: 4,312 S.F. 040 CHANGE) USE: FAST FOOD RESTAURANT (EXISTING) OCCUPANCY: A-2 (EXISTING) TYPE OF CONSTRUCTION: V-B (EXISTING) LEGEND V W W W W W `. • P •4. EXISTING CONCRETE CURBING TO REMAIW REPAIR NEW CONCRETE CURBING EXISTING CONSTRUCTION TO BE DEMOLISHED NEW STRIPING EXISTING STRIPING TO REMAIN EXISTING LANDSCAPING TO REMAIN NF..W LANDSCAPING EXISTING CONCRETE TO REMAIN NEW CONCRETE EXISTING CATCH BASIN NEW CATCH BASIN EXISTING LOT LIGHT ( 5P-0I) REMOVE EXISTING MENU BOARD 4 PROVIDE NEW (2) MENU BOARDS AS SHOWN. VERIFY CONDITION OF EXISTING MENU BOARD 111TH MCDONALDS CONSTRUCTION MANAGER AND CONFIRM IF RELOCATE EXISTING OR REPLACE WITH NEW. SEE DETAIL 2/DTI.O AND 10/DTI.I FOR EXACT LOCATIONS. (5P -02) REMOVE EXISTING CUSTOMER ORDER DISPLAY 4 (2) INSTALL CUSTOMER ORDER DISMAY UNIT WITH INTEGRAL CANOPY AS SHOWN PER DETAIL 6/17TI.2. VERIFY WITH MGDONALDS PROJECT MANAGER IF SALVAGEABLE PRIOR TO CONSTRUCTION. SEE DETAIL 2/DTI A FOR EXACT LOCATIONS. (SP -03) INSTALL NEW VEHICLE DETECTOR LOOPS AT NEW ORDER POINTS PER 2/DTI.O. (OPTIONAL AT GASH BOOTH) PATCH 4 REPAIR CONCRETE PAD AT DRIVE -THRU AS NECESSARY. SEE 13/DTI.I 4 20/DTI.I. (5P -04) INSTALL NEW GATEWAY SIGN PACKAGE AS SHOWN. COORDINATE LOCATION WITH MCDONALDS CONSTRUCTION MANAGER TO ENSURE BEST VISIBILITY FROM SITE ENTRANCE. SEE DETAIL 5/DTI2 FOR MORE INFORMATION. (5P -05) REMOVE EXISTING PRE -SELL BOARD AND PROVIDE NEW PRE -SELL BOARD PER DETAIL 12/DTI.I. VERIFY LOCATION WITH McDONALD'S PROJECT MANAGER AND DETAIL 2/DTI.O. (5P -06) CRACK SEAL PARKING LOT AND SEAL COAT PARKING LOT WITH NEW ASPHALTIC. LAYER. RESTRIPE PARKING STALLS AND DRIVE THRU LANDS AS SHOWN ON SITE PLAN. PROVIDE NEW SITE 4 DRIVE -THRU 5TRIPING/SYMBOLS TO EXTENT SHOWN. PAINT TO BE (2) COATS TRAFFIC YELLOW AT DRIVE THRU; (2) GOATS TRAFFIC WHITE AT PARKIN; ; SEE DETAILS SHEET 50I. (5P -0'7) APPROXIMATE LINE OF EXISTING CONCRETE PAD TO EXISTING ASPHALT TRANSITION. (Sp -OS) EXISTING LOT LIGHTING TO REMAIN. (5P-Oq) REMOVE LANDSCAPE AND BUILDING CONSTRUCTION AS NECESSARY TO DEMOLISH EXISTING BAY WINDOWS. PROVIDE NEW LANDSCAPE TO MATCH ADJACENT. (5P -10) REMOVE EXISTING RETAINING WALL AND LANDSCAPING AND POUR NEW RETAINING WALL AS SHOWN. ENSURE WALKWAY 15 A MINIMUM OF 44" WIDE CLEAR. ENSURE SIDEWALK DOES NOT EXCEED MAX. 5% SLOPE IN DIRECTION OF TRAVEL 4 MAX. 15% GROSS SLOPE. SEE DETAIL II 4 12/50I FOR MORE INFORMATION. ( 5P -II ) EXISTING ROAD SIGN TO REMAIN. NO WORK TO BE DONE. ( SP -12) REMOVE EXISTING BRICKS AND POUR NEW CONCRETE WALKWAY AT BUILDING WITH A 5% MAX. RUNNING SLOPE 4 155 MAX. GROSS SLOPE AT ALL ENTRANCES. PROVIDE A 5'X5' LANDING WITH A 15% MAX. SLOPE IN ALL DIRECTIONS. ENSURE A SLIP RESISTANT BROOM FINISH AT CONCRETE WALKWAY WITH GAPS NO GREATER THEN 1/4" OR 1/2" WITH BEVEL. (5P -I3) PROVIDE NEW CEMENT BOARD LAP SIDING AT TRASH CORRAL TO MATCH MAIN BLDG. PAINT SIDING 4 METAL GATES TO MATCH BASE BLDG. FINISH PER ELEVATIONS. (5P -14 ) REPAINT EXISTING GUARDRAIL TO MATCH BAE BUILDING. VERIFY WITH ACM IF NEEDED TO PROVIDE NEW. SEE DETAILS 14 /50I FOR MORE INFORMATION. (AD -0I) (AD -02) (AD -03) (AD-04) (AD-05) (AD-o6) (AD -o7) (,D -08) (AD -oq) (AD -lo) PROVIDE MIN. 44" WIDE ACCESSIBLE ROUTE FROM ACCESSIBLE ENTRANCE TO THE PUBLIC RIGHT -OF -WAY. ENSURE A 5'X5' LANDING AT DOOR WITH 1.5% SLOPE IN ALL DIRECTIONS. POUR NEW CONCRETE WALKWAY WITH SLOPE IN DIRECTION OF TRAVEL THAT DOE5 NOT EXCEED 5.0% AND GROSS -SLOPE DOES NOT EXCEED 15%. REERADE PARKING LOT AND SEALGOAT AS NECESSARY TO ENSURE 5% MAX. RUNNING TO 15% CROSS SLOPE.. PROVIDE NEW ADJACENT SLIP - RESISTANT, CONCRETE CURB RAMP WITH E26E PROTECTION AND DETECTABLE WARNINGS PER DETAILS q /50I 4 10/SDI. SLOPE IN RUN DIRECTION SHALL BE 6% MAX. AND GROSS SLOPE SHALL BE 140 GREATER THAN 1.5%. TOP 4 BOTTOM LANDINGS TO BE ENTIRE WIDTH OF CURB RAMP AND EXTEND 60" WITHOUT EXCEEDING 15% SLOPE IN ANY DIRECTION. INSTALL WHEELSTOPS AT LOCATIONS 5HO114. ENSURE GAR OVERHANG DOES NOT PROTRUDE INTO THE 44" MIN. WIDE ACGE5113LE ROUTE. SEE DETAIL 13 /512I FOR MORE INFORMATION. RE&RADE ALL SLOPES AT EXISTING ACCESSIBLE PARKING STALLS AND ACCESS AISLE 50 THEY DO NOT EXCEED 1.5% IN ALL DIRECTIONS. RESTRIPE ACCESSIBLE PARKING STALLS AND ACCESS AISLE A5 NECESSARY. PROVIDE 101 SYMBOL PER DETAIL 4/ SDI. REMOVE EXISTING LANDSCAPE RETAINING WALL 4 PROVIDE NEW RETAINING WALL TO MATCH, ENSURE A MIN. 44" WIDE ACCESS AISLE, PER PLAN, WITH MAX. RUNNING SLOPE OF 5% 4 1.5% GRO55 SLOPE. REMOVE EXISTING BRICK SIDEWALK 4 PROVIDE ACCESS PATH 4 CURB RAMP PER q/5PI. BID ALT: PROVIDE CONCRETE PAD ® STALLS 4 ACCESS AISLE WITH 1.5% MAX SLOPE IN ALL DIRECTIONS. ENSURE SMOOTH TRANSITION TO ADJACENT ASPHALT. REMEDIATION OCCURS IN (AD -03) REMOUNT ACCESSIBLE STALL 5IGNA&E AT EXISTING ACCESSIBLE PARKING STALLS 50 THAT THE BOTTOM OF SIGN 15 AT 60" AFF MIN ABOVE ADJACENT PARKING SURFACE. SEE DETAIL 6 /5DI FOR MORE INFORMATION. ENSURE "VAN STALL" 5IGNAGE IS PROVIDED AT VAN DESIGNATED STALL (WITH ACCESS AISLE ON PASSENGER SIDE OF VEHICLE). REMEDIATION OCCURS IN (AD -01) REMEDIATION OCCURS IN (AD -0I) REMEDIATION OCCURS IN (AD-01) PROVIDE HANDRAIL THAT 15 PARALLEL TO THE CURB RAMP AND ARE LOCATED WITHIN AN ALLOWABLE REACH RANGE OF 34 "-3S" A.F.F. ON BOTH SIDES OF RAMP, WITH 12" EXTENSIONS BEYOND TOP AND BOTTOM OF RAMP RUN. MAINTAIN A MAX. 6AP OF 1 1/2" FROM GUARDRAIL AND HANDRAIL HAS A MAX I /12" DIA. SEE DETAIL 14 /S12I. SEE FLOOR PLAN FOR MORE INFORMATION. REMOVE EXISTING LANDSCAPING AS NECESSARY TO PROVIDE MIN. 44" NIDE ACCESSIBLE ROUTE TO THE SECOND ACCESSIBLE ENTRANCE AS SHOWN. ENSURE THERE 15 NO CHANGE IN LEVEL GREATER THAN 1/4" OR 1/2" WITH BEVEL. SEE DETAIL q/SPI. 0 "WELCOME" GATEWAY SIGN (I NEW) 0 CUSTOMER ORDER DISPLAY W/ INTEGRAL CANOPY (G.OD.) (2 NEW) O FP-43 MENU BOARD (2 NEW) (VERIFY CONDITION OF EXISTING MENU BOARD AND REUSE IF POSSIBLE; VERIFY WITH OWNER. O PRE SELL BOARD (I NEW) 1.) TOTAL SPACES 51 3 9' -0" X 19' -0" ACCESSIBLE SPACES 0 90' 48 9' -0" X 19' -0" STANDARD SPACES 0 90' 2010 McDonald's USA, LLC UTILITY INFORMATION SIZE TYPE LOCATION SANITARY SEWER EXISTING WATER EXISTING STORM SEWER EXISTING ELECTRIC EXISTING GAS EXISTING SURVEY INFORMATION RECEIVEt CITY OF TUKWILA MAY 2 5 2012 PERMIT CENTER inimmi Q ▪ D▪ a �4aEoovc o -) , . W 2 O4 N mmU2 '-C 0mE o C Fm 3 U O 0 ▪ Ca)L • N +soC 0o , �rncN c av a va` • �2:'or�c o m g• V 0 :ox a X0- 0 c-8315 0 -21 0 c Q ^0 ~•C°C �� U- COOL' 3 • O 0 0 m n o).0 �- O- o"`w0V v E c c450) 70 • U 0vopa rn c 9° 2 Q° lac 1- 3v o - c a�+s+ III 0 W 0O k1")N X X 4X cX PLAN SCALE' 1' = 20' STREET ADDRESS 16501 SOUTHCENTER PARKWAY CITY TUKWILA STATE WA COUNTY KING SECTION 26 TOWNSHIP 23 RANGE 4 REGIONAL DWG. NO 46 -0069 CORPORATE DWG. NO. 04250 H _I >LI Q 4 0 X Q Lu D_ CZ 7 O 0 4 H CZ F-1 / O O < N J z O 1- r�xl !J-7 GMU BEARING WALLS CULTURED STONE EXTERIOR FINISI -1 ARCADE /ENTRY 16501 SOUTHCENTER PARKWAY, TUKWILA, WA 'SIBS Al2 -140 - #04250 to SITE PLAN 5' -0" VARIES 5' -0" PAYING PER SITE PLAN A:W DETE TABLE BOTTOM FULL WIDTH OF THE RAMP; SEE DETAIL 10/501. 5 3' 3' LEGAL CLEARANCE r FHA DESGRIPTION BY .I' BUILDING PERMIT SUBMITTAL in VP in PRE -CAST CONCRETE WHEELSTOP 6' -0" LONG #4 X 24 ", TYPICAL EACH 8 " in 2" \ 4" 2" #141 ) RESERVED PARKING • MIN. IS% MAX. SLOPE 895 MAX. SLOPE 2..0" MIN. IS95 MAX. SLOPE I,o, „I ` ) 4 . PAINT SOLID OW r WO WI p 2 a z ',� `D �' 1 2 END (I) *4 CONT. (ANY DIRECTION) / / (ANY DIRECTION) a al 1 a >�a 1 1 I a a a II 4 a . a I I a (PM5 123) X/ T i SIGN \ _`” '�=-�; -7--—PROVIDE ; = � —., . , :.. k I, Y RAMP DOWN , ONLY NOTE : ARROWS AND WORDS CAN BE ARRANGED z� ` Q - ` 3 IN OTHER COMBINATIONS THAN THOSE ILLUSTRATED HERE TO ACHIEVE DESIRED RESULT. 1 TYPICAL PAVEMENT MARKINGS VAN ACCESSIBLE ELEVATION \ \? (a WIT}{ 8% MAX. SLOPE CONCRETE CURB AND MAX. CR055 IN-LINE CURB RAMP DETAIL SIGN - D 516N *142 SECTION 46.4 OF THE ADAM. STANDARDS REQUIRES EACH ACCESSIBLE PARKIN SPACE TO BE IDENTIFIED WITH VERTICAL 5I6NAME. THE 516N DESIGNATING THE PARKIN SPACE A5 PAVING PER PLAN I $10 FINE FOR VIOLATION 1 SDI \ SCALE: NOT TO SCALE PAVE NT_MARKIND$ - -� I 1 I 1 LJ 13 W H E E LSTO P 6' -0" y BIBLE MUST DEPICT THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (15A). THE 5I6N MUST ALSO USE TEXT TO IDENTIFY THE SPACE A5 RESERVED. — N IT 15 RECOMMEND THAT THE U.S. DEPARTMENT OF I \ O N D. RIVE - � N N `V N u' PATE \ X 0 .o TRANSPORTATION STANDARD R 1 -8 516N BE MOUNTED IN FRONT OF AND CENTERED ON THE PARKIN& SPACE. SDI SCALE: NOT TO SCALE IN_L.INE_CURB_RAMPDW6 SDI " _ " SCALE: 3 ILO" F r EXTERIOR FAGS OF BUILDING " / , REV \ SITE PLAN STATE AND LOCAL CODES MAY HAVE VARYING REQUIREMENTS. SOME STATE OR LOCAL CODES 1 I (2T1Pa 4" SEE SITE PLAN / 1 {/2" DIA. 953 GRADE e REQUIRE AN ADDITIONAL 51614 THAT INDICATES A FINE_ AMOUNT FOR PARKIN& IN THE RESERVED SPACE WITHOUT PARKIN REGISTRATION. FINE AMOUNT MAY Y. EACH VAN ACCESSIBLE PARKIN& AISLE 15 ALSO REQUIRED TO BE IDENTIFIED WITH A 516N WITH THE TEXT, "VAN AGGE5518LE" MOUNTED BELOW THE 159. IT 15 REQUIRED THAT A 516N BE USED TO DESIGNATE EACH YANG AGGE5518LE PARKING SPACE. THE VERTICAL 516NAGE 15 REQUIRED TO REMAIN CODE BUILDING \ REVIEWED FOR COMPLIANCE APPROVED o it JUL 1 1 2012 ! O O / / t, • 0 0 0 0 m ss STEEL PIPE HANDRAIL SET INTO GONG. PIER - VERTICAL SPACED AT 31-4" O.G. MAX. - SEE SITE PLAN FOR GUARD RAIL LENGTH INTERMEDIATE RAILS - I/2 "4� STt. BARS ®4" O.C. MAX. 0 0 0 0 TYPICAL I0 P.S. City of DIVISION �\ VISIBLE WITH A VEHICLE PARKED IN THE SPACE. IT 15 RECOMMENDED THAT THE BOTTOM EDGE OF THE O.a" n k ym ? \ # :� il � 7.o 01 it LOWEST ADM& REQUIRED 516N BE MOUNTED AT 60" ABOVE FINISH GRADE. THE PARKIN 5I&NA6E MAY ALSO BE MOUNTED ON A WALL OR BUILDING. IT 15 RECOMMENDED THAT 17-E: HORIZONTAL DIMENSION FROM THE 516N PLACEMENT TO THE FRONT OF THE SPACE BE 60" OR LE55. IF THE 516N 15 LOCATED WHERE IT COULD BE DAMAGED BY VEHICLES, A BOLLARD OR OTHER PROTECTION 15 RECOMMENDED. e ACCESSIBLE PARKING SIGNAGE `P _ r r — — — — 1 1 1 1 1 1 U I 1 1 1 8" DIA. X 18" DEEP I GONG. PIER u ID DETECTABLE I. DETECTABLE WARNINGS SHALL CONSIST RAISED TRUNCATED DOMES WITH A DIAMETER NOMINAL O.1 INCHES, A HEIGHT OF NOMINAL INCHES, AND A CENTER -TO- CENTER SPACING NOMINAL. 2.35 INCHES, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. WARNING DETAIL OF OF 0.2 OF ' �. \ — J L — J NOTE: PREPARE 4 PAINT METAL RAIL PER SPECIFICATIONS- VERIFY COLOR w/MMDONALD'S PROD. MANAGER NOTE: ALL TEXT AND ARROW SHALL BE PAINTED YELLOW (PM5 I23) 2 PAINTED "DRIVE -THRU" WITH ARROW 14 GUARDRAIL SDI SCALE: NOT TO SCALE PAINTED_DRIVE_THRUDW6 SDI SCALE: NOT TO SCALE AGGE55{BILITY_516NDW6 _D{ SCALE: NOT TO SCALE DETEGTAE WARNIN6DW6 �5D1 SCALE: 1/2° = i' -0" 6UARDRAILDW6 8" EXP. JOINT 5" 5 LB. BOND I NOT USED 6'-8" W/ BACKER ROD Q SEALANT VARIES BREAKER RI" - & T PAYING 1595 SLOPE MAX. 0 THANX ©2010 McDom I's USA, 1 ire the confidential anc id shall not be copied contract documents we junction with its issue site or at a later time ample on another prole Ids and engineers. RI m another project is r T.O. FDN. > 4, T.O. SLAB BUILDING o o° ' Q 1 4 FOUNDATION - -) PER STRUCTURAL ` > d 4' C u0° ' o Q _ o \ \\ ` \``♦ ,X>2* \ \ ` 4 COMPACTED LAYER OR APPROVED. SUBGRADE MATERIAL *4 BARB 0 N Y° \ \ /� f/\ 6" \ / / 048" O.G. CONCRETE; REINF. 4.4 W/ FIBERMESH NOTES: I. PROVIDE CONTRACTION II BUILDING , JOINTS SIDEWALK 0 15' GG $ EXPANSION JOINTS 0 15' CG NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PM5 123) 3 PAINTED "THANK YOU" m Z ll1 Q ° STD ISSUE DATE XX /XX /2011 Q lD w W > a o N Q� X X SITE ADDRESS 16501 SOUTHCENTER PARKWAY, TUKWILA, WA QS1SS �DI SCALE: NTS SDI SCALE: NOT TO SCALE PAINTED_THANK_YOUDW6 WI SCALE= I" = I' -0" SIDEVVAL.KDW6 - VARIES, SEE SITE PLAN 8 NOT USED 4' -0" gm 0 TITLE 201 1 8U I LD I NCB REMODEL CANOPY VERSION PARAPET DESCRIPTION GMU BEARIN6 WALLS WOOD ROOF FRAMING CULTURED STONE EXTERIOR FINISH ARCADE /EN1RY �it,i ,` " 15 • I I" R TOOLED ED6E5, TYP. LANDSCAPE AREA PER SITE PLAN „,: ���� yL� 1% ��1 \k\\\ *1 CONCRETE REINFORCE 4" VAi Z �� \// , //\\ /� /��7�t WITH BROOM FINISH. WITH FIBERNIESH ��Ai Vy �/, A� %v/�\y/ />/ .`/ NOTE: I. PROVIDE CONTRACTION JOINTS AT AND EXPANSION JOINTS AT 15' CC 15' CC, -\ 4 PAINTED N. INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTE: CITY �FE� LA I. WI�TFIPB�ND (WHITE�ON BLUE) SAY 2 5 201 2. THIS SIGN TO BE FURNISHED AND INSTALLED BY 6.0. PERMIT CENTER SYMBOL OF ACCESSIBILITY COMPACTED LAYER OF APPROVED SUBSRADE MATERIAL 2. ENSURE A 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL, AND 2% (L5% PREFERRED) MAX. GROSS SLOPE. 12 SIDEWALK AT LANDSCAPE Q o tr � o �� A 12 -140 - #04250 z S D 1 lu 10' SITE DETAILS SDI SCAB: I" = I' -O" LANDSGAPE_51DEV4ALKDW6 �DI �DI SCE: TO SCALE ACGE551BIL{TY_5YMeOLDW6 NV V IS " -24" '✓ V V' V V \+ *V V 'V SIGN LEGEND LEGEND O "WELCOME' GATEWAY 5I6N (I NENU O CUSTOMER ORDER DISPLAY (G.ODJ (2 NENU O FP-43 MENU BOARD (2 NENU O PRE -SELL BOARD (I NENU EXISTING, CONCRETE CURBING TO REMAIW REPAIR EXISTING CONSTRUCTION TO BE DEMOLISHED NEW CONCRETE CURBING NEW STRIPING � V EXISTING, LANDSCAPING W W W NEW LANDSCAPING 10 <1=3 ==> I/ V V 4V V V 'V -V V ` ' V .V V V V V V V V V V 'V V V V V 'V V V 4, 'V V V w V V V V e, V V' 'd' V V V V V V 2 V GENERAL NOTES: I. THE LOCATION AND ORIENTATION OF MENU BOARDS AND PRE-SELLS WERE DETERMII■ED BY THE SIGHT LINES OF TI-IE CARS SHOWN. THE CARS HERE POSMONED ACCORDIN6 TO THE MAX. AMOUNT OF CARS DURIN6 A PEAK PERIOD. ALL DIMENSIONS SHONIN ARE BASED UPON PROTOTYPICAL LAYOUTS SHOPIN. AC'TUAL DIMENSIONS TO BE BASED ON SITE SPECIFIC CONFIGURATIONS AND THE REQUIREMENTS OF 2. MENU BOARD 15 ORIENTATED FOR VIEWING BY 5. PROVIDE TAO CIRCUITS FOR MENU 50 ARO . ONE CIRCUIT FOR LIGFIT5 MD ONE CIRCUIT NTH LACK FOR MOTOR AND CONTROLLER. 4. ALL GALVANIZED ANCHOR BOLTS TO BE SUPPLIED AND INSTALLED BY THE CONTRACTOR. 5. CONTRACTOR 4 516N INSTALLER TO INSTAU- ALL 516* PER MANUFACTURER INSTALLATION DRIVE-THRU GENERAL NOTES V V V V V v V 301 -0" V V 101L0" 'V 'V NV V 'J' V V 4 4' 4' v V v 'V AMA V 4, V V' V '. V v V v I b v 'V V V v 'V EXISTING McDONALD'S RESTAURANT 4,312 S.F. V v V V v V '. 'V V V V 'V V 4' b ,V V ✓ '. 'V V V V 'V V V `V w V V V, V V V ., V V V , "r V V ', A/ V v 4' V 'V V v v 'V V NV V v V V v V J v V r ✓ v V V V v V. V V w V v 'V V v V w � ♦ V V y NV v v v v v v \ ✓ V v V V V V 'V 4' V, V v v 'V V V " b J V 4' v v v V v V V v / NV 'V v V 4' NV V v 4 w V V V 'V v V '. V v v W V 'V w V 'V ✓ r v v, V V v v v V 'V ✓ V v v NV V V 'V V NV V v NV v V v V V V V V 'V ' i' '.v w " V V 'V w 'V NV V V 'V V v ,V v V V 'V NV 4+ v . V V 'V V v w V 'V w v V V v 'V V v , V V NV NV v '. V v 'V v 'V V/ V V v, "4, 4' a v V , v V 'V v V v • ',, NV Y V V NV V V V V V, V t. ✓ W 'V V V 'V 'V .' .,, v V v V V _ ' V 'V v .. e' 'V V V ✓ '/ V v V v 'V , V ✓ V V '., 't, 4' V 'V V ., V V v ✓ , 'V '1.' v' v V V ✓ '✓ ',+ v V '!/ V 'V V V V 4, 'V V V V NV V V 'V V v V V '/ V, 'V V V 4' V V 4' V 4, V V w V V v V V V v V NV b ' V • V V 'V V v 4., v '.V b V v 4' V V 'V V w REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION 'V '' °VEH1GLEDETECTOR V 1.00P TYP. - SEE✓ b b pt TAIL J8/DTi.I 4, w 29/DTI.I. V V V v v V V FP-45 MENU BOARD, TYP. -. SEE DETAIL 10 /17TI.I. v 4' ✓ v v v 'v v '. V V V „ 'V 'V 'V V V v v V V V v , V V V V V '3 V V V V -VEHICLE - DETECTOR 'LOOP TYP. DETAIL'S 18712TI.Iv 4 4, "20/17TI,.I. V ,SEEDETAIL IOroTI.I. V V V V V v V V ✓ V V V V V+ 'V PLACEMENT NOTE: ,;THE PLAC,EM NT OF', v wTHEVGUSTOMER ORDER DISPLAY ., ' 'V V SHOULD BE THAT IT- DOES NOT BLOCK U V V b w �THE' VIEWI New OF THE MENU' BOARD PROM4THEvDRIVER'S VANTA6E POINT: V V v V V v V 2 DTI.0 4V V V W V V V V V v V V 'V ,/ V 'd' V 'V V . V ! V V V V 'V 'V V V V DRIVE THRU APPROACH - SIGNAGE SCALE: I" = IO'-O" V '✓ 'V 'V V 'V V v' v V V v N4., v V , ✓ V V •' V V ,V v W v V V+ J V V '4 s NV V 'V Mrafirgemair mopeRielx PANE AT CASH f300TWININD011., NV NV NV V NV NV V NV NV V V NV OF DRIVE THRU LANE. v NV RECENEU CITY OF TUKWILA MAY Z 2012 PERMIT CENTER NV BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DE:SGR I PT ION 0 CA in Da REGISTERED ARCHITECT 'STATE OF WASHINGTON 40 a- Am © 2010 McDonald's USA, LLC 0 i ls ..! o : :16'6 :II...:2°.2 (>8-L. 0LOCLEI 7:34: 1:00 -21 114( 1:14, 411:2: '144:3, 1:5 .15:1: :I.- i li ii3[ I 1!.111! ° ‹. N :1500: i 3*(415:0:5. 7 c• 070013 v:0.0. .; . co! . ,c!C 7. 00 .;., : . 0: .4g>, . 055N :.-u!"i_ . i . .5i . 0" -: =0 ): 'oncc E _.,......0...... gna) .:1-0 : ! : SI E4D °C X LU 0 X DESCRIPTION WOOD ROOF FRAMING 16501 SOUTHGENTERR PARKYVAY, TUKIAII LA, c. Al2-140 - 4404250 triz Dueo DRIVE THRU PLAN 6' DIA. CONCRETE FILLED POST TOP OF PAVING 5 D/T POST DETAIL DTI2 SCALE: NOT TO SCALE SECTION DT_POST.DWG VIEWING AREA OF CAR IN MOTION. VEHICLE SIGHT LINES �TI2 Spy: NOT TO SCALE PRIMARY SIGHT LINE MAX. ROTATION OF HEAD BEFORE DISCOMFORT. 112.00 14.00 g." 15 �-- CLADDING ` 125 BASE PLATE ANOPY SWING ARM 01.00 MT DETAIL A SCALE 1:8 PAVEMENT SURFACE (GRADE) GALVANIZED 43" ANCHOR BOLTS 8 *3 TIES ® AR5 12 O/G t:N!AHR NA. HE-R5 T 6 (COD) CUSTOMER ORDER DISPLAY DETAIL DTI2 SCALE: NOT TO SCALE • a a 2) 1.5" CONDUIT (I) I/2" CONDUIT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION m BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION VEHICLE_5I6HT_LINESDWG, INSTALLATION NOTES (INSTRUCTIONS PER SIGN MANUFACTURE ): I. STAKE FOUNDATION AREA AND CONFIRM FINAL GRADE REQUIREMENTS WITH 6. G. (TOP OF FOUNDATION 15 6" ABOVE PAVEMENT (GRADE) ELECTRICAL: CANOPY: 5.64 AMPS, I2OVOLTS, 60Hz LED COD: 15 AMPS, I2OVOLTS, 60Hz LCD COD: 2.0 AMPS, 120VOLTS, 60 Hz NOTE: THIS SIGN 15 INTENDED TO BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF ARTICLE 600 OF THE NATIONAL ELECTRICAL CODE AND/OR OTHER APPLICABLE LOCAL CODES. THIS INCLUDES THE PROPER GROUNDING OF THE SIGN. DESIGN NOTES: I. ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.5.I. 2. CONCRETE BASE DESIGNED USING 600D TO AVERAGE SOILS HAVING AN ALLOWABLE BEARING CAPACITY OF 200 PS.FIFT. 3. ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. 4. IF THESE CONDITIONS DO NOT EXIST, A NEW BASE MUST BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER. 5. THIS ASSEMBLY AND FOUNDATION 15 DESIGNED TO WITHSTAND 50 MPH EXPOSURE C WIND LOADS. LANDSCAPE NOTE: AREA ABOVE THE BASE PLATE 15 TO REMAIN EXPOSED. NO SHROUD OR LANDSCAPE MATERIAL SHOULD BE PLACED ON TOP OF THE BASE PLATE. 0 22.00" ROUND REBAR IN *6 VERTICAL REBAR SPACED 12" OG CONCRETE m SO" X 6° 11.00 FIGURE I BOLT PATTERN FIGURE 2 REBAR LAYOUT Y SPACED 4) ANCHOR BOLTS " HOLE IN BASE PLATE FOR: 15" CONDUIT FOR DATA *ETHERNET 4) 1.5" CONDUIT FOR LOOP DETECTOR 0 1/2" CONDUIT FOR 120V PRIMARY WIRES ATTACH LETTERS WITH. (3) 1/4 -20 x I" HXHD SCREWS (3) 1/4" LOCK WASHERS ATTACH SWING ARM WITH: (5) I/2 -13x 1 -1/2" HXHD BOLTS (5) 1/2" LOCK WASHER5 (5) 1/2" FLAT WASHERS vis [ru{ Coctrauce 9 Feet NOTE I: CLADDING CUT -OUT TO TOP OF SWING ARM, CLEARANCE TO BE 3/16" TO 1/4" MINIMUM r 't— 30.00 (8) *6 VERTICAL REBARS WITH $3 TIES @ IT 0/C (4) 3/4" x 40" GALVANIZED ANCHOR BOLTS DETAIL D 30" DIA x 12" DEEP CONCRETE 8 GATEWAY SIGN DTI2 SCALE: NOT TO SCALE DETAIL G SPRING TENSION CUTAWAY VIEW ADJJ5TMENT NUTS (4)3/4 -10 GALVANIZED 40" LONG. ANCHOR BOLTS (8) 3/4 " -10 HEX NUTS (4) 3/4" LOCK WASHERS (8) 3/4" FLAT WASHERS ADJJST TO LEVEL POLE DESIGN NOTES I) ALL CONCRETE EXCEPT CONCRETE USED FOR BACK FILL SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.5.1. 2) CONCRETE BASE DESIGNED USING GOOD TO AVERAGE SOILS HAVING, AN ALLOWABLE BEARING CAPACITY OF 200 P.S.F./FT. 3) ALL FOOTING EXCAVATIONS ARE TO BE FREE OF WATER AND FOREIGN MATTER BEFORE PLACING CONCRETE. 4.) IF THESE CONDITIONS DO NOT EXIST, A NEW BASE MUST BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER 5) THIS ASSEMBLY AND FOUNDATION 15 DESIGNED TO WITHSTAND 150 MPH EXP G WIND LOADS. GOODW6 INSTALLATION NOTES (INSTRUCTIONS PER SIGN MAM)FAGTURER): I. STAKE FOUNDATION AREA AND CONFIRM FINAL. GRADE REQUIREMENTS WITH 6.C. (TOP OF FOUNDATION 15 6" ABOVE PAVEMENT (GRADE) LANDSCAPE NOTE: AREA ABOVE THE BASE PLATE IS TO REMAIN EXPOSED. NO SHROUD OR LANDSCAPE MATERIAL SHOULD BE PLACED ON TOP OF THE BASE PLATE. 14.00 'VS" SLOTTED FIGURE I BOLT HOLE 0 22.00" ROUND REBAR SPACED 12" O.G. (8) *6 VERTICAL REBAR EVENLY SPACED CONCRETE FIGURE 2 30" X 12° REBAR LAYOUT pi (4) ANCHOR BOLTS 11'6 HINGE SERVICE COVER ATTACH WITH: (g) YELLOW 8 -I8 X 1/2" SL HAIR SCREWS CLADDING CAP DO NOT OVER TIGHTEN SWING ARM BANG TUBE CHAIN CAP RECEIVEi CITY UOF TUKIMLA MAY 252012 PERMIT CENTER N O IW- <C REGISTERED N ARCHITECT . FREIHEIT STATE OF WASHINGTON ©2010 McDonald's USA, LLC m v L. +Om -o NN v v m ,F N Cr- a ma0 7 .5 aa m . y �v> > iii JQ. `o acv ao 1):( .c • O o ° JOca Ill : • C _ 0 2 ° N m a 11::°6416 O y O s U 0 L Q ? ~ p w C �'o O • v° c Ca: _`° _yv cv- m" i U Q w= 7 °N ::<:, :__::.1 o 3� • o,- 0. mL "o o ® v .. E ��o3�V° N >• p '° `om� a3. c± o. co 7 m o O N N • X N �X Q • O LS)• N X X aX Q X H J Li l� D < 0 C L1 D 0 Z 7 O Q CZ H > 0 - O < N DESGRIPTION GMU BEARING WALLS WOOD ROOF FRAMING N 16501 SOUTHGENTER PARKWAY, TUKWILA, GATEWAY_5IGNDWG `n Al2 -140 - #04250 Dill DRIVE THRU DETAILS (DN-OT I{ ■ 11 11 11 II II I I • I • I i,kli • I I • I F • • I • I • I • I • I • I is I • • FREEZER I- COOLER D.Sc MEETING ROOM 1 1 1 AD -2I AD -26 STORAGE I �f DN-05� TYP. Ir K CREW STORAGE CASHIER BOOTH AD -25 I� am-oaf` WOMEN AD -20 TYP. AD -20 TYP. 1 _ _'(DN-03) MEN IIII AD-2I) AD -26) { u OFFICE AD -14) KITCHEN • • r- - REVIEWED FOR CODE COMPLIANCE. APPROVED JUL 11 2012 City of Tukwila BUILDING DIVISION PARTIAL DEMOLITION FLOOR PLAN (NORTH) SCALE: 1/4" = 11-0" DEMOLITION KEYNOTES 11- 1L (DN-oI ) (DN -02) (m-o3) (DN -o4) (DN -o5) (DN -o6) (DN -0T) (DN -OS) (PH -oq) REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL BELOW. REMOVE EXISTING SOFFIT LIGHT FIXTURES, SPRINKLER HEADS, OVERFLOW DRAINS 4 GAP UTILITIES BEHIND WALL/A5 NECESSARY. REMOVE PORTION OF EXISTING EXTERIOR WALL CONSTRUCTION AS SHOWN TO ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN, SHEETS AI.O 4 AI.I, 4 STRUCTURAL DRAWINGS FOR MORE INFORMATION. REMOVE PORTION OF EXISTING INTERIOR WALL AS SHOWN TO ACCOMMODATE NEW CONSTRUCTION. 5EE FLOOR PLANS, SHEETS AI.O 4 AL.I, STRUCTURAL DRAWINGS 4 INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. REMOVE EXISTING STOREFRONT TO EXTENT SHOWN. SEE FLOOR PLAN, SHEET AI.O FOR EXTENT OF RELOCATION (WHERE APPLICABLE). VERIFY SALVAGE OR DISPOSAL WITH MCDONALDS AREA CONSTRUCTION MANAGER. REMOVE EXISTING FINISHES 4 FURNITURE IN DINING AREA 4 GREW ROOM AS NECESSARY FOR NEW WORK PER INTERIOR DESIGN DRAWINGS. VERIFY EXACT EXTENT OF FURNITURE REMOVAL SALVAGE, REUSE AND /OR DI5PO5AL WITH MGDONAL.D'S CONSTRUCTION MANAGER. 5EE FLOOR PLAN, SHEETS AI.O 4 AI.I, 4 INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. REMOVE EXISTING LAVATORIES FOR INSTALLATION OF NEW PER INTERIOR DESIGN DRAWINGS. REMOVE PORTION OF EXISTING GUARD RAIL; VERIFY SALVAGE, REUSE OR DISPOSAL WITH MCDONALDS AREA CONSTRUCTION MANAGER. SEE DETAIL X/50I. REMOVE EXISTING HAND DRYER 4 INSTALL NEW HAND DRYER (BRADLEY *RA50-4'14 OR APPROVED EQUAL). ENSURE ALL FIXTURES PROTRUDE NO MORE THAN 4° FROM THE WALL. SEE DETAIL IO /A4.5 FOR MOUNTING FIGHTS. REMOVE EXISTING FRONT SERVICE COUNTER TO EXTENT SHOWN. SEE FLOOR PLAN, SHEET AI.O, FOR NEW CONSTRUCTION d INTERIOR DESIGN DRAWINGS FOR FRONT COUNTER FINISHES. BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION 0 In H BARRIER REMOVAL NOTES (AD -I3) ADJRJST DOOR THRESHOLD TO ENSURE A MAX. CHANGE IN LEVEL OF 1/4" OR 1/2" WITH BEVEL TRANSITION FROM INTERIOR TO EXTERIOR ADJUST DOOR CLOSER TO ENSURE A MAX. OF 8.5 LB OPERATING PRESSURE. ENSURE A MIN. OF 5 SEC. DOOR CLOSING SPEED FROM A POINT TO DEGREE5 OPEN TO 3" FROM LATCH, AND A MIN. OF 5 SEC. DOOR CLOSING SPEED FROM A POINT 40 DEGRE-E5 OPEN TO A POINT 12 DEGREES OPEN. (AD -I4) SEE FLOOR PLAN FOR MORE INFORMATION. (AD -I5) (AD -I6) REMOVE EXISTING d RELOCATE/ INSTALL NEW SELF SERVICE ITEMS 50 THAT THE OPERABLE PORTION IS AT 44" AFF/ 24" DEEP MAX OR 54" OFF/ IO" DEEP MAX. REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS 4 INSTALL NEW AS SHOWN. VERIFY NEW SEATING PROVIDES 5% MINIMUM ACCESSIBLE SEATS. ENSURE ACCESSIBLE SEATING IS MARKED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 4 IS LOCATED ON A 36" MIN. WIDE ACCESSIBLE ROUTE. PROVIDE A MINIMUM KNEE SPACE 30" WIDE X 21" A.F.F. X 14" DEEP 4 A CLEAR FLOOR SPACE 30" WIDE X 48" DEEP AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 34" A.F.F. MAX. DISPERSE THE ACCESSIBLE SEATS EVENLY BETWEEN LOCATIONS 4 TABLE TYPES. COORDINATE WITH (AD -IT) REMOVE COUNTER OVERHANG AT MMCAFE AND PROVIDE A NEW COUNTER ALONG THE ACCESSIBLE ROUTE WITH MAX. 4" PROTRUSION FROM WALL OR SURFACE. (AD -I8) REMOVE EXISTING, RESTROOM SIGNAGE. INSTALL NEW ACCESSIBLE SIGNAGE ON LATCH SIDE WALL OF RESTROOM DOOR. SIGNAGE TO BE WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY; MOUNTED TO CENTERLINE AT 60" AFF, WITH WHITE CHARACTERS ON A BLUE BACKGROUND, BRAILLE LETTERING, AND RAISED TEXT. SEE DETAIL I5/A4.4 FOR MORE INFORMATION. (AD -I4) (AD -2o) (AD -21) (AD -22) (AD -23) (AD -24) REMOVE AND RELOCATE EXISTING URINALS, AS SHOWN, MOUNTED WITH A RIM HEIGHT OF IT" MAX. VERIFY 30 "X 48" CLEAR FLOOR SPACE AT URINAL LOCATION. VERIFY WITH MCDONALDS AREA CONSTRUCTION MANAGER IF REUSABLE. IF NOT, FIXTURE MAKE TO BE TOTO *UT441E, ZURN #Z5151 OR APPROVED EQUAL. ENSURE A MAX. 44" A.F . FLUSH VALVE. SEE IO /A45 FOR MORE INFORMATION. REMOVE 4 RELOCATE EXISTING INTERIOR WALLS, TOILET STALL WALLS, STALL DOORS, AND FIXTURES, AS SHOWN TO ACCOMMODATE BARRIER -FREE REMEDIATION WORK NECESSARY PER FLOOR PLAN. REMOVE AND REPLACE EXISTING CEILING, HVAG, GRILLES AND LIGHT FIXTURES AS NECESSARY TO ACCOMMODATE NEW WORK. INSTALL NEW PLUMBING WALL, STALL DOOR, AND FIXTURES AS SHOWN PER FLOOR PLAN 4 SCHEDULES. RECONNECT ALL REQUIRED UTILITIES. REFER TO IO /A4.5 FOR MOUNTING LOCATIONS AND HEIGHTS. RELOCATE COAT HOOK TO WITHIN PROPER REACH RANGE PER IO /A43 AND PROVIDE A GOAT HOOK IN THE MEN'S RESTROOM. REMEDIATION OCCURS IN (DN -06) REMEDIATION OCCURS IN (AD -20) APJJST THE DOOR CLOSER AS NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OF 8.5 LB. ENSURE A MIN. SWEEP PERIOD OF 3 SECONDS FROM A 10 DEGREE OPEN TO A POINT 5" FROM THE LATCH. 5 SECONDS FROM A 40 DEGREE OPEN TO A 12 DEGREE OPEN. (AD-25) REMOVE AND REPLACE BABY CHANGE STATIONS 50 THAT THE HANDLE IS LOCATED A MX. 48" A.F.F AND IF IT IS NOT RECESSED, IT DOES NOT PROTRUDE MORE THAN 4" FROM THE FACE OFA WALL. (AD -26) PROVIDE SELF CLOSING HINGES AT BOTH ADA ACCESSIBLE WATER CLOSET STALLS. (AD -21) REMEDIATION OCCURS IN (AD -20) CITY OF TUKWILA MAY 2 5 2012 PERMIT CENTER REGISTERED ARCHITECT Iiili.vijOHARD 0. FREIHEIT STATE OF WASHINGTON © 2010 McDonald's USA, LLC —J J mu) 0 CI c U 0 m L. �g -00 0 o-.- m0° m L. O c .o O m ag a0 m m e L. o. 1. 0 ovv m ai °o N L. c a) - m m .,.+ C eo 0c -0 30 —f+ C L .t0 ,•,• C C±. E 0 0 7 y 0 C 0 C +, 0 0C L C y C m - v- 4- O V Q C -..0 0. w N`►- O O O 0 'O :o°8 _ aam) CO 7 0) W 0 dl O : M- i c m E ° o v �,+, m ;+- N X030 II-- a3.�c m 4'04) N 0 c °o 3 04 1_-00 0_ • a;.� .0 N c o, a �0� m oC0 m 0 c a ° U Xtm+ o ms m o o 0 m m• L. C 2 w 0 +")' m m E 4- 0 a �o-°v C Cc. - o voE 0 a) 0 0 m � m a tft z < a O w N LnX QX Ul O X X QX Q X LEGEND EXISTINkS CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING EQUIPMENT TO REMAIN GMU BEARING WALLS z z U- lx S 16501 SOUTHGENTER PARKWAY, TUKWILA, WA 48188 I- w DEMO PLAN Al2 -140 - #042 1.0 • (DN -02 • I '1 ;firi • • 0 0{ D c 0 ,00 DINING L. - t CUSTOMER SERVICE AREA L - J ENTER i a PN -04 DINING (AD -15, / \ i I — - I r ! r �} ' 1 - u t o r L 1 I j ao i 7 I i i I I 1 I 1I I i4J hTri I I I I II II II II I1 II II II T (DN -02) L L 0-5-1170-j) PARTIAL DEMOLITION FLOOR PLAN (SOUTH) SCALE: 1/4" = I'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION DEMOLITION KEYNOTES IL r IL (DN -01) REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL BELOW. REMOVE EXISTING SOFFIT LIGHT FIXTURES, SPRINKLER HEADS, OVERFLOW DRAINS 4 CAP UTILITIES BEHIND WALL/A5 NECESSARY. (PN -02) REMOVE PORTION OF EXISTING EXTERIOR WALL CONSTRUCTION AS SHOWN TO ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLAN, SINS AI.O 4 AI.I, 4 STRUCTURAL DRAWINGS FOR MORE INFORMATION. (DN -03) REMOVE PORTION OF EXISTING INTERIOR WALL AS SHOWN TO ACCOMMODATE NEW CONSTRUCTION. SEE FLOOR PLANS, SHEETS AID 4 AI.I, STRUCTURAL DRAWINGS 4 INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. (DN-04) REMOVE EXISTING STOREFRONT TO EXTENT SHOWN. SEE FLOOR PLAN, SHEET AI.0 FOR EXTENT OF RELOCATION (WHERE APPLICABLE). VERIFY SALVAGE OR DISPOSAL WITH MCDONALDS AREA CONSTRUCTION MANAGER. REMOVE EXISTING FINISHES 4 FURNITURE IN DINING AREA 4 CREW ROOM AS NECESSARY FOR NEW WORK PER INTERIOR DE516N DRAWINGS. VERIFY EXACT EXTENT OF FURNITURE REMOVAL, SALVAGE, REUSE AND /OR DISPOSAL WITH MCDONALD'S CONSTRUCTION MANAGER. SEE FLOOR PLAN, : HECTS AI.0 4 AI.I, 4 INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. (PN -06) REMOVE EXISTING LAVATORIES FOR INSTALLATION OF NEW PER INTERIOR DESIGN PRAWIN65. (DN-0 ►) REMOVE PORTION OF EXISTING GUARD RAIL; VERIFY SALVAGE, REUSE OR DISPOSAL (PN -O5) (DN -08) (DN -oq) WITH MCDONALD'S AREA CONSTRUCTION MANAGER SEE DETAIL X/SDI. REMOVE EXISTING HAND DRYER 4 INSTALL NEW HAND DRYER (BRADLEY 1'RA5Q -414 OR APPROVED EQUAL,). ENSURE ALL FIXTURES PROTRUDE NO MORE THAN 4" FROM THE WALL. SEE DETAIL I0 /A4.5 FOR MOUNTING HEIGHTS. REMOVE EXISTING FRONT SERVICE COUNTER TO EXTENT SHOWN. SEE FLOOR PLAN, SHEET AI.0, FOR NEW CONSTRUCTION 4 INTERIOR DESIGN DRAWINGS FOR FRONT COUNTER FINISHES. BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION N 0 N W Q BARRIER REMOVAL NOTES (AD -I3) ADJUST DOOR THRESHOLD TO ENSURE A MAX. CHANGE IN LEVEL OF I /4" OR I/2" WITH BEVEL TRANSITION FROM INTERIOR TO EXTERIOR ADJUST DOOR CLOSER TO ENSURE A MAX. OF 5.5 LB OPERATING PRESSURE. ENSURE A MIN. OF 3 SEC. DOOR CLOSING SPEED FROM A POINT 10 DEGREES OPEN TO 3" FROM LATCH, AND A MIN. OF 5 SEC. DOOR CLOSING, SPEED FROM A POINT 40 DEGREES OPEN TO A POINT 12 DEGREES OPEN. (AD -I4) SEE FLOOR PLAN FOR MORE INFORMATION. (AD -I5) REMOVE EXISTING 4 RELOCATE/ INSTALL NEW SELF SERVICE ITEMS SO THAT THE OPERABLE PORTION IS AT 44" AFF/ 24" DEEP MAX OR 54" OFF/ IOU DEEP MAX. REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS 4 INSTALL NEW AS SHOWN. VERIFY NEW SEATING PROVIDES 5% MINIMUM ACCESSIBLE SEATS. ENSURE ACCESSIBLE SEATING 15 MARKED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 4 15 LOCATED ON A 36" MIN. WIDE ACCESSIBLE ROUTE. PROVIDE A MINIM KNEE SPACE 30" WIDE X 27" A.F.F. X Iq" DEEP 4 A CLEAR FLOOR SPACE 50" WIDE X 45" DEEP AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 34" A.F.F. MAX. DISPERSE THE ACCESSIBLE SEATS EVENLY BETWEEN LOCATIONS 4 TABLE TYPES. COORDINATE WITH (AD -I6) (AD -17) REMOVE COUNTER OVERHANG, AT McCAFE AND PROVIDE A NEW COUNTER ALONG THE ACCESSIBLE ROUTE WITH MAX. 4" PROTRUSION FROM WALL OR SURFACE. REMOVE EXISTING RESTROOM SIGNA6E. INSTALL NEW ACCESSIBLE SIGNAGE ON LATCH SIDE WALL OF RESTROOM DOOR. SIGNAGE TO BE WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY; MOUNTED TO CENTERLINE AT 60" AFF, WITH WHITE CHARACTERS ON A BLUE BACKGROUND, BRAILLE LETTERING, AND RAISED TEXT. SEE DETAIL I5/A4.4 FOR MORE INFORMATION. (AD -IS) (AD-141) (AD-20) REMOVE AND RELOCATE EXISTING URINALS, AS SHOWN, MOUNTED WITH A RIM HEIGHT OF 11" MAX. VERIFY 30 "X 48" CLEAR FLOOR SPACE AT URINAL LOCATION. VERIFY WITH MCDONALD'S AREA CONSTRUCTION MANAGER IF REUSABLE. IF NOT, FIXTURE MAKE TO BE TOTO 1$UT447E, ZURN *Z5151 OR APPROVED EQUAL. ENSURE A MAX. 44" A.F.F. FLUSH VALVE. SEE 10 /A4S FOR MORE INFORMATION. REMOVE 4 RELOCATE EXISTING INTERIOR WALLS, TOILET STALL WALLS, STALL DOORS, AND FIXTURES, AS SHOWN TO ACCOMMODATE BARRIER -FREE REMEDIATION WORK NECESSARY PER FLOOR PLAN. REMOVE AND REPLACE EXISTING CEILING, HVAC, GRILLES AND LIGHT FIXTURES AS NECESSARY TO ACCOMMODATE NEW WORK. INSTALL NEW PLUMBING WALL, STALL DOOR, AND FIXTURES AS SHOWN PER FLOOR PLAN 4 SCHEDULES. RECONNECT ALL REQUIRED UTILITIES. REFER TO I0 /A4.5 FOR MOUNTING LOCATIONS AND HEIGHTS. (AD -2I) RELOCATE GOAT HOOK TO WITHIN PROPER REACH RANGE PER IO /A4.5 AND PROVIDE A COAT HOOK IN THE MEN'S RESTROOM. (AD -22) REMEDIATION OCCURS IN (DN -06) (AD -25) REMEDIATION OCCURS IN (AD -20) (AD -24) ADJUST THE DOOR CLOSER AS NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OF SS LB. ENSURE A MIN. SWEEP PERIOD OF 3 SECONDS FROM A 10 DEGREE OPEN TO A POINT 5" FROM THE LATCH. 5 SECONDS FROM A q0 DEGREE OPEN TO A 12 DEGREE OPEN. (AD -25) REMOVE AND REPLACE BABY CHANGE STATIONS 50 THAT THE HANDLE IS LOCATED A MX. 48" APP AND IF IT IS NOT RECESSED, IT DOES NOT PROTRUDE MORE THAN 4' FROM THE FACE OFA WALL. (AD -26) PROVIDE SELF CLOSING HINGES AT BOTH ADA ACCESSIBLE WATER CLOSET STALLS. (AD-21) REMEDIATION OCCURS IN (AD -20) RECEIVEL CITY OF TUKWILA MAY 2 5 2012 PERMIT CENTER V5o REGISTERED ARCHITECT AID 0. FREIHEIT ATE OF WASHINGTON © 2010 McDonald's USA, LLC .o do IL. v '° v = I• T; r a) 7 0 p• 0 J O N J 0 o a. ao • d C a °) a co • Q Ua. CO C 40: v pN 0t L m U u _ a) ai �L y :-..:5• 1, C• aC° ma°-OO t O �v C• aC m N —C + Euc , - o OL.:V p o�C :• -2492 - c i:C ~VC 0 Q ° p 3�- u 0 `' E . i- ce 3 " ) u ° .tlC 21_5 L"Oa)m I- 0.342 c45 ar w- N O X QX LEGEND EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO EE DEMOLISHED EXISTING EQUIPMENT TO REMAIN W I- II' l t-! D_ 0 L D z 0O Z CD D D_ O Q (N �) 0 I= 0 GMU BEARING WALLS z 8 CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY 16501 SOUTHCENTER PARKWAY, TUKWILA, WA x8188 Al2 -140 - *04250 z° F- w e DEMO PLAN �TA. PARAPET (E) ELEV. + 16' -IO" ighB.O. SOFFIT ELEV. + q' -II 3/4" jT.O. SLAB ELEV. + 0' -0" V /////// ' / // / / / / / // / / / / //7 / / / / / / / /// / / / // 1 \ ' _ t/' /, .4ii 1,°, .■ ■■II� mu 1 y i • i � --IiLT . ' I I/ ,� -, __,{ �1T —ms- Iim■■ ■e a L J •■■■,11M06I • 'OGfG Et i riF111' rve mar —on c ==-= ►� ■■(01'I■, =1 ■�� E ■� ■ ■ ■I I ■'■■■■! ■■I Idipit ii ==== !Jamilm ■ ■\\I ■ ■i■ ■I ■■■■ ■ ■,■1'1 ■ ■ ■ ■\ ■ ■■I �®ui•: ihTD. PARAPET (E) ELEV. + 16' -10" ABA. SOFFIT ELEV. + q' -II 3/4" 46.T.O. SLAB ELEV. + O' -0" AL T.°. PARAPET (E) ELEV. + 16' -10' ALB.o. SOFFIT ELEV. + q' -II 3/4" ATD. SLAB ELEV. + 0' -0" commos. , 1. !mu 11 lip s 7====nr R. M = =1 ■©.1►1kee1 1c rourvaSeP 11 Icumamode M EIMIMMINEN, ee /11 1■ a. /ee ■.11•Eee■ee■11.u.... ■ ■1 IRUR ■ ■ee■I u • • uupMu us,ui ■1.0 •�uu u� uiuu� u s■ 1luu ■ uuu •i■� u i� ■ .■ ■ C i..■ u ■ u r I.IIruUi• HI, iU$i,�1 win iWM IIxzt . u .1• ..11 WEST ELEVATION SCALE: 1/4" = NORTH ELEVATION SCALE: I/4° = I' -0u REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESGIZ I PT I ON - Q 1 W IY } an 1.44.) 400 REGISTERED ARCHITECT :CHARD 0. FREIHEIT STATE OF WASHINGTON O4-,d = .— ., ni NS ° ° L V) a3 LOC •m 0.0-0061.4 7 aa�m ° to mial o f a o m -0 _o 0 0- 0 cam °Ea)4c 0 ° 037._0 0 • r. ° cn��c' aai*'alam m� C 0 N D 0 c•0 0 °m0 Q 0 ° c t .c°2 4:: a) v�.: v 0 0 cc-.a0 00 2 o c O c 0. 0 ° 0 U 0+. X ., ° _ a iv tiL:, � -C, ° iu c"" 0 y _ ` _ 0 N- omm E °` Ca ° a, L a0 0 030.30, 0v +L' v ›,�0•=va�c N a L O` ''SOU 1- a. 3 4-- C -4. 0 .. DEMOLITION GENERAL NOTES DEMO ELEVATION KEYNOTES I. THESE DRAWINGS WERE PREPARED BASED ON INFORMATION ATTAINED FROM A SITE SURVEY. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOLITION 4 NOTIFY THIS OFFICE IN CASE OF DISCREPANCIES ASAP. DEMOLITION I5 TO BE EXECUTED 50 AS NOT TO DISTURB EXISTING STRUCTURAL 4 ROOFING SYSTEMS, AND OTHER AREAS THAT ARE INTENDED TO REMAIN INTACT. VERIFY ALL CONSTRUCTION TO BE REMOVED THAT 15 NOT INTEGRAL TO STRUCTURAL SYSTEM PRIOR TO DEMOLITION. 2. ALL DIMENSIONS SHOWN A5 EXISTING SHOULD BE FIELD VERIFIED BY CONTRACTOR PRIOR TO DEMOLITION. VERIFY ALL DEMOLITION WORK W/ NEW CONSTRUCTION 4 INSTALLATION DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 3. DEMOLITION CONTRACTOR TO COORDINATE 4 REVIEW ALL. CONSTRUCTION DOCUMENTS 4 DETERMINE THE EXTENT OF DEMOLITION WORK 4 BECOME FAMILIAR WITH THEM THOROUGHLY BEFORE PERFORMING ANY DEMOLITION WORK. BY THE ACT OF STARTING DEMOLITION, THE CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH THE FOREGOING, TO HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE THE NECESSARY ALLOWANCES IN PREPARING HIS BID. 4. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED ELECTRICAL DEMOLITION NOTES. S. VERIFY DISPOSITION OF ALL FURNISHINGS, MILLWORK, LIGHTING FIXTURES, ETC. TO BE REMOVED W/ OWNER ALL ITEMS TO BE DISPOSED SHALL BE DISPOSED OF OFF -5ITE AND IN AN EXPEDITIOUS MANNER. 6. ROOFING CONTRACTOR TO FIELD INSPECT EXISTING ROOF FOR WEATHER TIGHTNESS 4 PROPER DRAINAGE PRIOR TO BID. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING ROOF CONDITION AND FOR INCLUDING ANY NECESSARY REPAIR COSTS IN BID. I. SAWGUT 4 REMOVE EXISTING SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL 4 PLUMBING LINES. REFER TO PLUMBING, ELECTRICAL 4 KITCHEN DRAWINGS FOR ALL SAWCUTS 4 TRENCHING WORK REQUIRED. ALL CONCRETE FLOOR WORK TO BE FINISHED FLUSH WITH EXISTING FLOOR. DOWEL NEW SLABS TO EXISTING VV *4 REBAR 0 24" O.G. EACH SIDE (STAGGERED). REBAR TO EXTEND 6" INTO EXISTING SLAB 4 ACROSS CUT OPENING. SECURE REBAR INTO EXISTING SLAB PV EPDXY GROUT. REPLACE OR REPAIR ANY VAPOR BARRIERS DISTURBED DURING EXCAVATIONS. 8. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AS REQUIRED TO MAINTAIN STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF CONSTRICTION. Al. PROTECT FROM DAMAGE DURING CONSTRUCTION ALL EXISTING WALLS, FLOORS, CEILINGS, ETC. THAT ARE TO REMAIN. CONTRACTOR TO PATCH 4 REPAIR ANY DAMAGED PORTIONS OF THE EXISTING BUILDING AS REQUIRED TO MATCH THE EXISTING ADJACENT CONSTRICTION 4 FINISHES. 10. WHEN UTILITIES ARE REMOVED, GAP 4 SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. II. THIS PLAN INDICATES A GENERAL SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN AND REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO PLUMBING, FI :'e.TRICAL 4 HVAG WORK. I2. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS DURING DEMOLITION OR CONSTRUCTION, HE SHALL IMMEDIATELY SUSPEND WORK 4 NOTIFY THE MCDONALD'S PROJECT MANAGER BEFORE PROCEEDING. I3. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER 4 IN STRICT ACCORDANCE WITH 05HA REGULATIONS. 14. THE SUB - CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT 5 NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY WALLS, COUNTERS, FURNITURE, BULKHEADS, DOORS, PLUMBING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO COMPLETE THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 5. REMOVE ANY SINKS, WATER CLOSETS, URINALS, LAVATORIES, FLOOR DRAINS, NOTED ON DRAWINGS AS WELL AS ALL ASSOCIATED PLUMBING ACCESSORIES. GAP, PLUG ALL ABANDONED SUPPLY 4 WASTE LINES. PATCH 4 SEAL ALL FLOOR PENETRATIONS. SEE MECHANICAL 4 PLUMBING DRAWINGS FOR DETAILED DEMOLITION NOTES. 16. ELEVATION HEIGHTS SHOWN ARE FOR REFERENCE ONLY. I?. CONTRACTOR RESPONSIBLE TO ENSURE ALL NEW FINISHES IN RESTROOM5 WILL NOT REDUCE REQUIRED CLEARANCES FOR ACCESSIBILITY. REFRAME WALLS AS NECESSARY TO ENSURE ALL CLEARANCES ARE MET. REMOVE EXISTING BUILDING 516NAAE. VERIFY WITH OWNER IF SALVAGEABLE. (DN -02) REMOVE EXISTING MANSARD ROOF OVERHANG PROJECTION TO ALIGN WITH WALL BELOW. REMOVE ALL ASSOCIATED GUTTERS AND DOWNSPOUTS/SPRINKLERS/LIGHTS. (DN -03) REMOVE EXISTING ROOFING FINI51 ES DOWN TO EXISTING SHEATHING AT PORTION OF MANSARD TRUSSES REMAINING. (DN -04) REMOVE ALL L060 STICKERS AND DECALS FROM ALL WINDOWS AND DOORS. (DN -05) REMOVE EXISTING STOREFRONT 4 FRAME AS SHOWN TO ACCOMMODATE NEW CONSTRUCTION. VERIFY SALVAGE OR DISPOSAL WITH MCDONALD'S AREA CONSTRUCTION MANAGER WE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF WORK. (DN -06) REMOVE PORTION OF EXISTING WALL AS SHOWN TO ACCOMMODATE NEW CONSTRUCTION. SEE DEMOLITION 4 FLOOR PLANS FOR EXTENT OF WORK. (DN -07) REMOVE EXISTING SIDING 4 TRIM FOR INSTALLATION OF NEW SIDING. VERIFY CONDITION OF EXISTING SHEATHING 4 NLRB.; REPAIR/ REPLACE AS NECESSARY. (DN -08) REMOVE EXISTING GUARD RAIL; VERIFY SALVAGE, REUSE OR DISPOSAL WITH MCDONALD'S AREA CONSTRUCTION MANAGER. EXISTING GUTTER 4 DOWNSPOUTS TO REMAIN. PROTECT FROM DAMAGE. (DN-o ) (DN -10) REMOVE BRICK WAINSCOTING TO EXTENT SHOWN. SALVAGE FOR REUSE AT NEW WALLS; VERIFY EXTENT OF SALVAGE WITH MCDONALD'S AREA CONSTRUCTION MANAGER. ( ON-II ) REMOVE EXISTING WALL FINISH DOWN TO SHEATHING AS REQUIRE FOR NEW CONSTRUCTION. ( DN -I2 ) EXISTING GUTTER 4 DOWNSPOUT TO BE RELOCATED PER PLAN. (DN -I3) EXISTING UTILITIES TO REMAIN, PROTECT FROM DAMAGE Ao 11.1 N • N N X , N• X no Lu Lil cl • 0 N N X 113 X QN QX 15 RECEIVLU CITY OF TUKWILA MAY 252012 PERMIT CENTER tu GMU BEARING WALLS >L N Q 3 16501 SOUTHGENTER PARKWAY, TUKWILA, Al2 -140 - #04250 0 D DEMO ELEVATIONS (KN -02) (KN -06) (KN -08) (AD -13) (AD-I6) (AD -21) (AD -25) I'-O" MIN. 31' -II 1/2" NEW HANDRAIL PER LENGTH OF RAMP (V.I.F.) 1' -0" MIN. • r- r t MEETING ROOM Vt 'I i Pi KN-041) - -- cl I ---- r+- - - --r I i J MEIN 1 o �v �- 0, 0 000 C� r, -4 COOLER STORAGE r- TYP. - (AD -I6) TYP. !CREW • STORAGE 1 CASHIER BOOTH OFFICE AD -25) KITCHEN 1 i y r H. - • MINN • J • � • • MEM • MMUS • • III nns n i'nn E rr 4 KN-04) 11- 46' -2" (EXISTING) PARTIAL FLOOR PLAN (NORTH) SCALE: 1/4" = I' -0" FLOOR PLAN KEYNOTES BARRIER REMOVAL NOTES (KN -0I) NEW 16" CANOPY SYSTEM ABOVE - SEE SHEET A3.O FOR NOTES - SEE ROOF PLAN FOR DIMENSIONS. NEW GUARDRAIL PER DETAIL 14 /50I. SEE SITE PLAN FOR DIMENSIONS. (KN -03) NEW/ RELOCATED STOREFRONT TO MATCH EXISTING; CONTRACTOR TO FIELD VERIFY SIZE PRIOR TO ORDERING. SEE DETAILS, SHEET A4.0, FOR APPROPRIATE OPENING FLASHING 4 DOOR 3 WINDOW SCHEDULES FOR MORE INFORMATION. (KN -04) NEW TRELLIS SYSTEM/ WALL FASCIA ABOVE - SE= SHOT AAD FOR NOTES - SEE ROOF PLAN FOR DIMENSIONS. (KN -05) NEW SEATING # DECOR PACKAGE IN DINING AREA 4 GREW ROOM. SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. COORDINATE WITH (AD -I6) NEW COLUMN/POSTS PER STRUCTURAL. FURR OUT AS REQUIRED TO ALIGN WITH ADJACENT WALL. WRAP W/LAYER 5/8" TYPE 'X 6418. AND FINISH TO MATCH ADJACENT. WRAP WITH BREAK METAL AT STOREFRONT TO MATCH ADJACENT. (KN -0l) INSTALL NEW CORIAN LAVATORY WITH INTEGRAL BOWL d BACK SPLASH. PROVIDE MATCHING SIDE SPLASHES, PER INTERIOR DESIGN DRAWINGS. INSTALL PER DETAIL I4 /A4S. ENSURE COUNTERTOP 15 MOUNTED AT 34" AFF MAX WITH AN APRON CLEARANCE OF 241" AFF MIN. ENSURE A MIN CLEAR FLOOR SPACE 30" WIDE X 48" DEEP 4 A MIN UNDER COUNTER KNEE SPACE 30" WIDE X 21" AFF X 8" DEEP. INSULATE UNDER COUNTER HOT WATER SUPPLY * DRAIN PIPES. BID ALT: INSTALL NEW AUTOMATIC FAUCETS TO BE TOTO *TEL36KGN -10, TOTO *TEL365C -10, TOTO *TEL3GGGN -10 OR APPROVED EQUAL. WATER USE TO BE 1.0 GPM (0.11 FAJ 10 SEC CYCLE). PLUMBING CONTRACTOR TO PROVIDE GRID DRAIN, P -TRAP * VALVE STOPS 4 TO COORDINATE WITH GC TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT. (KN -O41) PROVIDE NEW DOWN SPOUT, CONNECT TO EXISTING. REMOVE EXISTING HAND DRYER 4 INSTALL NEW HAND DRYER (BRADLEY 41RA5Q -q14 OR APPROVED EQUAL). MOUNT 50 THAT THE OPERABLE PORTION 15 AT 48" AFF MAXIMUM. ENSURE ALL FIXTURES PROTRUDE NO MORE THAN 4" FROM THE WALL. SEE DETAIL IO /A4.5 FOR MOUNTING NIGHTS. INSTALL I 1/2" DI. CONTINUOUS HANDRAIL 34" OFF. $ 1 1/2" OFF WALL/ GUARDRAIL. EXTEND HORIZONTALLY 12" BEYOND TOP AND BOTTOM OF LANDING AND RETURN TO WALL OR GUARDRAIL, TYP. PAINT TO MATCH BASE BUILDING PER ELEVATIONS, A2.O. ( KN -II ) NOT USED. ( KN -I2 ) INSTALL NEW FRONT ORDER COUNTER AS SHOWN 4 PER DETAIL Iq /A4.6. FINISHES PER ID DRAWIN65. PROVIDE ALL REQUIRED UTILITIES FOR REGISTER 4 GABLE GROMMET IN COUNTER, REGISTER, RECEIPT PRINTER d UNDER COUNTER CABINET PROVIDED BY OWNER. INSTALL UNDER COUNTER CABINET IN/ (2) STAINLESS STEEL SHELVES ON SERVICE SIDE. INSTALL ELECTRICAL AT NEW P.0.5. LOCATIONS. VERIFY P.0.5. LOCATIONS WITH McDONALD'S CONSTRUCTION MANAGER. (KN -I3) NEW GLASS TILE FINISH OVER EXISTING WALLS WHERE SHOWN, PER INTERIOR DESIGN DRAWINGS. (KN -I4) INTERRUPT GLASS PANEL WITH GRAPHIC DISPLAY 4 4" BASE. SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. CENTER INTERRUPT PANEL WITH CENTER OF ADJACENT WALL, AND ALIGN FRONT EDGE OF PANEL WITH FRONT OF SERVICE COUNTER. SEE DETAILS I4/A4.6 4 I5 /A4b. (KN -I5) NEW ACCENT FLOOR TILE PER INTERIOR DESIGN DRAWINGS. FLOOR PLAN GENERAL NOTES I. GENERAL CONTRACTOR SHALL COORDINATE PREPARATION OF EXISTING AREAS FOR NEW CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF EACH RESPECTIVE CONTRACTOR TO COORDINATE WITH THE OTHER TRADES. FAILURE TO DO 50 WILL NOT CONSTITUTE GROUNDS FOR A CHANGE ORDER. 3. ALL EXISTING WALLS TO REMAIN, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY STRUCTURAL ITEMS TO BE REMOVED PRIOR TO REMOVAL. 5. THE 6.C. SHALL BE RESPONSIBLE FOR PHOTOGRAPHING THE CONDITION OF EXISTING FINISHES. THESE INCLUDE KITCHEN TILES, VINYL BASES, FLOOR TILES, AND CEILING TILES THROUGHOUT CEILING GRID IN THE DINING AREA AND KITCHEN. 6. WATER RESISTIVE TYPE "X" GYPSUM WALL BOARD AT ALL WET AREAS. 1. ALL NEW FLOORING SHALL BE FIRM, STABLE AND SLIP - RESISTANT. 8. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. q. 6G TO PROVIDE ADA SI6NASE PACKAGE MD INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SI6NA6E PACKAGE SUPPLIED BY: FORREST PERMA -516N 18OO- 2I48165 412412 1ST ST., BOX 588 rim.forrestpermasicns.com NEW ROCHELLE, NY 10802 10. GENERAL CONTRACTOR RESPONSIBLE TO COORDINATE NEW RESTROOM WALL FINISHES AND REQUIRED RESTROOM CLEAR FLOOR SPACES AND FUTURE CLEARANCES; ENSURE MIN. DIMENSIONS REQUIRED ARE MAINTAINED, OR RELOCATE WALLS AS NECESSARY TO ENSURE ALL ACCESSIBILITY CLEARANCES ARE PROVIDED. Ii. 6C TO PROVIDE NON- LOADBEARIN6 WALLS PER 3/A4.4 AND PARTIAL HEIGHT WALLS PER //A4.4. (AD-II) INSTALL WHITE ON BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY 5I6NA6E AT THE ACCESSIBLE DOORS (BOTH NON-DRIVE THRU SIDE DOORS). SEE DETAIL IO /A4.4. INSTALL DIRECTIONAL 516NAGE AT THE NON-ACCESSIBLE DOOR (DRIVE-THRU SIDE) PER DETAIL II/A4.4. (AD -I2) INSTALL TACTILE EXIT 5I6NAGE AT ALL DOORS PER DETAIL I2/A4.4. ENSURE AN 18" X 18" CLEAR FLOOR SPACE AT THE EXIT SI6NA6E. ADJUST DOOR THRESHOLD TO ENSURE A MAX. CHANGE IN LEVEL OF 1/4" OR 1/2" WITH BEVEL TRANSITION FROM INTERIOR TO EXTERIOR. ADJUST DOOR CLOSER TO ENSURE A MAX. OF 8.5 LB OPERATING PRESSURE. ENSURE A MIN. OF 3 SEC. DOOR CLOSING SPEED FROM A POINT 10 DEGREES OPEN TO 3" FROM LATCH, AND A MIN. OF 5 SEC. DOOR CLOSING SPEED FROM A POINT 410 DEGREES OPEN TO A POINT 12 DEGREES (AD -I4) PROVIDE BRAILLE AND PICTURE MENU AVAILABILITY 5I6NA6E AT THE FRONT COUNTER IN A LOCATION APPROPRIATE FOR CUSTOMER VISION. SEE DETAIL I4/A4.4. ENSURE BRAILLE AND PICTURE MENUS ARE LOCATED AT THE FRONT COUNTER IN A LOCATION APPROPRIATE FOR CUSTOMER USE. OPEN. (AD -I5) REMOVE EXISTING # RELOCATE/ INSTALL NEW SELF SERVICE ITEMS 50 THAT THE OPERABLE PORTION IS AT 44" AFF/ 24" DEEP MAX OR 54" AFF/ 10" DEEP MAX. REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS # INSTALL NEW AS SHOWN. VERIFY NEW SEATING PROVIDES 5% MINIMUM ACCESSIBLE SEATS. ENSURE ACCESSIBLE SEATING IS MARKED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY 4 IS LOCATED ON A 36" MIN. WIDE ACCESSIBLE ROUTE. PROVIDE A MINIMUM KNEE SPACE 30" WIDE X 21" A.F.F. X Iglu DEEP 4 A CLEAR FLOOR SPACE 30" WIDE X 48" DEEP AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 34" A.F.F. MAX. DISPERSE THE ACCESSIBLE SEATS EVENLY BETWEEN LOCATIONS d TABLE TYPES. COORDINATE WITH (ICN -05) (AD -I1) REMOVE COUNTER OVERHANG AT McC.AFE AND PROVIDE A HEN COWER ALONG THE ACCESSIBLE ROUTE WITH MAX. 4" PROTRUSION FROM WALL OR SURFACE. REFER TO INTERIOR DC-516N DRAWINGS FOR MORE INFORMATION. (AD -I8) REMOVE EXISTING RESTROOM 5I6NA6E. INSTALL NEW ACCESSIBLE 5I6NA6E ON LATCH SIDE WALL OF RESTROOM DOOR. 5I6NAGE TO BE WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY; MOUNTED TO CENTERLINE AT 60" AFF, WITH WHITE CHARACTERS ON A BLUE BACKGROUND, BRAILLE LETTERING, AND RAISED TEXT. SEE DETAIL I5/A4.4 FOR MORE INFORMATION. (AD -Iq) REMOVE AND RELOCATE EXISTING URINAL, AS SHOWN, MOUNTED WITH A RIM HEIGHT OF IT MAX. VERIFY 50 "X 48" CLEAR FLOOR SPACE AT URINAL LOCATION. VERIFY WITH MCDONALD'S AREA CONSTRUCTION MANAGER IF REUSABLE. IF NOT, FIXTURE MAKE TO BE TOTO *1T441E, ZURN CZ5/51 OR APPROVED EQUAL. ENSURE A MAX. 44" A.F.F. FLUSH VALVE. SEE 10/A4.5 FOR MORE INFORMATION. (AD -20) REMOVE 4 RELOCATE EXISTING INTERIOR WALLS, TOILET STALL WALLS, STALL DOORS, AND FIXTURES, AS SHOWN TO ACCOMMODATE BARRIER -FREE REMEDIATION WORK NECESSARY PER FLOOR PLAN. REMOVE AND REPLACE EXISTING CEILING, HVAC, GRILLES AND LIGHT FIXTURES AS NECESSARY TO ACCOMMODATE NEW WORK. INSTALL NEW PLUMBING WALL, STALL DOOR, AND FIXTURES AS SHOWN PER FLOOR PLAN d SCHEDULES. RECONNECT ALL REQUIRED UTILITIES. REFER TO IO /A4.5 FOR MOUNTING LOCATIONS AND HEIGHTS. RELOCATE COAT HOOK TO WITHIN PROPER REACH RANEE PER IO /A4S AND PROVIDE A COAT HOOK IN THE MEN'S RESTROOM. (AD -22) REMEDIATION OCCURS IN (KN -07) (AD -23) REMEDIATION OCCURS IN (AD -20) (AD -24) ADJUST THE DOOR CLOSER AS NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OF 8.5 LB. ENSURE A MIN. SWEEP PERIOD OF 3 SECONDS FROM A TO DEGREES OPEN TO A POINT 3" FROM THE LATCH. 5 SECONDS FROM A q0 DEGREE OPEN TO A 12 DEGREE OPEN. REMOVE AND REPLACE BABY CHANGE STATIONS 50 THAT THE HANDLE 15 LOCATED A MX. 48" A.F.F AND IF IT IS NOT RECESSED, IT DOES NOT PROTRUDE MORE THAN 4" FROM THE FACE OFA WALL. (AD -26) PROVIDE SELF CLOSING HINGES AT BOTH ADA ACCESSIBLE WATER CLOSET STALLS. (AD -21) REMEDIATION OCCURS IN (AD -20) REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION R GEIVk> CITY OF TUKWILA MAY 2 5 2012 PERMIT CENTER BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE PESCR I PT I ON N 0 LILT a D a 2010 McDonald's USA, LW WALL TYPE SCHEDULE TYPE DESCRIPTION HEIGHT NEW EXTERIOR WALL CONSTRUCTION CULTURED STONE VENEER PERMEABLE MEMBRANE WITH OPEN WEAVE HI6H IMPACT FIBER REINFORCING MESH OVER DRAINAGE MAT WITH FACER TYVEK COMMERCIAL D W.RBJ AB. PER MCDONALD'S SPECS. PLYWOOD SHEATHING PER STRUCTURAL 2X P.T. WOOD STUDS @ 16" O.G. BATT INSULATION TO FILL CAVITIES ANCHOR TO WALL ASSEMBLY BEHIND PER STRUCTURAL PER ELEVATIONS 15- Go co 41 GO D o c LO L e o c m.�otm°�. CO 0 0E --.. o 42 • 0t0cv)a c U C � ,°' o0' 3 = ° c C• O L O iO - s • c L i vi o 're) Co • ° N -° 0 00 2m C • c 0 N O O O i O 0-c .x CU +O-, ter`- -v- 22 0 ° 0 O `_ U Vi i+ w ° O C"- O i ° 0 cN 0 M Nc~ =o'�vc °000°' O Q�aai�oyv a 1 iw C a� 030�p0 i'D a� j fA q U_ • U OLD ` 0 0 0 1- a3 - c:, o0iy Q O W N O X X � X LEGEND NEW EXTERIOR INFILL WALL CONSTRUCTION BRICK VENEER - RUNNING BOND COURSING - WITH WEEPS o 24" O.G. OR EXPOSED EXTERIOR) TYVEK COMMERCIAL D W.RBJ AB. (0 EXPOSED EXTERIOR) SHEATHING PER STRUCTURAL 2X8 WOOD STUDS PER STRUCTURAL R -I' BATT INSULATION WITHIN CAVITIES W/ VAPOR BARRIER ON WARM SIDE 5/8" TYPE 'X' GYPSUM WALL BOARD FINISH TO MATCH ADJACENT/ PER INTERIOR DESIGN DRAWINGS PER ELEVATIONS O 4 EXISTING CONSTRUCTION TO REMAIN EXISTING EQUIPMENT TO REMAIN OVERHEAD CONSTRUCTION NEW WALL CONSTRUCTION NEW OR RELOCATED EQUIPMENT DOOR TA6 - SEE DOOR SCHEDULE ON SHEET A6.O WINDOW TAE - SEE WINDOW SCHEDULE ON SHEET A6.0 NEW INTERIOR WALL CONSTRUCTION FINISH PER TO MATCH ADJACENT/ PER INTERIOR 12E516N DRAWINGS 5/8" TYPE 'X' GYPSUM WALL BOARD 2X4 WOOD STUDS ® 16" O.G. SOUND BATT INSULATION • 'A' DESIGNATION 5/8" TYPE 'X' GYPSUM WALL BOARD FINISH TO MATCH ADJACENT/ PER INTERIOR DESIGN DRAWINGS TO 6" ABOVE CEILING, U.N.O. NEW INTERIOR WALL CONSTRUCTION FINISH PER INTERIOR DESIGN 5/8" TYPE 'X' GYPSUM WALL BOARD 2X6 WOOD STUDS ® 16' O.G. SOUND BATT INSULATION ® 'A' DESIGNATION 5/8" TYPE 'X' GYPSUM WALL BOARD FINISH PER INTERIOR DESIGN TO 6" ABOVE CEILING, U N.O. Z 0O Dt —I IL > - • O Al2 -140 - #04250 z°1_ A1.O FLOOR PLAN IG 16501 SOUTHGENTER PAfi2KNAY, TUKYJILA, WA G8I88 >s 0 v�- KN -02 2' -0" .ift Irma 12' -O" (HOLD) :8'-0" (HOLD) l'-4" (HOLD) KN-04 1 6` KN -0I ( AD -II u I 11 11 11 I ■ j , DINING 5'-5 I /41" 2'-6 1/2" 6" 2' I (v.I.F) 2 -4 6N " II-8" (AD -I2 6' -q" L J 8' -0" (V.I.F) 6N I 9 ■ 0 • ■ 1 MIN KN-I3 ) PRESENTER ti is; ALIGN VW/ IrAWI;94 z x A • ? 1 I i I j �! I ry AI, , L = CUSTOMER I_ SEFRVICE AREA , I i �_ a 1K •t 3'-4 1/4" /T l KN-05 � TYP. A D -Ib, TYP. H L DINING II I' -8 3/4" (V.I.F) '1- II r.' 1 i ji U H t h z 2 KN-04) J ■ TT -1 (KN -04) • KN-04) A4.I KN -01 KN-03 PARTIAL FLOOR PLAN (SOUTH) SCALE: 1/4" = I'-0" FLOOR PLAN KEYNOTES BARRIER REMOVAL NOTES z U- IL m (KN ) -0I NEW 16" CANOPY SYSTEM ABOVE - SEE SHEET A3.0 FOR NOTES - SEE ROOF PLAN FOR DIMENSIONS. (KN -02) NEW GUARDRAIL PER DETAIL 14 /50I. SEE SITE PLAN FOR DIMENSIONS. (KN -03) NEW/ RELOCATED STOREFRONT TO MATCH EXISTING; CONTRACTOR TO FIELD VERIFY SIZE PRIOR TO ORDERING. SEE DETAILS, SHEET A4.0, FOR APPROPRIATE OPENING, FLASHING 4 DOOR 4 WINDOW SCHEDULES FOR MORE INFORMATION. (KN-04) NEW TRELLIS SYSTEM/ WALL FASCIA ABOVE - 5EE SHEET A3.0 FOR NOTES - SEE ROOF PLAN FOR DIMENSIONS. (KN -05) NEW SEATING 4 DECOR PACKAGE IN DINING AREA 4 GREW ROOM. SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. COORDINATE WITH (AD -I6) (KN -06) NEW COLUMN/POSTS PER STRUCTURAL. PURR OUT AS REQUIRED TO ALIGN WITH ADJACENT WALL. WRAP VI/LAYER 5/8" TYPE 'X' 6 8. AND FINISH TO MATCH ADJACENT. WRAP WITH BREAK METAL AT STOREFRONT TO MATCH ADJACENT. (KN -07) INSTALL NEW CORIAN LAVATORY WITH INTEGRAL BOWL 4 BACK SPLASH. PROVIDE MATCHING SIDE SPLASHES, PER INTERIOR DESIGN DRAWINGS. INSTALL PER DETAIL 14/A45. ENSURE COUNTERTOP 15 MOUNTED AT 34" AFF MAX WITH AN APRON CLEARANCE OF 241" AFF MIN. ENSURE A MIN CLEAR FLOOR SPACE 30" WIDE X 48" DEEP 4 A MIN UNDER COUNTER KNEE SPACE 30" WIDE X 27" APP X 8" DEEP. INSULATE UNDER COUNTER HOT WATER SUPPLY d DRAIN PIPES. BID ALT: INSTALL NEW AUTOMATIC FAUCETS TO BE TOTO *TEL5GKCN -I0, TOTO *TE1365C -IO, TOTO *TEL3GGGN -10 OR APPROVED EQUAL. WATER USE TO BE 1.0 GPM (0.17 FA. 10 SEC CYCLE). PLUMBING CONTRACTOR TO PROVIDE GRID DRAIN, P -TRAP $ VALVE STOPS 4 TO COORDINATE WITH GC TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT. (KN -08) PROVIDE NEW DOWN SPOUT, CONNECT TO EXISTING. (KN-04) REMOVE EXISTING HAND DRYER d INSTALL NE N HAND DRYER (BRADLEY #RA5Q- r14 OR APPROVED EQUAL). MOUNT 50 THAT THE OPERABLE PORTION 15 AT 48" APP MAXIMUM. ENSURE ALL FIXTURES PROTRUDE NO MORE THAN 4" FROM THE WALL. SEE DETAIL IO /A45 FOR MOUNTING HEIGHTS. (KN -I0) INSTALL 1 1/2" DI. CONTINUOUS HANDRAIL 34" AFF. * 1 1/2" OFF WALL/ GUARDRAIL. EXTEND HORIZONTALLY 12" BEYOND TOP AND BOTTOM OF LANDING AND RETURN TO WALL OR GUARDRAIL, TYP. PAINT TO MATCH BASE BUILDING PER ELEVATIONS, A2.0. (KN -I2) NOT USED. INSTALL NEW FRONT ORDER COUNTER AS SHOWN 4 PER DETAIL I41/A4.6. FINISHES PER ID DRAWINGS. PROVIDE ALL REQUIRED UTILITIES FOR REGISTER 4 CABLE GROMMET IN COUNTER, REGISTER, RECEIPT PRINTER 4 UNDER COUNTER CABINET PROVIDED BY OVER. INSTALL UNDER COUNTER CABINET W/ (2) STAINLESS STEEi. SHELVES ON SERVICE SIDE. INSTALL ELECTRICAL AT NEW P.0.5. LOCATIONS. VERIFY P.O.S. LOCATIONS WITH McDONALD'S CONSTRUCTION MANAGER. (KN -I3) NEW GLASS TILE FINISH OVER EXISTING WALLS WHERE SHOWN, PER INTERIOR DESIGN DRAWINGS. (KN -I4) INTERRUPT GLASS PANEL WITH GRAPHIC DISPLAY 4 4" BASE. SEE INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. CENTER INTERRUPT PANEL WITH CENIa< OF ADJACENT WALL, AND ALIGN FRONT EDGE OF PANEL WITH FRONT OF SERVICE COUNTER. SEE DETAILS I4 /A4.6 * I5 /A4.6. ( KN-I5) NEW ACCENT FLOOR TILE PER INTERIOR DESIGN DRAWING'S. REVIEWED FOR CODE PRQVED CE AP Jut.. 11. 2012 City of Tukwila BUILDING DIVISION FLOOR PLAN GENERAL NOTES I. GENERAL CONTRACTOR SHALL COORDINATE PREPARATION OF EXISTING AREAS FOR NEW CONSTRUCTION. 2. IT SHALL BE THE RESPONSIBILITY OF EACH RESPECTIVE CONTRACTOR TO COORDINATE WITH THE OTHER TRADES. FAILURE TO DO 50 WILL NOT CONSTITUTE GROUNDS FOR A CHANGE ORDER. 3. ALL EXISTING WALLS TO REMAIN, UNLESS OTHERWISE NOTED. 4. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY STRUCTURAL ITEMS TO BE REMOVED PRIOR TO REMOVAL. 5. THE 6.C. SHALL BE RESPONSIBLE FOR PHOTOGRAPHING THE CONDITION OF EXISTING FINISHES. THESE INCLUDE KITCHEN TILES, VINYL BASES, FLOOR TILES, AND CEILING TILES THROUGHOUT CEILING GRID IN THE DINING AREA AND KITCHEN. 6. WATER RESISTIVE TYPE "X" GYPSUM WALL BOARD AT ALL WET AREAS. 7. ALL NEW FLOORING SHALL BE FIRM, STABLE AND SLIP - RESISTANT. 8. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. q. 6C TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FORREST PERMA -SIGN I- 800 -2I4 -8765 g2g2 1ST 5T., BOX 588 www.forrestpermoslgns com NEW ROCHELLE, NY 10802 10. GENERAL CONTRACTOR RESPONSIBLE TO COORDINATE NEW RESTROOM WALL FINISHES AND REQUIRED RESTROOM CLEAR FLOOR SPACES AND FUTURE CLEARANCES; ENSURE MIN. DIMENSIONS REQUIRED ARE MAINTAINED, OR RELOCATE WALLS AS NECESSARY TO ENSURE ALL ACCESSIBILITY CLEARANCES ARE PROVIDED. II. GC TO PROVIDE NON- LOADBEARIN6 WALLS PER 3/A4.4 AND PARTIAL HEIGHT WALLS PER 1/A4.4. ( AD-II) INSTALL WHITE ON BLUE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE AT THE ACCESSIBLE DOORS (BOTH NON -DRIVE THRU SIDE DOORS). SEE DETAIL IO /A4.4. INSTALL DIRECTIONAL SIGNAGE AT THE TON- ACCESSIBLE DOOR (DRIVE-THRU SIDE) PER DETAIL II/A4.4. (AD -I2) INSTALL TACTILE EXIT SICNAGE AT ALL DOORS PER DETAIL I2/A4.4. ENSURE AN 18" X 18" CLEAR FLOOR SPACE AT THE EXIT SIGNA6E. (AD -I3) ADJUST DOOR THRESHOLD TO ENSURE A MAX. CHANGE IN LEVEL OF 1/4" OR 1/2" WITH BEVEL TRANSITION FROM INTERIOR TO EXTERIOR. ADJUST DOOR CLOSER TO ENSURE A MAX. OF 85 LB OPERATING PRESSURE. ENSURE A MIN. OF 3 SEC. DOOR CLOSING SPEED FROM A POINT 10 DEGREES OPEN TO 3" FROM LATCH, AND A MIN. OF 5 SEC DOOR CLOSING SPEED FROM A POINT 410 DEGREES OPEN TO A POINT 12 DEGREES OPEN. (AD -I4) PROVIDE BRAILLE AND PICTURE MENJ AVAILABILITY SI6NAGE AT THE FRONT COUNTER IN A LOCATION APPROPRIATE FOR CUSTOMER VISION. SEE DETAIL I4/A4.4. ENSURE BRAILLE AND PICTURE MENUS ARE LOCATED AT THE FRONT COUNTER IN A LOCATION APPROPRIATE FOR CUSTOMER USE. (AD-15) REMOVE EXISTING d RELOCATE/ INSTALL NEW SELF SERVICE ITEMS 50 THAT THE OPERABLE PORTION IS AT 44" APP / 24" DEEP MAX OR 54" AFF/ 10" DEEP MAX. REMOVE EXISTING SEATING PACKAGE TO EXTENT SHOWN ON INTERIOR DESIGN DRAWINGS 4 INSTALL NEW AS SHOWN. VERIFY NEW SEATING PROVIDES 5% MINIMUM ACCESSIBLE SEATS. ENSURE ACCESSIBLE SEATING 15 MARKED WITH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY $ 15 LOCATED ON A 36" MIN. WIDE ACCESSIBLE ROUTE. PROVIDE A MINIMUM KNEE SPACE 30" WIDE X 21" A.F.F. X Iq" DEEP 4 A CLEAR FLOOR SPACE 50" WIDE X 48" DEEP AT EACH ACCESSIBLE SEAT. ENSURE THE TABLE TOP 15 34" A.F.F. MAX. DISPERSE THE ACCESSIBLE SEATS EVENLY BETNEEN LOCATIONS d TABLE TYPES. COORDINATE WITH (KN -OS) (AD -17) REMOVE COUNTER OVERHANG AT MGGAFE AND PROVIDE A NEW COUNTER ALONG THE ACCESSIBLE ROUTE WITH MAX. 4" PROTRUSION FROM WAIL OR SURFACE. REFER TO INTERIOR DESIGN DRAWINGS FOR MORE INFORMATION. (AD -I6) (AD -18) REMOVE EXISTING RESTROOM SISNAGE. INSTALL NEW ACCESSIBLE SIGNAGE ON LATCH SIDE WALL OF RESTROOM DOOR. SIGNAGE TO BE WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY; MOUNTED TO CENTERLINE AT 60" AFF, WITH WHITE CHARACTERS ON A BLUE BACKGROUND, BRAILLE LETTERING, AND RAISED TEXT. SEE DETAIL I5/A4.4 FOR MORE INFORMATION. (AD-141) REMOVE AND RELOCATE EXISTING URINAL, AS SHOWN, MOUNTED WITH A RIM HEIGHT OF 17" MAX. VERIFY 30 "X 45" CLEAR FLOOR SPACE AT URINAL LOCATION. VERIFY WITH MCDONALD'S AREA CONSTRUCTION MANAGER IF REUSABLE. IF NOT, FIXTURE MAKE TO BE TOTO IIUT447E, ZURN *Z5751 OR APPROVED EQUAL. ENSURE A MAX. 44" A.F.F. FLUSH VALVE. SEE IO /A45 FOR MORE INFORMATION. (AD -20) REMOVE d RELOCATE EXISTING INTERIOR WALLS, TOILET STALL WALLS, STALL DOORS, AND FIXTURES, AS SHOWN TO ACCOMMODATE BARRIER -FREE REMEDIATION WORK NECESSARY PER FLOOR PLAN. REMOVE AND REPLACE EXISTING CEILING, HVAC, GRILLES AND LIGHT FIXTURES AS NECESSARY TO ACCOMMODATE NEW WORK. INSTALL NEW PLUMBING WALL, STALL DOOR, AND FIXTURES AS SHOWN PER FLOOR PLAN $ SCHEDULES. RECONNECT ALL REQUIRED UTILITIES. REFER TO I0/A45 FOR MOUNTING LOCATIONS AND HEIGHTS. (AD -2I) RELOCATE COAT HOOK TO WITHIN PROPER REACH RANGE PER 10 /A45 AND PROVIDE A COAT HOOK IN THE MEN'S RESTROOM. (AD -22) REMEDIATION OCCURS IN (0-07) (AD -25) REMEDIATION OCCURS IN (AD 20) (AD -24) ADJUST THE DOOR CLOSER AS NECESSARY TO ENSURE A MAX. OPERATING PRESSURE OF 85 LB. ENSURE A MIN. SNAP PERIOD OF 3 SECONDS FROM A 10 DEGREE OPEN TO A POINT 3" FROM THE LATCH. 5 SECONDS FROM A q0 DEGREE OPEN TO A 12 DEGREE OPEN. (AD -25) REMOVE AND REPLACE BABY CHANGE STATIONS 50 THAT THE HANDLE 15 LOCATED A MX. 48" A.F.F AND IF IT 15 NOT RECESSED, IT DOES NOT PROTRUDE MORE THAN 4" FROM THE FACE OFA WALL. (AD -26) PROVIDE SELF CLOSING HINGES AT BOTH ADA ACCESSIBLE WATER CLOSET STALLS. (AD-21) REMEDIATION OCCURS IN (AD -20) pjqs7g BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESGR I PT I ON W Q 4470 REGISTERED ARCHITECT FREIHEIT OF WASHINGTON WALL TYPE SCHEDULE TYPE DESCRIPTION HEIGHT NEW EXTERIOR WALL CONSTRUCTION CULTURED STONE VENEER PERMEABLE MEMBRANE WITH OPEN WEAVE HIGH IMPACT FIBER REINFORCING MESH OVER DRAINAGE MAT WITH FACER TYVEK COMMERCIAL D W.RBJ A.B. PER MCDONALD'S Gi'ECS. PLYWOOD SHEATHING PER STRUCTURAL 2X P.T. 1400D STUDS ®I6" O.G. BATT INSULATION TO FILL CAVITIES ANCHOR TO WALL ASSEMBLY BEHIND PER STRUCTURAL PER ELEVATIONS © 2010 McDonald's USA, LLC CO U ....d._ _ N L i O Q a ` 0-° m m o J a>m �m c 5. m m p v O oO C .D m ., � •o a c Qm am no m�U> > p o v ▪ C�m ° m3 =-o m Z'U v °_vcn E O CO CO TS E m - o �42.. mm o — o U C o° m p 'o ° C CO C ay) .0 .0 2 ++ m ° IV_ 00 -P - c 0 • O C •- t p U C v d O co mU cam °oX" -• iji � w mmm � ° �te• o� C UV V .+ 0 .2 L CI .0 0 ® E0 aL � ++ t aia++ c� 4. y c Q 0 ao "• h c ° m 0 C v m z • 0 N X X Q X Q X LEGEND NEW EXTERIOR INPILL WALL CONSTRUCTION BRICK VENEER - RUNNING BOND COURSING - WITH WEEPS ® 24" O.G. (® EXPOSED EXTERIOR) TYVEK COMMERCIAL D NLRB./ AB. (® EXPOSED EXTERIOR) SHEATHING PER STRUCTURAL 2X8 WOOD STUDS PER STRUCTURAL R -Iq BATT INSULATION WITHIN CAVITIES W/ VAPOR BARRIER ON WARM SIDE 5/8" TYPE 'X' GYPSUM WALL BOARD FINISH TO MATCH ADJACENT/ PER INTERIOR DESIGN DRAWINGS PER ELEVATIONS O EXISTING CONSTRUCTION TO REMAIN EXISTING EQUIPMENT TO REMAIN OVERHEAD CONSTRUCTION NEW WALL CONSTRUCTION NEW OR RELOCATED EQUIPMENT DOOR TAG - SEE DOOR SCHEDULE ON SHEET A6.0 WINDOW TAG - SEE WINDOW SCHEDULE ON SHEET A6.0 NEW INTERIOR WALL CONSTRUCTION FINISH PER TO MATCH ADJACENT/ PER INTERIOR DESIGN DRAWINGS 5/8" TYPE 'X' GYPSUM WALL BOARD 2X4 WOOD STUDS ® I6" O.G. SOUND BATT INSULATION 0 'A' DESIGNATION 5/8" TYPE 'X' GYPSUM WALL BOARD FINISH TO MATCH ADJACENT/ PER INTERIOR DESIGN DRAWINGS TO 6" ABOVE CEILING, U.N.O. NEW INTERIOR WALL CONSTRUCTION FINISH PER INTERIOR DESIGN 5/8" TYPE 'X' GYPSUM WALL BOARD CITY T K\ 2X6 WOOD STUDS ® lb" O.C. �,ITY �F TUKWILA SOUND BATT INSULATION ® 'A' DESIGNATION MAY 2 5 2012 5/8" TYPE 'X' GYPSUM WALL BOARD FINISH PER INTERIOR DESIGN PERMIT CENTER TO 6" ABOVE CEILING, U.N.O. CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY J U • 4 W D_ CZ CZ �i D O o �11.1 > cD >- O w I- O- �- Nv Al2 -140 - #042 w s 1 FLOOR PLAN 0 IL GMU BEARING WALLS z Q 8 16501 SOUTHCENTER PARKWAY, TUKWILA, NA xSlS' tr 50 (ON-04 EQ. EQ. rF TI- EQ. EQ. EQ. w -a L_LL _u u_ 1J J FREEZER 1 a COOLER ROOM STORAGE L STORAGE 1 C W X .:.WOMEN x Ek: 0 GN -08) TYP. EQ. GN•02 CN-05 EN CH-05 OFFICE KI� 717m114 L- • • • �I PARTIAL REFLECTED CEILING PLAN (NORTH) SCALE: I /4" = 11-0" CEILING GENERAL NOTES 11- IL I. VERIFY EXISTING CEILING HEIGHTS 4 ALL DIMENSIONS PRIOR TO WORK. 2. RELOCATE EXISTING MECHANICAL DIFFUSERS AND RETURNS AS REQUIRED FOR CEILING. MODIFICATION. 3. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION CEILING TILES WITH NEW TILES (TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). 4. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION LIGHT FIXTURES WITH NEW FIXTURES (TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). CEILING KEYNOTES (CN -OI) INSTALL NEW SUSPENDED ACOUSTICAL CEILING GRIDS d TILES AS NECESSARY. LAY -IN CEILING TILES TO MATCH EXISTING: ARMSTRONG GORTE6A TEGULAR W104 OR APPROVED EQUAL. (NATIONAL PRIGIN6 THROUGH ARMSTRONG #I- &17- ARMSTRON&) VINYL FACED AT KITCHEN. INSTALL NEW LIGHTS AS SHOWN AT DINING. CONNECT TO ELECTRICAL SUPPLY. SE! DETAIL 6 4 2/A4.4. MAINTAIN GRID LAYOUT TO MATCH EXISTING TO LIMIT RELOCATION OF EXISTING MECHANICAL DROP LOCATIONS. (a-o2) (cm-o3) (cN -04) (GN -o5) (GN-o ) (GN-o 1) (GN -o0 (GN -a4) (GN -Io ) PROVIDE NEW SUSPENDED G.W.B. CEILING) AS NECESSARY FOR NEW CONSTRUCTION. PAINT AND FINISHES PER INTERIOR DESIGN DRAWINGS. SEE DETAIL 5/A4.4. TIE NEW LIGHTS INTO EXISTING LIGHTING CIRCUIT. VERIFY SWITGHIN6 REQUIREMENTS WITH OWNER. CONTRACTOR TO VERIFY LOAD ON EXISTING CIRCUIT DOES NOT EXCEED CIRCUIT MAXIMUM RATING. NOTIFY ARCHITECT OF ANY CONFLICTS. CENTER FIXTURES IN ACOUSTICAL TILES, U.NA. REMOVE EXISTING DIFFUSERS FOR INSTALLATION OF NEW CEILING GRID 3 TILES. OFFTAKES TO REMAIN FOR REUSE. RELOCATE EXISTING DIFFUSERS AS NECESSARY. PAINT TO MATCH ADJACENT CEILING. VERIFY LOCATION(5) OF FLAT SCREEN TV'S WITH INTERIOR DESIGN DRAWINGS. ENSURE BOTTOM OF TV 15 SO" AFF MIN IF WITHIN CUSTOMER WALKING/ SITTING/ STANDING AREA. PROVIDE ELECTRICAL CONNECTIONS AS REQUIRED BY TV MANUFACTURER INSTALLATION INSTRUCTIONS. REMOVE # REINSTALL ALL SECURITY CAMERAS # SPEAKERS IN EXISTING LOCATIONS AS NECESSARY TO ACCOMMODATE NEW CEILING WORK PER INTERIOR DESIGN DRAWINGS. INSTALL NEW REGLC.�CD OR RELOCATE CAN LIGHTING PER INTERIOR DE5I6N DRAWINGS. TRIM SURROUND DOLOR TO MATCH CEILING. CONNECT TO EXISTING ELECTRICAL SUPPLY; REFER TO ELECTRICAL DRAWINGS. VERIFY EXISTING INTERNALLY ILLUMINATED EXIT SI6NA6E AS SHOWN. RELOCATE OR INSTALL NEW EXIT SIGNA6E AT NEW EXIT -ONLY DOOR LOCATION AS REQUIRED. COORDINATE WITH ELECTRICAL DRAWINGS. NEW EXTERIOR WALL SCONCE LIGHT FIXTURE. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. REMOVE EXISTING SOFFIT 4 LIGHTS. LIGHTING CIRCUIT TO BE REUSED. INSTALL NEW CEILING CLOUD SOFFIT AS SHOWN, PER DETAIL I /A4.6. ANCHOR TO STRUCTURE ABOVE, PROVIDED BY VENDOR. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED. VERIFY WITH VENDOR. FINISHES PER INTERIOR DESIGN DRAWINGS. ( CH-II ) REMOVE EXISTING ACOUSTICAL CEILING TILE, GRID 4 LIGHTS TO EXTENT SHOWN. LIGHTING CIRCUIT TO BE REUSED. INSTALL NEW 24X24 SUSPENDED ACOUSTICAL CEILING GRIDS 4 TILES AT 4" HIGHER THAN ADJACENT CEILING HEIGHT IN DINING AREA: ARMSTRONG FINE FISSURED, COLOR: TECH BLACK (SURFACE MUST BE WASHABLE, AND TILES MUST BE VINYL FACED AT KITCHEN). COLOR TO BE APPROVED BY MCDONALD'S CONSTRUCTION MANAGER VERIFY FINISH 4 INSTALLATION HEIGHT WITH INTERIOR DESIGN DRAWINGS. INSTALL NEW LIGHTS AS SHOWN. CONNECT TO EXISTING ELECTRICAL SUPPLY. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION BUILDING PERMIT SUBMI LEGAL CLEARANCE DESGRIPTION ("Ni W W REGISTERED ARCHITECT LEGEND X EXI T EXIT EXISTING WALL CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION NEV OVERHEAD CANOPY/TRELLIS CONSTRUCTION EXISTING CONSTRUCTION/FIXTURES TO BE REMOVED EXISTING/ NEW SUSPENDED ACOUSTICAL TILE AND GRID TO REMAIN EXISTING FLUORESCENT LIGHT TO REMAIN NEW FLUORESCENT LIGHT PER ELECTRICAL RELOCATED MECHANICAL SUPPLY AND RETURN DIFFUSERS, Y.I.F. R6CitvEU DRAWINGS PENDANT LIGHT PER INTERIOR DESIGN CITY OF TUKIMDRAWINGS MAY 2 5 2012 ©2010 McDonald's USA, LLC ., v vo � v "o 7-64 o c N 0 am 0 v°'v4 MINI ° L n n ` -° p Ja ° 4 't O o m m• m 3 v� m 3.0; - 0 +' m_ .� 0- , O oci � '• v N c•o ✓ v Q•- M co00*. °NL ° c m a .r c O ov - (1) Ltv:Y °m0c _ ~ C .0 ° - _° m • V ++ o• °° cc v°°Ec r �av• mo�° d o w 0 O U n r+ ° c d Ov�NO,�FUi�comw V :az) . Q np/V ) �' o� • vac ° -`O 03 V 2 -0 ° y • U_ O Q F . O.O34- i O Et Q ^_ �0 'N N - X QX QX O NEW RECESSED DOWNLI&HT PER INTERIOR P E R M IT CENTER DESIGN DRAWINGS NEW EXTERIOR WALL SCONCE PER ELECTRICAL (E) EXISTING/NEW INTERNALLY ILLUMINATED EXIT SIGN PER ELEC. G.G. TO VERIFY ALL LOCATIONS SHOWN ON PLAN EXIST. IF NOT, PROVIDE AS SHOWN. EXISTING CEILING SPEAKERS TO REMAIN. V.I.F. WALL WASHER PER INTERIOR 0E516N DRAWINGS z O GNU BEARING WALLS 16501 SOUTHGENTER PARKWAY, TUKWILA, WA c18I65 SHEET NO. Al2 -140 - #04250 Al • RCP V7 i it REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11. 2012 City of Tukwila BUILDING DIVISION PARTIAL REFLECTED CEILING PLAN (SOUTH) SCALE: 1/4" = 1' -0" CEILING GENERAL NOTES I. VERIFY EXISTING CEILING HEIGHTS d ALL DIMENSIONS PRIOR TO vow. 2. RELOCATE EXISTING MECHANICAL DIFFUSERS AND RETURNS AS REQUIRED FOR CEILING MODIFICATION. 3. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION CEILING TILES WITH NEW TILES (TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). 4. REPLACE ANY AND ALL DAMAGED OR POOR CONDITION LIGHT FIXTURES WITH NEW FIXTURES (TO BE VERIFIED BY MCDONALD'S PROJECT MANAGER). CEILING KEYNOTES (GN -01) INSTALL NEW SUSPENDED ACOUSTICAL CEILING GRIDS 4 TILES AS NECESSARY. LAY -IN CEILING TILES TO MATCH EXISTING: ARMSTRONG CORTEGA TEGULAR #104 OR APPROVED EQUAL. (NATIONAL PRICING THROUGH ARMSTRONG #1- 871 - ARMSTRONG) VINYL FACED AT KITCHEN. INSTALL NEW LIGHTS AS SHOWN AT DINING. CONNECT TO ELECTRICAL SUPPLY. SEE DETAIL 6 4 2/A4.4. MAINTAIN GRID LAYOUT TO MATCH EXISTING TO LIMIT RELOCATION OF EXISTING MECHANICAL DROP LOCATIONS. (CN -02) (CN -03) (CN -04) (GN -05) (GN -06) (CN -0i) (CN -08) (CN -041) (GN -10) (CN -II PROVIDE NEW SUSPENDED 6.11B. CEILING. AS NECESSARY FOR NEW CONSTRUCTION. PAINT AND FINISHES PER INTERIOR DESIGN DRAWINGS. SEE DETAIL 5/A4.4. TIE NEW LIGHTS INTO EXISTING LIGHTING CIRCUIT. VERIFY SWITCHING REQUIREMENTS WITH OWNER. CONTRACTOR TO VERIFY LOAD ON EXISTING CIRCUIT DOES NOT EXCEED CIRCUIT MAXIMUM RATING. NOTIFY ARCHITECT OF ANY CONFLICTS. CENTER FIXTURES IN ACOUSTICAL TILES, U.N.O. REMOVE EXISTING DIFFUSERS FOR INSTALLATION OF NEV CEILING 6RID 4 TILES. OFFTAKES TO REMAIN FOR REUSE. RELOCATE EXISTING DIFFUSERS AS NECESSARY. PAINT TO MATCH ADJACENT CEILING. VERIFY LOCATION(S) OF FLAT SCREEN TVS WITH INTERIOR DESIGN DRAWINGS. ENSURE BOTTOM OF TV 15 SOH AFF MIN IF WITHIN CUSTOMER WALKING/ SITTING/ STANDING AREA. PROVIDE ELECTRICAL CONNECTIONS AS REQUIRED BY TV MANUFACTURER INSTALLATION INSTRUCTIONS. REMOVE 4 REINSTALL ALL SECURITY CAMERAS 4 SPEAKERS IN EXISTING LOCATIONS AS NECESSARY TO ACCOMMODATE NEW CEILING WORK PER INTERIOR DESIGN DRAWINGS. INSTALL NEW RECESSED OR RELOCATE CAN LIGHTING PER INTERIOR DESIGN DRAWINGS. TRIM SURROUND COLOR TO MATCH CEILING. CONNECT TO EXISTING ELECTRICAL SUPPLY; REFER TO ELECTRICAL DRAWINGS. VERIFY EXISTING INTERNALLY ILLUMINATED EXIT SI6NA6E AS SHOWN. RELOCATE OR INSTALL NEW EXIT SISNAGE AT NEW EXIT -ONLY DOOR LOCATION AS REQUIRED. COORDINATE WITH ELECTRICAL DRAWINGS. NEW EXTERIOR WALL SCONCE LIGHT FIXTURE. SEE ELECTRICAL SHEETS FOR MORE INFORMATION. REMOVE EXISTING SOFFIT 4 LIGHTS. LI6HTIN6 CIRCUIT TO BE REUSED. INSTALL NEW CEILING, CLOUD SOFFIT AS SHOWN, PER DETAIL I /A4.6. ANCHOR TO STRUCTURE ABOVE, PROVIDED BY VENDOR. PROVIDE BLOCKING ABOVE CEILING AS REQUIRED. VERIFY WITH VENDOR FINISHES PER INTERIOR DESIGN DRAWINGS. REMOVE EXISTING ACOUSTICAL CEILING TILE, GRID 4 LIGHTS TO EXTENT SHOWN. LIGHTING CIRCUIT TO BE REUSED. INSTALL NEW 24X24 SUSPENDED ACOUSTICAL CEILING GRIDS # TILES AT 4' HIGHER THAN ADJACENT CEILING HEIGHT IN DINING AREA: ARMSTRONG FINE FISSURED, DOLOR: TECH BLACK (SURFACE MUST BE WASHABLE, AND TILES MUST BE VINYL FACED AT KITCHEN). COLOR TO BE APPROVED BY MCDONALD'S CONSTRUCTION MANAGER. VERIFY FINISH 4 INSTALLATION HEIGHT WITH INTERIOR DESIGN DRAWINGS. INSTALL NEW LIGHTS AS SHOWN. CONNECT TO EXISTING ELECTRICAL SUPPLY. BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE m DESGR I PT I ON n 0 un N 0 In w I- Q © 2010 McDonald's USA, LLC LEGEND x EXIT EXIT EXISTING WALL CONSTRUCTION TO REMAIN NEW WALL CONSTRUCTION NEW OVERHEAD CANOPY/TRELLIS CONSTRUCTION EXISTING CONSTRUCTION/FIXTURES TO BE REMOVED EXISTING/ NEV SUSPENDED ACOUSTICAL TILE AND GRID TO REMAIN EXISTING FLUORESCENT LIGHT TO REMAIN NEW FLUORESCENT LIGHT PER ELECTRICAL RECEIV1 U RELOCATED MECHANICAL SUPPLY AND CITY OF TUKWILA RETURN DIFFUSERS, Y.I.F. MAY 2 5 2012 NEW PENDANT LIGHT PER INTERIOR DESIG RMIT CENTER DRAWINGS O NEW RECESSED DOWNLIGHT PER INTERIOR DESIGN DRAWING'S (E) (N) NEW EXTERIOR WALL SCONCE PER ELECTRICAL EXISTING/NEW INTERNALLY ILLUMINATED EXIT SIGN PER ELEC. 6.C. TO VERIFY ALL LOCATIONS SHOWN ON PLAN EXIST. IF NOT, PROVIDE AS SHOWN. EXISTING CEILING, SPEAKERS TO REMAIN. V.I.F. WALL WASHER PER INTERIOR DESIGN DRAWING'S J p 03 OC ,F V C 0 N o ao`m�nOvc , NQa�� • o °m 3 v m�� v 0te...,-5 8 t: 41 L. C 2 E o mo COw .1. -.5 ° C Q §21"1" C m - + C p r, 0 - 4.. L U •- c co C ,C WW ° .0 E gy... 0 O ! o 0 3:_ V p 0 U 04' -E o N c N • c W CIO O-J 4- O O O :'_ C 6 VS O 41 O c N ill 0 O W O • U C '0- y�W.Nw_- O'er Q 'UOWpp r� o Q� m� o V c 2::::1 -� =a4" o 0 6 0 0 U, j y N U U 4/) OWEW F- CL '4 C4' CO 4' r N c 0 W 3 m rm z 111 � W N n • X �X • — n O N tfl X X Q X Q X F- F- P w i CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY � O � Z �-{> D F 4 a O Q O Q I v Al2 -140 - #042 A1.3 DESCRIPTION GMU BEAR I N6 WALLS 16501 SOUTHGENifk PARKWAY, TUKWILA, HA G8188 A 0 50 I6'-6" 24t -8" RN -08 TYP. (RN-03, (RN-04 TYP. EQ. 1140 23' 3" EQ. -0' RN-06) SLOPE RN-08 \ I! l �l= • • I • F • • • • • • • • • I• • IT SLOPE RN-08� TYP. 0 6' -1" 9 v EQ. "7'-4" EQ. 22' -IO" PARTIAL ROOF PLAN (NORTH) SCALE: 1/4" = I' -0" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION ROOF PLAN GENERAL NOTES I. ALL WORK ELECTRICAL a PLUMBING SHALL COMPLY WITH ALL AppucABLE LocAL, STATE AND HEALTH CODES. 2. MINIMUM WIRE SIZE SHALL BE #12 AW6 COPPER UNLESS NOTED oTHERrasE. 3. EXTEND CONDUIT AND CONOUGTOR5 DOWN CHASE OR WAIL TO TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS. 4. CONTRACTOR SHALL VERIFY THE EXISTING CAPACITY OF ALL ELECTRICAL PANELS PRIOR TO ANY WORK. WHEN WORK 15 STARTED CONTRACTOR SHALL ASSURE THAT THE NEW CIRCUITS AND THE PANEL LOADS BALANCED PER MCDONALDS STANDARDS. 5. CONTRACTOR TO VERIFY DIMENSIONS OF ALL TRELLIS, FASCIA, ETC. IN FIELD PRIOR TO ORDERING. 6. EENERAL CONTRACTOR TO VERIFY CONDITION OF THE EXISTING FLAT ROOF TO DETERMINE WHICH PORTIONS, IF ANY, NEED TO BE REPLACED. VERIFY THAT ALL PORTIONS OF THE ROOF PROVIDE POSITIVE DRAINAGE TO EXISTING ROOF DRAINS. IF ANY PORTION OF THE ROOF NEEDS TO BE REPLACED, CONTACT THE ARCHITECT FOR APPROPRIATE DETAILS. BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION N 0 CI 111 0 F- ROOF PLAN KEYNOTES (RN -01) NEW 16" ALUMINUM CANOPY BY OTHERS; SEE ELEVATIONS. (RN -02) NEW ALUMINUM CANOPY TIE -BACK BY OTHERS, SEE ELEVATIONS. NEW ALUMINUM TRELLIS BY OTHERS; SEE ELEVATIONS. NEW ALUMINUM TRELLIS TIE -BACK BY OTHERS; SEE ELEVATIONS. (RN -05) NEW ALUMINUM TRELLIS 2X8 WALL FASCIA BY O'MERS; SEE ELEVATIONS. (RN -06) NEW MCDONALD'S SI6NA6E BY OTHERS; SEE ELEVATIONS. (RN-07) EXISTING ROOF DRAIN TO REMAIN. CONNECT TO RELOCATED DOWNSPOUTS 4 CONNECT TO T16HTLINE SYSTEM AS NECESARY. (RN -08) MANSARD TRUSS OVERFRAMIN6 AND ROOF FINISH PER SECTIONS $ STRUCTURAL DRAWINGS. ENSURE POSITIVE DRAINA6E SLOPE TO REAR OF BUILDING TO MAIN ROOF. (RN-o3) (RN -o4) i RECEIVED. CITY OF TUKWLA MAY 2 5 2012 PERMIT CENTER REGISTERED ARCHITECT HApti 0. IHEIT STATE OF ■AtASHINGTON 0 J ° 1aO :01 NaO n ° v0 d q U�3 o7�C 16.- O 4d'CO ° m3;33• E4-? 0 CL '2C U C ) ° U C� ` C m L. COmE +- +C5 m m o -d .n> OCR v-Q +, 8:,., ° C �°,a cv 0 L= E'y°-.. O 4) 0 c Cl) �(0cc:3aw° m '° O O .4) E V ° C U'C ° 4) 4) 0 4) OC y cUt E,_ U '"- .- zit. 0 ° ° 0 co 2:60:92_1:83.0: .'y�' Q 2, o i, Ec„ a IY ° 03000° ii >,+,v�vv,c 4�) 0 7 N N U U 0+�. OCL �_ )- a3.� C-✓ 4)r, reuse of LEGEND AP NEW ROOF CONSTRUCTION NEW LOW ROOF CONSTRUCTION TRELLIS SYSTEM WITH ALUMINUM INFILL PANELS. SLOPE TO ED6E ® I /4" PER FT. SHEET NO. I— J W < O IY < 111 LL fY z 0 O z� } CD — 0 O < Al2 -14 PESGRIFTION GMU BEARING FINISH ARCADE /ENTRY 16501 SOUTHGENTER PARKWAY, TUKNILA, WA x8188 RO 0 - #042 1 s 50 (RN -02 TYP. RN-05) (RN-01 TYP. SLOPE i i i m RN-06) 1' -0 " G_ E. 20' -5" 11-4" EQ. ' -0' r --1 L L 5L0P RN -08 Li r I- RN -04) TYP. RN-03) RN-06) RN -08) TYP. —AP- AP RN -0I AP AP `r T ■ 1' -0"-1 / / ■ EQ. II'-4 3/4" RN-04) TYP. G / 6'-4" RN-03) RN -04) TYP. 22' -l" 3' -0" --� PARTIAL ROOF PLAN (SOUTH) SCALE: 1/4" = ILO" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2012 City of Tukwila BUILDING DIVISION ROOF PLAN GENERAL NOTES U- U- in I. ALL WORK ELECTRICAL 4 PLUMBING, SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND HEALTH CODES. 2. MINIMUM WIRE SIZE SHALL BE *12 A116 COPPER UNLESS NOTED OTHERWISE. 3. EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS. 4. CONTRACTOR SHALL VERIFY THE EXISTING CAPACITY OP ALL ELECTRICAL PANELS PRIOR TO ANY WORK. WHEN WORK 15 STARTED CONTRACTOR SHALL ASSURE THAT THE NEW CIRCUITS AND THE PANEL LOADS BALANCED PER MCDONALDS STANDARDS. 5. CONTRACTOR TO VERIFY DIMENSIONS OF ALL TRELLIS, FASCIA, ETC. IN FIELD PRIOR TO ORDERING. 6. GENERAL CONTRACTOR TO VERIFY CONDITION OF THE EXISTING, FLAT ROOF TO DETERMINE WHICH PORTIONS, IF ANY, NEED TO BE REPLACED. VERIFY THAT ALL PORTIONS OF THE ROOF PROVIDE POSITIVE DRAINAGE TO EXISTING ROOF DRAINS. IF ANY PORTION OF THE ROOF NEEDS TO BE REPLACED, CONTACT THE ARCHITECT FOR APPROPRIATE DETAILS. BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESGRIPTION !U H ROOF PLAN KEYNOTES } (RN-01) (RN -02) (RN-03) (RN -04) (RN -05) (RN -06) (RN-0-1) NEW 16" ALUMINUM CANOPY BY OTHERS; SEE ELEVATIONS. NEV ALUMINUM CANOPY TIE -BACK BY OTHERS; SEE ELEVATIONS. NEW ALUMINUM TRELLIS BY OTHERS; SEE ELEVATIONS. NEW ALUMINUM TRELLIS TIE -BACK BY OTHERS; SEE ELEVATIONS. NEW ALUMINUM TRELLIS 2X8 WALL FASCIA BY OTHERS; SEE ELEVATIONS. NEW MCDONALD'S SI6NAGE BY OTHERS; SEE ELEVATIONS. EXISTING, ROOF DRAIN TO REMAIN. CONNECT TO RELOCATED DOWNSPOUTS 4 CONNECT TO TI614TLINE SYSTEM AS NECESARY. (R14-08) MANSARD TRUSS O/ERfRAMIN6 AND ROOF FINISH PER SECTIONS 4 STRUCTURAL DRAWINGS. ENSURE POSITIVE DRAINAGE SLOPE TO REAR OF BUILDING, TO MAIN ROOF. RECEIVEt CITY OF TUKWILA MAY 252012 PERMIT CENTER 4a7o REGISTERED ARCHITECT FNEIHEIT STATE OF WASH NGTON 0 m _.1 0) m r Om • o d o...0 m•. U_ w moil LL c.., 0 a00)t, V O.p -° `v m 0 n ,,, • . a . fn O C m L a- O t 0 0) 15 0 0 0 -° -• 0 > O C L 4::.. O� 0 0 6 °- 0 U..O - C,O 0 U ( ) 0 —r CL. OMI +=+ .C.0 E4 0 O CO v v)CCyO •••• O X00?' ESC O CO'C 00O 0 O +. X ++ ° C v m O J C— p 0 V o a m NOCp7V , m O to ° O 0 C O 0 O o0.. ate. 44)3 0o 3 Co 40.) U ••-• 643 L 0) C +'C+ U) o 0 O L. • ao • L F- 0.39 -- 0. Qo a(-4 N NX X N LEGEND AP NEW ROOF CONSTRUCTION NEW LOW ROOF CONSTRUCTION TRELLIS SYSTEM WITH ALUMINUM INFILL PANELS. SLOPE TO EDGE @ 1/4" PER FT. F uL1D_ < 0 C LU D CZ z 0 O zH C) LL > CO (_ -- O< N DESCRIPTION GMU BEARING WALLS z O g FINISH ARCADE /ENTRY X U./ U.1 z F- N a F 16501 SOUTHGENTER PARKWAY, TUKWILA, WA x8188 Al2 -140 - #04250 0 z A105 � ROOF PLAN 1 7 T r --1 L L 5L0P RN -08 Li r I- RN -04) TYP. RN-03) RN-06) RN -08) TYP. —AP- AP RN -0I AP AP `r T ■ 1' -0"-1 / / ■ EQ. II'-4 3/4" RN-04) TYP. G / 6'-4" RN-03) RN -04) TYP. 22' -l" 3' -0" --� PARTIAL ROOF PLAN (SOUTH) SCALE: 1/4" = ILO" REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2012 City of Tukwila BUILDING DIVISION ROOF PLAN GENERAL NOTES U- U- in I. ALL WORK ELECTRICAL 4 PLUMBING, SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND HEALTH CODES. 2. MINIMUM WIRE SIZE SHALL BE *12 A116 COPPER UNLESS NOTED OTHERWISE. 3. EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS. 4. CONTRACTOR SHALL VERIFY THE EXISTING CAPACITY OP ALL ELECTRICAL PANELS PRIOR TO ANY WORK. WHEN WORK 15 STARTED CONTRACTOR SHALL ASSURE THAT THE NEW CIRCUITS AND THE PANEL LOADS BALANCED PER MCDONALDS STANDARDS. 5. CONTRACTOR TO VERIFY DIMENSIONS OF ALL TRELLIS, FASCIA, ETC. IN FIELD PRIOR TO ORDERING. 6. GENERAL CONTRACTOR TO VERIFY CONDITION OF THE EXISTING, FLAT ROOF TO DETERMINE WHICH PORTIONS, IF ANY, NEED TO BE REPLACED. VERIFY THAT ALL PORTIONS OF THE ROOF PROVIDE POSITIVE DRAINAGE TO EXISTING ROOF DRAINS. IF ANY PORTION OF THE ROOF NEEDS TO BE REPLACED, CONTACT THE ARCHITECT FOR APPROPRIATE DETAILS. BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESGRIPTION !U H ROOF PLAN KEYNOTES } (RN-01) (RN -02) (RN-03) (RN -04) (RN -05) (RN -06) (RN-0-1) NEW 16" ALUMINUM CANOPY BY OTHERS; SEE ELEVATIONS. NEV ALUMINUM CANOPY TIE -BACK BY OTHERS; SEE ELEVATIONS. NEW ALUMINUM TRELLIS BY OTHERS; SEE ELEVATIONS. NEW ALUMINUM TRELLIS TIE -BACK BY OTHERS; SEE ELEVATIONS. NEW ALUMINUM TRELLIS 2X8 WALL FASCIA BY OTHERS; SEE ELEVATIONS. NEW MCDONALD'S SI6NAGE BY OTHERS; SEE ELEVATIONS. EXISTING, ROOF DRAIN TO REMAIN. CONNECT TO RELOCATED DOWNSPOUTS 4 CONNECT TO TI614TLINE SYSTEM AS NECESARY. (R14-08) MANSARD TRUSS O/ERfRAMIN6 AND ROOF FINISH PER SECTIONS 4 STRUCTURAL DRAWINGS. ENSURE POSITIVE DRAINAGE SLOPE TO REAR OF BUILDING, TO MAIN ROOF. RECEIVEt CITY OF TUKWILA MAY 252012 PERMIT CENTER 4a7o REGISTERED ARCHITECT FNEIHEIT STATE OF WASH NGTON 0 m _.1 0) m r Om • o d o...0 m•. U_ w moil LL c.., 0 a00)t, V O.p -° `v m 0 n ,,, • . a . fn O C m L a- O t 0 0) 15 0 0 0 -° -• 0 > O C L 4::.. O� 0 0 6 °- 0 U..O - C,O 0 U ( ) 0 —r CL. OMI +=+ .C.0 E4 0 O CO v v)CCyO •••• O X00?' ESC O CO'C 00O 0 O +. X ++ ° C v m O J C— p 0 V o a m NOCp7V , m O to ° O 0 C O 0 O o0.. ate. 44)3 0o 3 Co 40.) U ••-• 643 L 0) C +'C+ U) o 0 O L. • ao • L F- 0.39 -- 0. Qo a(-4 N NX X N LEGEND AP NEW ROOF CONSTRUCTION NEW LOW ROOF CONSTRUCTION TRELLIS SYSTEM WITH ALUMINUM INFILL PANELS. SLOPE TO EDGE @ 1/4" PER FT. F uL1D_ < 0 C LU D CZ z 0 O zH C) LL > CO (_ -- O< N DESCRIPTION GMU BEARING WALLS z O g FINISH ARCADE /ENTRY X U./ U.1 z F- N a F 16501 SOUTHGENTER PARKWAY, TUKWILA, WA x8188 Al2 -140 - #04250 0 z A105 � ROOF PLAN T.O. EN 1 KY ARCADE ELEV. + le' -3" T.O. PARAPET ELEV. + 1"1' -II" ALTO. ARCADE WALL "'ELEV. + 15'-4" B.O. D -T TRELLIS ELEV. + II'-4" (EN -13 EN -I4 (EN -04 T.O. ARCADE OPENING ,65.O. TRELLIS ELEV. + q' -0" T.O. SLAB ELEV. + 0' -0" 1 1 1 I I 1 I I I 1 1 1 I V��!/ II 11111111111111111111 11I.4i4gli��'1� IM��I,�e�ili ,■11■II■,HIIUP 1 Ili . ...u...■ i� I■■■■■■ i NB mamma IIIIIIIILIIUIIi E 1 1■1111■II'�IIi •••••• mommima isms aim. ■■ ■■■■■ mamamm isassmsmstm 111111111111111 EAST ELEVATION A2.0 SCALE: I /4" = I' -0" 1111 ■'I■ ■ ■1■ ■11 ■I ■I111i■ ■1i■ ■111111 ■■i11 /11,1151'1 ailr ■uI-1■0'1 u�■■ _i 1011111111111111 ■ ■ 1 ■ ,;■ ■ Iu.:■ ;i . ■'I ■� ■ul..I I �, i• �: ■ ■;■ u ui u• IIE.1•..I:.1� III= ��u� III��I Ii IAUUIUiUUI - ! I, H ' II i i! , rI -r`rr , -1 i Lei I- J 8 . r? I ;-_ ' T� �! 1 1! I I 1 I I 1 1 ! r ■�1�I ma I-- i i 1! 1 1 l' 1-111-1—LE —1 C_ _ 1 iJ_ , _,_ , 1 __I I I I i r ' t SOUTH ELEVATION SCALE: 1/4" = 1' -0" /711 -- Y�, � ! 1 ! i 1 ( I I I I 1 1 I t = ' 1 1 1, 1 1 1 1 1 1 1 1 1 I!1 i! 1 1 t I j 1 I I I 1 I I 1 r 1 1 L i I 1 1 11 I I 1 1 T 1 i S i I I I I I I I L =° i 1_ Li- ! TI 1 1 1 1 1 1 (1 1 1 1 1 1 1 1 1 , -i t i I , I I I iT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION LLU BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESGR I PT I ON 0 REGISTERED ARCHITECT CHARD 0. FREIHEIT 1 STATE OF WASWENGTON J J © 2010 McDonald's USA, 0 U ° m O c // �7') ,F 01CN 0 '" O t* -I ° m ° O C �7 Ot 0.0. 0 m, CI. ° 1 O�D L. OmO c°'�C '0 000 C p 030 M -"' .•'to Q O 0 L 05 4..* CU c ® N L y N U C Ol+' :,,U °c°i° U -1-* ° C - L 0-600c) 0 CO Cl) : rE: m°c {♦ rficCa ° 0 No 0' =0c 'm0 0 0 ,0 C UF- U L 7 y J 0 0 m 0 fA!"F- pv-Uc Qv `0 m m m E oQ3m3,om3 °(QL °-O m cm , a,Qv +• c .� 0 0 3 01,3 0 Eap N a N Vi 7 g N U U W 0 O L2E0 oi F- Q. 54- c vi ELEVATION GENERAL NOTES ELEVATION KEYNOTES COLOR LEGEND 1. UNIBODY FASCIA SIGN WALL SUPPORTS TO BE VERIFIED WITH McDONALD'S AREA CONSTRUCTION MANAGER AND COORDINATED WITH SIGN MANUFACTURER 2. REMOVE EXISTING 4 INSTALL NEN HORIZONTAL CEMENT BOARD LAP SIDING WITH 8" REVEAL 4 CEDARMILL FINISH AT EXISTING TRASH ENCLOSURE (NOT SHOWN). INSTALL SIMILAR TO BUILDING SECTIONS d DETAILS. PAINT TRASH ENCLOSURE $ METAL GATES TO MATCH "BASE BUILDING" DOLOR 3. " * " DENOTES SAFETY GLAZING. (EN -01) NEW HORIZONTAL DEMENT BOARD LAP SIDING 4 TRIM. COLOR: BASE BUILDING. NBW HORIZONTAL CEMENT BOARD LAP SIDING .4 TRIM. DOLOR: DRIVE -THRU BANDING. (EN -03) NEW PARAPET ACCENT BAND PER COLOR LEGEND, THIS SHEET. (EN -04) ALUMINUM CANOPY 16" (COLOR: YELLOW) (EN -05) ALUMINUM CANOPY TIE -BACK (EN -06) METAL COPING - COLOR TO MATCH SURROUNDING MATERIAL (EN -01) EXISTING HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL (EN -08) EXISTING/ NEW GUARDRAIL/HANDRAIL - PAINT TO MATCH ADJACENT MATERIAL (N-Oq) LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL (EN -lo) LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL i,EN -II ) LIGHT FIXTURE (CANOPY LIGHT) - SIB: ELECTRICAL ( EN -12) METAL LETTERING - BY OTHERS ( EN -13 ) ROOFGAP ELEMENT BY OTHER5 (EN-14 ) McDONAL.D'S 5I&NA6E BY OTHERS - UNDER SEPARATE PERMIT. SEE 5I&NAGE SUPPORT NOTE ON THIS SHEET (EN -15) ( EN -I6 ) ( EN -1'1) (EN -I8 ) (EN -14) (EN 20) ( EN-2I) (EN -22) (EN-23) RELOCATED/ NEV( STOREFRONT TO MATCH EXISTING (10" BOTTOM STILE AT DOORS) PER SCHEDULE. CULTURED STONE VENEER BY OPENS CORNING CONTACT: NANCY HITCHINSON 330- 725 -0333 ALUMINUM TRELLIS ALUMINUM TRELLIS TIE -BACK ALUMINUM TRELLIS 2 "X8" WALL FASCIA EXISTING TO REMAIW NEW BRICK WAINSCOT TO MATCH EXISTING EXISTING 6AS METER ASSEMBLY TO REMAIN NEW EXISTING DOWNSPOUTS TO REMAIN - PAINT TO MATCH ADJACENT FINISH EXISTING ELECTRICAL METER SLY TO REMAIN TERRA GOTTA SCHEME: CEMENT BOARD LAP SIDING: ARCADES 4 HEARTH: PARAPET BAND: BASE BUILDING: DRIVE -THRU BANDING: JAMES HARDIE 8" EXPOSURE CEDAR MILL FINISH CULTURED STONE - OPENS CORNING PROFIT LED6E5TONE #PF -SOIq "SOUTHWEST BLEND" METAL -ERA CORRUGATED METAL SLY PACKAGE - 7/8" "s" PANEL 24 GAUGE; COLOR: CITY GAPE EARTHLY RUSSET #2113 -10 AZTEC BRICK 4$2115 -10 (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.O,) �0 N N `"X ILL X N a X RECEIVED CITY OF TUKWILA MAY 252012 PERMIT CENTER 1- DESCRIPTION GMU BEARING WALLS z 0 >Y CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY J_ w Al2 -140 - #04250 1_ A z° 42.0 0 ELEVATIONS Ali EN -10 EN-04 ® EN-06 EN-C 3 EN -IS EN-01 EN-lb EN-OW (ill -ii EN -lo EN-14 - T.O. PARAPET { I -- - _ ELEV. + I'T' -II" _ lik T.O. ARCADE WALL `ELEV. + I5'-4" ■ u I I- u rte: g EN-04 EN -I6 EN -II B.O. 17-T TRELLIS :'I T.O. ARCADE OPENING Al B.O. TRELLIS - — .. - • _ AMOY 4 P NvELEV. + 'ILO" 2. ....... . ., _. . .. . • .. .• i. .:. • ,,,.., ......„. SLAB .. i ........_ 1 _ _____________ 0 , / ..„,... % ..._ ____ _ . . . J : mirAn. . _, . .•. .. . .,.. . ____ . ■ !i■ ■ I . ..... ! i � ■u-■lE_■v � I � i ■■ . . �..!E . ■ ■ E■ E ■ ■E ■ ■ E■ ■u■ ■■ ■ ■■ �n■ � 1N1 �e T•• ! c —1 - i i - i -, i ■ ■v■ ■ E ■ y�'- 1 L � T I I ::E:i I I I I J 1 I _ E _■- ��� �.eo ■ _- L, ■ ��_� �e � e���� �■ ■ 1 �To. 01^' �� I r r i � - ' { , , T I eE �� s_I �- �--�; _ I I �_. _ - -- t - _L _ - - ■ ■ e ■. ' NI � _ �1 , � , I L _ 111-4" sommow if i EN-01 (EN -20 ® EN-02 EN-01 EN -20 EN-02 EN-OW ® '. TYP. -. -. WEST ELEVATION 411) SCALE: I /4" = I' -0" Allik s liraW NW ( EN-10 EN-06 EN-01 EN-03 EN-06 EN-IS EN -I, - - - -- TO. EN i KY ARCADE ___- - - - - - - - - _ _ -__ -- - - -- _ _ ot ELEV. + 14' -3" • PARAPET _ - -__ -_ I- - _ — — -.____- ! ' — Fr — _ 1 i ! ' __ I ohTO. ELEV. + IT-II" { 4 �' Y s . ALTO. ARCADE WALL ELEV. + 151-4" REVIEWED FOR CODE APPROVED JUL 1 1 2012 • City of Tukwila BUILDING DIVISION .EN -05 �, _- p g - _ — -- — — "' ( EN -18 B.O. D T TRELLIS i + ELEV. 111-4" = (EN -II ) m= I © 2010 McDonald', I's USA, LI ire the confidential and pr Id shall not be copied or ;ontract documents were { junction with its issue dat site or at a later time. ample on another project .cts and engineers. Reprc >n another project is not _ T.O. ARCADE OPENING " --- -- 50. TRELLIS I •ELEV. + q' -0" m -x - EN-04 o. 4- ;a _ • - a =�— I EN-I1 w+_� ,., EN-Iq , I �L I ! i I i 1 L_ :l 4FT:;—i( H:i;: _—L- { � � ' i TO. SLAB I " : a 1 1 I i I - 1 I i ? 1 1— EI r " I i 1 T �. L MEN ,-- _J Y ■ >111Wil EN -16 ` ® EN -20 EN-O' EN-01 4747.15 EN-23 (sL 2 NORTH ELEVATION x Q p a 5TD ISSUE DATE XX /XX /2011 co Q w DATE ISSUED XX /XX /2011 SITE ADDRESS 16501 SOUTHGENTER PARKWAY, TUKWILA, WA ci8188 A2.1 SCALE: I/4" = I' -0" ELEVATION GENERAL NOTES ELEVATION KEYNOTES COLOR LEGEND TITLE 2011 BUILDING REMODEL CANOPY VERSION PARAPET DESCRIPTION GMU BEARING WALLS WOOD ROOF FRAMING CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY I. UNIBODY FASCIA 5I6N WALL SUPPORTS TO BE VERIFIED WITH MCDONALD'S AREA CONSTRUCTION MAtslAGER AND COORDINATED WITH SIGN MANUFACTURER. 2. REMOVE EXISTING INSTALL NEW HORIZONTAL CEMENT BOARD LAP SIDING WITH S" REVEAL 4 CEDARMILL FINISH AT EXISTING TRASH ENCLOSURE (NOT SHOWN). INSTALL SIMILAR TO BUILDING SECTIONS $ DETAILS. PAINT TRASH ENCLOSURE d METAL GATES TO MATCH "BASE BUILDING" COLOR. 3. DENOTES SAFETY GLAZING. ' TERRA GOTTA SCHEME: (EN -0I) NEW HORIZONTAL CEMENT BOARD LAP SIDING 4 TRIM. DOLOR: BASE BUILDING. ( EN-I5 ) RELOCATED/ NEW STOREFRONT TO MATCH EXISTING (10" BOTTOM STILE AT DOORS) PER SCHEDULE. CEMENT BOARD LAP SIDING: JAMES HARDIE S" EXPOSURE CEDAR MILL FINISH ARCADES 4 HEARTH: CULTURED STONE - OWENS CORNING PRO -FIT LED6ESTONE #PF -Bola 'SOUTHWEST BLEND" PARAPET BAND: METAL -ERA CORRUGATED METAL ASSEMBLY PACKAGE - 1/S"5" PANEL 24 GAUGE; COLOR: CITY SGAPE BASE BUILDING: EARTHLY RUSSET #2113 -10 DRIVE -THRU BANDING: AZTEC BRICK #2I/5 -10 (ALL .N .oj COLORS ARE PER BENJAMIN MOORE PAINTS, U RECElvEu CITY OF TUKWIIA MAY 252012 PERMIT CENTER (EN -02) NEW HORIZONTAL CEMENT BOARD LAP SIDING 4 TRIM. COLOR: DRIVE -IIR J BANDING.. (EN -16) CULTURED STONE VENEER BY OWENS CORNING (�-�) t PARAPET ACCENT BAND PER COLOR LEGEND, THIS f. CONTACT: MANGY HUTGHIN50N 330 -125 -0333 (Ey -04) ALUMII'NJM CANOPY 16" (COLOR: YELLOW). ( EN -Ii) ALUMIIMJM TRELLIS (EN-05) ALUMINUM CANOPY TIE -BACK (EN -IS) ALUMINUM TRELLIS TIE -BACK (EN -06) METAL COPING - COLOR TO MATCH SURROUNDING MATERIAL ( EN-141 ) ALUMIN M TRELLIS 2 "XS" WALL FASCIA (EN-01) EXISTING HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL (EN -20) EXISTING TO REMAIN/ NEW BRICK WAINSCOT TO MATCH EXISTING EN ( -2f) EXISTING 6A5 METER ASSEMBLY TO REMAIN (EN -OS) EXISTING/ NEW 6UARDRAILMANDRAIL - PAINT TO MATCH ADJACENT MATERIAL (EN-0q) LIGHT FIXTURE (WALL SCONCE) - SEE FI FC.TRIGAL (EN-22) NEW EXISTING DOWNSPOUTS TO REMAIN - PAINT TO MATCH ADJACENT FINISH (EN -23) EXISTING ELECTRICAL METER ASSEMBLY TO REMAIN ( EN -10) LIGHT FIXTURE (ARCADE LIGHT) - SEE ELECTRICAL IT N ,1- ( EN-II ) LIGHT FIXTURE (CANOPY LIGHT) - SEE ELECTRICAL ( EN-I2 ) METAL LETTERING - BY OTHERS (EN -I3) ROOFGAP ELEMENT BY OTC Al2 -140 - #04250 6 1 . N ELEVATIONS (EN -14) McDONAI..DS 516NA6E BY OTHERS - UNDER SEPARATE PERMIT. SEE SI6NA6E SUPPORT NOTE ON THIS SHEET 2X WOOD BLOCKING BETWEEN JOISTS. NEW 2X4 WOOD RAFTERS 16" O.G. PER STRUCTURAL. EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL. SINGLE -PLY ROOFING PER McDONALDS SPECIFICATIONS WITH METAL ERA FASCIA (800558.2162) PEEL BACK ROOFING AS NECESSARY FOR A WEATHER -TIGHT SEAL. EXISTING 8 "X1b" VENT WITH BIRD SCREEN TO REMAIN. PROVIDE NEW IF DAMAGED. CONFIRM IF INSULATION IS EXISTING OTHERWISE PROVIDE NEW PER CODE. EXISTING ROOF TO REMAIN. SLOPE 3/8" PER FT. - MIN. III DINING kad I I { -' -'C;l' \ -.I C. if �\ \ ; i�_ / -� —+-, + + { ' I? I i i ` L'-''' - -' i �, ,--- IIi�J+1f 1. -ii1_1_, , I- - 'i -1 1 -- I i in J k -1 -- j {` J\ -I �`- it 'III- i l f 1 � I l ) lip{ ; I +{ i l ; , . i i , [ - _� ! I 1+I i- I =i Iii r i, 1 1 ;I j- I j 1.1_1 J � �i =1if i —"il J i' I( I! ill �li, (;i =� i =�i I{i +_ ill 1i Ii11— ( 11j lii- 1'1 —j+ S!i 1 1— J-il(i —ii . i ' I— + 1 — 111: _ _ ' - ' i , I 1 ; ' i P - -11� 1+I 1i� ;I I4I i I t� I fj {1 =Ili (' ' iv -i i —l' I j i -1 i t 1 i; ill i .� i 1 ill j I— 1 != i = -; i = 1 Ili _Ii ;= 1 ;II 1L= =i1+ _ IJ1 _i! —ill 1 — il- 1_ ' 1 1I i t i 2 SECTION ROOF GAP ELEMENT, SUPPORT POSTS, TIE -BACKS AND TRACK BY OTHERS. CONT. METAL CLEAT. ATTACH TO BLOCKING TO RECEIVE METAL COPING (OVERLAP PANEL 1 1/2" MIN) T.O. PARAPET ELEV. + I1' -II" TYPICAL PARAPET CONSTRUCTION - 5EE I /A3.I. ARCADE LIGHT PER ELECTRICAL. T.O. ARCADE WALL ELEV. + 15'-4" 2X BRACING PER STRUCTURAL CUT 6 "Xq" VENT HOLES IN SHEATHING BETWEEN 'TRUSSES TOP d BOTTOM 48" O.G. REMOVE FINISHES DOWN TO SHEATHING AT PORTION OF TRUSS TO REMAIN. TYPICAL ARCADE EXTERIOR FINISH - SEE 2/A3.I McDONALDS SIGN - G.G. TO GOORD. LOCATION AND SUPPORT REQUIREMENTS WITH SIGN MANUFACTURE PORTION OF EXISTING MANSARD TRUSS 4 ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. EXISTING GMU MASONRY WALL CONSTRUCTION TO REMAIN. EPDXY REBAR INTO EXISTING CM) BOND BEAM PER STRUCTURAL. PATCH AND REPAIR EXISTING CEILING AS NECESSARY. PROVIDE NEW 611B AS NECESSARY TO ACCOMODATE DEMO/ NEW CONSTRUCTION. FiNISH PER INTERIOR DESIGN DRAWINGS. NEW BATT INSULATION. FILL CAVITY. LIQUID W.R.B. BETWEEN MASONRY AND STUD FRAMING. TYP. EXISTING STOREFRONT TO BE REMOVED. VERIFY DISPOSAL/ RELOCATION WITH McDONALDS AGM. GMU INFILL WALL PER STRUCTURAL REMOVE EXTERIOR BAY WINDOW FRAMING AND FINISHES AS SHOWN. REFER TO PLAN FOR MORE INFORMATION. T.O. SLAB ELEV. + O' -0"$ EPDXY REBAR INTO EXISTING CMU PER STRUCTURAL. PORTION OF EXISTING BRICK VENEER WAINSCOT TO BE REMOVED. SALVAGE IF POSSIBLE. VERIFY WITH McDONALDS ACM. EXISTING LANDSCAPING TO REMAIN. EXISTING FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. A3.O SCALE: 3/4" = I'-O" 2X WOOD BLOCKING BETWEEN JOISTS. NEW 2X4 WOOD RAFTERS 16" O.G. PER 571RJJOURAL. EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL. SINGLE -PLY PROOFING PER McDONALDS SPECIFICATIONS WITH METAL ERA FASCIA (8005582162) SLOPE 3/8" PER FT. MIN. i PEEL BACK ROOFING AS - NECESSARY FOR A WEATHER -TIGHT SEAL. EXISTING 8 "X16" VENT WITH h: BIRD SCREEN TO REMAIN. PROVIDE NEW IF DAMAGED. Jil 1 CONFIRM IF INSULATION 15 EXISTING OTHERWISE '1f PROVIDE NEW PER CODE. EXISTING ROOF TO REMAIN. '\ , ROOF GAP ELEMENT, SUPPORT POTS, NEW CANOPY SYSTEM TIE -BACKS AND TRACK BY OTHERS. CONT. METAL CLEAT. ATTACH TO BLOCKING TO RECEIVE METAL COPING (OVERLAP PANEL I 1/2" MIN) T.O. PARAPET ELEV. + I1' -iI" TYPICAL PARAPET CONSTRUCTION - SEE I/A3.1. ARCADE LIGHT PER ELECTRICAL. T.O. ARCADE WALL ELEV. + 151-4"‘V 2X BRACING PER STRUCTURAL CUT 6 "Xq" VENT HOLES IN SHEATHING BETWEEN TRUSSES TOP 4 BOTTOM 48 O.G. REMOVE FINISHES DOWN TO SHEATHING AT PORTION OF TRUSS TO REMAIN. TYPICAL ARCADE EXTERIOR FINISH - SEE 2/A3.I PORTION OF EXISTING MANSARD TRUSS 3 ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. II <JC »� ? Cis L _( Cy' J" • • DINING d i ��-- �. r \oho` �.L- p, n`- -/-,;. J` per. 17;..-- � i° _,�� .,ham �.% - /"/,_ �' i I - I -' j ; J- ^i s _ <, �` ',)c--.-, �..•�._..,. e CJf L ' _ 1 - I i f - , + 1 =^ / ,r j— Iii 1 _ „,,,_111_,,1__„ i- ;._1_, I_-'- a �--�c�i. f.' (I _1 i Ii----.1 1 1 I i- , - 1i ii' 1j1. { 1 I + i -- .,-.r ors + - -1 { .,.iii- -_...I + 1 { i� � i ! I 1 i i + . I ; i j ? — 3 11— • - I ilw, I :- { _ jl = Ali - -;1, j;� iJ it +, if i il —j + -1 i l_ I I I : 1 1_�J l i i J l_ 1--11 l= - ((l. =I l j i— 1 1 1-1 —1 Ill 111 =1, 1.---7.---, i ' (— i (1 111 —I I 'ii j I' !=,1 1 -- 1 C i 1 i I j{; l' 11 1 ' j -_ —i j -f �j I, -. ,i 1,1. —i11- ii1 i. 4 i ( -1�I i iI ; II —1,1 i�� 111' - -1i i_i �; li' ii= l - 1 i ! _, i -- 1 -i 1. , =1 i 1- , - I 1 SECTION T.O. ARCADE OPENING B.O. TRELLIS ELEV. + '-O "� c11-0"‘v T.O. STOREFRONT WINDOW ELEV. + 8'-O "$ TO MATCH EXISTING REMOVE PORTION OF CM) HEADER AND EXTERIOR WALL. TO INSTALL NEW STEEL BEAM PER STRUCTURAL. REFER TO AI.I 4 DI.1 FOR MORE INFORMATION. PATCH AND REPAIR EXISTING CEILING AS NECESSARY. PROVIDE NEV 618 AS NECESSARY TO ACCOMODATE DEMO/ NEW CONSTRUCTION. EXISTING STOREFRONT TO BE REMOVED. VERIFY DISPOSAL/ RELOCATION WITH McDONALDS ACM. T.O. BRICK WAINSCOT ELEV. MATCH EXISTIN611 INFILL WALL PER PLAN/SCHEDULE NEW/SALVAGED BRICK VENEER. FINISH PER PLAN/ELEVATIONS. REMOVE EXTERIOR BAY WINDOW WINDOW AND FRAMING AS SHOWN. REFER TO PLAN FOR MORE INFORMATION. T.O. SLAB ELEV. + 0' -0"11 PORTION OF EXISTING BRICK VENEER WAINSCOT TO REMAIN. EXISTING LANDSCAPING TO REMAIN. EXISTING FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. PriAl SCALE: 3/4” = 1' -0" L INFORMATION SHOWN IN CONSTRUCTION DOCUMENTS IS FOR DESIGN INTENT ONLY. APPROVED MANUFACTURERS BELOW SHALL PROVIDE A COMPLETE CODE COMPLIANT FINAL DESIGN (CANOPY). 1. FASCIAS: CONT. 2X8 CLEAR ANODIZED ALUMINUM TUBE - PROVIDE CLOSURE PIECE WHERE TUBE ENDS ARE EXPOSED. FASCIA FACE CAPS: CONT. 2X18 CLEAR OR YELLOW (SEE ELEVATIONS) ANODIZED ALUMINUM 'G" SHAPED BENT PLATE. 2. OUTRIGGERS: CLEAR ANODIZED 2X8 ALUMINUM TUBE 5. TIEBACKS: ANODIZED ALUMINUM THREADED RODS BY MANUFACTUER - LOCATIONS AS INDICATED ON ROOF PLAN. FINAL LOCATIONS AND QUANTITY SHALL BE AS INDICATED ON CANOPY DESIGNER OF RECORD INSTALLATION DRAWINGS. 4. WHERE INDICATED ON ROOF PLAN, PROVIDE ANODIZED ALUMINUM PANEL INFILL TO PROVIDE POSITIVE SLOPE FOR DRAINAGE. 5. SYSTEM SHALL ALLOW FOR MOVEMENT AT EXPANSION JOINTS AND FOR MOVEMENT OF EXTERIOR WALL SYSTEM ON WHICH THE CANOPY IS MOUNTED (CANOPY). b. STRUCTURAL ATTACHMENTS 4 LOAD CALCULATIONS TO BE FURNISHED BY CANOPY SYSTEM DESIGNER OF RECORD. SUPPLIERS DESIGNER OF RECORD SHALL DESIGN PER PREVAILING CODES (CANOPY). 1. CANOPY SYSTEM MUST BE SELECTED FROM ONE OF THE SUPPLIERS LISTED BELOW. 8. CANOPY SYSTEM MANUFACTURER SHALL. PROVIDE INSTALLER WITH INSTALLATION INSTRUCTIONS. MANUFACTURER SHALL DESIGN CANOPY IN ACCORDANCE WITH THE WALL SYSTEM AND BLOCKING AS INDICATED IN THE CONSTRUCTION DOCUMENTS (CANOPY). q. CANOPY INSTALLER SHALL NOTIFY CANOPY DESIGNER OF RECORD, MCDONALD& ACM, G.C. AND ARCHITECT OF ANY DEFICIENCIES THAT WOULD NOT ALLOW FOR THE PROPER INSTALLATION OF THE CANOPY. CANOPY SHALL NOT BE INSTALLED UNTIL DEFICIENCIES HAVE BEEN CORRECTED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND THE CANOPY MANUFACTURERS INSTALLATION GUIDELINES (CANOPY). 6reenheck PO Box 410 Schofield, WI 54416 www.greenhoGk com Chris Kirkeeng (115) 355 -3842 YELLOW FASCIA 4 LED LIGHTING BY: Everbrite PO Box 20020 Greenfield, WI 53220 www.everbright.com (414) 52q-3500 REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCR I F'T I ON Q } Lu REGISTERED ARCHITECT . CHAD 0 EIHEIT STATE OF WASPINGTON EXTERIOR WINDOW ASSEMBLY (STOREFRONT & ENTRNCE SYSTEM) ANODIZED ALUMINUM FRAME, THERMALLY BROKEN WITH HEAD RECEIVER CHANNEL; FINISH TO MATCH EXISTING STOREFRONT 2. I" INSULATED &LAZING - SEE EXT ELEVATIONS FOR LOCATION OF SAFETY GLASS. 3. PROVIDE FLASHING AT HEAD $ SILL $ CONTINUOUS SILICONE SEALANT 4. GORIAN SILL AT INTERIOR PER INTERIOR DESIGN DRAWINGS. TRELLIS SYSTEM TRELLIS INFORMATION SHOWN IN CONSTRUCTION_DOCUMENTS 15 FOR DESIGN INTENT ONLY. APPROVED MANUFACTURERS BELOW SHALL PROVIDE A COMPLETE AND CODE COMPLIANT FINAL DESIGN. I. FASCIAS: CONT. 2X8 CLEAR ANODIZED ALUM TUBE - PROVIDE CLOSURE PIECE WHERE TUBE ENDS ARE EXPOSED 2. OUTRIGGERS: CLEAR ANODIZED 2X8 ALUMINUM TUBE 3. TIEBACKS: ANODIZED ALUMINUM THREADED RODS BY MANUFAGTRER - LOCATIONS AS INDICATED ON ROOF PLAN. FINAL LOCATIONS AND G UANTITIY SHALL BE AS INDICATED ON TRELLIS DESIGNER OF RECORD INSTALLATION DRAWINGS. 4. WHERE INDICATED ON ROOF PLAN, PROVIDE ANODIZED ALUMINUM PANEL INFILL TO PROVIDE POSITIVE SLOPE FOR DRAINAGE. 5. SYSTEM SHALL ALLOW FOR MOVEMENT AT EXPANSION JOINTS AND FOR MOVEMENT OF EXTERIOR WALL SYSTEM ON WHICH THE TRELLIS 15 MOUNTED. 6. STRUCTURAL ATTACHMENTS 4 LOAD CALCULATIONS TO BE FURNISHED BY TRELLIS SYSTEM DESIGNER OF RECORD. SUPPLIERS DESIGNER OF RECORD SHALL DESIGN PER PREVAILING CODES. 1. TRELLIS SYSTEM MAY BE SELECTED FROM ONE OF THE SUPPLIERS LISTED BELOW. EQUIVALENT SYSTEMS FROM NON - APPROVED SUPPLIERS SHALL BE SUBMITTED TO McDONALD S L/5 RESTAURANT' DESIGN 4 CONSTRUCTION FOR REVIEW AND APPROVAL OF DESIGN INTENT. ALL NON- APPROVED SYSTEMS SHALL MEET ALL OF THE REQUIREMETNS OF THIS SECTION. 8. TRELLIS SYSTEM MANUFACTURER SHALL PROVIDE INSTALLER WITH INSTALLATION INSTRUCTIONS. MANUFACTURER SHALL DESIGN TRELLIS IN ACCORDANCE WITH THE WALL SYSTEM AND BLOCKING AS INDICATED IN THE CONSTRUCTION DOCUMENTS. q. TRELLIS INSTALLER SHALL NOTIFY TRELLIS DESIGNER OF RECORD, MCDONALD& ACM, 6.0. AND ARCHITECT OF ANY DEFICIENCIES THAT WOULD NOT ALLOW FOR THE PROPER INSTALLATION OF THE TRELLIS. TRELLIS SHALL NOT BE INSTALLED UNTIL DEFICIENCIES HAVE BEEN CORRECTED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS AND THE TRELLIS MANUFACTURERS INSTALLATION GUIDELINES. RECtivELJ CiTY OF TUKWILA MAY 2 5 2012 6reenheck PO Box 410 Schofield, WI 54416 www.greenheck.com PERMIT CENTER © 2010 McDonald's USA, LLC '+- o a :02 o L. v v v :31. mo .a3 m :0 o 4 o ` _I a �i m°3�o m N v v m N Q :13545 m° i ° r m a U CO _ Cl) O L° O C O o O 2 4• V + C vw Q - °vL ° U`c ov U v oE'mX av 04' + = a� 0 V D•- my Q iNg C w . V 2 m v O m i m ▪ o °a�• a0 ccm,o i -2--1)' v0 03o -,ov 0 v .`, CD 14' E ,_ a .- ........, m m m U U Q O �N tn• X I— • X w- N O X F-X X n--J IQ O CZ ILI 0_ O O • 07 _I Ili >. O Z < CN O DESCRIPTION CMU BEARING WALLS z CZ IL CZ 3 CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY Al2 -140 - #04250 A3 • SECTIONS NEW 2X4 WOOD RAFTERS 4) 16' O.G. PER STRUCTURAL. EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL. SINGLE -PLY ROOFING PER MGDONALD'S SPECIFICATIONS WITH METAL ERA FASCIA (8005582162) SHEATHING PER STRUCTURAL. PEEL BACK ROOFING, AS NECESSARY FOR " A WEATHER -TIGHT SEAL. EXISTING 8 XIb 11 VENT WITH BIRD SCREEN TO REMAIN. PROVIDE NEW IF DAMAGED. CONFIRM IF INSULATION 15 EXISTING OTHERWISE PROVIDE NEW PER CODE. EXISTING ROOF TO REMAIN. SLOPE 3/8" PER FT. MIN. LiWA SLOPE 3/8" PER FT. MIN. OS- { VIME 71:Fri_:11;1, aral RI- \ %it I Ts DINING i OWN 1 ARCADE LIGHT PER ELECTRICAL. T.O. ENTRY ARCADE& ELEV. + IQ' -3" T.O. PARAPET ELEV. + I7' -II" TYPICAL ARCADE PARAPET CONSTRUCTION CULTURED STONE VENEER PERMEABLE MEMBRANE YV/ OPEN WEAVE HIGH IMPACT FIBER REINFORGEIN• MESH OVER DRAINAGE MAT W/ FACER TYVEK COMMERCIAL 'D' W.R.B. / AB. PER MMDONALDS SPECIFICATIONS PLYWOOD PER STRUCTURAL 2X WOOD STUDS ® W O.G. PER STRUCTURAL McDONALD'S SIGN - 6.C. TO COORD. LOCATION AND SUPPORT REQUIREMENTS WITH SIGN MANUFACTURER. 2X BRACING PER STRUCTURAL CUT 6 "X4" VENT HOLES IN SHEATHING BETWEEN TRUSSES TOP 4 BOTTOM ®48" O.G. REMOVE FINISHES DOWN TO SHEATHING AT PORTION OF TRUSS TO REMAIN. CANOPY LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. PORTION OF EXISTING MANSARD TRUSS S ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. TRELLIS SYSTEM d TIE BACKS, SEE SHEET A5.0 FOR MORE INFORMATION. TA. ARCADE OPENING B.O. TRELLIS LEY. + q'-O"mV L SLOPE 15% MAX. r 1 -g-- `�z —�.�r Flo oc? o , l j III —' ! l 1-�7 ° L ✓� �� !�c i i I 1 l I I �; - I l —It ;'-"11,1 I 1 vl 11 —� I I -v1 s � Iii t i �- 1 1 -f 1 = IiI ' - il I1 { _''I =111 ' I-11 1 1 1 I I` I I-1 t I-7=-1! t —I l i I 1 Ill 1 It- ` „_ .,„ t- I, —I I l_ (11-H111 T.O. WINDOW OPENING ELEV. + 8' -0" (E)$ ALUMINUM INFILL PANEL. SEE SHEETS AI.4 4 AI5 FOR MORE INFORMATION. PATCH AND REPAIR EXISTING CEILING, AS NECESSARY. PROVIDE NEW 6W6 AS NECESSARY TO ACCOMODATE DEMO/ NEW CONSTRUCTION. NEW STOREFRONT PER PLAN/ SCHEDULE. T.O. BRICK WAINSCOT ELEV. MATCH EXISTING NEW WILL WALL PER STRUCTURAL. NEW SIDEWALK PER SITE PLAN. T.O. SLAB ELEV. + O' -0" EXISTING FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. SECTION SCALE: 3/4" = I' -0" 2X WOOD BLOCKING BETWEEN JOISTS. NEW 2X4 WOOD RAFTERS @ 16' O.G. PER STRUCTURAL. EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL. SINGLE -PLY ROOFING PER McDONALD'S SPECIFICATIONS WITH METAL ERA FASCIA (8005582162) SHEATHING PER STRUCTURAL. PEEL BACK ROOFING AS NECESSARY FOR A WEATHER -TIGHT SEAL. EXISTING 8 "XIb" VENT WITH BIRD SCREEN TO REMAIN. PROVIDE NEV IF DAMAGED. CONFIRM IF INSULATION IS EXISTING OTHERWISE PROVIDE NEW PER CODE. EXISTING ROOF TO REMAIN. SLOPE 3/8" PER FT. MIN. MOO II DINING k - x i ice , , V n P ; ,r o ya_ ,� ,_) �,{ ,, t J �C_, L1 o :r ?� J te I1;1Il,�u 11_ I CONT. METAL CLEAT. ATTACH TO BLOCKING TO RECEIVE METAL COPING (OVERLAP PANEL I I/2" MIN.) T.O. PARAPET ELEV. + I1` -II" TYPICAL PARAPET SYSTEM METAL SIDING PER ELEVATIONS ICE/ WATER SHIELD OR (I) LAYER 304$ BUILDING FELT PER McDONALDS SPECIFICATIONS PLYWOOD SHEATHING PER STRUCTURAL 2X WOOD STUDS ® 16' O.G. PER STRUCTURAL T.O. ARCADE WALL& ELEV. + I5'-4" 2X BRACING PER STRUCTURAL CUT 6 "Xq° VENT HOLES IN SHEATHING BETWEEN TRUSSES TOP 4 BOTTOM 0 48" O.G. REMOVE FINISHES DOWN TO SHEATHING, AT PORTION OF TRUSS TO REMAIN. PORTION OF EXISTING MANSARD TRUSS i ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. TRELLIS SYSTEM $ TIE BACKS, SEE SHEET A3.O FOR MORE INFORMATION. T.O. ARCADE OPENING B.O. TRELLIS& a ELEV. + ' -0' T.O. WINDOW OPENING& ELEV. + 8' -0" (E) ALUMINUM INFILL PANEL. SEE SHEETS AI.4 d AI5 FOR MORE INFORMATION. PATCH AND REPAIR EXISTING CEILING AS NECESSARY. PROVIDE NEW 61B AS NECESSARY TO ACCOMODATE DEMO/ NEW CONSTRUCTION. EXISTING STOREFRONT TO BE REMOVED. VERIFY DISPOSAL/ RELOCATION WITH McDONALDS CM. T.O. BRICK WAINSCOT& ELEV. MATCH EXIST. INFILL WALL PER STRUCTURAL. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 of BUILD NG DIVISION REMOVE EXTERIOR BAY WINDOW AS SHOWN. REFER TO PLAN FOR MORE INFORMATION. T.O. SLAB ELEV. + 0' -0" PORTION OF EXISTING BRICK VENEER WAINSCOT TO REMAIN. NEW SIDEWALK PER SITE PLAN. SLOPE 1.5% MAX. L 7 ��? c�✓.y III I i /�`- ..EIv( 1— ��� mot, . I i i-= 11= 1— l 1 > 11 1-L-7.1 A -1 „` Ii "� 111 — III1— ,,1I1 -,?` -6,--d (l711T+7111-1..t1 I I`� , \ x ",_,,,....„\,.....).-],"_)..,,i2:44,_.) ., jrThcri)-(Th-\:--u".„ ,-2, G:_ °p`�1 —� C t I# i -1� _tit - =�t , o �., �_ `'-:71 il!11I —1 11111 I X11= IIhIlt —ii 1 1 1 i 1 i 1 ice" 11 =1 1' -1 1 -i I I !, I 117 'CD' �)` =1 ! I t I —I I I r-- . i 1 1 1 t_ —_III —1 ' 11 }—! 1 1 r"� _ (1 -1 1, , —1I t t- 1 -1 f -' I —1 (l 1 1— i I i— ` — t �s I 1 I' I I! I —i I I � l l -1 I! -1 11- 1.1711[77i 1 11-11,-c________; I 1: I -1 11- I` I i _1 I 1 I i_ 1 _ p{ 1 i i{ i — ` 1 1 1 —I —' i_t 1 -( 1 1 —, I i i 1 ?-- ! 1 I I i 1 1 1 1 i� 11 _71 1 i�i 1 i— ' j �- f, I -1 i t —I 1 '= ' I f 1 I - i l_1 I'_I %T.TT1 I ! i I ; 1 1 -- I- ,— j 1=-i , i i !� -; , i— i I ! -1 - - - -, I r-i I i—; ; r—! � I -I 1- 111= 111 = 111-- 1i1 =i1 l —I' 1 i1i 11I -ii=j 1 ;i 'it =11 —i1 j I i1. '= l�h`I —; s' I` i —I i---1----' I I 1 1 1 -1 lE-t? I —, 1 f -1; I 11 1 1 1 11 i( —i -I 11 !II '11111 1'i 111 —II1,--1 i I,i I _III._ _ �, t , I,—_ _ ,3 i I —I i 1--1 I I -1 .(1 1 —I 1 Ili I i i— 1 i i 4—i i-_ '7=111=111=1 1 1 -1 I 1 1 ' 1= ; I- t - -1 1 -T' ' 111 I I —1 ' SECTION 12H1 g EXISTING FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. RECIIVEL CITY OF TUKIMLA MAY 2 5 2012 PERMIT CENTER SCALE: 3/4” = 11-0" u m BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION N 0 N d W lY ti REGISTERED ARCHITECT RLCHARD 0. FREIHEIT STATE OF WAS1-UNGTON © 2010 McDonald's USA, LLC v • m o v°0-0 0 • w o � 0. vv. ) 0 0 i o. L. Dm31a�E L C • . v v O C a) O a) r 4, a) 4 �, U _c a C v° C "0 0 0 ..-, C S- O O O O 0 .S.0 6y CO C CO O C 0 C :L. I- O O O c0L 0 0AF- C 4-, C w -U a C 0 rnM C ?) :C a) "616 mop= • o _c cr ,s• -0 • a• 0 o� v 0. • a; .0 m o a• ,0- ✓ C� °co y O C O E U C X +O+ O m.m a, O 0 w 04> y• a)• a) I- a)) E w U 0- 0 -* 3`1- o 0° °41)0 y U ai 2 5 05 z to co CNI 111 N X IX Q :0 LI)N X QX c X DESCRIPTION WOOD ROOF FRAMING Al2 -140 - #04250 A3,1 k SECTIONS 2X WOOD BLOCKING BETWEEN JOISTS. NEW 2X4 WOOD RAFTERS ® 16" O.G. PER STRUCTURAL. EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL. SINGLE -PLY ROOFING PER MGDONALD'S SPECIFICATIONS WITH METAL ERA FASCIA (800.5582162) SHEATHING PER STRUCTURAL. PEEL BACK ROOFING AS NECESSARY FOR A WEATHER -TIGHT SEAL. EXISTING 8 "XI6" VENT WITH BIRD SCREEN TO REMAIN. PROVIDE NEW IF DAMA6ED. CONFIRM IF INSULATION 15 EXISTING OTHERWISE PROVIDE NEV PER CODE. EXISTING ROOF TO REMAIN. SLOPE 3/8' PER FT. MIN. NINO p. DINING 4 17° • iO\ C� J nU o6 J r p� <_ _ �. • 1_ 1prpt c",,,?( p C I(lli i c� „ i i Il —il —,I LpG I 11=11 1 ' l l —^ 1- II li�I1 -1 -11 — 171 11- 11 -1i 1 ,h ICY -7... •-t }Ciz ;_-:/ `at 1 ry f±r � )� `.t )c,-v�"li<il l_i 1 , 1 11 =1 —+ 1 _I • i I 1 —j i 1_ ifl E I 1 Il_1i1 I I_ — i —1 I r I ! , - 1 I 1 —a —I I�1 ! fl— 1' it 1 1 1 !_ 1-77 ! I I —I I( 71 l I I— —i 1 i 11 I -1 t l f 1 1 -1 f -- ,( i { 1 1--I 1 i i= I i j I —; 1; , - ,= I ; -, I ,11 1 11 I 1�1 -I 1�a I I — ''! li [+ 111— ,i__1, - -3± Iii — ll Il i {I{ it i +1= j;, 1j1 i ; 1 -i 1 1 1 - 3 —i I I —i 1 1 11 I— SECTION CONT. METAL CLEAT. ATTACH TO BLOCKING TO RECEIVE METAL COPING. (OVERLAP PANEL 1 1/2" MIN) T.O. PARAPET ELEV. + n' -u" TYPICAL PARAPET CONSTRUCTION - 5EE I /A3.1. T.O. ARCADE WALL ELEV. + 15' -4 "1" 2X BRACING PER STRUCTURAL CUT 6'Xq" VENT HOLES IN SHEATHING BETWEEN TRUSSES TOP 4 BOTTOM 0 48" O.G. REMOVE FINISHES DOWN TO SHEATHING AT PORTION OF TRUSS TO REMAIN. PORTION OF EXISTING MANSARD TRUSS 8 ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. T.O. ARCADE OPENING B.O. FASCIA ELEV. + q' -0" T.O. BRICK WAINSCOT ELEV. MATCH EXISTING EXISTING WALL CONSTRUCTION TO REMAIN. NEW SIDEWALK PER SITE PLAN. T.O. SLAB / ELEV. + 0' -0' EXISTING FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. SCALE: 3/4” = I' -0" NEW 2X4 WOOD RAFTERS ® 16" O.G. PER STRUCTURAL. EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL. SINGLE -PLY ROOFING PER MGDONALD'S SPECIFICATIONS WITH METAL ERA FASCIA (800.558.2162) SHEATHING PER STRUCTURAL. PEEL BACK ROOFING AS NECESSARY FOR A WEATHER -TIGHT SEAL. EXISTING 8 "X16" VENT WITH BIRD SCREEN TO REMAIN. PROVIDE NEW IF DAMMED. CONFIRM IF INSULATION IS EXISTING OTHERWISE PROVIDE NEW PER CODE. EXISTING ROOF TO REMAIN. SLOPE 3/8' PER FT. MIN. SLOPE 3/8" PER FT. MIN. DINING SIM .q. p� is ap p )c7 f I ^I . ii—I,1 —,II 1i, 1° ° r t °_ ✓ �o `cam , �= !� 111. riLL��� I i _— Ii ii —1I i L.�w -t1r F, —i f —1 I I t 1 1— 1 i 1 1 ( -1 11- � 1 �'l l -1 l i =1 I I i I I 111 — 1 1 —' 11— 1 C —i;i lj —lii - 1 I ? =1 I 1 —E o r :o , 1 -1 I III =f f l �1i��1 ii1 Iii -1;� —I��— �i— .�� 1,� -i,1 I 1 1 —, 1 ` ,1 — 111 _l I l -111 —Ill 1 I l 111— I I I i! i I I —I 1' 1 1 1 11 11=111 j 1 I.= 11 =1 i i=1 1 1 1 1 1 -1 1� =! I. 11_1 s ins 1=-11 —( __ 71 t L-,-1 ^ 17-11 — - 1--11 l - _ I -.1 I -11 i; 1 1 —i 1 _ II_�-111:1-9 iii j11f s 11 '1 ,i�i� �I i`( 1!i_,i( I j - -(1_ I_i I 11 I Eli I =1 i —111 11 Hi 11 =, i— I I ' ! 11='_1 i 1 i 111 =i !? = I t -1 11 I i -i i 1 11 ti Willi >> �I11, �i+1 },�, II f. +ill 1= ih'1! 1 1 -1'1 !I= 'il —i1'1 +'- +i ! 1 11, —; 11— I! III— 1 1- I I 1 -1 i i 1 1—�� 11_1 ,( I; I I— 1 —, 1 1, —,1 1 11 1 I — ARCADE LIGHT PER ELECTRICAL. T.O. ENTRY ARCADE A ELEV. + Ig1-3' T.O. PARAPET $ ELEV. + IT-11"1" MGDONALD'S SIGN - 6.G. TO GOORD. LOCATION AND SUPPORT REQUIREMENTS WITH SIGN MANUFACTURER, 2X BRACING PER STRUCTURAL GUT 6'Xq' VENT HOLES IN SHEATHING BETWEEN TRUSSES TOP 4 BOTTOM ® 48" O.G. REMOVE FINISHES DOWN TO SHEATHING AT PORTION OF TRUSS TO REMAIN. TYPICAL ARCADE EXTERIOR FINISH - SEE 2/A3.I PORTION OF EXISTING MANSARD TRUSS 4 ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. PATCH AND REPAIR EXISTING CEILING AS NECESSARY. PROVIDE WA GWB AS NECESSARY TO ACCOMODATE DEMO/ NEW CONSTRUCTION. NEV BATT INSULATION. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION NEW INFILL WALL PER PLAW SCHEDULE. PORTION OF EXISTING BRICK VENEER WAINSCOT TO BE REMOVED. SALVAGE IF POSSIBLE. VERIFY WITH MGDONALD'S ACM. EXISTING WALL CONSTRUCTION TO REMAIN. NEW SIDEWALK PER SITE PLAN. TA. SLAB ELEV. + O' -0' EXISTING FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. SECTION SCALE: 3/4" RECtivtu CITY OF TUKWILA MAY 252012 PERMIT CENTER u co BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION N O N 0 N W fa } W lY r, 4470 a R ` F!�EIHEIT ,STATE OF WASH NOTON REGISTERED ARCHITECT © 2010 McDonald's USA, LLC a_ t0_ z co w N U)• X Xop, X I- - uJ LLI 0_ Q oz • Q O O H 0) - Li cnH } N v DESCRIPTION (MU SEARING WALLS 16501 SOUTHGENTER PARKWAY, TUKtNILA, NA x8188 Al2 -140 - #04250 llJ A3.2 SECTIONS 2X WOOD BLOCKING BETYN JOISTS. NEW 2X4 WOOD RAFTERS • 16" O.G. PER STRUCTURAL. EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL. SINGLE -PLY ROOFING PER MGDONAL.D'S SPECIFICATIONS WITH METAL ERA FASCIA (8005582162) SHEATHING PER STRUCTURAL. PEEL BACK ROOFING AS NECESSARY FOR A WEATHER -TIGHT SEAL. EXISTING 8 "X16" VENT WITH BIRD SCREEN TO REMAIN. PROVIDE NEW IF DAMAGED. CONFIRM IF INSULATION 15 EXISTING OTHERWISE PROVIDE NEW PER CODE. EXISTING ROOF TO REMAIN. CONT. METAL CLEAT. ATTACH TO BLOCKING TO RECEIVE METAL COPING (OVERLAP PANEL 1 1/2" MIN.) SLOPE 3/8" < PER FT. MIN. MEM T.O. PARAPETA ELEV. + IT-11" TYPICAL PARAPET CONSTRUCTION - SEE I /A3.I. __J STORAGE is )S� 7CC -10 0 Y i - C70,c��, • L., .. 7 ca- 7'��`X • i r. 1fpm 11111 ,1 Gs 5 ,, / , (1� t-/1 ✓)L,_ ;'11t 5I 1— 1 - Ui — j-1 I ; -; i III ! 1 [ ( / y'• 1. � '' ;c�'1 ' i I _ ` 1 —a 1:=1 I I 1 1 I_ — 1 {1— ;1, -1`s1--1 11-1 ' 11; -11( —! tt� iii 1_ -- IIiiIIS -V1l1 :1�z 17 i 1 -117 ,II I , -1 I— , ;' I _!II , ! !— 1{ -41 111 11l -1I 1 ;I 1. - ! ,ir , 11 ,— —1 I I_ I 1 1 11 I I -= 11 -1 —k 1 f ,III— I 1-1 -- 3 -i ,,' 1 1 1 i i t 1— I —11 ! 1 —I l 1 1 I 1 -111 1 i 1 —i ' 1 —I • 1 1 1 11=111=1 i=1 I 1-1 11i ! -111 _l ' I � I 1 i { 1 —I I ' - III:, 11 —I T.O. ARCADE WALLA ELEV. + 151-4" 2X BRACING PER STRUCTURAL GUT 6 "X9" VENT HOLES IN SHEATHING BETWEEN TOP 4 BOTTOM ® 48" O.G. REMOVE FINISHES DOWN TO SHEATHING, AT PORTION OF TRUSS TO REMAIN. PORTION OF EXISTING MANSARD TRUSS # ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. B.O. FASCIA ELEV. + EXISTING ELECTRICAL METER BOX TO REMAIN. T.O. BRICK WAINSCOT$ ELEV. MATCH EXISTING EXISTING WALL CONSTRUCTION TO REMAIN. EXISTING SIDEWALK PER SITE PLAN. T.O. SLAB$ ELEV. + 0'-0" 11 FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. SECTION A5.3 SCALE: 3/4" = II-O" 2X WOOD BLOCKING BETWEEN JOISTS. NEW 2X4 WOOD RAFTERS ®16" O.G. PER STRUCTURAL. EXTERIOR PLYWOOD SHEATHING. PER STRUCTURAL. SINGLE PLY ROOFING PER MGDONALD'S SPECIFICATIONS WITH METAL ERA FASCIA (800.5582162) SHEATHING PER STRUCTURAL. PEEL BACK ROOFING AS NECESSARY FOR A WEATHER -TIGHT SEAL. EXISTING 81X16" VENT WITH BIRD SCREEN TO REMAIN. PROVIDE NEW IF DAMAGED. CONFIRM IF INSULATION IS EXISTING OTHERWISE PROVIDE NEW PER LODE. EXISTING ROOF TO REMAIN. REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2m2 City NG Tukwila BUILD TA. PARAPET ELEV. + I1' -II" MGDONAL.D'S SIGN - 6.G. TO WORD. LOCATION AND SUPPORT REQUIREMENTS WITH SIGN MANUFACTURER. 2X BRACING PER STRUCTURAL CUT 6 "X4" VENT HOLES IN SHEATHING BETWEEN TRUSSES TOP 4 BOTTOM • 48" O.G. REMOVE FINISHES DOWN TO SHEATHING AT PORTION OF TRUSS TO REMAIN. TYPICAL ARCADE EXTERIOR FINISH - SEE 2/A3.I PORTION OF EXISTING MANSARD TRUSS 4 ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. PORTION OF EXISTING BRICK VENEER WAINSCOT TO BE REMOVED. SALVAGE IF POSSIBLE. VERIFY WITH MGDONALDS ACM. EXISTING WALL CONSTRUCTION TO REMAIN. L icc �o c5( i�� !4 ? r 1 1 1-1 1-1-1 --4 —,i 1 —1 1 1,,- i=t1 1 I I 1 1{ 1 1 =111 i- c I -11 �11_ _ li III !1,1 ill i= =1 1— 1- 1 { 1 1 111 , —f j —1 i j 11 -1 H t 1 - l i { I — 1 ITT-7i I —I i I III- 1 1 j r 1 —_a 1 !_ ' 1 '-1 1 1 1 f1 1 1— 1 1 1 1 1=111---1 ; 1 1 '1- -11-111=111-111-11,— 1 1 i 1 —1 1 1 -1 I --, 1 I —1 1 1 - I I i t 1 {! -11_1-7, 1- 1j1 iii— I1_111 -111 111 - 111 ( j- 11 — {11 II ii1 —111-1i11 111 II 1 —{1� 11E— i11 —'1 -1i 11 111 ,I,I1�11 -11 'I 1,I�I lilili I� ; I� f „ —I I f � i 11 -- 1 1 —i I -1 I( —_ 11- 1:. 1—H-111-1 1- 111 —,1 11 . 1 1. ? 1 i a K:,2„.0 c C c,,oc c'D 11 —- -\c- --I =1— I —' 1!f 1 i"L- OC?� 1 1 {!- 111 11=11171 277 1. !li I 1,1'-- 1-1 ll 1 I ; ; 1 I, 1- , 1 —I 1' -1 111 -11 ,2"�)J1 I---.---1 iI 1{i` p',-✓-1 _ ; II 1- 1 1— -' t 1 11 -1, --,---.-1 11 ( -1 c-1 11_111-1 ,, �iI I If— i1i. —I'1= 1 1 1--`1 I,1_ T.O. SLAB ELEV. + 0' -0" EXISTING FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. SECTION SCALE: 5/4” = I' -0" RECtIVtU CITY OF TUKWILA MAY 252012 PERMIT CENTER BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION cv O ►n in N O N In \,..s.ii 4470 RV t tS tS. FHEIHEIT STATE OF Wi ffNG T ON a W REGISTERED ARCHITECT AR 01 Z U MI 03 ©2010 McDonald's USA, LLC NJ meml CI- O-10 0-o° m EO o 2� rUCO o,r «_ • =a .--, m m 7- l a ,, b wn� +c .. m• cU L N ° L �o o c c QlL C _ o U E p p .0 U U O o7 p C O ° —++ c L. 0 0+' X-'-' co N U C m L N J 0m • ~Cw ° C U Q C S V U12 1,_ V 60 a 2 UoCo o U � gOM. a� 0 w c o Q W N_� _�U� ; ‘6-!-' c m - ;w ° o oovo°v L- . H ii- .:.6_,- c°am :6- � -.o). 0 v uJ ILI 0_ • < X < LLI D_ O O • 3/ W O Z O < F- DESGRIPTION 6 2 16501 SOUTHGENTER PARKWAY, TUKWILA, WA GS188 Al2 -140 - #04250 0 z A3.3 SECTIONS 2X WOOD BLOCKING BETWEEN JOISTS. NEW 2X4 1100D RAFTERS ® 16" O.G. PER STRUCTURAL. EXTERIOR PLYWOOD SHEATHING PER STRUCTURAL. SINGLE -PLY ROOFING PER MMDONALD'S SPECIFICATIONS WITH METAL ERA FASCIA (800558.2162) SHEATHING PER STRUCTURAL. PEEL BACK ROOFING AS NECESSARY FOR A WEATHER -TIGHT SEAL. EXISTING 8 "X16" VENT WITH BIRD SCREEN SLOPE 3/8" PER FT. MIN. • TO REMAIN. PROVIDE NEW IF DAMAGED. ) �\ + +1 \\ 4 CONFIRM IF INSULATION 15 EXISTING \� \' � OTHERWISE PROVIDE NEW PER CODE. EXISTING ROOF TO REMAIN. S. STORAGE REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION t��,✓ cam( ✓ti 1 I E 1 \`( •. 1" 1 \v '' III —I 1 1 ,11 ,d ,L7 D- ! ( -)C i=1 , I 1– {.k- Thc� II -- '1 y - -i 1 —; I _1 ; I , I I I I 11 -11 1 It Ili ,i 111= -111 I I 111 1 II I( 11( ! ! 1 1_„ 1 1.1_=1 11 i 1 i i�11 E1 1±-_-_1 -1 1=-11 I —iii —; —la—--2-1!!! I i) if ,li 1 11 111 1 III I-11 ,I I, I=� _,II (i1 !if-- I;;'' 11 1, 1 -1 il ilI-- 1 1 1 1 I� -1 I - -1 i I -� 1( • I !�-) 11= !� 1 III 1, 1 1— 1- — — — 11 1 1 it I 111- —11 ��II _ —" -II 111 i ' } i - -11 -1 r, 1, - -' 1 -' 1 i I e -{ I I , __1 ! �' 1�1 1 � I 1 is, — 1 1— i -- - 1 I, , -11 ,I 1 1 111-1 I r —,11--1 11--111-111-1 1 I 111 - 111 =111 =111 -1 11 1! I__I 11 —` 1 i =i 1 1 1 1 1 1 1 1 17-77 1, l 1 f 1 . 1 1 1.-1 1 1 1 1 -1 '- 1 )' �t_ iI 1-7-7 1 —a — 111. —I 111 l l — 1:I —It .l "j 1 _,t -1I I E11 —j + —�11 1 — i1 —'— II �i �If 111 1 I 1 = � 1 1 , -1 111_111=1 I I -1 11 1 1= I • 11,_1 Illi:;!t1�11;1111! :1 1 -1 1 -1 1 —, ,1— l 11; —1i. _fit i1' — —11 �11:111- CONT. METAL CLEAT. ATTACH TO BLOCKING TO RECEIVE METAL COPING (OVERLAP PANEL 1 I/2" MIN.) T.O. PARAPET ELEV. + TYPICAL PARAPET CONSTRUCTION - SEE I /A3.1. T.O. ARCADE WALLA ELEV. + 15'-‘4"1" 2X BRACING PER STRUCTURAL CUT 6 "X9" VENT HOLES IN SHEATHING BETWEEN TRUSSES TOP 4 BOTTOM 0 48° O.G. REMOVE FINISHES DOWN TO SHEATHING AT PORTION OF TRUSS TO REMAIN. TRELLIS SYSTEM 4 TIE BACKS, SEE SHEET A3.O FOR MORE INFORMATION. B.O. D -T TRELLIS ELEV. + II'-4" ALUMINUM INFILL PALL. SEE SHEETS AI.4 4 AI5 FOR MORE INFORMATION. PORTION OF EXISTING MANSARD TRUSS # ROOF TO BE REMOVED SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. T.O. BRICK WAINSCOT ELEV. MATCH EXISTINGV EXISTING WALL CONSTRUCTION TO REMAIN. EXISTING DRIVE THRU LANE PER SITE PLAN. T.O. SLABA ELEV. + 01-0° EXISTING FOUNDATION DRAINAGE SYSTEM TO REMAIN. EXISTING FOUNDATION TO REMAIN. SECTION SCALE: 3/4" = I' -0" RECtivEL CITY OF TUKWILA MAY 2 5 2012 PERMIT CENTER LL m BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCR I PT I ON w Q REGISTERED ARCHITECT l:ICHAFI 0. FHEIHEIT STATE OF INASi -E € GTON © 2010 McDonald's USA, LLC 0 • v;ccN m U C �O 0o, 0 0 o U • o�Q) vm� ..,..cceo: 0=-6: .D , o J 0 °a)E ▪ m ear: n. g>• v U C 0 m dow• o t�nC cv) OO ° O aQ0 W NU mom 0 ▪ o v j OU 0- *0 y y 0 do Q L1 Z 1= N DESCRIPTION CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY 16501 SOUTHGENTER PAR NA Al2 -140 - #04250 k A 3 4 SECTIONS FRAME DEPTH + 1/2" VERIFY COORDINATE HEIGHT OF � NOTE: VIEW OF WINDOW FROM INTERIOR V " r % CUT FLASHING AND PENETRATION FOLD THROUGH ROUGH OPENING, MINIMUM \ �� STOREFRONT & UNFLANGED DOORS BUILDING PERMIT SUBMITTAL z _t v 1 tu DESCRIPTION IIIIII 1111 I�I1 1111''))) I 1111 II ►' I BACK DAM WITH THRESHOLD AND JAMB AT DOORS, NO ATTACHMENTS THROUGH 1 • VERIFY WITH SITE CONDITIONS q" 2" \ Illj IIII 111 li I I HORIZONTAL SILL PAN INSTALL 3/8" WIDE /8. liIIII _ I PENETRATION WRAP NOTES /\%/01 ' III! III III ( III' III ' (MIN WITH BACKER ROD AROUND INTERIOR PERIMETER OF STOREFRONT SLEEVE AT HEAD, JAMBS, AND SILL AT SILL, INSTALL SEALANT JOINT BETNEEN BAGKDAM OF SILL PAN AND WINDOW ' PREPARATION 4jji SURFACE IN 4 SECURE TO SUBSTRATE, COORDINATE ATTACHMENTS WITH WATERPROOF) LEG CONFIGURATION r �\ MASONRY r STEP 1 SUBSTRATE TYP. STOREFRONT & DOOR ® PAN (SHEET METAL) OPENING FLASHING q STEP H: INTERIOR SEALANT JOINT OPENING FLASHING STEP D: JAMB PENETRATION ; FLASHING „" � 01 ..-,: PATE A4.0 ALE: NOT TO SCALE BLOGIL5UB5TRATE_IDW6 D SCALE: NOT TO SCALE DOOR_PAN DW6 �A4.0 SCALE: NOT TO SCALE Oi Nlt�_FLASHING_HDW6 �A4.0 SALE: NOT TO SCALE OPENINe_FLA5HIN& D DY16 �A4D SCALE: -- PENETRATIOLY RAP_NOTE5Dw6 - •� A \ v� \yam ATTACH PETE'iRATION INSTALL 24 6A HEAD FACTORY FORKED GUT PENETRATION FLASHING AND FOLD THROUGH ROUGH OPENING, �'�_ FLASHING TO ROUGH � \' =� \ \,= \ I OPENING AT INTERIOR FADE OF FRAMlN6 W IY 1111 FRAME DEPTH + 1/2" VERIFY y VAv BUTTERFLY BOTTOM 'vA�� CORNERS WITH VERIFY HEIGHT of BACK DAM WITH WINDOW MANUFACTURER AND INTERIOR TRIM, 3/4" MINIMUM BACK DAM v A N4410 REGISTERED ARCHITECT RICHARD RU (�. HE1T STATE W,�a ENG(3N 12 21' IIII 1111�11 III 1 °�IIIh III► ;: :. %, °'- i MINIMUM 2" EXTEND PENETRATION FLASHING 12' BEYOND ROUGH OPENING AT EACH . ► \ SELF - ADHESIVE IIII III 111 FLASHING, SEE DETAILS FOR TYPICAL FLASHING DETAILS �� \ �\ \ FLEXIBLE FLASHING. II II IIII (III i�l 1111)1111 �� III II�III' w I 6 ; \ CORNER BOOTS ,,• ' % %, 1111�1111jI11 II IIIU III v �` � '� REPAIR ANY CRACKS WITH BASE GOAT TO ACHIEVE SMOOTH FINISH PRIOR TO ` ►� '1 / �� \ \i All X111 SUBSTRATE WRB d FURRING INSTALLATION 24 GAUGE SHEET METAL SILL PAN, FULLY SOLDERED, SET PAN IN FULL BED OF SEALANT, DO NOT PENETRATE HORIZONTAL SURFACES SILOPE SILL PAN TO DRAIN q" q" 9 END OF SILL PREPARATION 2 6" • 12" �2 • ` , OPENING FLASHING to STEP J: HEAD FLASHING q■ / ? p $ ._ um MASONRY 2 TYP. WINDOW PAN (SHEET METAL) PENETRATION FLASHING OPENING FLASHING 6 STEP E: HEAD CORNER BOOTS a) m 61. 18 STEP OPENING FLASHING 2 STEP A: SILL Q w Q :y iu EY NOT TO SCALE BLOGK_SUBSTRATE�DW6 MO SCALE: NOT TO SCALE WINDOW_PANDW6 OPENING_FLASHING_JDWG �A4.0 SCALE: l A4.0 SCALE: NOT TO SCALE � 'O SCALE: NOT TO SCALE OPENING_FLASHING_EDWG A4.O SCALE: NOT TO SCALE OPENING_FLASHING_ADWG . FLASHING ‘rovp FOR GQDE R ®VED A1p'p 3U 1 1 Zp12 �\ IIIu)11 II 111 0 '•- ., •• •,,, •,,, \ �' II I!1 V 1 III 1 I. IIII' �1 1 �11 IIII 1 11111 III I �q�1 Iro LAP WEATHER RESISTIVE BARRIER FROM ABOVE OVER HEAD AND JAMB FLASHING, HORIZONTAL LAPS TO BE 6 MINIMUM, VERTICAL LAPS TO BE 12" MINIMUM '• , / % 1111 %. �\;� • -. \\ °% ''•,,, ,,, - % ' / G �. �� \ \ �- \ \ \\ \. ©2010 McDom I's USA, I re the confidential anc id shall not be copied •ontract documents we junction with its issue site or at a later tim4 ample on another proje cts and engineers. R4 m another project is r 1 II'1 jl III 11 VIII! II D III I I�1 III II II Ii111 ■ I..., e,,�"' IQ � II 4� (2) GOATS W RB. a\ SILL %;;, RESISTIVE I ; i o i - ' i q.. Giiy of Tukwila B U 1l.DING (?1VISIQ 'IC 18" - .111.1 . %1111.: ' %, FACTORY FORMED BOOTS '\�- CORNER q ,, - -,. \% {�« SUBSTRATE PREPARATION SHEET ALUM, LINTEL ET�DAM -% ' NOTE: SEAL GLASS POCKT NOTE: SAL OVER HEADS OF OF DOOR JAMB AT SILL. ALL PERIMETER OPENINGS. NOTE: SEALANT ON BACK LEG OF FLASHING TO BE APPLIED PRIOR TO INSTALLATION OF FRAME. FLASHING DETAIL @ JAMB OPENING FLASHING II STEP K: WEATHER . ., 1111 ''< N MASONRY OPENING FLASHING 2" 99 M /,�, Iq STEP 3 BARRIER .� STEP F: HEAD PENETRATION FLASHING OPENING FLASHING STEP B: SILL CORNER BOOTS ` 4.0 SCALE: NOT TO SCALE BLAGK_SUBSTRATE_3DWG A4.0 SCALE: I 1/2" = I'-O" FLASHING_JAMBDWG l A4.0 SCALE: NOT TO SCALE OPENING_ FLASHING_KDWG ,A4'O 3 SCALE: NOT TO SCALE OPENING_FLASHING_FDWG Q4'O SCALE: NOT TO SCALE OPENING_FLASHING_BDWG JOINT FLASHING FULLY SOLDERED END DAM 24 GAUGE SHEET METAL HEAD INSTALL STOREFRONT PER \\ * SEE DETAILS 13 AND 14 FOR TYPICAL PANS SHEET METAL SILL PANS, DO NOT PENETRATE PANS WITH FASTENERS I >, Z/z/ // _ _ Y ,, '� \�\ REGk 1)r V CITY OF TUKWILR 'RIPTION J BEARING WALLS 2D ROOF FRAMING _TURED STONE EXTERIOR FINISH ARGAPE /ENTRY // \ � \ /: //) \ .. /I � , EXISTING WALL �� CONSTRUCTION TO REMAIN aQ SHEATHING PER SECTION ;;::::R ' FLASHING WITH DEGREE SLOPE �� \ MAY 5 2012 ENTER MORTAR JOINT I \ % I �; \ o 1 I I ' HEMMED DRIP EDGE, TYPICAL MANUFACTURER'S SPEGIFIGATIONS IF WINDOW INSTALLATION DIFFERS FROM MANUFACTURER'S INSTALLATION INSTRUCTIONS t�TIFY ARCHITECT OF DISCREPANCIES ,�� ;; , . \ MORTAR SETTING BED -- n , i't \ \\ ' `N \\ a �� $ DOUBLE WRAP W.R.B. AROUND CORNER 24" MIN, 4 x� \`� 1/4" r SOLDERED END DAM ,— , �\ ���\ l `---7 ' z \ /, \\\ r\ V � , �\ s' •1 �' ,A \ i / , ° / \x; \ ,� I,.�' \r � 50Th SIDES u � ¢ Y'' � CAST STONE GORIER PIECE - ALTERNATE X ' SHORT END RETURNS ABOVE AND BELOW AT UNBROKEN FOLDED END DAM 24 GAUGE SHEET METAL HEAD FLASHING WITH 7 DEGREE SLOPE " I/2" \ \/y� . / r A/ i " \, .! �\ I � \\�f \�\_�\ �. I LAP SIDING I II/4" MIN. I I �LI �R CORNER (SHOWN DASHED) � WRAP LATH AROUND CORNER TO FRAMING - szro A� r� r b " . �� �.��x s ''` I6 MIN SET SILL PAN IN BEAD OF SEALANT HEMMED DRIP EDGE, /�� ------------ - -� --" WITH AIR NOTE: DO NOT USE CAULK ON LAP SIDING. JOINT FLASHING @ BUTT JOINTS OPENING FLASHING STEP G: STOREFRONT TYPICAL �.�• ¢� FOLDED END DAM BARRIER TAPE 20 STONE VENEER - OUTSIDE CORNER TYP. -. /4' I" 12 TYP. HEAD FLASHING A5 SHOWN, SLOPE PAN TO DRAIN OPENING FLASHING STEP C: SILL PAN A4.0 SCALE: I 1/2" = ILO" STONE_EXT_GORNERDW6'O SCALE: 3/4" = ILO" I032?_113_JOINT_FLASHINGDWG A4.O SCALE: NOT TO SCALE HEAD_FLASHINGDWG A4.0 SCALE: NOT TO SCALE OPENING_FLASHING_6DWG 4 A4.0 SCALE: NOT TO SCALE OPENING_FLASHING_GDWG 5 P NOTE REVISE AND /OR ADJUST PER FIELD REQUIREMENTS 2'-O" HOLD /// '.1... Ni. 1. i,'i = ���%jl►i nI :� r� a II.►_ _ L A. _ _ _ j L _ _111i 1, rit-P.: -"-ir'--"--*v-k 'T---- , / ATM 1 1 1 1 Ai -N.,. ;, / ALIGN WALL PLAN DETAIL SCALE: I I /2" - NEW CANOPY SYSTEM ABOVE SEALANT PER SIDING MFR. LIQUID APPLIED NLRB. ®GMU FAGS W.RBAB. PER MCDONALD'S SPECIFICATIONS DRAIN MAT 161/ FACER PER MANUFACTURERS RECOMMENDATIONS NEW ACCENT WALL CONSTRUCTION PER PLAN/ SCHEDULE NEW INFILL WALL CONSTRUCTION PER PLAN/ SCHEDULE FRAMING PER STRUCTURAL DRAWINGS BACKER ROD AND SEALANT, TYP. NDN/RELOGATED STOREFRONT PER PLAN/ SCHEDULE M.R. SHIM AS NECESSARY CONT. CAULKING, TIT. EXISTING CMU WALL; PREPARE FOR NEW FINISHES NEW HORIZONTAL CEMENT BOARD LAP SIDING ON FURRING STRIPS PER MFR. RECOMMENDATIONS FOR REWIRED FASTENER PENETRATION DEPTH OVER ?ORB. 10 EXISTING MASONRY PER ELEVATIONS / WALL SCHEDULE BRAND WALL ENTRY LEFT LE&DWS FRAMING PER STRUCTURAL DRAWINGS LIQUID APPLIED W.RB. ®CMU FACE NEW ACCENT WALL PER PLAN/ SCHEDULE EXISTING CMU WALL TO REMAIN; PREPARE FOR NEW FINISHES W.RBJAB. PER MCDONALD'S SPECIFICATIONS DRAIN MAT W/ FACER PER MANUFACTURER'S RECOMMENDATIONS P.T. BLOCKING NEW HORIZONTAL CEMENT BOARD LAP SIDING ON FURRING STRIPS PER MFR RELATIONS FOR REQUIRED FASTENER PENETRATION DEPTH OVER NLRB. 0 EXISTING MASONRY PER ELEVATIONS/ WALL SCHEDULE WALL PLAN DETAIL NOTE: REVISE AND /OR ADJUST PER FIELD REQUIREMENTS fir 12:7. G� % \\\ ti SCALE: I 1/2" = II Il P 2'-O" REAR WALL SHORT LE6DW6 NY NOTE: REVISE AND /OR ADJUST PER FIELD REQUIREMENTS HOLD UI?&tMtA?&I4I!Idd � " ._._ // r f Akre •r WALL PLAN DETAIL A4.I SCALE: 11/2" = 1' -0" NEW CANOPY SYSTEM ABOVE W.RBJAB. PER MCDONALD'S SPECIFICATIONS DRAIN MAT W/ FACER PER MANUFACTURER'S RECOMMENDATIONS EXISTING WALL CONSTRUCTION TO REMAIN NEW ACCENT WALL CONSTRUCTION PER FLAW SCHEDULE FRAMING PER STRUCTURAL DRAWINGS BACKER ROD AND SEALANT, TYP. NEW HORIZONTAL. CEMENT BOARD LAP SIDING ON FURRING STRIPS PER SIDING MFR. RECOMMENDATIONS OVER W.R.B. e EXISTING MASONRY UNITS PER ELEVATIONS/ WALL SCHEDULE LIQUID APPLIED W.R.B. ® CMU FACE EXISTING CMU WALL; PREPARE FOR NEW FINISHES 2X P.T. BLOCKING BACKER ROD AND SEALANT, TYP. MR. SHIM AS NECESSARY CONT. CAULKING, TYP. REPLACE 614113 AS NECESSARY TO ACCOMMODATE NEW SHOREFRONT. NEW RELOCATED STOREFRONT PER PLAN/ SCHEDULE BRAND WALL ENTRY RIGHT LE6D116 r Ade "-4', HOLD VOA,' Air � I. �,'; ice_ _ _ _ : � 4 a 111 / Well re 0 11 ► 1'`� �I� cn0 dir ,�� Ii ! 1 • N ir NEW TRELLIS SYSTEM ABOVE NEW HORIZONTAL CEMENT BOARD LAP SIDING ON FURRING STRIPS PER MFR. RECOMMENDATIONS FOR REQUIRED FASTENER PENETRATION DEPTH OVER W.R.B. ® EXISTING MASONRY PER ELEVATIONS/ WALL SCHEDULE SEALANT PER SIDING MFR. 1 A 4:0,7 re IF P,,p,.._, 111..,,,,! : ■ riA 2X P.T. BLOCKING FRAMING PER STRUCTURAL DRAWINGS LIQUID APPLIED W.R.B. ® CMU FACE NEW EXTERIOR ACCENT WALL PER FLAW SCHEDULE EXISTING OW WALL; PREPARE FOR NEW FINISHES NOTE: REVISE AND /OR ADJUST PER FIELD REQUIREMENTS ∎ r LAI 7MIIIIIVA v ►.� pow--__ ►'Fi 1/ miq lie IIIN.A. WALL PLAN DETAIL NEW EXTERIOR INFILL WALL PER FLAW SCHEDULE W.RBJAB. PER MCDONALD'S SPECIFICATIONS DRAIN MAT W/ FACER PER MANUFACTURER'S RECOMMENDATIONS FURR OUT AS NECESSARY TO ALIGN W/ 6J1B. ALONG EXISTING CMU WALL AT INTERIOR PROVIDE BLOCKING AS NECESSARY TO ALIGN W/ EXISTING CMU WALL CONSTRUCTION NEW COLUMN PER STRUCTURAL .1 ALE: 11/2" = 1' -0" NEV CANOPY SYSTEM ABOVE BACKER ROD AND SEALANT, TYP. M.R. SHIM AS REQUIRED vA NEW STOREFRONT PER PLAN / SCHEDULE CONT. CAULKING (TYP. INTERIOR,) PEW GAB. VERIFY FINISHES WITH INTERIOR DESIGN DRAWINGS. REVIEWED FOR CODE COMPLIANCE CE APPROVED 1 1 2012 City of Tukwila BUILDING DIVISION �I I NOTE: REVISE AND /OR ADJUST PER FIELD REQUIREMENTS ARCADE WALL LONG LESDWG !IR- .4; / !IVA!!V � � 1 ir es :� 1 1 ►At • • • WALL PLAN DETAIL SCALE. 11/2" = 11-0" REPLACE FINISHES/601B AS NECESSARY DEMOLITION WORK. CONTINUOUS SEALANT, TYF. NEW STOREFRONT PER PLAN / SCHEDULE MR. SHIM AS REQUIRED BACKER ROD AND SEALANT, TYP. NEW CANOPY SYSTEM ABOVE TO NEW COLUMN PER STRUCTURAL FURR OUT AS NECESSARY TO ALIGN W/ 61NB. ALONG EXISTING CMU WALL AT INTERIOR PROVIDE BLOCKING AS NECESSARY TO ALIGN W/ EXISTING GMU WALL CONSTRUCTION NEW ACCENT WALL PER PLAN/ SCHEDULE - LIQUID APPLIED W.RB. ® CMU FADE EXISTING CMU WALL TO REMAIN; PREPARE FOR NEW FINISHES FRAMING PER STRUCTURAL DRAWINGS W.RBJAB. PER MCDONALD'S SPECIFICATIONS DRAIN MAT VV FACER PER MANUFACTURERS RECOMMENDATIONS P.T. BLOCKING RECEivk.0 CITY OF RA MA MAY 2 5 2012 PERMIT CENTER ARCADE WALL SHORT LE6DWG U- U- CO BUILDING PERMIT SUBMI LEGAL CLEARANCE O PESCR I PT 0 0 Cl 4J W 4: W fY 440 REGISTERED ARCHITECT R�CHARD O. FREIHEIT STATE OF WASti NGTON J PREPARED FOR: 02010 McDona McDonald's USA, L U - O -0 0 -O 45.1 41 D+. c v< Cy. E reuse Q .- )-- n^ Qo m 0O 3V tX �W ON <Q �X WN uaX Q c X UJ < X I- X W Q X JuJ O CZ Q Q C O O Z _1 Lid } u� Z (N RIPTION GMU BEARING WALLS N In 16501 SOUTHGENTER PARKWAY, TUKWILA, WA x8188 Al2 -140 - #04250 A . 1 DETAILS - -• ! r •-•-:-.7-• .7:7-s 17 ::' 7 .7.7 •:_--;-L ._ :LIT' J. ii..1.7•2;11.727 :;;„ 7-7-'7";;T,4:1.11-::: ;--- J-.- < IL < IL •••• ..: _s_T•?_-_ --:-:'; ' , • / ,, .- ;;\ ., A .,;\ A A . , h ----:-------';”; K_,>' q!Pr ■C 7, / I / / 12 NEW SIDING PER ELEVATIONS LAP II.R.B. OVER 4 BEHIND I FLASHING I P.T. STARTER STRIP II co __,' 41. Alk \ />'-c . \ 1 ICE/ WATER %ler) OR (I) LAYER 50* FELT I .•,;;;, • !I ;:•;1/ ....I( -:;[ .• 1 ••••1' ...;!\ ...;!Ni\. ;...1! '.';.■ t • •;;' . ; .. I, • .1. ....!V ;,. -;.! • .11 ,•_;;! ...H., •.•1! HK/1 .••!r •-,!;.:. ...,i, ..; ; \i ; \ \ \ A r \ \ \ \ ' \ NEW ACCENT WALL CONSTRUCTION PER FLAW 1111111111ri SCHEDULE - ;11h),04,,11t,...Lor'44. BUILDING PERMIT SUBMITTAL tu ui _1 < ‘D tu -1 Z 1-- a_ LV0 kf) 11.1 Q \ — ;----. \I\ i IN. \I \ s .' CORRUGATED METAL PANEL/ TRIM PER 4 , ‘, ' I WI' ELEVATIONS /4. s--/ r • DRAIN MAT Pi/ FACER PER MANUFACTURERS !RECOMMENDATIONS Mk - --,-; , ! f;;_'.. ,I \I . v ! . , N J 1\ , s .\:, \ , /'; I / INSECT SCREEN CONT. GALV. METAL FLASHING WITH DRIP EDGE; MATCH TRELLIS CANOPY TIE-BACK 74Z7 CONTINUOUS LANT PROVIDE )---; / / / / / / - BACKER ROD i P*III: GASKETED FA.STENERS (FACTORY FINISH TO MATCH) 1 $ WHERE CANOPY 15 NOT FLUSH INITH WALL SURFACE EXISTING ,ZO ;/ / i.. 1111,1 WALL STRUCTION TO REMAIN / A ....;_;1,1 I CANOPY X\ \..1 K K , ', , N ;,- . NJ\ \ \ \ y \ \ Ns \ \ \‘‘,`, . / / . .'11.-ii/ „.. , ... 4 . , z at\ CONNECTION TO EXISTN6 STRUCTURE O BE DESIGNED AS name) BY MANUFACTURER I .i 1 1111.1 Iiiii 11 FINISH ::'i W" ■ ■ /lbw Ai , - ■"."...■21 LED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS 1 N\SS, \--\\I \ \ \ \ 1/ / / • P.T BLOCKING . / IL CONTINUOUS GALV. METAL FLASHING MATCH. ;I- TO EXTEND UP BEHIND' BUILDING WRAP. FINISH TO MATCH ADJACENT irrs=11:1 -1---1 ... > 4 >) ' ' .1 t ;.,. N \ \ - L , ti .„. \' ,._, -Mill I / V [ z i , l// inni/VA CANOF'Y SYSTEM INFILL PAt4EL 0 1/411/FT. SLOPE - CONTINJOUS WRE3/A.B. PROVIDE SELF-ADHERED FLEXIBLE \ ! / / 1 II -- 1 _IL/ /I 1 ,/ A, 1001 i 1 4 SLOPE LOCATIONS A.5 It4DICATED ON ROOF PLAN CANOPY SYSTEM - SEE ASSEMBLY NOTES ON SHEET A5.0. WALL CONSTRUCTION PER ./ /14 FLASHING WHERE BOLT PENETRATIONS ARE PROVIDED. TRELLIS CONNECTION TO EXISTING STIRUCTURE SCHEDULE/ PLAN CEMENT BOARD TRIM !.; 1 ‹.• ..,, i • rani 0 1 1'7 / / I , , , I// / ! / 1„/ / / 1 <7 _ 4 ! . 11 I 0 - -- 1, II - 4 IIII Ii i i VERTICAL P.T. FURRING 511RIP TO BE DESIGNED A.5 REQUIRED BY MANUFACTURER ,...1 ....or I- NOTE: PROVIDE SLEEVES ON ALL FASTENERS OF TRELLIS AND/OR CANOPY CONNECTIONS TO PROVIDE CONSISTENT 4 UNIFORM ATTACWIENT THROUGH BALDING EXTERIOR WALL FINSH. Ili/ BACKER FOR CORNER TRIM SEALANT, TYP. PER SIDING MANJFACTURER HORIZONTAL CEMENT LAP SIDING - --- - -- — 1 I ! CEMENT BOARD TRIM OVER FURRING 2" X 8" ALUMINJM WALL FASCIA BACKER -10* :-.-- ; \ \ \ \ ;\ I \ \-- \-+ \ \ \--------; d GAP AT SIDING FOR VENTING PER RECOMMENDAT1ON.5 11 ■ -4, •-d woll ARCADE 1 I / ' owe. tli Y r L. 4 • //// ; , CONTINUOUS ROD 4 5F-ALANT EXISTING WALL CONSTRUCTION TO !REMAIN; REMOVE FINISHES DOINI•1 TO SHEATI4ING; PREPARE TO !RECEIVE NEW LIQUID WRI3 4 SIDING PER ELEVATIONS/ SECT1ON.S. >i) :/ IMANUFN5EGTAC5=5 METAL TO CEMENT BOARD CM_TO_CEMENT_BDDI45 ' s' s 1 / / / IN , / / / / V / Anima EXPOSURE PER EL.EVATIONS TYVEK COMMERCIAL I) W.R.B./AB. PER MCDONALD'S SPECIFICATIONS GATT ULATION , 15 CORRUGATED 1. SC : " = ILO' Ina 1111Mi.... . 51-0's it - rc", TRELLIS FASCIA DETAIL 11 CEMENT :OARD @ INSIDE CORNER CANOPY " 0 " tn " ul ----, (I p Zi-s- -- in PATE Qt4.2 scALE: n = 'Lop CB_INSIDE_CORNER_INDOD 149 CEMENT BOARD SOFFIT PANEL. 12.,1 SCALE: " = ILO" TRELLIS_FASCIA_CtvIUDWG .: SCALE: I 1/2" = ILO" CANOPY_ENTRYDING TYP. PARAPET CONSTRUCTION PER SECTION I/A3.O DRAIN MAT IN/ FACER PER MANUFACTURERS ECOMMENDATIONS. REV / - II ‹ ; EXISTING NALL CONSTRUCTION / ,' - , ,, L. A A . < ' IT 4, 0 g 1 • LAP W.R.B. OVEIR 4 BEHIND FLASHING . . .. ..... .,. .... ... . .. ...: ......,.. .. ... ... . . , .. . . :;;'. .;... :: ;s' • - ' - , ...,..:. L....; • ..,7 .., . , .. ..„.... . y , lIl r•- tell ACCENT WALL CONSTRUCTION PER PLAN ..; 1..4; ;•.•.;' , , < Z1; 7/ -_____ HORIZONTAL CEMENT LAP SIDING - EXPOSURE PER ELEVATIONS --->(:// /4 / ) / ; / / / / 2 / / ////,/' , , • . . • .'-4./ - ZA • < ; , TO REMAIN. REMOVE FINISHES / P.T. STARTER STRIP GALV. METAL FLIGHINEP; MATCH SIDING GAP FOR VENTING PER MANUFACTURERS RECOMMENDATIONS SCHEDULE 1 1 V ; DOWN TO SHEATHING . ARCHITECT ' . .,...)i _---. ' H RD RciEGF:ETIEHEREIT6 ATE OF WASHINGTON , , , 2)- 'e 40. f.;) mow A.:. CD M / / / s . / ; PREPARED TO RECEIVE NEIN LIQUID VIRE 4 INSTAU. CEMENT , ; BOARD so N6 ON FURRING PER SECTIONS. ill -..101 PATCH/REPAIR MB AS NECESSARY TO ACCOMMODATE NEV CONSTRUCTION ii L.' ; , ;H ,, ,11. I. 11,;0_ i EXISTING WALL CONSTRUCTION TO REMAIN , ,/' . , / /72' < I LAP 11.RD. OVER 4 BEHIND FLASHING BEAM PER STRUCTURAL -Mr -'14141111M P.m IP // ' — II 91 SIDING PER ELEVATIONS ill r:.1111 NT INSECT SCREEN GALV. METAL FLASHING W1114 WEEP SCREED .■_ 6 //' '4I INIL / // / A 1/ //ki GALV. METAL FLASHING SET IN II f3ED OF SEALANT A Id WOOD RAINSCREEN FURRING TYVEK COMMERCIAL D KRE3./AB. PER MCDONALD'S SPECIFICATIONS VERTICAL FLRRING STRIPS AS RECOMMENDED BY SIDING MANUFACTURER, TYR CEMENT BOARD TIRIM CONT. &ALV. METAL FLASHING CONT. GALV. METAL FLA.SHING WITH DRIP EDGE 1 , 1 1 - WARM WITH DRIP EDGE; MATCH TRELLIS FINISH TRELLIS CONNECTION TO EXISTN6 STRUCTURE TO SE DESIGNED AS REQUIRED BY MANUFACTURER PROVIDE LAYER OF S.AF.F. E3EHIND BLOCKING 4 Al5OVE4 BELOW FOR APPROPRIATE LAPPIN& . AN i 1 PROVIDE LAYER OF 5.A.F.F. BEHIND BLOCKING 4 Af3OVE 4 BELOW FOR APPROPRIATE LAPPING TRELLIS CONNECTION TO EXISTING, STRUCTURE TO I5E LI 115EALA.RB. _ ' .. 1 II 1 1 141 4 h i lkilibw hill prffillrorr t ,,,, , . ' . ' . -. . wily il I / 0 a0 r i \-7 --, ;-', NEW CEtolENT BOARD TRIM H , JM,11111111n • *0 II 7 / // .A , , , ' < ' I : =A 'I" ii•4111111 INA■ ppm. SEALANT, TYR PER SIDING MANUFACTURERS REOUIIREMENTS .. SEALANT EXISTING WALL CCNSTRUCTIOt•I TO IREMAIN. S VERTICAL P.T. FURRING STRIP /'i ''. ), .. ' / . 1-, / i - cl - /) 2 IC DESIGNED AS REQUIRED I3Y MARFACTURER P.T. BACKER FOR CORNER TRIM N. 1 ' / ALIGN I Opp- GEMENT BOARD TRIM BLOCKING BEHIND TRELLIS I / II: . 1 NEIN/ RELOCATED STOREFRONT WINDOW SYSTEM - PER ELEVATIONS / , L / / ) / / ! . ;- P.T. BLOCKING BEHIltD TRELL.15 BLOCKING PER STRUCTURAL WALL i MOBIL = III NM ILI I= CONTINUOUS SEALANT CEMENT BOARD SOFFIT PANEL; FINISH TO MATCH ADJACENT CONSTRUCTION PER SCHEDULE/ PLAN lb CEMENT BOARD @ OUTSIDE CORNER ik.._2 n CEMENT BOARD TO MASONRY TRANSITION 14 BACKER ROD 4 SEALANT CEMENT CANOPY CONNECTION (1--0- STOREFRONT HEAD TRELLIS CONNECTION SCALE: 5" = 11-0" BOARD RIM @ CONC. FRAMING TRELLIS_CONN_CONCDWG BACKER ROD 4 SEALANT CEMENT BOARD TRIM - itviram A4.2 scALE: 5* = 'Los cA3 ouT5IDE..coRmuoccinvist 42 SCALE: 3" = ILO" Cf313RICKDING '11V SCALE: 5" = ILO' ALE: 5n = ILO" CANOPY_CONti_STONE VENEERDING EXISTING WALL CONSTRUCTION TO STOREFRONT WINDOW SYSTEM PER scHaALE AND MCDONALD'S SPECIFICATIONS , ' .; , ---;-i , , , , , '.; ' ---1 I I I 1 r DRAIN MAT 11/ FACER PER MANUFACTURERS --- , / REMAIN. PROVIDE LIQUID W.RB. INSTALL NEW CEMENT E3OARD SIDING ON -.01 I CORIAN SILL PER INTERIOR DRAPINGS , MR SHIM AS REQUIRED CONTINUOUS GALVANIZED rrP. PARAPET CONSTRUCTION PER SECTION I/A5.0 , , i, WOOD FURRING PER MANUFACTURERS RECOMMENDATIONS.. PT STARTER STRIP ATIONG. EXISTING WALL 02010 McDonc I's USA, I ire the confidential and id shall not be copied :ontract documents wer junction with its issue site or at a later time imple on another proje cts and engineers. Re >n another project is n = CONSTRUCTION TO 1 ry- it mmARECOMMENDIN I NON-CORROSIVE PIPE SLEEVE ) NEOPRENE NIA51-ERS - L____T_____ , 7' FLASHING; MATCH AIXIACENT FINISH ----.--- I ----------------------;--- 1 ---------- (7--- . <7 1 ,/ • z, (`c',/ ; . , / 2. ..<7../ / r i , , ,/ I I / _ado rim N11.9 BM SIDES 3 A kg — LAP W.R.13. OVER 4 E3EHIND FLASHING CEMENT BOARD TRIM INSECT SCFMEN AT GAPS, TYP. GALVANIZED METAL FLASHING + + tk TIE-BACK PER TIRELLIS I/ A - - : , / K I 01 i A 41074111tVAiriai 1 01 I NEOPRENE WASHERS MANUFACTURER di . ,4/4 te - E3OTH SIDES / N I. D--- E--------- METAL FLASHING - OVER -4"111111.11■111 CAVITY IN SEALANT 40000010- i.o. il ‘ , / / T / // 7 / //// ,/,/ / r / NON-CORROSIVE PIPE SLEEVE ■41111,1 CONTINUOUS SEALANT i\--7--", "\< 014:4NNIA _T...., 14111111111111111111itiftmiti BREAK METAL TO MATCH STOREFRONT lump NEW BRICK VENEER TO MATCH EXISTING i Pillolt g BACKER ROD 4 SEALAW P.T. SHIM A.5 REQUIIRED CONTINUOUS SEALANT iwiprit 1i! iill. il 11 11 1 ri ;%.. x‘. .%. \ 1910 / / / / / AIM Ibil STOREFRONT PER PLAN/ SCI-EDULE COMPATIBLE SEALANT 4 BOND BREAKER TAPE 1.' / sEALANTGOMPATIBLE4 eoND BREAKER TAPE (T) STOREFRONT SILL CAP , /1 _ i 5 STOREFRONT HEAD @ MASONRY I A NEIN ACCENT WALL @ MASONRY TRELLIS TIE-BACK " CONSTRCUTION PER PLAW SCHEDULE (3 CANOPY TIE-BACK ED 2 STD ISSUE DATE XX /XX /2011 ai ‘D I 1-1-1 n n - D 0 if) CN1 cn N, - X cl ;( PARKWAY, TUKWILA, WA x8188 SCALE: 5" = ILO" SF_I4EAD_BLOCK_CBDIN9 ■ A42 ‘ SCALE: 5" = ILO" STOREFRONT_SILL_CAPDWG 9) SCALE: 5" = 1.-0" TRELLIS_TIEBACK_BLOCK__CBDWG 04) -2 SCALE: 5" = 11-0 " CANOPY_TIEBACK_CMU_STONE_VENEERDING 1-;---' , ,... . . . _ .., Air • •, -,- • _/ ,. .• -: ,. . . .: 1 ACCENT YiALL _ CONSTRUCTION / 1 -.- ; • ; -. • -, ; --, .; i 1111 i. S PROVIDE SLEEVES ON ALL FASTENERS OF TRELLIS AND/ OR CANOPY CONNECTIONS TO PROVIDE CONSISTENT AND UNIFORM ATTACHMENT THROUGH E3UILDING EXTERIOR WALL FINISH. - ....; ; : • ... . -. . „ . . , ... ; z • .. ,.. , .„ .. . • -; TITLE 201 1 BU I LD I NCB RE \40DEL GA\IORY VI RS I ON PARAPET DESCRIPTION GMU BEARING WALLS WOOD ROOF FRAMING CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY --- =/ PER SCHEDULE _> / ' -141111111111140 Ai II III 11111 NEW INFILL WALL- PER SCHEDULE. ; L• - - - • ,, .........-:,- I ; 1 ! , , . - - .:( - I/ - _ _ - _ / EXISTING WALL. CONSTRUCTION TO / REMAIN < • 4 „„1 IF: illik' I/ LAP W.R.B. OVER AND BEHIND FLASHING FUR OUT WALL AS NECESSARY TO ALIGN WITH ADJACENT ':. .'. '''• , i .. , ,s i / . / / I , , 41- TYPICAL I/A5.0. I/A3.O. TRELLIS TRELLIS SLOPE MIN. PARAPET CONSTRUCTION PER SECTION / LAP NLRB. OVER AND BEHIND FLASHING / / ,V`' .;; , j • ---;/ i-;:;.- - ' ; • . , / . , ...I • \ i,,, . / ., • / /1 , // /I .. 4 , , / , . ; I//2z; TIE-BACK SYSTElvi INFILL PANEL 0 I/4"/FT LOCATIONS AS INDICATED ON REVIEWED FOR CODE COMPLIANCE SLOPEAP PROVED PLAitii. 1 1 2012 City of Tukwila BUILDING DIVISION 1 . 1 • . JI / / WEEPS 0 24" O.C. ; ; • ; \ 4 - ." GALV. METAL / /s 4 FLASHING I > rallarin jig s - -./ 6 .. ■411ire" ri,-) \ i • .-- • •- ":...i- -- - INSECT SCREEN P.T. STARTER STRIP. ... -,-.;:. - ,........c.,„ \ ir-- < 9 .. } -.• ,!! 1 — — A4.2 ,7=_,__i/-jl■- _N, .._ 1 <.; 2" . , GALV. METAL FLASHING \ s y P.T. LEDGER PER STRUCTUIRAL. I I i .. A 1 A . /XI • .‘" )17T ' 1 4.' . I . ' i <4' I 1 PT SILL PLATE PER STRUCTURAL • 2- =------------=-7-- , , - — A EXISTING LANDSCAPING 7,,, / 2 -,-,, NEW CONC. SIDEWALK PER SITE PLAN. I Ill "' I I 31 I Zi] RECtENW cm( OF TUKVVILA MAY 2 5 2012 - ' .e. I i 1 ■ . ` r , , : ! , , . , ,„, ,,,- . (E.) CONC FOUNDATION SLAB ,-__\ ,,, ) — -./-----,, .( / 1 4, \ 4-_,., 1 ; , , ; ‘ / i 1 I , r i ty o H ? , , "'[, [1L_______4=, , , , . , , 1 L / ;1_ 1 i , , , , 1 1-- , ' 1 l_.; ! 1 1 rA ir : , , _ . , 1 . , , , 1 1 4'-0" , , . , , 16 CEMENT BOARD SIDING @ WOOD BASE 1 , ! . ' A I 2 - 1 40 - #04250 zi_ A4 2 till 'I/ DETAILS Ark st STONE BASE @ CMU WALL 8 TRELLIS SYSTEM - SEE EXTERIOIR ASSEMBLY N9FOARMIT CENTER ON SHEET A.5.0 TRELLIS DETAIL @ CONC. FRAMING A4.2 SCALE: 3" = ILO" A4.2 SCALE: 5" = ILO" STONE_BASE ACCENT INALLDING -2 SCALE: 1 1/2" = ILO" TRELLIS_BLOCK_CBDWG 5 z E T PARAPET DETAIL REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2012 City of Tukwila BUILDING DIVISION .3 SCALE: n C I L -0" ROOF GAP ELEMENT SUPPORT BEYOND SET ON ELASTOMERIG TAPE AND SECURED TO WOOD BLOCKING WITH FASTENERS TYPICAL ACCENT BAND CONSTRUCTION PER SECTION I /A3.0. W.R.B.; LAP OVER $ BEHIND FLASHING EXTEND TPO ROOF MEMBRANE COUNTER FLASHING UP FACE S" MIN.. SECURE WITH FASTENER AND FASTENING PLATE, PER ROOFING MANJFAGTURER TPO ROOF MEMBRANE; EXTEND UP WALL BEHIND SIDING LED LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS PRE -FAB CUSTOM ARCADE FASCIA W/ 24 6A. PRE - FINISHED COVER BY METAL -ERA, CALL I -800 -558 -2162 TO ORDER (SEE ELEVATIONS FOR COLOR), OVER TPO ROOF MEMBRANE. LAP TPO DOWN BLOCKING UNDER FASCIA. 2x WOOD BLOCKING PER MFR REQUIREMENTS (2 LAYERS) CONTINUOUS METAL FLASHING TO MATCH. EXTEND UP BEHIND NLRB. DRAIN MAT WITH FACER PER MFR. RECOMMENDATION ARCADE PARAPET CONSTRUCTION PER SECTION I /A3.I. FIELD VERIFY e SLOPE <3 /8 "/FT. MIN. ROOF PARAPET DETAIL A SCALE: I 1/2' = I' -0" ,410.411 R II', - - METAL_PARAPET_ARGADEDW6 SINGLE -PLY ROOF MEMBRANE PER MCDONALD'S SPECIFICATIONS TO MATCH EXISTING. JOISTS PER STRUCTURAL PRE -FAB 24 GA. PRE - FINISHED CUSTOM HEARTH COPING. COPING BY G.G., GALL I -800 -558 -2162 TO ORDER (SEE ELEVATIONS FOR COLOR) PROVIDE SELF ADHERED FLEXIBLE FLASHING BEHIND COPING; WRAP ROOFING DOWN FACE OF WALL BEHIND COPING FASCIA. 2x WOOD BLOCKING BACKER ROD 4 SEALANT W.R.B. PER MCDONALD'S SPECIFICATIONS/SECTIONS CORRUGATED METAL PARAPET BAND PER ELEVATIONS TYPICAL PARAPET CONSTRUCTION PER SECTION 2/A5.0 FRAMING/BRACING PER STRUTURAL PEEL BACK ROOFING AS NECESSARY TO ENSURE A WEATHERTIGHT SEAL SLOPE <V8"/FT. MIN. I ROOF PARAPET DETAIL �43J SCALE: 11/2" = I'-O" FIELD VERIFY SLOPE OVERFRAMED_PARAPETDW6 PRE -FAB 24 GA. PRE - FINISHED CUSTOM COPING OVER 5IN6LE PLY MEMBRANE ROOFING. WARP OVER PARAPET $ DOWN WALL FACE BELOW COPING FASCIA LEG. BY GENERAL CONTRACTOR, GALL I- 800 -558 -2162 TO ORDER (SEE ELEVATIONS FOR COLOR) LED LIGHT FIXTURE - SEE ELECTRICAL 2x WOOD BLOCKING SINGLE -PLY ROOF MEMBRANE TO MATCH EXISTING; INSTALL PER MANUFACTURER'S RECOMMENDATIONS McDONALD'S SI3NAGE BY OTHERS W.R.B. PER MCDONALD'S SPECIFICATIONS DRAIN MAT WITH FACER PER MFR RECOMMENDATION EXTERIOR ACCENT WALL CONSTRUCTION PER SCHEDULE / PLAN SINGLE -PLY MEMBRANE ROOF TO MATCH EXISTING/ PER MCDONALD'S SPECIFICATIONS ROOF DECK � DETAIL 0 SCALE: 3" = I' -0" ROOF_CORNER_DETAILDWG 4 Air diErAFAMONIVANWArallirAMEWAFIMEPWAiiiirArMlirAMIMPAVA WHIM/11M i■ 10258 PARAPET ENTRYDWG PRE -FAB CUSTOM ARCADE FASCIA W/24 GA PRE - FINISHED COVER BY METAL -ERA, (6G TO PROVIDE/INSTALL) GALL I -800- 558 -2I62 TO ORDER. (SEE ELEVATIONS FOR COLOR). BUILT -UP ROOF CONSTRUCTION. LAP ROOFING 4 SELF ADHERED FLEXIBLE FLASHING DOWN BLOCKING UNDER FASCIA. 2X WOOD BLOCKING, CONTINUOUS BACKER ROD # SEALANT(COMPATIBLE) CONTINUOUS J-MOLD METAL FLASHING TO MATCH INRB/ AB. PER MCDONALD'S SPEC IF IGATIONS/SECTIONS CORRUGATED METAL PANELS PER ELEVATIONS FRAMING I BLOCKING PER STRUGTURALR ECFIv E L;< CITY OF TUK ILA MAY 2 5 2012 PARAPET DETAIL - MTL SIDING �43 SCALE: 3" = I' -0' PERMIT CENTER 6RAVEL_STOPJ ETAL _SIDINGDWG Q tL Q w m BUILDING PERMIT SUBM LEGAL CLEARANCE z 0 H a_ U..I W ° ce U.! 4470 REGISTERED ARCHITECT 1.11CHARD 0. FREIHEIT STATE OF WASHINGTON z I o ^ l N X X ¢ X o X DESCRIPTION GMU BEARING WALLS z U- 0 CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY SITE ID I SITE ADDRESS 46 -0069 I 16501 SOUTHGENTER PARKWAY, TUKWILA, WA '18188 Al2 -140 - #04250 0 z DETAILS 10 6A WIRE HANGERS AT PERIMETER 8° �� ,' SUPPORTING MAIN RUNNEIRS AND GROSS RUNNERS 8" MAX FROM EDGE. j`, \` RECESSED LIGH T CONTINUOUS ANGLE AT WALL EDGE NOT TO BE LESS THAN 2 ". ONE END OF EACH ORTHOGONAL HORIZONTAL DIRECTION TO BE ATTACHED; . :::::::: \ FIeWi11B� -■ HEAVY DUTY T-BAR GRID SYSTEM �„ Hearing/Speech- Impaired Assistance Available At This Window Yom,., (-ADJACENT WALL Plsed To elp Any Customer Needing Assistance. PLEASE ASK AT COUNTER MAXIMUM EACH WAY (TYPICAL) " 10 LATERAL BRACING WIRES 21-0" � % � i i � ` - V4 ,� // (11 , / ,� r �� , 0.___,Ain, 1', ` , '� _ ` � � ° SIGN #778 ONE 516N SHOULD BE MOUNTED ON THE ■. ■ ■.. MI ■■... a ONE STAFF ASSISTANCE 516N SHOULD BE PROVIDED AT EACH SELF -SERVE AREA. THIS 516N MUST BE (-SELF-SERVE MOUNTED IF AN ITEM ON THE SELF -SERVE BAR 15 HIGHER THAN 48 FROM THE FLOOR OR MORE THAN 20" BACK FROM THE EDGE OF THE TRAY RAIL. THE GASH WINDOW WHERE THERE WILL ALSO BE PICTURE MENUS AND A NOTEPAD AND PENCIL FOR THE CUSTOMER TO USE. THE a SPEECH/ HEARING EXACT MOUNTING LOCATION AND MOUNTING HEIGHT OF THIS SIGN 15 NOT SPECIFIED BY THE ADA BUT SHOULD BE EASILY VISIBLE FROM A GAR AT THE DRIVE -THRU WINDOW. IMPAIRED SIGN @ D.T. 516N MUST BE LOCATED TO BE EASILY SEEN BY ALL ACCEPTABLE MOUNTING, LOCATIONS CUSTOMERS. MOUNTING LOCATION IS NOT SPECIFIED &A MAXIMUM FROM CHANNEL INTERSECTION AT �� o APPROXIMATELY 45 IN EACH DIRECTION. LOCATED ON A 8' -0" X 12' -0" O.G. &RID AND A MAX. 6' -0" FROM WALLS. 5 SUSPENDED G.W.B. CEILING DETAIL _ 40.•,,,,,,.....,...10 \ . �' ��`� �` �A\ ' 1 5/8" TYPE 'X' 61113 PER PLAN BY THE ADA. 13 STAFF ASSISTANCE SIGNAGE , r — \ 41..4 SCE: 3/8' = ILO" 087_6?_SUSP_GEILIN6DW& A4.4 SCALE: NOT TO SCALE 105_SPEEGH_SIGN_DTDWG Q4.4 SCALE: I/4" = I' -0" 104_STAFF_ASSISTANGE_5IGNAGEDW6 - s • BERG2 CLIPS POP RIVETS INSTALL *12 GA. VERTICAL WIRE AT 4' ego e.M "�' it �� �`,, `,, �••''• ATTACHED WALL 8* ', �i ' •�, I �'••`�� . '•, TO STRUCTURE ` ' \� � �1 ABOVE -0" O.G. CONNECTED TO MAIN AND STRUCTURE ABOVE. INSTALL *12 GA. WIRE GROSS BRACING IN EACH PLANE OF MAIN RUNNER AT 12' -0" O.G. AT 45 DEGREE SHALL BE ANGLES IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 6' -0" FROM EACH WALL. ,� INSTALL A STRUT AS REQUIRED BY ASTM / E580 TO RESIST THE VERTICAL / COMPONENT INDUCED BY THE BRACING, WIRES. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 FT (3658 MM) ON CENTER IN BOTH DIRECTIONS WITH THE ► FIRST POINT WITHIN 6 FT (1821 MM) FROM ••. ° �� 14 Braille And Picture a V Menus Available g ---, Thank You" MEM1 BOARDS BEYOND �` s SIGNg3A IF ALL THE ENTRANCES ARE NOT ACCESSIBLE, THE ACCESSIBLE ENTRANCE SHOULD BE IDENTIFIED 111TH THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE •� — ®m m m o m m o e e 0 0 POP RIVET SIGN *TM S I—1 �I� ONE SIGN SHOULD BE MOUNTED ON A SCREW T16FITENDED THROUGH MAIN RUNNER WEB RESTRICTING SEPARATION FROM WALL MOLDING HEAW DUTY �.,, " MAX. EACH WALL NOS' L SYA ID \ FREE - STANDING SIGN HOLDER AT EACH ORDER STATION TO INFORM CUSTOMERS OF THE AVAILABILITY OF BRAILLE AND PICTURE MENUS. UNATTACHED WALL • 4,�, , •. •••` I. INSTALL A5 REQUIRED UNDER ASTM E580, ASTM 6635, ASTM 6636, GISGA FOR SEISMIC ZONES 3-4 AND ASGE 1-05 SECTION 135b22. 2. SUPPORTING WIRES TO BE GAUGED AND SPACED PER ASTM 0841 TABLE 3. 3. PROVIDE LIGHT FIXTURE AND OTHER SUCH APPURTANENCE SUPPORT ATTACHMENT PER ASTM E580. 4. INSTALL A 2' PERIMETER MOLDING, PER ASTM 0635 AND ASTM 0636. 2 SUSPENDED A.C.T. CEILING EXACT MOUNTING LOCATION AND MOUNTING HEIGHT ARE NOT SPECIFIED IN THE ADA BUT THE SIGN SHOULD 8E EASILY VISIBLE FROM THE PARKING LOT OR PUBLIC I I/2' TOTAL TRAVEL � , FRONT COUNTER 2 BRAILLE/ PICTURE MENU i SIDEWALK AND SHALL BE WHITE SYMBOLS AND LETTERING IN BLUE BACKGROUND. ,o ACCESSIBLE ENTRY SIGNAGE �� —�� v000 m o o o o o oe 3/4" OPTIONAL 2 CLIP DETAIL 6 BERC ��'j , �� 33�E •`� �A4.4 SCALE: NOT TO SCALE 084_BERC2DW6 A4.4 SCALE: NOT TO SCALE 088_ACT_SU5_GEILINGDAS '4 SCALE: NOT TO SCALE ENTRY_516NA6EDW6 '°`4 4 SCALE: I/4" = I' -0" 103_BRAILL E_PIGTURE_MENUDW6 Q" PROVIDE SIGNS WITH RAISED AND BRAILLE CHARACTER 5I6NAGE WITH A HIGH CONTRAST TO THE BACKGROUND, ALONG WITH A WHITE INTERNATIONAL SYMBOL OF ACCESSIBILITY (I A) ON A BLUE BACKGROUND, MOUNT ON THE TOILET ROOM ENTRANCE DOOR WALL ON THE LATCH SIDE OF THE DOOR. IF ADEQUATE ROOM IS NOT PROVIDED ON THE LATCH SIDE OF THE DOOR, THE SIGNAGE 15 REQUIRED TO BE PROVIDED ON THE MIN. NEAREST ADJACENT WALL. 1.5A. SIGNAGE SIGNAGE SHALL BE MOUNTED AT 60" COORD. CAP ELEMENT WITH DECOR EACH SIDE. SEE INTERIOR DRAWINGS FOR FINISHES. 2 I/2' STEEL TUBE ®4' -0" TO BE GORE DRILLED SCHEDULED OF 61113 I/2" ABOVE SLAB AS SCHEDULED INTERIOR DESIGN FOR HEIGHT, FINISHES 4 INFORMATION ON . Y i VENDOR I I I� EXTEND SIMPSON STRONG -TIE "HTG4' @ 48" O.G. CONT. TOP PLATE wall "" = ©2010 McDom I's USA, I ire the confidential anc Id shall not be copied contract documents we junction with its issue site or at a later tim4 ample on another proje lets and engineers. Ri )n another project is r Mt WOOD BLACKING 5/8" STUD BACKUP ON ONE z SIDE TO UNDERSIDE OF ROOF Accessible Entrance Accessible Entrance 61113 ,i DESIGN 2 1/2" X FOR DRAFT STOP AS S 1ATERAI. BRACING , TO STRUGT. ABOVE • NECESSARY STRUTURAL MEMBER OR STUD SPANNING BOTTOM ( O.G., TUBE BASE /' „- u[,,.. 4' -0" O.G. ►.1 z Z CHORD ®4' -0" O.G. E - Th..RYou • SIGN #353 -SIGN #352 BOTTOM s ONE ACCESSIBLE DIRECTIONAL SIGN SHOULD POINT AMY FROM THE INACCESSIBLE ENTRANCE, IN THE SHORTEST DIRECTION OF TRAVEL TO AN ACCESSIBLE ENTRANCE. THE EXACT MOUNTING LOCATION 15 NOT SPECIFIED BY THE ADA. SIGNAGE 5/8" TYPE 'X' 61113 OR PLYWOOD BACKUP EACH SIDE AS INDICATED ON r It GL6. AS SCHEDULED • Ci FLOOR FINISH A.FF. TO THE CENTERLINE OF THE SIGN. J NOTE: SUE= 1 DRAWINGS ,6",,A0 1 I — WALL SCHEDULE, SHEET Al. BOTTOM 6" OF BACKUP TO BE ia CEMENT BOARD - 1 CONT. 2X FIRESTOPPIN6 AT EXTENT OF BACKUP (TYP). FLOOR AS SCHEDULED WOMEN I : u Ili \ iP — ANY ADDITIONAL THESE WALLS DIRECTIONAL I, __Do._ MIN I/2" ABOVE SLAB RESTROOM SIGNAGE ' _ v A D STD ISSUE PATE XX /XX /2011 W c!1 ot N ° N x \ c 7 PARTIAL HEIGHT PARTITION 3 INTERIOR PARTITION REVIEWED FOR A4.4 " _ " SCALE: 3/4 I -0 Oa2_PARTIAL_HT_PARTITIONDWG A4.4 5/4" _ " SCALE: 3/4 ILO" Oc I A4.4 SCALE: NOT TO SCALE DIREGTIONAL_SIGNA6EDW6 �4,�� SCALE: NOT TO SCALE 109_RESTROOM_516NAGEDW6 _ • (11tAl.. 643A 15.G. SECTION 1011 REQUIRES THAT EXIT AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF DINING KITGFEhI JUL 1 1 2012 CI of Tukwila BUILDING DIVISION TITLE 201 1 BU I L.D I N6 REMODEL. CANOPY VI=RS I ON PARAPET DESCRIPTION GMU BEARING WALLS WOOD ROOF FRAMING GULTUREP STONE EXTERIOR FINISH ARCADE /ENTRY SITE ADDRESS 5I6N EGRESS TRAVEL. THE EXIT 5I6NAG,E IS REQUIRED TO HAVE A HI6H CONTRAST WITH THE BACKGROUND WITH RAISED AND BRAILLE CHARACTERS. A WHITE I.5A. ON A BLUE BACKGROUND SHALL BE INCLUDED FOR ACCESSIBLE DOORS. EXIT 516NAGE SHALL BE MOUNTED ON THE WALL ON THE LATCH SIDE OF THE DOOR WITH 18" X 18" GROUND CLEARANCE O.G. IF ADEQUATE ROOM IS NOT PROVIDED ON THE LATCH SIDE OF THE DOOR, THE SIGNAGE IS REQUIRED TO B PROVIDED ON THE ADJACENT 'X' q'k 'X' . 5/8" TYPE 6.W.B. (WATER RESISTANT) I I 5/8" TYPE GYPSUM BOARD QUARRY TILE BASE �� 6" QUARRY TILE BASE 1& (TYPICAL IN KITCHEN) (TYPICAL IN DINING) QUARRY TILE /' / /.. / _ \ z 1.I-: NEAREST WALL. EXIT DOOR SIGNAGE SHALL BE MOUNTED AT 60" A.F.F. TO THE BOTTOM OF TEXT OR CHARACTERS. THE 15A. SIGNAGE SHALL BE MOUNTED IMMEDIATELY ABOVE THE EXIT 5I6N. AT NON - ACCESSIBLE ENTRANCES, DO NOT ' 6" QUARRY TILE BASE ' (TYPICAL IN KITCHEN) (TYPICAL IN DINING) t INCLUDE THE INTERNATIONAL SIGN OF ACCESSIBILITY. kIllik■ IT 15 RECOMMENDED THAT THE CENTER OF THE 5I6N BE SET NO CLOSER THAN a" FROM THE FRAME OF A I■ `______\■►\\ \ DOOR SO A VISUALLY IMPAIRED USER WOULD BE OUTSIDE OF THE DOOR SWIM WHILE STANDING IN '! /I■ % / / /1/ / //■I� Q o N d' 8 BASE DETAIL (DINING) CITYOF TU ILA MAY 2 5 2012 4 BASE DETAIL (KITCHEN) PERMIT MI ENTER EXIT --'0 FRONT OF THE 5I6N. 12 TACTILE EXIT SIGNAGE Al2-140 - #04250 0 zi_ A4 DETAILS }44 SCALE: 3" = ILO" Oa6�ASE DETAIL DININ6.DW6 �4'4 SCALE: 5" = I' -0" Og7J3ASE DETAIL KITCHENDW6 A4.4 SCALE: NOT TO SCALE TAGTILE_EXIT_SIGNA6E.DW6_ 2X WOOD /2" MAX. (TYP) STUDS MOP $ BROOM FIRE ALARM BRACKET TOILET ACCESSORY COAT 5.M. TOILET / FHA FHA --- -- PARTITION PER SCHEDULE . ' •. . HOLDER S-ROgE FIRE MOUNTING DETAIL HOOK SEAT COVER DISPENSER URINAL WATERGLOSET FLUSH CONTROL TO BE LOCATED ON THE WIDE 12" SIDE OF HANDICAP STALL 42° MIN. MAX. 1 0!„� �.' ♦ �)—} II BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESGRIFTION EXTINGUISHER o 0 0 _ FIXTURE " / TILE WHERE OCCURS TO MATCH ADJACENT 1 �I�;i "' lil �n ���` 2 *12 SCREWS 2X4 WOOD PRE -DRILL TOP $ BOTTOM STfIENERS CONT. 6 "x14" 6A. 36" MIN. . u; CONT. 6 "x14 6A. CONNECTED PLATE MIN. TO CONT. PLATE PLATE 3 STUD BAYS AS SHON1 2X4 WOOD ST'. �� � ATTACHMENT CONNOTED TO CONTINUOUS PLAN - SECTION I PROTRUSION y z 4 - 1 �`t `A z Z --( ) / / o N 13/8" INSIDE RADIUS �1 �I' " "� � � v �O � _ O 0 a 48" CLEAR MIN. PATH OF 4 FOR ACCESSORIES H16HER THAN 2'1 a ■ 30" MAX. I I/4 -I I/2 O.D. STAINLESS STEEL TUBING 1 W/ I /8" THK. X 3" 4, FLANGES FASTEN TO S PLATE AS REQUIRED BACKING PLATE PLATE A5 SHOWN 2#12 F.HS.MS. ® TOP 4 BOTTOM AGGE550RY TRAVEL FROM FAGS OF ACCESSORY / �� Eli .0 V 4 z0 d g -- SEE DETAIL ® OF 146A. PLATE PRE -DRILL SECTION t 7 "�" — n ? $ `'. Ir1"/ - - - \ � �`+ h '� z_ �-- 24' MIN. r / Q NOTES: I. PROVIDE BACKING PLATE FOR ALL GRAB BARS. 2. USE *12 SELF- TAPPING SHT. MTL. SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. 5. WALL STUD FLANGES ARE CONTINUOUS. 4. VERIFY LENGTH, HT., LOCATION OF BACKING PLATE AND NUMBER REQUIRED. 5. BACKING PLATE SHALL BE SECURED TO MIN. 3 STUDS. 13 GRAB BAR BACKING DETAIL t 1 i tv ' ' • K• METAL SLEEVE SHELF SWITCHES RECEPTACLE ALL LAVATORIES MUST HAVE A CHANGING TABLE - E-- TOILET PAPER DISPENSER J o (4 N in �, o in PATE A45 SCALE: NOT TO SCALE 108_6RAB _BAR._BAGKIN6 TFE:RMOSTAT SANITARY ELECTRIC TOWEL. WASTE TOWEL COMBINATION FAUCET CAPABLE NAPKINS HAND DISPENSER RECEPTACLE DISPENSER 4 OF SUPPLYING WARM WATER DRYER WASTE FOR A MIN. OF 10 SEC. RECEPTACLE I / SECT ON I WW' LY I. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42° LONG WITH THE FRONT END POSITIONED 24" IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE BACK SHALL BE NOT LESS THAN 36" LONG. 2. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4" TO I -I/2° OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 3. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BE'�EN THE WALL AND THE GRAB BARS SHALL BE 1 -1/2 ". OF ANY 4. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. 5. EDGES SHALL HAVE A MINIMUM RADIUS OF I/S" b. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATIONS. A. BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FORM THE APPLICATION OF A 300 -LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. B. SHEAR STRE55 INDUCED IN A GRAB BAR BY THE APPLICATION OF A 300 -LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT, AND ITS MOUNTING BRACKET OR OTHER SUPPORT 15 CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESS SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. G. SHEAR FORGE INDUCED IN FASTENER OR MOUNTING DEVICES FROM 'THE APPLICATION OF A 300 -LB. POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER HAS THE SMALLER ALLOWABLE LOAD. D. TENSILE FORGE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250 -LB. POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 300 -LB. POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. ,8 GRAB BAR DETAIL GORIAN INTEGRATED BAGKSPLASH/ 51DESPLASH �� a a so / o t `,, ' o REGISTERED ARCHITECT . i R s. H� . O. FEIHfIT 11: STa �i= � ►�;� �s,�G1OPl d 0 4 h �' f MIN. I� �r WALL -MTD SOAP DISP o 3 x 3 x I/4 STS. � C��' Q - - TABLE TOP \ \ \ \ - `' IWi1� # TA u' �` 8 U U = ' °� u Q \ _1 x o ~ o m ; o X m \ 'MIN. / o o - J - n \ w . X Z f Z_ _ F- '_— \i'. z \ 1 1 1 � WHERE SPAN 6LO T TO DOU LE lb 6A. STUDS W/ (4) - 1/2". MD. N X " 1 � INTEGRAL GORIAN LAVATORY VANITY f ., fi. i / z J \ �— - -- - - -; ` 11 ( 1 `--' I ► 11 © 0 co RIAN TOP 2X4 FRAMING ADA- -- X \ \ -=_7111 \ COMPLIANT = UNDERSINC PIPING, n PROTECTION OVER PIPES (DRAIN 4 HOT 10 RESTROOM FIXTURE & \ \ \ - ,k \ Wp� ADA LINE. ADA- COMPLIANT UNDER-SINK PIPING PROTECTION - SEE ACCESSORY ELEVATIONS PLUMBING RESTROOM _FIXTURE_ELEVATIONS_WA.DWG OW f.3 a. '� a. -R G PIPES 4 SINK Bowl SHALL NOT PROJECT BEYOND THIS LINE �45 SCALE: I/2' = ILO" ,, I 6" f COVERING SCHEDULED I ■I= CO 111= oa w Q a I X MAX. 14 SECTION @ LAVATORY ADA REQUIRED FLOOR SPACE APPROACH of DOOR. ADA REQUIRED FLOOR SPACE APPROACH ADA REQUIRED FLOOR SPACE APPROACH OF DOOR. I CLEAR 7 r , r ADA REQUIRED CLEAR !' -10" ✓ J i ', L J I' -10a FLOOR SPACE, 36 "X48" MIN. TYP. FOR HINGE TO PUSH SIDE 42' X 58" MIN. t� . �45 SCALE: NOT TO SCALE I07_6RABBARDWG YA45 a _ : a SCALE: I — I —0 tl2_L.AVATORY_SEGTIONDWG RESTROOM ACCESSORY SCHEDULE MIN. GLR. MIN. GLR. J ITEM ( SEE NOTE 2 ) MANUFACTURER MODEL # SUPPLIER BACKUP SUPPORT (SEE NOTE 3) NOTES: CLEAR GRAB BAR 42" 812 - 001-42 HD SUPPLY (407) 822 -2022 (I) 2X615 4' -0" LONG CENTER MOUNTED I. SEE I0 /A45 FOR ACCESSORY MOUNTING HEIGHTS. ( �- • _. -_ ADA REQUIRED CLEAR (RR -0i) FOR LATCH TO PULL SIDE " MIN. , -- i - .-\ � .. o - -- / GRAB BAR 36` 812 - 001 -36 HD SUPPLY (407) 822 -2022 (I) 2X65 4' -0" LONG ©2010 McDom I's USA, ire the confidential anc Id shall not be copied ;ontract documents we junction with its issue site or at a later time >mple on another proje cts and engineers. RI >n another project is r r- -, ADA RUIRED CLEAR C2. SELECT ONE ITEM FROM (RR07) 4 (RR 08) WL r 5-O ` MIN. GLR. � UR -I) MIN. GLR. GRAB BAR 24" 812 - 001 -24 HD Y (I) ) EE 3. GUT BACK -UP SUPPORTS BETWEEN STUDS 50 FACE OF SUPPORT 15 FLUSH W/ WALL STUD. 4. SANITARY SEAT COVER DISPENSERS TO BE PROVIDED A5 AN OPTIONAL ITEM. MOUNT PER IO /A45 AND VERIFY WITH MCDONALDS CONSTRUCTION MANAGER. TOILT TISSUE Df�, DOUBLE, RECESSED BRADLEY 5412 HD SUPPLY (401) 822 -2022 ) 2X6' 4, LONG " ► i ) / i �, -- \ FLOOR SPACE FOR FRONT APPROACH TO PULL SIDE a �� DOOR 54 X 60 MIN. I y MIN. C1 r ; MEN'S i i i J x%,-- , 51-0 MIN. C I- I'-6" ` \\ \■ ■ SANITARY NAPKIN RECEPTACLE, RECESSED (OPTIONAL) BRADLEY 411 -15 HD SUPPLY (407) 822 -2022 _ (RR ..05-) RR -12 1 \ WOMEN'S / ‘� - - -J / / ; HAND DRYER, RECESSED, ADA, WHITE - OTHER COLORS AT ADDITIONAL G05T BRADLEY RA5Q -Q74 HD SUPPLY (40'1) 822 -2022 (I) 2X10 I'-4" LOG (RR -00 �T -- , i RR -06 ) TOWEL DISPENSER 4 WASTE RECEPTACLE, INDIVIDUAL, RECESSED (OPTIONAL) BRADLEY 2441 BRADLEY 3251 HD -Y (401) 822 -2022 - (RR_01) \.• L - -- '/ J ��, L - - -- ' i ( Y ■ \ \ \`` }' R. J 1 i J - - - - -- - ,-- .' - \ - --i TOWEL DISPENSER 4 WASTE RECEPTACLE, COMBINATION, RECESSED (OPTIONAL) �Y 2241 HD SUPPLY (407) 822 -2022 - TURNING Q i ADA (RR -08) MIN. CLEAR v i� L REQUIRED IN6 SPACE MIN. 60" DIA ADA REQUIRED'OLEAR - � ots�.' (RR-041) MIRROR, ANGLE FRAME BRADLEY 781 (24"X96") - / / �-'`i�y FOR LATCH TO PULL SIDE 54'X58' MIN. SOAP DI:, COUNTER MOUNTED, 6" SPOUT (OPTIONAL) BRADLEY 6326 -68 SUPPLY (40'1) 822 -2022 - FLOOR WAGE, 9O X 48 n (RR -10) mull-cm-I-1" LAV -I MIN. TYP. SOAP DI WALL MOUNTED BRADLEY 6542 HD SUPPLY (40'1) 822 -2022 _ _ - ( RR-II - " -- F -I I i N. / / ■ i �' BABY CHANGING TABLE, HORIZONTAL, RECESSED, AIM COMPLIANT KOALA KARE KBI00 -MDRA HD Y (40.1) 822 -2022 FRAME WALL RECESS PER MANUFACTURER'S RECOM. m Ll Q 5TP ISSUE DATE XX /XX /2011 a u� 0 '. - N O CV w X a X X SITE ADDRESS 16501 SOUTHCENTER PARKWAY, TUKHILA, HA 18188 _ -- RR-II (RR -12) :• RR-041 TANNER (OPTIONAL) DIAPER GON ( NAL) _ BY OWNER _ ADA REQUIRED SPACE FOR FLOOR- - (RR 13) 4LEAR FLOOR MOUNTED r X59 MIN. 'RED CLEAR _ PLUMBING FIXTURE SCHEDULE I 5' -0" i -, WATER CLOSET --,` r I I \\ ■ \ �\ N. MIN. GLR. , � REVIEWED FOR CODE COMPLIANCE APPROVED TITLE 201 1 BU I LD I NCB REMODEL CANOPY VERSION PARAPET DESCRIPTION CMU BEARING WALLS WOOD ROOF FRAMING CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY L ITEM FAUCET FOR LAV -I MANJFACTURER 4 MODEL # TOTO TEL36KGN -10 WATER USE 1.0 6PM (O.I7 GAL/ 10 SEC CYCLE) ACCESSORIES FAUCET OPERATION: ENSOR COMMENTS NOTES: ADA RR -I2 I FLOOR ASP n 48.. ' 36 X � �MIN:-TYR` ( \ _ \ ; �� / _ / ( I. PLUMBING CONTRACTOR SHALL COORDINATE WITH 6.G. TO PROVIDE BLOCKING FOR PROPER URINAL SUPPORT. 2. PLUMBING CONTRACTOR SHALL PROVIDE GRID DRAIN, P -TRAP AND VALVE STOPS FOR ALL SINKS AND LAYS. 5. PLUMBING CONTRACTOR SHALL. COORDINATE WITH 6.G. TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT. 4. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION - PLUMBING CONTRACTOR SHALL COORDINATE INSTALLATION WITH K.E.S. 5. PLUMBING CONTRACTOR SHALL SPECIFY CONNECTION MATERIAL/TYPE WHEN ORDERING. i -, i i et° ( F-I ) TOTO TEL365C -10 JUL 1 1 2012 ...4.. i '--- •� • ADA REQUIRED TURNING TOTO TEL36GGN -10 i - - -_ -- - J SPACE MIN 60" DNA. City of Tukwila BUILDING DIVISION FAUCET FOR MOP SINK ZURN Z843M4 - FAUCET OPERATION: MANIAC, 51 DETAIL 2 ON �/��� p� DRAWING P5.0 5" VINYL HOSE WALL HOOK ( F-2 ) . _ u u LAVATORY TOTO LTg31 (LLOYD) - FAUCET: F -I TRUEBRO LAV6UARD2 MODEL. #IO2 -E Z GORIAN COUNTER BY 6.G. SEE NOTE 2 RR-06 L r �_ TOTO LT5406 `- - -- O - - --' • (IAV -I) TOTO LT5426 TOTO LTI56 (VERNIGA I) ADA WALL-HUNG URINAL TOTO UT447E 0.5 GPF FLUSH VALVE: TOTO TEUILNI2#GP OR ZURN Z6EN6203EV -E11 5 3/4" I.P.S., In TOP SPUD FLUSH VALVE OPERATION: SENSOR, SEE NOTE I . % (. UR -I ) ZURN 75151 A o 1 I � .s1)- F -I ) WATER CLOSET TOTO GTIO5E 128 GPF FLUSH VALVE: TOTO TETILN32#GP OR ZURN Z6EN6200EV I" I.P.S., I i/2" TOP SPUD FLUSH VALVE OPERATION: SENSOR SEAT: BEAM'S MODEL 2I55CT LAV -I) RECEIVLU CITY OF iUK�ILA MAY 2 5 2012 ( WG -I ) ZURN 25655 Al2-140 - #04250 z° ill A4e5ZURN � t ADA DETAILS (wG-2) ADA WATER CLOSET TOTO GT705EL 128 6PF FLUSH VALVE: EIL P R TOTO TTN 52#C O Z6EN6200EV I" I.P.S., I 1/2" TOP SPUD FLUSH VALVE OPERATION: SENSOR SEAT : BEAM'S MODEL 2155GT ,) 12 ENLARGED PLAN - RESTROOMS PERMIT CENTER ZURN 75665 0545 SCALE: I/2" = I' -0" 17 0 7 O n SOFFIT BY DECOR MGCAFE GRAPHIC PANEL 2' -0" ■ I I z NEW MENU BOARD AND VALANCE BEYOND 'TEMPERED GLASS W/ MGCAFE GRAPHIC FILM 2'-6" 61-O" PER PLAN (V.I.F) FRONT COUNTER ELEVATION SCALE: 1/2" = I' -0" 18 b NOT USED SCALE: 1115 SIDE_COUN'TER_ELEVATIONDW6 PER L RCP /) McGAFE GRAPHIC PANEL NEW SOFFIT BY DECOR L TEMPERED GLASS W/ VARIES r-2" MGCAFE GRAPHIC FILM / ,/ ACCENT WALL BEYOND PER DECOR S S O VARIES PER PLAN 15 FRONT COUNTER ELEVATION �A4.6 2'-6" IQ N / EXTEND COUNTER PAST PLYWOOD 1/2" i'-q 1/2" CLEAR I" ADX PLYWOOD SUBSTRATE - VERIFY W/ COUNTER TOP HARP. I/2 "COUNTER TOP BY OPERATOR. VERIFY w/McD'5 PROJ. MGR. WHICH COUNTER TOP TO BE USED 1/2" FURNITURE GRADE PLYWOOD —i SUBSTRATE W/ WASHABLE FINISH PER INTERIOR DESIGN DRAWINGS FRP OVER I/2" PLYWD. ON KITCHEN SIDE 2X6 WOOD FRAMING, TYP. MECHANICAL ANCHOR TO SUBFLOOR FLOOR (FINISH AS SCHEDULED 8 1/2" I I I I II it COUNTERTOP SECTION Mee NOTE: COUNTER SUPPORT WALL FURNISHED 4 INSTALLED BY 6.C. INTERMEDIATE SUPPPORTS SUPPLIED $ INSTALLED BY KES. A4b 20 SCALE: 1 1/2" = 1' -0' SOLID SURFACE FOR ALL CUSTOMER EXPOSED SIDES F.R.P. ON KITCHEN SIDE FR ONT_COUNTER_SECTIONDW6 { FINISH PER INTERIOR DESIGN DRAWINGS TOE KICK DETAIL A4.6 SCALE: 3" = I'-O" 14 SCALE: 1/2" = I'-O" NEW VALANCE AND MENU BOARD BEYOND /NEW FRONT COUNTER7 PER la /A4.6 (3' -0" CLEAR MIN) COUNTER_ELEVATIONDW6 VALANCE @ MENU BOARD 1/2" PLYWOOD GUSSET 0 EA. BRACE EXISTING ROOF JOISTS (2) 2X4 FLAT WITH IOD NAILS ® 12" O.G. (2 ROWS STAGGERED) CONT. 2X6 2X4 DIAGONAL BRACE • 48" O.G. ADJUST LOCATION IN FIELD. GYPSUM DRAFTSTOP - IF APPLICABLE TILE (12X24) APPLIED HORIZONTALLY ABOVE MEN) BOARD OVER 1/2" PLYWOOD ON FACE OF STUDS ALONG LENGTH OF VALANCE: EXTEND 6" ABOVE CEILING LINE (WHERE VISIBLE BEHIND MENU BOARD) CEILING AS SCHEDULED 2X4 VERTICAL STRUT ® 24" O.G., TYP. BEHIND MEN) BOARD CONT. 2X4 PLATE PROVIDE STAINLESS STEEL MATTE CAP ALONG ED6E OF VALANCE, TYP. SCALE: N =11 -0N MENU_VALANCED116 P4100 MOUNTED TO TOP CHORD OF EXISTING TRUSS (SPAN MIN. OF 4 TRUSSES) OR STRUCTURE ABOVE. RECESSED DOWNLIGHT CLIP L MOUNTED TO WOOD RIB 4 BOLTED TO P4100 UNISTRUT (TYP 0 EA. RIB) WOOD BRIDGING CONT. ALONG TOP OF PANELS (TYP. BOTH SIDES) 1/2" FURNITURE GRADE PLYWOOD WITH PAINTED FINISH. (FILL ALL NAIL HOLES) LINE OF ADJACENT CEILING 1/2" PLYWOOD PANELS ® 16" O.G., TYP. MITER CORNER (TYP. BOTH SIDES) WOOD BLOCKING BETP EN RIBS, TYP. I/8" DIAMETER 'THREADED ROD MECHANICAL ANCHOR TO P4100 UNISTRUT WITH SPRING No 4 PIOOOT WITH NUT 4 WASHER. SUPPORT ® 41-0" O.G,, TYP. 2" 3' -0" CLOUD SOFFIT SECTION 'A4.6 5G ALE: N = I' -0N CLOUD_SOFFITDW6 IL m UILDING PERMIT SUBMI LEGAL CLEARANCE 2'-6" 6' &AP INTERRUPT PANEL t t 1/4" INSET 2 I' -c1 1/2" PANEL // / I/2" OPENING 1/4" RESS NEW ACT CEILING IN DINING, PER INTERIOR DESIGN DRAWINGS WALL PER PLAN ACRYLIC GRAPHIC HOLDER BASE FINISH PER INTERIOR DESIGN DRAWINGS INTERRUPT PANEL ELEVATION �A4.6 15 SCALE: 1/2" = I' -0" INTERRUPT_ ANEL_ELEDW6 NOTE: CUT-0111 OPENING AT ELECTRICAL ACCESS PANELS AT CENTER ISLAND EQUIPMENT. VERIFY SIZE, HEIGHT, AND LOCATIONS IN FIELD PRIOR TO CONSTRUCTION. EXISTING ROOF JOISTS I /2" PLYWOOD GUSSET 0 EA. BRACE CONT. 2X6 GYPSUM DRAFTSTOP - IF APPLICABLE 2X4 DIAGONAL. BRACE ® 48" O.G. ADJUST LOCATION IN FIELD TO SUIT. 2X4 VERTICAL STRUT • 24" O.G., TYP. BEHIND MENU BOARD FINISH WALL TILE NV I /8" GROUT REVEAL, PER SCHEDULE MENU BOARD 5/8" TYPE 'X' 611B OR PLYWOOD BACKUP EACH SIDE AS INDICATED ON WALL SCHEDULE, SHEET AID F.R.P. AT OPENING to SCREEN WALL AT OPENING 'A4.6 SCALE: 1/2" = 1' -0" SCREEN_WALL_OPENIN&DW6 EXISTING ACT, REPAIR AS REQUIRED In RECESSED TRIM 1 ACRYLIC GRAPHIC HOLDER INTERRUPT PANEL BASE FINISH PER INTERIOR DESIGN DRAWINGS INTERRUPT PANEL SECTION TOE_KICKDW6 �4b SCALE: 5/4" = I' -0" INTERRUPT_PANELDW6 II EXISTING ROOF JOISTS 1/2" PLYWOOD GUSSET ® EA. BRACE CONT. 2X6 GYPSUM DRAFTSTOP - IF APPLICABLE 2X4 DIAGONAL BRACE ® 48" O.G. ADJUST LOCATION IN FIELD TO SUIT. 2X4 VERTICAL STRUT ® 24" O.G., TYP. BEHIND MENU BOARD FINISH WALL TILE W/ 1/8" GROUT REVEAL, PER SCHEDULE MENU BOARD FRY. ON KITCHEN SIDE, PER SCHEDULE 5/8" TYPE 'X' GAB OR PLYWOOD BACKUP EACH SIDE AS INDICATED ON WALL SCHEDULE, SHEET AI.O BOTTOM 6" OF BACKUP TO BE CEMENT BOARD - MIN 1/2" ABOVE SLAB SCREEN WALL PARTITION Qt4b I SCALE: 1/2" = I'-0" SGREEN_WALL_PARTITIONDW6 O� °0s 5) i I /4" INSET 21-6" 6" GAP 1'-9 1/2" PANEL ACRYLIC GRAPHIC HOLDER INTERRUPT PANEL NEW WALL PER PLAN 16 INTERRUPT PANEL DETAIL Q4.6 SCALE: I -1/2" = I' -0" INTERRUPT_PANEL_PLNDW6 1/2" TEMPERED GLASS WITH MCCAFE GRAPHIC FILM. MITER CORNER, CENTER IN LOW WALL. 25" &LASS EXPOSED. 1/4" SHIM SPACE FOR &LASS, BLOCKING TO SUPPORT SOLID SURFACE TOP. CBB RETURN WALL 4 GLASS 12 CBB COUNTER SECTION ei`4'6 SCALE: I" = 1' -0" GBB_COUNTERDW6 J ° • v r C; 0 O 0 0 0 0 8 \. / ENLARGED PLAN Vlllll_lA ACCENT WALL TILE REVIEWED FOR CODE COVED OMPLIANCE APP JUL 11 2,012 City of Tukwila BUILDING DIVISION r-- =7 P I�t A4.6 0 r J r F� F El C7 R..L 0 AT PO$ STATIO S PER 1YP. OF (3). INSTALL ELECTRIC Al W P03 LOG TIONS. PROV DE ALL A ID dABLL GROMMET IN COUNTER. i B Wr uti _1 __- TLE TY♦{. Off 3 1 j I i j PROV DE ADD TI ELEGTRJGAL} ROIL ELECTRICAL Lit'E OF COUNTER TOP L_ jj � INT RMEDIA�TE U}1DE�RGOUNTER 5L FURNISHED 4t INSTALLED 1BY KES f EXISTING MEN) VALANCE TO REMAIN �4b SCALE: 1/2" = I' -0" ORTS EXTENT OF ACCENT FLOOR FINISH h-TI N 0 N c1 0 i I- < '44 O REGISTERED ARCHITECT 1.1!CHARD 0. FREIHEIT STATE OF WASRINGTON E 24 42 tY C cl � D g v c o 1QQ 'L ) J O 0 n ; cv IV W V a m0 ry vQ�v mnN�-mm ��Ca yv.°Om mm O 71-2.4 _I:. � -w m O a,° om n mvci +N C -c o C o m L 2 onp com 7 U E C E � U E 3 _n p o O I 0 :::o O �oN v • a c o3ovoo .1 C L nac.rn.v . . z kno < IL I A PERk1IT CENTER °z I- GMU BEARING WALLS CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY to tu I-- N 16501 SOUTHGENTER PARKWAY, TUKWILA, WA 98188 Al2 -140 - #04250 4.6 N SEED DETAILS 3" 1 PER PLAN / � � z NEW MENU BOARD AND VALANCE BEYOND 'TEMPERED GLASS W/ MGCAFE GRAPHIC FILM 2'-6" 61-O" PER PLAN (V.I.F) FRONT COUNTER ELEVATION SCALE: 1/2" = I' -0" 18 b NOT USED SCALE: 1115 SIDE_COUN'TER_ELEVATIONDW6 PER L RCP /) McGAFE GRAPHIC PANEL NEW SOFFIT BY DECOR L TEMPERED GLASS W/ VARIES r-2" MGCAFE GRAPHIC FILM / ,/ ACCENT WALL BEYOND PER DECOR S S O VARIES PER PLAN 15 FRONT COUNTER ELEVATION �A4.6 2'-6" IQ N / EXTEND COUNTER PAST PLYWOOD 1/2" i'-q 1/2" CLEAR I" ADX PLYWOOD SUBSTRATE - VERIFY W/ COUNTER TOP HARP. I/2 "COUNTER TOP BY OPERATOR. VERIFY w/McD'5 PROJ. MGR. WHICH COUNTER TOP TO BE USED 1/2" FURNITURE GRADE PLYWOOD —i SUBSTRATE W/ WASHABLE FINISH PER INTERIOR DESIGN DRAWINGS FRP OVER I/2" PLYWD. ON KITCHEN SIDE 2X6 WOOD FRAMING, TYP. MECHANICAL ANCHOR TO SUBFLOOR FLOOR (FINISH AS SCHEDULED 8 1/2" I I I I II it COUNTERTOP SECTION Mee NOTE: COUNTER SUPPORT WALL FURNISHED 4 INSTALLED BY 6.C. INTERMEDIATE SUPPPORTS SUPPLIED $ INSTALLED BY KES. A4b 20 SCALE: 1 1/2" = 1' -0' SOLID SURFACE FOR ALL CUSTOMER EXPOSED SIDES F.R.P. ON KITCHEN SIDE FR ONT_COUNTER_SECTIONDW6 { FINISH PER INTERIOR DESIGN DRAWINGS TOE KICK DETAIL A4.6 SCALE: 3" = I'-O" 14 SCALE: 1/2" = I'-O" NEW VALANCE AND MENU BOARD BEYOND /NEW FRONT COUNTER7 PER la /A4.6 (3' -0" CLEAR MIN) COUNTER_ELEVATIONDW6 VALANCE @ MENU BOARD 1/2" PLYWOOD GUSSET 0 EA. BRACE EXISTING ROOF JOISTS (2) 2X4 FLAT WITH IOD NAILS ® 12" O.G. (2 ROWS STAGGERED) CONT. 2X6 2X4 DIAGONAL BRACE • 48" O.G. ADJUST LOCATION IN FIELD. GYPSUM DRAFTSTOP - IF APPLICABLE TILE (12X24) APPLIED HORIZONTALLY ABOVE MEN) BOARD OVER 1/2" PLYWOOD ON FACE OF STUDS ALONG LENGTH OF VALANCE: EXTEND 6" ABOVE CEILING LINE (WHERE VISIBLE BEHIND MENU BOARD) CEILING AS SCHEDULED 2X4 VERTICAL STRUT ® 24" O.G., TYP. BEHIND MEN) BOARD CONT. 2X4 PLATE PROVIDE STAINLESS STEEL MATTE CAP ALONG ED6E OF VALANCE, TYP. SCALE: N =11 -0N MENU_VALANCED116 P4100 MOUNTED TO TOP CHORD OF EXISTING TRUSS (SPAN MIN. OF 4 TRUSSES) OR STRUCTURE ABOVE. RECESSED DOWNLIGHT CLIP L MOUNTED TO WOOD RIB 4 BOLTED TO P4100 UNISTRUT (TYP 0 EA. RIB) WOOD BRIDGING CONT. ALONG TOP OF PANELS (TYP. BOTH SIDES) 1/2" FURNITURE GRADE PLYWOOD WITH PAINTED FINISH. (FILL ALL NAIL HOLES) LINE OF ADJACENT CEILING 1/2" PLYWOOD PANELS ® 16" O.G., TYP. MITER CORNER (TYP. BOTH SIDES) WOOD BLOCKING BETP EN RIBS, TYP. I/8" DIAMETER 'THREADED ROD MECHANICAL ANCHOR TO P4100 UNISTRUT WITH SPRING No 4 PIOOOT WITH NUT 4 WASHER. SUPPORT ® 41-0" O.G,, TYP. 2" 3' -0" CLOUD SOFFIT SECTION 'A4.6 5G ALE: N = I' -0N CLOUD_SOFFITDW6 IL m UILDING PERMIT SUBMI LEGAL CLEARANCE 2'-6" 6' &AP INTERRUPT PANEL t t 1/4" INSET 2 I' -c1 1/2" PANEL // / I/2" OPENING 1/4" RESS NEW ACT CEILING IN DINING, PER INTERIOR DESIGN DRAWINGS WALL PER PLAN ACRYLIC GRAPHIC HOLDER BASE FINISH PER INTERIOR DESIGN DRAWINGS INTERRUPT PANEL ELEVATION �A4.6 15 SCALE: 1/2" = I' -0" INTERRUPT_ ANEL_ELEDW6 NOTE: CUT-0111 OPENING AT ELECTRICAL ACCESS PANELS AT CENTER ISLAND EQUIPMENT. VERIFY SIZE, HEIGHT, AND LOCATIONS IN FIELD PRIOR TO CONSTRUCTION. EXISTING ROOF JOISTS I /2" PLYWOOD GUSSET 0 EA. BRACE CONT. 2X6 GYPSUM DRAFTSTOP - IF APPLICABLE 2X4 DIAGONAL. BRACE ® 48" O.G. ADJUST LOCATION IN FIELD TO SUIT. 2X4 VERTICAL STRUT • 24" O.G., TYP. BEHIND MENU BOARD FINISH WALL TILE NV I /8" GROUT REVEAL, PER SCHEDULE MENU BOARD 5/8" TYPE 'X' 611B OR PLYWOOD BACKUP EACH SIDE AS INDICATED ON WALL SCHEDULE, SHEET AID F.R.P. AT OPENING to SCREEN WALL AT OPENING 'A4.6 SCALE: 1/2" = 1' -0" SCREEN_WALL_OPENIN&DW6 EXISTING ACT, REPAIR AS REQUIRED In RECESSED TRIM 1 ACRYLIC GRAPHIC HOLDER INTERRUPT PANEL BASE FINISH PER INTERIOR DESIGN DRAWINGS INTERRUPT PANEL SECTION TOE_KICKDW6 �4b SCALE: 5/4" = I' -0" INTERRUPT_PANELDW6 II EXISTING ROOF JOISTS 1/2" PLYWOOD GUSSET ® EA. BRACE CONT. 2X6 GYPSUM DRAFTSTOP - IF APPLICABLE 2X4 DIAGONAL BRACE ® 48" O.G. ADJUST LOCATION IN FIELD TO SUIT. 2X4 VERTICAL STRUT ® 24" O.G., TYP. BEHIND MENU BOARD FINISH WALL TILE W/ 1/8" GROUT REVEAL, PER SCHEDULE MENU BOARD FRY. ON KITCHEN SIDE, PER SCHEDULE 5/8" TYPE 'X' GAB OR PLYWOOD BACKUP EACH SIDE AS INDICATED ON WALL SCHEDULE, SHEET AI.O BOTTOM 6" OF BACKUP TO BE CEMENT BOARD - MIN 1/2" ABOVE SLAB SCREEN WALL PARTITION Qt4b I SCALE: 1/2" = I'-0" SGREEN_WALL_PARTITIONDW6 O� °0s 5) i I /4" INSET 21-6" 6" GAP 1'-9 1/2" PANEL ACRYLIC GRAPHIC HOLDER INTERRUPT PANEL NEW WALL PER PLAN 16 INTERRUPT PANEL DETAIL Q4.6 SCALE: I -1/2" = I' -0" INTERRUPT_PANEL_PLNDW6 1/2" TEMPERED GLASS WITH MCCAFE GRAPHIC FILM. MITER CORNER, CENTER IN LOW WALL. 25" &LASS EXPOSED. 1/4" SHIM SPACE FOR &LASS, BLOCKING TO SUPPORT SOLID SURFACE TOP. CBB RETURN WALL 4 GLASS 12 CBB COUNTER SECTION ei`4'6 SCALE: I" = 1' -0" GBB_COUNTERDW6 J ° • v r C; 0 O 0 0 0 0 8 \. / ENLARGED PLAN Vlllll_lA ACCENT WALL TILE REVIEWED FOR CODE COVED OMPLIANCE APP JUL 11 2,012 City of Tukwila BUILDING DIVISION r-- =7 P I�t A4.6 0 r J r F� F El C7 R..L 0 AT PO$ STATIO S PER 1YP. OF (3). INSTALL ELECTRIC Al W P03 LOG TIONS. PROV DE ALL A ID dABLL GROMMET IN COUNTER. i B Wr uti _1 __- TLE TY♦{. Off 3 1 j I i j PROV DE ADD TI ELEGTRJGAL} ROIL ELECTRICAL Lit'E OF COUNTER TOP L_ jj � INT RMEDIA�TE U}1DE�RGOUNTER 5L FURNISHED 4t INSTALLED 1BY KES f EXISTING MEN) VALANCE TO REMAIN �4b SCALE: 1/2" = I' -0" ORTS EXTENT OF ACCENT FLOOR FINISH h-TI N 0 N c1 0 i I- < '44 O REGISTERED ARCHITECT 1.1!CHARD 0. FREIHEIT STATE OF WASRINGTON E 24 42 tY C cl � D g v c o 1QQ 'L ) J O 0 n ; cv IV W V a m0 ry vQ�v mnN�-mm ��Ca yv.°Om mm O 71-2.4 _I:. � -w m O a,° om n mvci +N C -c o C o m L 2 onp com 7 U E C E � U E 3 _n p o O I 0 :::o O �oN v • a c o3ovoo .1 C L nac.rn.v . . z kno < IL I A PERk1IT CENTER °z I- GMU BEARING WALLS CULTURED STONE EXTERIOR FINISH ARCADE /ENTRY to tu I-- N 16501 SOUTHGENTER PARKWAY, TUKWILA, WA 98188 Al2 -140 - #04250 4.6 N SEED DETAILS (STOREFRONT 4 ENTRANCE SYSTEM) I. ALUMINUM FRAME, THERMALLY BROKEN WITH HEAD RECEIVER CHANNEL; FINISH TO MATCH EXISTING STOREFRONT SYSTEM. 2. I" INSULATED &LAZING - SEE EXT ELEVATIONS FOR LOCATION OF SAFETY GLASS (*) 3. PROVIDE FLASHING AT HEAD d SILL - CONTINUOUS SILICONE SEALANT, INSIDE AND OUT AT PERIMETER OF WINDOW FRAME. 4. PROVIDE 2 -PIECE METAL GAP ® SILL 5. GORIAN SILL AT INTERIOR PER INTERIOR DESIGN DRAWINGS. 6. VERTICAL GLAZING: ASSEMBLY MAX. U- FACTOR, U -0.40. ASSEMBLY MAX. SHGG 0.45. 'I. ENTRANCE DOORS: ASSEMBLY MAX. U- FACTOR, U-0.60. GENERAL DOOR NOTES: I. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION EGRESS. 2. THE OPENING FORCE OF ALL EXT. PUSH/FULL DOORS SHALL NOT EXCEED 8 1/2 LBS. 3. THE OPENING FORGE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 4. PROVIDE PANIC HARDWARE FOR ALL EXTERIOR POOR AS NOTED ON THE DOOR SCHEDULE 5. ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT 6RASPIN&, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. 6. ALL NEW STOREFRONT d DOORS TO HAVE FINISHES THAT MATCH EXISTING STOREFRONT FINISHES 7. DOOR 4 SUPPLIED BY FREEZER/ COOLER MAWFAGTURER 8. SEE ELEVATIONS 4 WALL SECTIONS DUI DOW SCE MARK TYPE SIZE (V.I.F) NOTES WI A 32' -0" X 5' -I" MATCH EXISTING WINDOW HEIGHT. 112 B 12' -IO" X 5' -I" MATCH EXISTING WINDOW HEIGHT. 113 C, 8' -0" X 8' -0" MATCH EXISTING WINDOW HEIGHT. ES ()d W 11 I L.L O 0 1 A 52'-O" (V.I.F,) \ \ - \ // // %% , 0 7 0 // f 0 0 NO REGISTERED Q.9CHITECT ,k ' �,- tfcHARD 0. FREIHEIT STATE OF WASHNGTON O. vtn 1 6 \ I2' -10" (V.I.F.) ow EC um .. i x \ \ — IL \ {^n W B QQc /( V. X \ W 117 RECEIvLo CITY OF TU MAY 2 5 2012 PERMIT CENTER U •° m _ _i V ` .F+ O °om2O0Oo a t- �*, v G 8I-0" (V.I.F.) ° 73 a° i eD v a o —� =vmmE 32 o a iti:hi p o ° (f) N o c.3�. °tea v v 0 °_..=�o-0 N a V 0 0 = p 4:f04-74e; vvc N +' y — v = _'5 E ao ill 13 0°yVC > =y t = 4) I \ \ (l T x ij ♦ �. REVIEWED FOR LNCE CpVED APPR JUL 11 2012 City of Tukwila BUILDING D (VISION L T In / \ ' , J \ �% \ � X . ` k is J .42 0 o 0 Q C. 1) U '° t-U,2ien°2CCA m p - 0 c Q 0) i, i ;� o ,m � +: Q°Om4) E 0 o�S,I2 o v n �+ a� c IL o L 3_•v o3 o�° E o,_ ® ' , < ..:. NUU �= p t Ot Nt )- 53 Q W h- _ Q O N N \ N X m 4 Q- 11 O N Q X Q X cz cZ CIS Q _1 v; 1 w _1 111 C) CZ CZ Z ,---, )— CL �-- Z i ON v r- >_y 111 Q LL o < 0 Z o o o _ Q o tk A F z 0 D o p 1 N d' Q O 0 0 Al2-140 - #04250 0 w A 6 4, 0 Ill 1 0 SCHEDULE STRUCTURAL NOTES GENERAL REQUIREMENTS & DESIGN CRITERIA BUILDING CODE & REFERENCE STANDARDS: THE "INTERNATIONAL BUILDING CODE ", 2009 EDITION, AS ADOPTED AND MODIFIED BY THE CITY OF TUKWILA, GOVERNS THE DESIGN AND CONSTRUCTION OF THIS PROJECT. REFERENCE TO A SPECIFIC SECTION IN THE CODE DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE ENTIRE MATERIALS REFERENCE STANDARDS NOTED BELOW. THE LATEST EDITION OF THE MATERIALS REFERENCE STANDARDS SHALL BE USED. ARCHITECTURAL DRAWINGS: REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION INCLUDING, BUT NOT LIMITED TO: DIMENSIONS, ELEVATIONS, SLOPES, DOOR AND WINDOW OPENINGS, NON- BEARING WALLS, CURTAIN WALLS, STAIRS, ELEVATORS, CURBS, DRAINS, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES AND OTHER NONSTRUCTURAL ITEMS. STRUCTURAL RESPONSIBILITIES: THE SER IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE PRIMARY STRUCTURE IN ITS COMPLETED STATE. CONTRACTOR RESPONSIBILITIES: THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND ALL JOB RELATED SAFETY STANDARDS SUCH AS OSHA. THE CONTRACTOR IS RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING CONSTRUCTION AND SHALL PROVIDE TEMPORARY SHORING, BRACING AND OTHER ELEMENTS REQUIRED TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH THE WORK REQUIRED IN THE CONSTRUCTION DOCUMENTS AND THE REQUIREMENTS FOR EXECUTING IT PROPERLY. DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN THESE GENERAL NOTES, THE CONTRACT DRAWINGS AND SPECIFICATIONS, AND /OR REFERENCE STANDARDS, THE ENGINEER SHALL DETERMINE WHICH SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. SITE VERIFICATION: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO FABRICATION AND /OR CONSTRUCTION. CONFLICTS BETWEEN THE DRAWINGS AND ACTUAL SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. ALL UNDERGROUND UTILITIES SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO EXCAVATION OR DRILLING. CONSTRUCTION LOADS: LOADS ON THE STRUCTURE DURING CONSTRUCTION SHALL NOT EXCEED THE DESIGN LOADS OR THE CAPACITY OF THE PARTIALLY COMPLETED CONSTRUCTION. WIND DESIGN: BASIC WIND SPEED (3- SECOND GUST), V = 85 MPH; WIND IMPORTANCE FACTOR, IW = 1.0; OCCUPANCY CATEGORY = II; EXPOSURE CATEGORY - B SEISMIC DESIGN: SEISMIC IMPORTANCE FACTOR IE = 1.0; OCCUPANCY CATEGORY = II; SS = 1.429; S1 = 0.489; SITE CLASS = D; SDS = 0.953; SD1 = 0.493; SEISMIC DESIGN CATEGORY = D SNOW LOAD: GROUND SNOW LOAD, PG = 20 PSF; FLAT ROOF SNOW LOAD, PF = 25 PSF SNOW EXPOSURE FACTOR, CE = 1.0; SNOW IMPORTANCE FACTOR, IS = 1.0; THERMAL FACTOR, CT = 1.0. LIVE LOADS: ROOF (LIVE) ROOF (SNOW) FLOOR 40 PSF 25 PSF 100 PSF INSPECTIONS: ALL CONSTRUCTION IS SUBJECT TO INSPECTION BY THE BUILDING OFFICIAL IN ACCORDANCE WITH IBC SEC 109. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS WITH THE BUILDING OFFICIAL. SUBMIT COPIES OF ALL INSPECTION REPORTS TO THE ENGINEER FOR REVIEW. STATEMENT OF SPECIAL INSPECTIONS: REFERENCE PLANS FOR THE STATEMENT OF SPECIAL INSPECTIONS FOR THIS PROJECT CONTAINING ALL INSPECTION, SPECIAL INSPECTION, AND STRUCTURAL OBSERVATION REQUIREMENTS PER IBC CHAPTER 17. PREFABRICATED CONSTRUCTION: ALL PREFABRICATED CONSTRUCTION SHALL CONFORM TO IBC SEC 1703.7. SOILS AND FOUNDATIONS REFERENCE STANDARDS: CONFORM TO IBC CHAPTER 18 "SOILS AND FOUNDATIONS." DESIGN SOIL VALUES: ALLOWABLE BEARING PRESSURE 2000 PSF (ASSUMED PER ORIGINAL DRAWINGS) SLABS -ON -GRADE & FOUNDATIONS: ALL FOUNDATIONS SHALL BEAR ON STRUCTURAL COMPACTED FILL OR COMPETENT NATIVE SOIL PER THE GEOTECHNICAL REPORT. ALL SLABS -ON -GRADE SHALL BE FOUNDED ON APPROPRIATE SUB- GRADE PREPARATION AS NOTED IN THE GEOTECHNICAL REPORT. EXTERIOR PERIMETER FOOTINGS SHALL BEAR NOT LESS THAN 1' -6" BELOW FINISH GRADE, OR BY THE GEOTECHNICAL ENGINEER AND THE BUILDING OFFICIAL. INTERIOR FOOTINGS SHALL BEAR NOT LESS THAN 12 INCHES BELOW FINISH FLOOR. FOUNDATION STEM WALLS: UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MAXIMUM UNBALANCED SOIL CONDITION FOR ALL FOUNDATION STEM WALLS (DIFFERENCE IN ELEVATION BETWEEN INTERIOR & EXTERIOR SOIL GRADES) SHALL BE 2' -6 ". MAINTAIN A MINIMUM 8" SEPARATION BETWEEN FINISH GRADE & UNTREATED WOOD FRAMING. BACKFILLING: BACKFILL BEHIND FOUNDATION WALLS SHALL BE OF FREE- DRAINING MATERIAL PLACED IN MAXIMUM LOOSE LIFTS OF 12 ". BACKFILL SHALL BE COMPACTED USING HAND- OPERATED EQUIPMENT ONLY. THE CONTRACTOR SHALL REFRAIN FROM OPERATING HEAVY EQUIPMENT BEHIND RETAINING Sc FOUNDATION WALLS WITHIN A DISTANCE EQUAL TO OR GREATER THAN THE HEIGHT OF THE WALL, UNLESS OTHERWISE APPROVED BY THE ENGINEER. COMPACTION: UNLESS OTHERWISE SPECIFIED BY A GEOTECHNICAL ENGINEER, FOOTINGS SHALL BE PLACED ON COMPACTED MATERIAL AND SHALL BE WELL- GRADED GRANULAR MATERIAL WITH NO MORE THAN 5% PASSING A #2 SIEVE. FILLS PLACED SHALL BE IN MAXIMUM 8" LIFTS AND ALL BEARING SOILS SHALL BE COMPACTED TO 95% MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT USING THE MODIFIED PROCTOR TEST. CAST -IN -PLACE CONCRETE REFERENCE STANDARDS: CONFORM TO: (1) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY ". (2) IBC CHAPTER 19. FIELD REFERENCE: THE CONTRACTOR SHALL KEEP A COPY OF ACI FIELD REFERENCE MANUAL, SP -15, "STANDARD SPECIFICATIONS FOR ' STRUCTURAL CONCRETE (ACI 301) WITH SELECTED ACI AND ASTM REFERENCES." CONCRETE MIXTURES: CONFORM TO ACI 318 CHAPTER 5 "CONCRETE QUALITY, MIXING, AND PLACING." MATERIALS: CONFORM TO ACI 318 CHAPTER 3 "MATERIALS" FOR REQUIREMENTS FOR CEMENTITIOUS MATERIALS, AGGREGATES, MIXING WATER AND ADMIXTURES. SUBMITTALS: PROVIDE ALL SUBMITTALS REQUIRED BY ACI 301 SEC 4.1.2. SUBMIT MIX DESIGNS FOR EACH MIX IN THE TABLE BELOW. MEMBER TYPE /LOCATION FOUNDATIONS WALLS EXTENDING ABOVE GRADE EXTERIOR SLABS -ON -GRADE 3000 INTERIOR SLABS -ON -GRADE 3000 STRENGTH (PSI) 3000 TABLE OF MIX DESIGN REQUIREMENTS TEST AGE MAXIMUM MAXIMUM (DAYS) AGGREGATE W/C RATIO 28 1' 0.52 28 28 1" 1" AIR CONTENT 0.48 5% 0.48 MIX DESIGN NOTES: (1) W/C RATIO: WATER - CEMENTITIOUS MATERIAL RATIOS SHALL BE BASED ON THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS. RATIOS NOT SHOWN IN THE TABLE ABOVE ARE CONTROLLED BY STRENGTH REQUIREMENTS. (2) CEMENTITIOUS CONTENT: THE USE OF FLY ASH, OTHER POZZOLANS, SILICA FUME, OR SLAG SHALL CONFORM TO ACI 301 SEC 4.2.2.8.B. MAXIMUM AMOUNT OF FLY ASH SHALL BE 20% OF TOTAL CEMENTITIOUS CONTENT UNLESS REVIEWED AND APPROVED OTHERWISE BY SER. (3) AIR CONTENT: CONFORM TO ACI 301 SEC 4.2.2.4. HORIZONTAL EXTERIOR SURFACES IN CONTACT WITH THE SOIL REQUIRE ENTRAINED AIR. USE "MODERATE EXPOSURE ". VERTICAL EXTERIOR SURFACES REQUIRE "MODERATE EXPOSURE ". TOLERANCE IS +/- 1 -1/2 %. AIR CONTENT SHALL BE MEASURED AT POINT OF PLACEMENT. (4) SLUMP: CONFORM TO ACI 301 SEC 4.2.2.2. SLUMP SHALL BE DETERMINED AT POINT OF PLACEMENT. (5) NON - CHLORIDE ACCELERATOR: NON - CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50F AT THE CONTRACTOR'S OPTION. HANDLING, PLACING, CONSTRUCTING AND CURING: CONFORM TO ACI 301 SEC 5. CONSTRUCTION JOINTS: CONFORM TO ACI 301 SEC 2.2.2.5, 5.1.2.3A, 5.2.2.1, AND 5.3.2.6. CONSTRUCTION JOINTS SHALL BE LOCATED & DETAILED AS ON THE CONSTRUCTION DRAWINGS. USE OF AN ACCEPTABLE ADHESIVE, SURFACE RETARDER, PORTLAND CEMENT GROUT, OR ROUGHENING THE SURFACE IS NOT REQUIRED UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. WHERE SHEAR BOND IS REQUIRED, ROUGHEN SURFACES TO 1/4" AMPLITUDE. EMBEDDED ITEMS: POSITION AND SECURE IN PLACE EXPANSION JOINT MATERIAL, ANCHORS AND OTHER STRUCTURAL & NON- STRUCTURAL EMBEDDED ITEMS BEFORE PLACING CONCRETE. CONTRACTOR SHALL REFER TO MECHANICAL, ELECTRICAL; PLUMBING & ARCHITECTURAL DRAWINGS & COORDINATE ALL OTHER EMBEDDED ITEMS. GROUT: USE 3000 PSI NON- SHRINK GROUT FOR COLUMN BASE PLATES. CONCRETE REINFORCEMENT REFERENCE STANDARDS: CONFORM TO: (1) ACI 301 "STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE ", SEC 3 "REINFORCEMENT AND REINFORCEMENT SUPPORTS." (2) ACI SP -66 "ACI DETAILING MANUAL" INCLUDING ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." (3) CRSI MSP -2 "MANUAL OF STANDARD PRACTICE." (4) ANSI /AWS D1.4 "STRUCTURAL WELDING CODE - REINFORCING STEEL. (5) IBC CHAPTER 19, CONCRETE. (6) ACI 318 AND ACI 318R. CONCRETE COVER: CONFORM TO THE FOLLOWING COVER REQUIREMENTS FROM ACI 301, TABLE 3.3.2.3: CONCRETE CAST AGAINST EARTH 3" CONCRETE EXPOSED TO EARTH OR WEATHER ( #5 & SMALLER) 1 -1/2" SPLICES: CONFORM TO ACI 301, SEC 3.3.2.7. REFER TO "LAP SPLICE SCHEDULE" OR PLANS FOR TYPICAL SPLICES. THE SPLICES INDICATED ON INDIVIDUAL SHEETS CONTROL OVER THE SCHEDULE. USE CLASS B SPLICES UNLESS OTHERWISE NOTED. MECHANICAL CONNECTIONS MAY BE USED WHEN APPROVED BY THE ENGINEER. FIELD BENDING: CONFORM TO ACI 301 SEC 3.3.2.8. "FIELD BENDING OR STRAIGHTENING." BAR SIZES #3 THROUGH #5 MAY BE FIELD BENT COLD THE FIRST TIME. OTHER BARS REQUIRE PREHEATING. DO NOT TWIST BARS. CORNERS BARS: PROVIDE MATCHING -SIZED "L" CORNER BARS FOR ALL HORIZONTAL WALL AND FOOTING BARS WITH THE APPROPRIATE SPLICE LENGTH, UNO. STRUCTURAL STEEL DESIGN STANDARDS: STRUCTURAL STEEL FOR THIS PROJECT IS DESIGNED IN ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, THIRTEENTH EDITION. REFERENCE STANDARDS: CONFORM TO: AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." SUBMITTALS: (1) SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH AISC SPECIFICATION SEC M1 "SHOP DRAWINGS." (2) SUBMIT WELDER'S CERTIFICATES VERIFYING QUALIFICATION WITHIN PAST 12 MONTHS. MATERIALS: STRUCTURAL WF SHAPES BARS & PLATES HSS STRUCTURAL TUBING BOLTS NUTS THREADED RODS WELDING ELECTRODES EXPANSION ANCHORS ADHESIVE ANCHORS CONCRETE SCREWS ASTM A992, FY = 50 KSI ASTM A36, FY = 36 KSI ASTM A500, GRADE B, FY = 46 KSI ASTM A325 ASTM A563 OR ASTM A194, GRADE 2H ASTM A36, FY = 36 KSI E70XX HILTI OR SIMPSON HILTI HY -150 MAX OR SIMPSON SET SIMPSON TITEN HD WELDING: CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH REQUIREMENTS. USE E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. ANCHORS: EXPANSION & ADHESIVE ANCHORS SHALL BE AS SPECIFIED OR SER APPROVED EQUAL WITH CURRENT ICC REPORT. INSTALL ANCHORS IN STRICT ACCORDANCE TO ICC REPORT AND MANUFACTURERS INSTRUCTIONS. FABRICATION /ERECTION: CONFORM TO AISC SPECIFICATION SEC M2 "FABRICATION ", AISC CODE SEC 6 "FABRICATION AND DELIVERY" AND AISC CODE SEC 8 "QUALITY CONTROL." SHOP PAINTING: CONFORM TO AISC SPECIFICATION SEC M3 AND AISC CODE SEC 6.5. DO NOT PAINT STEEL TO BE EMBEDDED IN CONCRETE, FIREPROOFED, OR CONCEALED BY THE INTERIOR BUILDING FINISH. DO NOT PAINT SURFACES TO BE FIELD WELDED. ALL OTHER INTERIOR STEEL SHALL BE PAINTED WITH ONE COAT OF GREY SHOP PRIMER. FIELD TOUCH -UP PAINTING SHALL BE WITH PRIMER FOR EXPOSED INTERIOR SURFACES. ERECTION: CONFORM TO AISC SPECIFICATION SEC M4 "ERECTION" AND AISC CODE SEC 7 "ERECTION." STEEL WORK SHALL BE CARRIED UP TRUE AND PLUMB WITHIN THE LIMITS DEFINED IN AISC CODE SEC 7.11. BRACING: THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING BY AISC SPECIFICATION SEC M4.2 "BRACING" AND AISC CODE SEC 7.9 "TEMPORARY SUPPORT OF STRUCTURAL STEEL FRAMES." WOOD FRAMING REFERENCE STANDARDS: CONFORM TO: (1) IBC CHAPTER 23 "WOOD ", (2) NDS AND NDS SUPPLEMENT "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION ", (3) ANSI /TPI 1 "NATIONAL DESIGN STANDARD FOR METAL - PLATE - CONNECTED WOOD TRUSS CONSTRUCTION ", (4) APA REPORT T98 -22 - "NAIL PENETRATION AND FRAMING SPECIFIC GRAVITY FACTORS FOR SHEAR WALLS AND DIAPHRAGMS ". IDENTIFICATION: ALL SAWN LUMBER AND PRE- MANUFACTURED WOOD PRODUCTS SHALL BE IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY THE CERTIFYING AGENCY. MATERIALS: - SAWN LUMBER: CONFORM TO GRADING RULES OF WWPA, WCLIB OR NLGA. FINGER JOINTED STUDS ACCEPTABLE AT INTERIOR WALLS ONLY. MEMBER USE SIZE SPECIES GRADE STUDS & POSTS 2X, 4X HEM -FIR NO. 2 JOISTS 2X6 - 2X12 HEM -FIR NO. 2 BEAMS 4X8 4X12 HEM -FIR NO. 2 BEAMS 6X8 6X12 HEM -FIR NO. 1 POSTS & TIMBERS 6X, 8X DOUG -FIR NO. 1 - GLUED LAMINATED TIMBER: CONFORM TO AITC 117 "STANDARD SPECIFICATIONS FOR STRUCTURAL GLUE - LAMINATED TIMBER OF SOFTWOOD SPECIES, MANUFACTURING AND DESIGN" AND ANSI /AITC A190.1 "STRUCTURAL GLUED LAMINATED TIMBER." CAMBER ALL GLUED LAMINATED MEMBERS BEAMS TO 2000' RADIUS, UNLESS SHOWN OTHERWISE ON THE PLANS. MEMBER USE SIZES SPECIES STRESS CLASS USES BEAMS ALL DF /DF 24F -1.8E SIMPLE SPANS WOOD STRUCTURAL SHEATHING (PLYWOOD): WOOD APA -RATED STRUCTURAL SHEATHING INCLUDES: ALL VENEER PLYWOOD, ORIENTED STRAND BOARD, WAFERBOARD, PARTICLEBOARD, T1 -11 SIDING, AND COMPOSITES OF VENEER AND WOOD BASED MATERIAL. CONFORM TO PRODUCT STANDARDS PS -1 AND PS -2 OF THE U.S. DEPT. OF COMMERCE AND THE AMERICAN PLYWOOD ASSOCIATION (APA). MINIMUM APA RATING LOCATION THICKNESS SPAN RATING PLYWOOD GRADE EXPOSURE ROOF 15/32" 32/16 C -D 1 WALLS 15/32" 32/16 C -D 1 - NAILS AND STAPLES: CONFORM TO IBC SEC 2303.6 "NAILS AND STAPLES." UNLESS NOTED ON PLANS, NAIL PER IBC TABLE 2304.9.1. UNLESS NOTED OTHERWISE ALL NAILS SHALL BE COMMON. NAIL SIZES SPECIFIED ON THE DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: SIZE LENGTH DIAMETER 8D 2 -1/2" 0.131" 10D 3" 0.148" 12D (16D SINKER) 3 -1/4" 0.148" 16D 3 -1/2" 0.162" LAG BOLTS /BOLTS: CONFORM TO ASTM A307. WOOD HOLDOWN SYSTEMS: HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON ANCHOR TIE -DOWN CO., INC. ADDITIONAL FRAMING MEMBERS SHALL BE PROVIDED PER THE SYSTEM REQUIREMENTS. ACCEPTABLE EQUIVALENT PRODUCT SUBSTITUTIONS ARE AVAILABLE FROM OTHER MANUFACTURERS WITH SER APPROVAL. NAILING REQUIREMENTS: PROVIDE MINIMUM NAILING IN ACCORDANCE WITH IBC TABLE 2304.9.1 "FASTENING SCHEDULE" EXCEPT AS NOTED ON THE DRAWINGS. NAILING FOR ROOF /FLOOR DIAPHRAGMS /SHEAR WALLS SHALL BE PER DRAWINGS. NAILS SHALL BE DRIVEN FLUSH AND SHALL NOT FRACTURE THE SURFACE OF SHEATHING. STANDARD LIGHT -FRAME CONSTRUCTION: UNLESS NOTED ON THE PLANS, CONSTRUCTION SHALL CONFORM TO IBC SEC 2308 "CONVENTIONAL LIGHT -FRAME CONSTRUCTION" AND IBC SEC 2304 "GENERAL CONSTRUCTION REQUIREMENTS." (1) WALL FRAMING: UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS SHALL BE 2X4 @ 16 "OC & ALL EXTERIOR WALLS SHALL BE 2X6 @ 16 "OC. PROVIDE (2)BUNDLED STUDS MIN AT WALL ENDS & EACH SIDE OF ALL OPENINGS. UNO, ALL SOLID SAWN LUMBER HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1)TRIM & (1)KING STUD & ALL GLULAM OR ENGINEERED WOOD HEADERS BY (2)TRIM & (2)KING STUDS. AT FRAMED WALLS, UNO, ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED ON A MINIMUM OF (2) BUNDLED 2X STUDS & ALL GLULAM OR ENGINEERED WOOD BEAMS ON A MINIMUM OF (3) BUNDLED 2X STUDS. STITCH -NAIL BUNDLED STUDS WITH (2)10D @ 12 "OC. UNO, ALL INTERIOR & EXTERIOR HEADERS SHALL BE 4X6. PROVIDE SOLID BLOCKING THRU FLOORS TO SUPPORTS BELOW FOR BEARING WALLS & POSTS. UNO, ATTACH BOTTOM PLATES OF STUD WALLS TO WOOD FRAMING BELOW WITH 16D @ 12 "OC OR TO CONCRETE WITH 5 /8 " -DIA. ANCHOR BOLTS X 7" EMBEDMENT AT 48 "OC. REFER TO SHEAR WALL SCHEDULE FOR SPECIFIC SHEATHING, STUD, & NAILING REQUIREMENTS AT SHEAR WALLS. UNO, PROVIDE GYPSUM SHEATHING ON INTERIOR SURFACES AND PLYWOOD SHEATHING ON EXTERIOR SURFACES. (2) ROOF /FLOOR FRAMING: UNLESS OTHERWISE NOTED, PROVIDE DOUBLE JOISTS /RAFTERS UNDER ALL PARALLEL BEARING PARTITIONS AND SOLID BLOCKING AT ALL BEARING POINTS. PROVIDE DOUBLE JOISTS AROUND ALL ROOF /FLOOR OPENINGS. UNO, MULTI - JOISTS /RAFTERS SHALL BE STITCH - NAILED TOGETHER WITH (2)100 @ 12 "OC. PROVIDE ROOF SHEATHING EDGE CLIPS CENTERED BETWEEN FRAMING AT UNBLOCKED PLYWOOD EDGES. ALL FLOOR SHEATHING SHALL HAVE TONGUE AND GROOVE JOINTS OR BE SUPPORTED BY SOLID BLOCKING. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF ROOF /FLOOR SHEATHING. ROOF /FLOOR SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS. MOISTURE CONTENT: WOOD MATERIAL USED FOR THIS PROJECT SHALL HAVE MAXIMUM MOISTURE CONTENT OF 19% EXCEPT FOR THE PRESSURE - TREATED WOOD SILL PLATE. PRESERVATIVE TREATMENT: WOOD MATERIALS ARE REQUIRED TO BE "TREATED WOOD" UNDER CERTAIN CONDITIONS IN ACCORDANCE WITH IBC SEC 2304.11 "PROTECTION AGAINST DECAY & TERMITES ". CONFORM TO THE APPROPRIATE STANDARDS OF THE AMERICAN WOOD- PRESERVERS ASSOCIATION (AWPA) FOR SAWN LUMBER, GLUED LAMINATED TIMBER, ROUND POLES, WOOD PILES & MARINE PILES. FOLLOW AMERICAN LUMBER STANDARDS COMMITTEE (ALSC) QUALITY ASSURANCE PROCEDURES. PRODUCTS SHALL BEAR THE APPROPRIATE MARK. METAL CONNECTORS /PT WOOD: DEI RECOMMENDS THAT ALL METAL HARDWARE & FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER BE STAINLESS STEEL TYPE 316L. AT THE OWNER'S RISK & DISCRETION, HOT- DIPPED GALVANIZED METAL HARDWARE AND FASTENERS MAY BE INVESTIGATED FOR USE IN LIEU OF STAINLESS STEEL PROVIDED THAT THE FINISH HAS A MINIMUM ZINC CONTENT OF AT LEAST 1.85 OZ /SF AND ITS USE IS COORDINATED BY THE CONTRACTOR AND WOOD SUPPLIER FOR THE EXPECTED ENVIRONMENT AND MOISTURE EXPOSURE FOR APPROPRIATE USE BASED ON THE METHOD OF PRESERVATIVE TREATMENT OF THE WOOD. MASONRY VENEER ANCHORS: ANCHOR TIES SHALL BE THE DUR -O -WAL SEISMIC ANCHORS. ANCHOR TIES SHALL BE MADE OF 14 -GAGE OR 12 -GAGE GALVANIZED METAL THAT SHALL BE DESIGNED TO ATTACH: - TO THE FACE OF CMU OR CONCRETE WITH D/A 5213S ANCHORS TO STEEL STUD, WOOD STUD OR STEEL FRAMES WITH D/A 213S OR D/A 431 ANCHORS; ANCHORS SHALL HAVE 12 -GAGE OR 11 -GAGE PINTLES WITH SHEAR LUGS TO HOLD PENCIL ROD OR #9 WIRE VENEER REINFORCEMENT. PINTLES SHALL EXTEND MINIMUM 1-1/2" INTO THE VENEER. ANCHORS SHALL ADJUST 1 -1/4" UP OR DOWN TO ALLOW FOR DIFFERENT COURSE HEIGHTS AND SHALL ALLOW AT LEAST 1/2" HORIZONTAL IN -PLANE MOVEMENT TO ACCOMMODATE EXPANSION & CONTRACTION. PROVIDE EITHER A STANDARD HOT - DIPPED GALVANIZED FINISH (1.5 OZ /SF ZINC) OR 304 STAINLESS STEEL FINISH, WHICHEVER IS REQUIRED FOR THE PROJECT. PROVIDE 2 SCREWS AT EACH ANCHOR FOR THE STUD APPLICATIONS: USE D/A 807 FOR STEEL, D/A 808 FOR WOOD, D/A 995 OR SPECIAL 1/4" EXPANSION BOLT (HILTI OR EQUAL) FOR CONCRETE OR MASONRY RETROFIT APPLICATIONS. REINFORCED MASONRY REFERENCE STANDARDS: CONFORM TO: (1) IBC CHAPTER 21 "MASONRY." (2) ACI 530 /ASCE 5 /TMS 402 "SPECIFICATION FOR MASONRY STRUCTURES." SUBMITTALS: CONFORM TO ACI 530 SEC 1.5. SUBMIT SHOP DRAWINGS FOR REVIEW INCLUDING: (1) MASONRY REINFORCEMENT, SIZE, LAYOUT, AND GRADE IN ACCORDANCE WITH ACI 530 SEC 1.5.8,6 AND CERTIFICATES OF COMPLIANCE IN ACCORDANCE WITH ACI 530 SEC 1.5.B.7. (2) TEST REPORTS FOR MASONRY PRISMS, BLOCK, MORTAR AND GROUT. STRENGTH. THE ASSUMED STRENGTH OF THE MASONRY ASSEMBLAGE, F'M, IS 1,500 PSI BASED ON IBC SEC 2105.2.2.1 "UNIT STRENGTH METHOD ". QUALITY ASSURANCE: CONFORM TO IBC SEC 2105 "QUALITY ASSURANCE" AND CHAPTER 35 "REFERENCE STANDARDS." (1) MASONRY UNITS: TEST UNITS FOR COMPRESSIVE STRENGTH PRIOR TO CONSTRUCTION AND FOR EVERY 5000 SF OF WALL AREA DURING CONSTRUCTION IN ACCORDANCE WITH ASTM C140. (2) MORTAR: MORTAR SHALL COMPLY WITH THE MORTAR TYPE SPECIFIED IN IBC TABLE 2105.2.2.1.2. (3) GROUT: NO TESTING IS REQUIRED. MATERIALS: (1) CONCRETE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N -1, MEDIUM WEIGHT (APPROX. 115 PCF). PROVIDE 1900 PSI UNIT COMPRESSIVE STRENGTH TO ACHIEVE MASONRY ASSEMBLY STRENGTH INDICATED ABOVE UNDER STRENGTH. (2) SPLIT -FACE MASONRY UNITS: CONFORM TO ASTM C90, GRADE N -1, MEDIUM WEIGHT (APPROX 115 PCF). PROVIDE [1900] PSI NET AREA COMPRESSIVE STRENGTH TO ACHIEVE MASONRY ASSEMBLY STRENGTH INDICATED ABOVE UNDER STRENGTH. UNITS SHALL CONTAIN RECOMMENDED AMOUNT OF ADDITIVE "DRY - BLOCK" OR EQUIVALENT. MORTAR: CONFORM TO ASTM C270, AND ARTICLES 2.1 AND 2.6 A OF TMS602 /ACE530.1 /ASCE6. GROUT: SHALL COMPLY WITH ARTICLE 2.2 OF TMS 602/ ACI530.1/ ASCE6. USE FINE GROUT. REINFORCING BARS: CONFORM TO ASTM A615, GRADE 60, DEFORMED BARS UNLESS NOTED. LAP BARS 48 DIAMETERS AT SPLICES MINIMUM OR AS NOTED ON PLANS. PLACE IN ACCORDANCE WITH ARTICLE 3.4 OF TMS 602/ ACI 530.1 /ASCE 6. JOINT REINFORCEMENT: CONFORM TO ASTM A951 AND ARTICLE 3.4 OF TMS 602/ ACI 530.1 /ASCE 6. (3) (4) (5) (7) ANCHOR TIES: CONSULT ARCHITECTURAL DRAWINGS FOR MASONRY ANCHOR TIES NOT INCLUDED ON THE STRUCTURAL DRAWINGS. CONSTRUCTION: MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH IBC SEC 2104 "CONSTRUCTION ", AND ACI 530.1 PART 3 "EXECUTION." BLOCK PATTERN: USE RUNNING BOND. SPECIAL INSPECTION: SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH IBC SEC 1704.5. THE SPECIAL INSPECTION PROGRAM SHALL COMPLY WITH IBC TABLE 1704.5.1. MASONRY REINFORCING STEEL: REINFORCING SHALL CONFORM TO TMS 602 ARTICLE 2.4A. DEFORMED BARS SHALL BE GRADE 60 UNLESS OTHERWISE NOTED, AND SHALL BE SECURELY PLACED IN ACCORDANCE WITH TMS 602 ARTICLE 3.4. UNLESS OTHERWISE NOTED ON THE PLANS, THE MINIMUM WALL REINFORCEMENT SHALL BE AS FOLLOWS: HORIZONTAL BARS WALL THICKNESS VERTICAL BARS RUNNING BOND STACK BOND 8" #5 @16 "0C (2) #4 @32 "OC N/A BOND BEAMS WITH HORIZONTAL BAR OR BARS SHALL BE PROVIDED AT 32 "OC AND AT ALL FLOOR AND ROOF LINES AND AT THE TOP OF THE WALL. PROVIDE A BOND BEAM WITH HORIZONTAL BAR OR BARS OVER ALL OPENINGS, AND EXTEND THESE BARS 2' -0" PAST THE OPENING AT EACH SIDE. PROVIDE A BAR OR BARS VERTICALLY FOR THE FULL HEIGHT OF THE WALL AT EACH SIDE OF OPENINGS, WALL ENDS AND INTERSECTIONS. DOWELS TO MASONRY WALLS SHALL BE EMBEDDED A MINIMUM OF 1' -6" OR HOOKED INTO THE SUPPORTING STRUCTURE AND BE OF THE SAME SIZE AND SPACING AS WALL REINFORCING. REINFORCING STEEL SHALL BE AS SPECIFIED UNDER "MASONRY REINFORCING STEEL." PROVIDE CORNER BARS TO MATCH THE HORIZONTAL WALL REINFORCING AT WALL INTERSECTIONS. ALL BARS SHALL BE LAPPED A MINIMUM 48 DIAMETERS OR 1' -6" MINIMUM UNLESS NOTED ON THE PLANS. GROUTED CELLS: FILL ALL CELLS WITH GROUT AT MAXIMUM 5' -O" LIFTS, UNLESS NOTED OTHERWISE. t7ft REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION WOOD- FRAMED SHEAR WALL SCHEDULE-- FOR HEM- FIR/DOUG -FIR STUD FRAMING SINGLE -SIDED SHEAR WALLS SW TYPE SW SHEATHING APA -RATED NAIL SIZE & SPACING @ PANEL EDGES (2,3,4,6) NOMINAL MEMBER SIZE BLOCKING & STUDS @ ADJOINING PANEL EDGES (1) SILL PLATE REQUIREMENTS AT FOUNDATION (12) RIM JOIST OR BLOCKING ATTACHMENT TO SW TOP PLATE 510 ; LTP5 = 450 = A35 ( 450#; 510#) (9) BOTTOM PLATE & SHEAR BLOCKING ATTACHMENT (5,13) SHEAR LOAD CAPACITY (PLF) SHEAR NAILING TO WOOD FRAMING (7) ANCHOR BOLT TO CONCRETE FOUNDATION SEISMIC WIND SW6 15/32" CD -EXT11 8d @ 6 "OC 2x P.T. 2x LTP5 (EXTERIOR) @ 18 "0C ALT: A35 (INTERIOR) @ 16 "0C 16d @ 6 "OC 5/”0 @ 48 "OC 8 240 335 NOTES: 1. 2x OR 3x BLOCKING MEMBER PER SCHEDULE IS REQUIRED AT ALL ABUTTING SHEATHING PANEL EDGES. 2. PANEL EDGE NAILING APPLIES TO ALL PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING W/ NAILS @ 12 "OC. 3. WALL STUDS AND BLOCKING AT ABUTTING PANEL EDGES AND SILL PLATES WHERE PANEL EDGE NAILING IS 8d NAILS @ 3 "OC OR LESS, OR 10d NAILS @ 4 "OC OR LESS, SHALL BE 3" NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED BETWEEN PANELS ALONG PANEL EDGES. 4. WHERE PANELS ARE APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6 "OC, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING MEMBERS SHALL BE 3" NOMINAL OR WIDER. NAILS ON EACH SIDE SHALL BE STAGGERED. WHERE PANELS ARE OFFSET, REFER TO NOTE (2). 5. ANCHOR BOLTS SHALL BE EMBEDDED INTO CONCRETE 10" AND SHALL BE PROVIDED WITH 3/1 6'x3 "x3" STEEL PLATE WASHER AT ALL ANCHOR BOLTS. ANCHOR BOLTS USED FOR HOLDOWNS MAY ALSO BE CONSIDERED AS SILL PLATE ANCHOR BOLTS PROVIDED THAT THE PLATE WASHERS AND ADDITIONAL NUT ARE PROVIDED AND INSTALLED PRIOR TO THE HOLDOWN HARDWARE. 6. WALL CAPACITIES ARE BASED ON 8d COMMON (0.131 "0 x 21/2" LONG) OR 8d GALV BOX (0.113 "0 x 21/2 ") OR 10d COMMON (0.148 "0 x 3" LONG) AND 10d GALV BOX (0.128 "0 x 3 ") NAILS APPLIED DIRECTLY TO FRAMING THROUGH SHEATHING. IF NAILS ARE TO BE DRIVEN THROUGH A LAYER OF GYPSUM SHEATHING IN ADDITION TO THE SHEATHING, CONTACT DEI FOR REVISED SHEAR WALL DESIGNS. WOOD- FRAMED SHEAR WALL SCHEDULE SCALE: NONE 7. WHERE BOTTOM PLATE ATTACHMENT SPECIFIES (2) ROWS OF NAILS, PROVIDE DOUBLE JOIST OR BLOCKING BELOW. IN ALL CASES, STAGGER NAILS IN ROWS 13/4" APART MINIMUM. 8. MAXIMUM SHEARWALL STUD SPACING IS 16 "OC. 9. LTP5 METAL HARDWARE SHALL BE INSTALLED WITH THE LONG DIMENSION HORIZONTAL AND STAGGERED WHERE USED WITH A35 HARDWARE. IN LIEU OF PROVIDING METAL HARDWARE CONNECTORS FOR RIM JOIST TO TOP PLATE CONNECTION, SHEATHING MAY BE SPLICED AT THE RIM BOARD ELEVATION WITH PANEL EDGE NAILING EACH SIDE OF THE SPLICE. 10. ALL METAL HARDWARE, WASHERS, AND ANCHOR BOLTS IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER SHALL HAVE A HOT- DIPPED GALVANIZED (MIN THICKNESS OF 0.90 OZ /SF), SIMPSON "ZMAX ", OR STAINLESS STEEL FINISH. 11. 7/16" OSB SHEATHING MAY BE SUBSTITUTED FOR 15/32" PLYWOOD SHEATHING WITH NO REDUCTION IN CAPACITY FOR THESE CASES ONLY. *12. TYPICAL SOLE PLATE NAILS SHALL BE (2)16d EACH STUD. WHERE 3x BOTTOM PLATES ARE SPECIFIED, USE (2)20d SOLE PLATE SPIKES EACH STUD. SOLE PLATE NAILS SHALL BE GALVANIZED IF USING PRESSURE TREATED PLATES. *13. PROVIDE A MINIMUM OF (2) SILL PLATE ANCHOR BOLTS EACH SHEAR WALL PANEL, (1) AT EACH END OF RECEIVED WALL. BUILDING DEPARTMENT COMMENT RESPONSE 0 N M BUILDING PERMIT SUBMITTAL N 0 N U, LEGAL CLEARANCE N 0 N 00 U, DESCRIPTION I- 0 w cc (5 z to LU uu z C'3 W m o .I CO r§. a a 0 J J © 2010 McDonald's USA, PREPARED FOR: Q M T. 8 U) 0) 2 C RI co 0 r- O co �t (D ._ rt N' O. it lot< 7s/ w N Ww co ata M <w -IJ6 m0fr <wz m-5 w cr m 0 w N od.00mo m i.oc :CI: •cddO C)•3 r J �Q o �a�v J a `O dt So IS `- t°,4"1 c c.o 6 d 0 0�3 m Q aw- 0. . coic -dam; v 4: °' CO .n E •- - ..c c o �/i ULoC'rna V c O C . m o, 2 o 0 3 0 in mvo�v E•'�c u 02 C V c C G) O al 0 ° m c to a) J • COOd 0 O L 119-49 dl : € O� V C oOS°1 E ♦ 0 7 I0 ' U �1/ °mL ,0 2 "+. aci «w v+av 0 O 0.000E v ,.�, o .. •0 0) c '�5u)5 No ao�rnco> t o LoEt,2 ►- a3w c: a) W O cn - X x x 0 0 0 w 2 a w 0 CORRECTION tll-78 JUL 05 2012 IT CENTER 0 z w U) CANOPY VERSION PARAPET 0.- o Q F oaf N O o Al2 -140 - #04250 CMU BEARING WALLS WOOD ROOF FRAMING INISH ARCADE /ENTRY CULTURED STONE EXTERIOR rn fo 0 0 U) STATEMENT OF SPECIAL INSPECTIONS THE FOLLOWING COMPRISES THE SPECIAL INSPECTION PARAMETERS REQUIRED FOR THIS PROJECT, AS SET FORTH IN SECTION 1705 OF THE 2009 IBC. THE SEISMIC FORCE- RESISTING SYSTEM AND DESIGNATED SEISMIC SYSTEMS LISTED BELOW ARE SUBJECT TO SPECIAL INSPECTIONS TO VERIFY INSTALLATION IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. SEISMIC FORCE- RESISTING SYSTEM(S): REINFORCED MASONRY SHEAR WALLS. THE SPECIAL INSPECTOR(S) SHALL DISTRIBUTE SPECIAL INSPECTION AND TESTING REPORTS TO THE OWNER OR OWNER'S REPRESENTATIVE, THE ENGINEER OF RECORD, AND THE BUILDING OFFICIAL AT THE TIME OF COMPLETION OF WORK FOR EACH SPECIAL INSPECTION ITEM INCLUDED ABOVE. NOTIFY THE ENGINEER OF RECORD FOR REVIEW OF ANY DISCREPANCIES THAT CANNOT BE FIELD CORRECTED TO CONFORM TO THE CONSTRUCTION DRAWINGS AND /OR REFERENCE STANDARDS WITHOUT MODIFICATION, DAMAGE TO, OR OTHERWISE ALTERING THE STRUCTURAL MEMBERS, MATERIALS, OR SYSTEMS. THE ENGINEER OF RECORD MAY PERFORM STRUCTURAL OBSERVATIONS OF THE GRAVITY AND LATERAL FRAMING SYSTEMS AT OUR DISCRETION. STRUCTURAL OBSERVATION REPORTS WILL BE DISTRIBUTED SIMILARLY TO THE SPECIAL INSPECTION AND TESTING REPORTS IF PERFORMED. REVEWED FOR CODE COMP E NCE APPRoV AUL 11 Zit City of ji BULD%N p Tukwila SPECIAL INSPECTION TABLE SCHEDULE OF STRUCTURAL SPECIAL INSPECTION REQUIREMENTS VERIFICATION AND INSPECTION FREQUENCY OF INSPECTION REFERENCE STANDARD* IBC REFERENCE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION 1. MATERIAL VERIFICATION OF HIGH- STRENGTH BOLTS, NUTS AND WASHERS: A. INDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. PERIODIC APPLICABLE ASTM MATERIAL SPECIFICATIONS; AISC 360, SECTION A3.3 - B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. PERIODIC - - 2. INSPECTION OF HIGH - STRENGTH BOLTING: A. BEARING -TYPE CONNECTIONS. PERIODIC AISC 360, SECTION M2.5 1704.3.3 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. - ASTM A 6 or ASTM A 568 1708.4 B. MANUFACTURERS' CERTIFIED MILL TEST REPORTS. _ ASTM A 6 or ASTM A 568 1708.4 4. MATERIAL VERIFICATION OF. WELD FILLER MATERIALS: A. - IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. - AISC 360, SECTION A3.5 - B. MANUFACTURERS' CERTIFICATE OF COMPLIANCE REQUIRED. - - - 5. INSPECTION OF WELDING: A. STRUCTURAL STEEL: - 1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS CONTINUOUS 2) MULTIPASS FILLET WELDS CONTINUOUS AWS D1.1 1704.3.1 3) SINGLE -PASS FILLET WELDS > 5/6" CONTINUOUS 4) SINGLE -PASS FILLET WELDS < 16" PERIODIC 5) FLOOR AND ROOF DECK WELDS PERIODIC AWS D1.3 - B. REINFORCING STEEL: - 3) SHEAR REINFORCEMENT. CONTINUOUS AWS D1.4 ACI 318: 3.5.2 4) OTHER REINFORCING STEEL. PERIODIC 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (PARTIAL TABLE) 1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. PERIODIC ACI 318: 3.5, 7.1 -7.7 1913.4 2. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. PERIODIC ACI 318: 3.8.6, 8.1.3, 21,2.8 1912.1 3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED. CONTINUOUS - 1911.5 4. VERIFYING USE OF REQUIRED DESIGN MIX PERIODIC ACI 318: CH. 4, 5.2-5.4 1904.2.2, 1913.2, 1913.3 5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. CONTINUOUS ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 1913.10 6. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES CONTINUOUS ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.8 7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. PERIODIC ACI 318: 5:11 -5.13 1913.9 INSPECTION TASK FREQUENCY OF INSPECTION DURING TASK REFERENCE FOR CRITERIA IBC SECTION ACI 530 /ASCE 5 /TMS 402* ACI /ASC * 6 /TM TMS 602 1704.5.1 LEVEL 1 SPECIAL INSPECTION OF MASONRY CONSTRUCTION 1. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: A. PROPORTIONS OF SITE - PREPARED MORTAR. PERIODIC - - ART. 2.6A B. CONSTRUCTION OF MORTAR JOINTS. PERIODIC - - ART. 3.3B C. LOCATION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS AND ANCHORAGES. PERIODIC - - ART. 3.4, 3.6A 2. THE INSPECTION PROGRAM SHALL VERIFY: A. SIZE AND LOCATION; OF STRUCTURAL ELEMENTS. PERIODIC - - ART. 3.3G B. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. PERIODIC _ SEC. 1.2.2(E), 2.1.4, 3.1.6 C. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT. PERIODIC SEC. 1.13 ART. 2.4, 3.4 L E. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40'F) OR HOT WEATHER (TEMPERATURE ABOVE 90'F). PERIODIC SEC. 2104.3, 2104.4 ART. 1.8C, 1.8D 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: A. GROUT SPACE IS CLEAN. PERIODIC ART. 3.2D B. PLACEMENT OF REINFORCEMENT AND CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES. PERIODIC SEC. 1.13 ART. 3.4 PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS. PERIODIC ART. 2.6B CONSTRUCTION OF MORTAR JOINTS. PERIODIC ART. 3.3B BUILDING DEPARTMENT COMMENT RESPONSE BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION 4. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR PRISMS SHALL BE OBSERVED. CONTINUOUS SEC. 2105.2.2, 2105.3 ART. 1.4 5. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. PERIODIC ART. 1.5 N N N N O ao t) w F- 0 1707.3 INSPECTION OF WOOD CONSTRUCTION (PARTIAL TABLE) w 2. SHEAR WALL SCREW SIZE & SPACING (SCREWS < 4 "OC), ANCHOR BOLTS, WASHERS, HOLDOWNS PERIODIC STRUCTURAL DRAWINGS /MFR INSTRUCTIONS 3. COLLECTOR INSTALLATION (DRAG STRUTS) PERIODIC STRUCTURAL DRAWINGS 4. DIAPHRAGM CHORDS (TOP PLATE SPLICES) PERIODIC STRUCTURAL DRAWINGS 5. WOOD MOISTURE CONTENT < 19% PERIODIC AF &PA /STRUCTURAL DRAWINGS FOR SI: 1 INCH = 25.4 MM, 'C = ('F- 32)/1.8 * WHERE APPLICABLE, SEE ALSO IBC 2009, SECTION 1707.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCFRECEIVE THE SPECIFIC STANDARDS REFERENCED ARE THOSE LISTED IN IBC 2006, CHAPTER 35. A REGISTERED /CERTIFIED AGENT IN ACCORDANCE WITH PROJECT JURISDICTION JUL 05 2012 PERMIT CENT SCALE: N.T.S. 12 z O O r rr^^ ,w ^ o) Q tt^^ vl W W • > CO N. W co W (DO NN m w 0 J r 03 a UJ w Q © 2010 McDonald's USA, LLC PREPARED FOR: m J M ce 0 <3 0 w w \ X X REVIEWED BY F- LU JCL w Q 0 O < : 11 wz O CD W z c E ID >- O O F N O DESCRIPTION BEARING WALLS 0 WOOD ROOF FRAMING >- IX H z w w 0 0 lx z 0 lx X w w z 0 U, 0 w lx I- J 0 m m o) a J lx a lx z w 1/n) O 0 0 0 Cl) P u, co d 4 0 I S 1 w (I) • (N) STONE FACADE PER ARCH 6/S-4 y (E) MANSARD ROOF TRUSS OVERHANG TO BE REMOVED - 2/S-4 SIM (E) CMU BEARING WALL TO REMAIN, TYP (N) .TRELLIS PER ARCH, TYP (E) MANSARD ROOF TRUSS OVERHANG TO BE REMOVED '11141k1Z, 4 0.4.7) (N) STONE FACADE PER ARCH, • TYP EACH SIDE ENTRY INFILL (E) OPENING PER 7/S-3 - (E) CMU LINTEL TO REMAIN, TYP 8/S-3 lYP 0 FNDN V FREEZER COOLER MEETING ROOM STORAGE STORAGE CREW WOMEN EFT— USSKSYSESSIS= (E) NON-STRUCT WALL TO BE REMOVED, TYP 1116■1111.1■1\1101101■11110101101011 KITCHEN DINI =ET MEN G OFFICE (N) NON -STRUCT WALL PER ARCH, TYP 6/S-3 TYP (E) WOOD ROOF TRUSSES TO REMAIN (N) CANOPY PER ARCH, TYP 440 tri =TO (E) WINDOW & RETURN TO BE REMOVED (N) TRELLIS PER ARCH, TYP 1 (E) NON-STRUCT LOW WALL TO BE REMOVED CUSTOMER SERVICE AREA A I A I 8/S-3 SIM FNDN A I 3/S-3 k 0 FNDN (N) 8" CMU WALL W/ #5 (4 16HOC VERT W/ (2) #5 VERT EACH END OF WALL & (2) #4 32"OC HORIZ; FILL ALL CELLS W/ GROUT REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION (N) STONE FACADE PER ARCH (E) CMU WALL TO BE REMOVED SHORE (E) ROOF STRUCTURE AS REQ'D DINING (E) CMU WALL TO BE REMOVED - CASHIER V) (E) CMU BEARING WALL TO REMAIN, TYP (N) TRELLIS PER ARCH NOTE: CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION & CONSTRUCTION. NOTIFY DEI OF ANY DISCREPANCIES FOR FURTHER DIRECTION (E) MANSARD ROOF TRUSS OVERHANG TO BE REMOVED - (E) CMU LINTEL TO REMAIN, TYP 1 PRESENTER 10 1 WALL AND ROOF FRAMING PLAN. 1 (N) TRELLIS PER ARCH SCALE: 1/41 = '-0" (PROJECT) (N) CANOPY PER ARCH, TYP 3/S-4 1/S-4 1— (E) WINDOW & RETURN TO BE REMOVED (E) MANSARD ROOF 1 TRUSS OVERHANG TO BE REMOVED (N) CANOPY PER ARCH (E) WINDOW & RETURN TO BE REMOVED s brystt;\ 1 4 INFILL OPENING PER ARCH W/ 2x8 16"0C, SHEATHING & NAILING PER SHEAR WALL TYPE SW-6 (N) STONE FACADE PER ARCH RECEIVED CITY OF TUKWILA M AY 2 5 2 01 2 PERMIT CENTER BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION CN1 0 tNJ CO 10 u.1 0 LiJ PREPARED BY: CO CO rii•< CI © 2010 McDonald's USA, LLC PREPARED FOR: C • )111 . j 10 .41 ii .1:51 400F: s- —..s-• 0 Mall • 7 -0 't w i -404c2 c - 0 4.:, ..'"' L.. M. 4, 44 .2 u c a) 1.. Q co to g -51 -..51) -• '4) -co = o .- 4-, 4, D'E 0 8:c- ° 0' S• ' a' o ,T, •-.6 0 . 0 . - ..f., I- 0 •-• (1)-6000 CO 5no .: too V: : 0 I I I Ci igi o- :: I uOd: w°10. 41,„4 ° imt :::: 0:4! O om.7, '-'ec itu -613>str; 0 &- — a) O o to 0- o i „ .0C1 .4 3%. . . .41: "360 ! i I Ic4i 5 ... :t L-07)002 0 E 1_ LI. 3 4-. C 4., 0) t S' to 3 o o >- m ce c) Lai 0 wx(Ni X X X bJ 0 0 LU 0 0 CANOPY VERSION PARAPET DESCRIPTION CMU BEARING WALLS WOOD ROOF FRAMING z IJ 0 ±" 0 x Li z U) 0 8 SITE ADDRESS 16501 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 z LjJ Al2-140 - #04250 S-2 8 /(E) CEILING /7„-----(E) TRUSS BOTT CHORD SHEATHING PER ARCH T/(E) SLAB (N) DTC CLIP EA TRUSS ABOVE, ADD BLKG AS REQ'D TO MAKE CONN (N) 2x TOP R. (N) NON STRUCTURAL WALL PER PLAN 1/2 "0 EXPANSION BOLT TO (E) SLAB @ 32"OC, MIN (2) A.B. PER WALL SEGMENT (ALT: 1/2 "0 SIMPSON TITEN H.D. A.B.) P.T. 2x BOTT R (E) SLAB -ON -GRADE h NON- STRUCTURAL WALL PERPENDICULAR TO TRUSSES SCALE: 1* - 1' -0" 2Y4 SECTION A SCALE: 11/2" = 1' -0" EDGE OF (E) SLAB JOINT 1 %2„ 1Y2" 3/16 7/2" SECTION B SCALE: 11/2" - 1, -0" NEW HSS COLUMN TO EXISTING FOUNDATION 5 4Y72:77 .2 Ulf" =2. zz :zi.:zz z 7.7.!z :7227,777 -ZZ: T.. 27_•- 7Iz .z lz.IZ._: 2:22 : r (E) ROOF SHEATHING SHEATHING PER ARCH (E) ROOF TRUSSES (N) 2x4 BLKG @ 24 "OC & AT EA END OF WALL (2) 10d END NAILS, TYP Q. BLKG THRU TRUSS BC (N) DTC CLIP EA JOIST OR TRUSS ABOVE 2x TOP R (N) NON - STRUCTURAL WALL PER PLAN 1/2"0 EXPANSION BOLT TO (E) SLAB @ 32 "OC, MIN (2) A.B. PER WALL SEGMENT (ALT: 1/2 "0 SIMPSON TITEN HD ANCHOR BOLTS P.T. 2x BOTT I (E) SLAB -ON -GRADE NON- STRUCTURAL WALL PARALLEL TO TRUSSES SCALE: 1 " = 1'--0" PER PLAN (E) CMU WALL PIER TO REMAIN r 6 �-- - (E) ROOF FRAMING (NOT SHOWN FOR CLARITY) 1 SECTION A a • . r A • ,P - vC 4 C � ' i 4 c ELEVATION SCALE: 3/4" = 1' -0 1 " GAP SECTION B �-- 4 . 4 (N) BEAM PER PLAN CONNECTION PER 12/5 -3 L7x4x1 /4 x 4 "LONG W/ 1/2 "0 HILTI KWIK BOLT -3 W/ MIN 21/4" EMBED, TYP (2) LOC'S -- (N) HSS COLUMN PER PLAN BASER 1/2"x7 1/2"x7" W/ (2) 1/2 "0 ALL - THREADED RODS INTO (E) CONC SLAB W/ HILTI HIT -RE 500 -SD W/ MIN 31/2" EMBED . c 4C 4 4 4 4 (E) 5" CONC SLAB -ON -GRADE (E) CONC FOUNDATION WALL (E) CONC FOOTING SCALE: NOTED PROVIDE (2) LAYERS OF BLDG PAPER BETWEEN (E) CMU /CONC FOUNDATION & (N) STUDS /LEDGER (N) CMU WALL & REINF PER PLAN; (E) LOW WALL TO BE REMOVED DOWELS TO MATCH WALL VERTICAL REINF, DRILL & EPDXY W/ HILTI HIT -RE 500 -SD — 15/32" APA -RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES & 8d @ 12 "OC FIELD, TYP (E) SLAB ON GRADE T/(E) SLAB dea z (N) 2x4 FULL -HT STUDS © 16 "OC EXTERIOR FINISHES PER ARCH BOTTOM R W/ 16d @ 6 "OC EDGE NAILING (N) P.T. 4x8 LEDGER W/ 12 "0" HILTI KWIK BOLT -3 @ 24 "OC W/ MIN 31/2" EMBED INTO (E) CMU (E) CONC FOUNDATION WALL 4 (E) CONC FOOTING 4 POST- INSTALLED REINFORCING AT EXISTING. FOOTING AT NEW CMU WALL (0 T /(E) GRADE PER ARCH w w a C 0 SCALE: N.T.S. 15/32" APA -RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC EDGES & 8d @ 12 "OC FIELD 2x8 16 "OC EXISTING CMU WALL OPENING INFILL (E) 8" CMU WALL 1/2 "0 HILTI KWIK BOLT- 3 W/ MIN 21/4 EMBED INTO (E) CMU @ 16 "OC, TYP 4" EMBED P.T. 2x8 AROUND OPENING SCALE: N.T.S. STANDARD BOLTED CONNECTION SCHEDULE "A" BEAM SIZE BOLTS REQUIRED MIN PLATE /STEM THICKNESS MIN HSS WALL THICKNESS WELD SIZE t WELD SIZE t1 CONNECTION CAPACITY (SINGLE SHEAR) W16 (4) 3/4"0 1/2„ 3/16 5/16„ 5/16' 26.3k NOTES: 1. FOR BEAM & COLUMN SIZE, REF PLAN. 2. PROVIDE STANDARD BOLT HOLES PER AISC. 3. CAPACITIES BASED ON AISC /ASD -9TH EDITION, VOLUME 2, APPENDIX C - A325 BOLTS. 4. USE 11/4" FOR BEAMS W8, 08 AND SMALLER. 5. t = SIZE IN SCHEDULE A FOR SHOP WELDS, FOR FIELD WELDS ADD 1/8" TO SIZE IN SCHEDULE A. STANDARD BOLTED BEAM CONNECTIONS Aut-i-1 41 (1 5/8 "0 ALL THREADED ROD @ 18 "0C, WELD TO HSS COLUMN, TYP EA SIDE, WHERE OCCURS —HSS COLUMN PER PLAN —'2x STUD @ SIDE OF HSS COLUMN W/ EDGE OR FIELD NAILING TO SHEAR WALL SHEATHING AS REQ'D HSS COLUMN TO WOOD STUD WALL SCALE: 1' = 1' -0' PROVIDE (2) LAYERS OF BLDG PAPER BETWEEN (E) CMU /CONC & STUDS (E) CMU WALL TO REMAIIN (E) SLAB ON GRADE T /(E) SLAB EXTERIOR FINISHES PER ARCH 1 /32" APA -RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES & 8d @ 12 "OC FIELD, TYP (N) 2x4 STUD WALL @ 16 "OC BOTTOM R W/ 16d @ 6 "OC - EDGE NAILING (N) P.T. 4x8 LEDGER W/ 1/2 "0" HILTI KWIK BOLT -3 @ 24 "OC & (2) @ 8 "OC EA SIDE OF ENTRY WI MIN 31/2" EMBED INTO (E) CMU (N) SIDEWALK PER ARCH LOCATE (N) LEDGER PER 3/S -3 @ (E) CONC WALL @ SIM (E) FOUNDATION LOW SIDEWALK OR GRADE @ SIM c0 a w 0 0 NEW ARCADE WALL FRAMING TO EXISTING CMU WALL AND FOUNDATION SCALE:3 /4" = 1' -0" CUT FLANGE AS REQUIRED FOR WELD TYP WELD SIZE PER SCHEDULE A FULL EFFECTIVE THROAT - TYP t1 SECTION 2/4" TYP SLAB /DECKING NOT SHOWN FOR CLARITY --1 I I II T /STEEL PER PLAN AT SIM T /GRADE PER ARCH° SECTION FULL EFFECTIVE THROAT - TYP FLANGE WIDTH TO BE WIDTH OF TUBE OR LARGER FOR WELDING COLUMN CONTINUES @ SIM 1/4" CAP PLATE - TYP WF BEAM PER PLAN. FOR ADDITIONAL j FRAMING, REF PLAN II II II 2x BOLT 0 BEAM TO HSS COLUMN ---. FOR SIZE & QUANTITY OF BOLTS, REF SCHEDULE A WT CONNECTOR STEM THICKNESS PER SCHEDULE A HSS COLUMN PER PLAN SCALE :1" = 1' -0" RECEWED CITY OF TUKWLA MAY 2 5 2012 PERMIT CENTER E E BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION w tx 001- us. w Gi c Q Ti; w 43) _ t0 co W L N N Z , O ^0 C�Ctn� W N,Y�dN' mLU 0 �....... 0 J r Y. O. LL LcIej -i§1111::; W CO FE. © 2010 McDonald's USA, LLC PREPARED FOR: C Vo l 0 '! 1 O mm 0 m v 30 w,O°C • d o LO ' • t •0 Q vO L � 0 4! = L U n C N a� - O -7 c O ? L c ° aU c rW L U O O � a U O C 9- 0 t 54 X; J 6'17 : Vl c O ao O c 2 0 C X4' •V 0 0 O . U Q a 6 :-: t Ln0 L O 0 0 O am L ::57 t 0 j Vl U O+ o W en � O N —x X J LU LJJ 0 z 0 J m F CV DESCRIPTION CMU BEARING WALLS WOOD ROOF FRAMING SITE ADDRESS 16501 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 0 0) co 0 0 CI Al2 -140 - #04250 S-3 2x4 RAFTERS @ 16 "OC 16d @ 6 "OC, TYP EDGE NAILING (8d @ 6 "OC MIN), TYP (2) 16d END NAILS @ EACH RAFTER 2x4 STUDS @ 16 "OC- 2x4 R W/ (2) 16d INTO (E) TRUSS (4) 16d NAILS [BRACE TO (N) STUD] 2x BLOCKING BETWEEN JOISTS W/ 8d @ 6 "OC 2x BLOCKING W/ 16d @ 6 "OC DBL 2x4 TOP R, TYP - (E) TRUSS TO REMAIN 2x4 STUDS @ 16 "OC 3x4 CONTINOUS W/ (1) 1/4 "0x41/2" SDS SCREW @ 24 "OC (INTO EACH TRUSS) 2x8 BLOCKING BETWEEN TRUSSES, ATTACH TO STUDS W/ (2) 16d & ATTACH TO TRUSS W/ A34 CLIP & (2) 16d END NAILS (ALTERNATE) (E) CMU BOND BEAM TO REMAIN 2x4 BRACE @ 16 "OC A34 CLIP SIGN & ATTACHMENT BY OTHERS 16d @ 6 "OC (BLOCKING -TO- BLOCKING) EXTERIOR FINISHES PER ARCH T /PARAPET PER ARCH 2x BLOCKING @ BRACE EDGE NAILING (8d @ 6 "OC MIN), .TYP (N) RIPPED 2x BLOCKING W/ EDGE NAILING @ TOP & 16d @ 6 "OC INTO WALL BLKG DBL 2x TOP R PER SIGN. MFR (4) 16d FACE NAILS, TYP (N) FULL -HT 2x4 STUDS @ 16 "OC 2x4 BLOCKING W/ 16d @ 6 "OC EDGE NAILING (8d @ 6 "OC MIN), TYP 2x8 BLOCKING W/ 16d. @ 6 "OC INTO (E) TOP R EDGE NAILING (8d @ 6 "OC MIN), TYP S- zz: z z:7 _:7X_: JT_.: .7-Z72 _77T_ ZL : (E) WOOD ROOF TRUSS TO REMAIN ITEMP SHORING i AS REQ'D - Q V BENT R 3/8 "x6" W/ 1/2 "0 HILTI KWI BOLT -3 6 @ 16 "0C W/ MIN 21/4" EMBED INTO (E) CMU (N) WF BEAM PER PLAN W/ FULL WIDTH 3x NAILER & 54;0 ALL - THREADED ROD @ 18 "OC WELDED TO BEAM ADD'L FURRING AS REQ'D PER ARCH (E) CMU LINTEL TO BE REMOVED (SHADED) 2x4 RAFTERS @ 16 "OC - 16d @ 6 "'OC, TYP - EDGE NAILING (8d @ 6 "OC) (2) • 16d END NAILS @ EACH RAFTER EDGE NAILING (8d @ 6 "OC) 2x4 STUDS @ 16 "OC 2x4 R W/ (2) 16d INTO (E) TRUSS (4) 16d NAILS [BRACE TO (N) STUD] (E) TRUSS TO REMAIN 4x6 BLOCKING W/ A34 CLIP & (3) 1/4 "0x3" SDS_ END SCREWS @ EA END PROVIDE (2) LAYERS OF BLDG PAPER BETWEEN CMU & STUDS (N) 2x4 BOTTOM R W/ 16d @ 6 "OC 2x8 BLOCKING BETWEEN TRUSSES, ATTACH TO STUDS w/ (2) 16d & ATTACH TO TRUSS WI A34 CLIP & (2) 1 6d END NAILS (ALTERNATE) �' PART OF (E) TRUSS ,, f TO BE REMOVED ` _.1__...__ -.fir .� I &/ (OVERHANG PORTION) r 0 I a CANOPY & CONNECTIONS HI BY OTHERS 4x10 LEDGER W/ (2) 1/4 "0x6" SDS SCREWS @ 6 "OC STAGGERED 4x12 BLOCKING RIPPED TO FIT W/ (3) 1/4 "0x3" SDS SCREWS @ 12 "OC (E) WINDOW & RETURN TO BE REMOVED (SHADED) TYPICAL NEW PARAPET TO EXISTING CMU WALL CONNECTION SCALE: 34" = 1' -0" 2x4 FLAT RAFTER @ 16 "OC DBL 2x4 TOP R, TYP 2x4 BOTTOM R W/ (2) 16d INTO RAFTER 16d @ 6 "OC (LEDGER -TO- BLOCKING) 2x4 RAFTERS @ 16 "OC 16d @ 6 "OC, TYP EDGE NAILING (8d @ 6 "OC MIN), TYP (2) 16d END NAILS @ EACH RAFTER EDGE NAILING (8d @ 6 "OC MIN), TYP 2x4 STUDS @ 16 "OC 2x4 R W/ (2) 16d INTO (E) TRUSS (4) 16d NAILS [BRACE TO (N) STUD] (E) TRUSS TO REMAIN — —16d @ EACH JOIST -TO -TOP R "HU" JOIST HANGER - 2x BLOCKING BETWEEN JOISTS W/ 16d @ 6 "OC EDGE NAILING (8d @ 6 "OC MIN), TYP 2x BLOCKING @ BRACE. 1/PARAPET 2x8 LEDGER W/ (2) 1/4 "0x31/2" SDS SCREWS @ 16 "0C (@ EA STUD) - 2x BLOCKING @ BRACE EDGE NAILING (8d @ 6 "OC MIN), TYP (4) 16d NAILS (BRACE -TO -STUD) 2x4 BRACE @ 16 "OC 2x4 STUDS @ 16 "OC - 2x4 BLOCKING EDGE NAILING (8d @ 6 "OC MIN), TYP - 2x4 BLOCKING 16d @ 6 "OC (BLOCKING -TO- BLOCKING) 2x6 BLOCKING BETWEEN TRUSSES, ATTACH TO STUDS W/ (2) 16d & ATTACH TO TRUSS W/ A34 CLIP & (2) 16d END NAILS (ALTERNATE) rl_:ZL::77- 7J_::.i!_.Z.Z.:7 't:T "7,2.,17..::Ly' 11., - EDGE NAILING (8d @ 6 "OC MIN), TYP ,, N (E) CMU BOND BEAM TO REMAIN (E) WOOD ROOF TRUSS TO REMAIN (E) CMU LINTEL TO REMAIN (N) P.T. 2x W/ 1/4 "0x31/4" STAINLESS STEEL TITEN SCREWS @ 6 "OC STAGGERED INFILL STUDS PER PLAN (E) WINDOW AND FRAMING TO BE REMOVED PER ARCH PART OF (E) TRUSS TO BE REMOVED (OVERHANG PORTION) 2x BLOCKING W/ 16d 6 "OC, TYP DBL 2x4 TOP R - - - - -- tiC���� l► iprn' INi ' 2x4 BRACE @ 16 "OC It,1 REMOVED (E) I SHEATHING AS REQ'D, TYP •\ (E) CMU BOND,/ BEAM TO REMAIN .` �° z (N) 2x4 BOTTOM R W/ 16d @ COO :' N ` :N \;ti ~"N, .V (N) FASCIA & CONNECTION BY OTHERS s. .\ N. •-:, _Z .72.772"_724722177=Z:=Z=ZITZZ:72_72.-17 IM 2x BLOCKING BETWEEN JOISTS W/ 8d @ 6 "OC 16d @ 6 "OC (BLOCKING TO BLOCKING) T /PARAP ET PER ARCH EDGE NAILING (8d @ 6 "OC) 2x BLOCKING @ BRACE EDGE NAILING (8d @ 6 "OC) (4) 16d NAILS (BRACE TO STUD) 15/32" APA -RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES & 8d @ 12 "OC FIELD, TYP 2x4 STUDS @ 16 "OC - EXTERIOR FINISHES PER ARCH 2x4 BLOCKING W/ 16d @ 6 "OC (BLOCKING -TO- BLOCKING) EDGE NAILING (8d @ 6 "OC MIN), TYP (E) WOOD ROOF TRUSS TO REMAIN --J _ ...____y (E) CMU LINTEL TO REMAIN (E) FULL -HT CMU WALL @ SIM - -- 0 (E) WINDOW & RETURN TO BE REMOVED (SHADED) TYPICAL NEW PARAPET TO EXISTING CMU WALL CONNECTION @ SIM - PART OF (E) TRUSS TO BE REMOVED (OVERHANG PORTION) 2x4 RAFTERS @ 16 "OC 16d @ 6 "OC, TYP EDGE NAILING (8d @ 6 "OC MIN), TYP (2) 16d END NAILS @ EACH RAFTER EDGE NAILING (ad @ 6 "OC MIN), TYP 2x4 STUDS @ 16 "OC CANOPY & CONNECTIONS' BY OTHERS, FASCIA @ SIM SCALE: 3/4* = 1' -0" 2x4 FLAT RAFTER @ 16 "OC DBL 2x4 TOP R, TYP 2x4 BOTTOM R W/ (2) 16d INTO RAFTER 2x4 RAFTERS @ 16 "OC 16d @ 6 "OC, TYP - EDGE NAILING (8d @ 6 "OC MIN), TYP (2) 16d END NAILS @ EACH RAFTER - EDGE NAILING (8d @ 6 "OC MIN), TYP 2x4 STUDS @ 16 "OC 2x4 R W/ (2) • 16d INTO (E) TRUSS (4) 16d NAILS [BRACE TO (N) STUD] (E) TRUSS TO REMAIN 16d @ 6 "OC (BLOCKING -TO- BLOCKING) 2x6 BLOCKING BETWEEN TRUSSES, ATTACH TO STUDS W/ (2) 16d & ATTACH TO TRUSS W/ A34 CLIP & (2) 16d END NAILS (ALTERNATE) 15/2" APA -RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES & 8d @ 12 "OC FIELD, TYP PROVIDE (2) LAYERS OF BLDG PAPER BETWEEN CMU & STUDS EXTERIOR FINISHES PER ARCH C4) TYPICAL NEW PARAPET TO EXISTING CMU WALL CONNECTION SCALE:3 /4a = 1' -0" (E) CMU BOND BEAM TO REMAIN (E) WOOD ROOF TRUSS TO REMAIN - 16d @ 6 "OC (LEDGER -TO- BLOCKING) "HU" JOIST HANGER 16d @ EACH JOIST -TO -TOP R 2x BLOCKING BETWEEN JOISTS W/ 16d @ 6 "OC T /PARAPET PER ARCH EDGE NAILING (8d @ 6 "OC MIN), TYP 2x BLOCKING @ BRACE 2x8 LEDGER W/ (2) 1/4 "0x31/2" SDS SCREWS @ 16 "OC (@ EA STUD) 2x BLOCKING @ BRACE EDGE NAILING (8d @ 6 "OC MIN), TYP 3 (4) 1 6d NAILS (BRACE -TO -STUD) EXTERIOR FINISHES PER ARCH ��--- 2x4 STUDS @, 16"OC ---- 2x4 BLOCKING ---- EDGE NAILING (8d @ 6 "OC MIN), TYP 2x4 BLOCKING EDGE NAILING (8d @ 6 "OC MIN), TYP \ REMOVED (E) \ 1 SHEATHING AS REQ'D, TYP \ \\ \N `\ 15/32" APA -RATED PLYWOOD SHEATHING W/ 8d @ 6"0C PANEL EDGES & 8d @ 12 "OC FIELD, TYP (N) 2x4 BOTTOM R W/ 16d @ 6 "OC I I Ire -- Iig 4x6 BLOCKING W/ A34 CLIP & (3) 1/4 "0x3" SDS END SCREWS @ EA END (E) CMU LINTEL TO REMAIN 2x4 PLATE W/ (2) 16d INTO (E) TRUSS (4) 16d NAILS [BRACE TO (E) TRUSS] 2x BLOCKING IN WALL 2x BLOCKING BETWEEN JOISTS W/ 8d @ 6 "OC 2x BLOCKING W/ 16d @ 6 "OC DBL 2x4 TOP R, TYP 2x4. BRACE @ 16 "OC SIGN & ATTACHMENT BY OTHERS 16d @ 6 "OC (BLOCKING -TO- BLOCKING) EXTERIOR FINISHES PER ARCH T/PARAPET PER ARCH 2x BLOCKING @ BRACE - EDGE NAILING (8d @ 6 "OC MIN), TYP (E) TRUSS TO REMAIN II'� A34 CLIP ~` 3x4 CONTINOUS W/ (1) 1/4 "0x41/2" SDS SCREW @ 24 "OC (INTO EACH TRUSS) 2x8 BLOCKING BETWEEN TRUSSES, ATTACH TO STUDS W/ (2) 16d & ATTACH TO TRUSS W/ A34 CLIP & (2) 16d END NAILS (ALTERNATE) o`o 0 N X (N) RIPPED 2x BLOCKING W/ EDGE NAILING @ TOP & 16d @ 6 "OC INTO WALL BLKG DBL 2x TOP R PER SIGN MFR 2x6•BRACE (4). 16d FACE NAILS, TYP (N) FULL -HT 2x4 STUDS @ 16 "OC 2x4 BLOCKING W/ 16d @ 6 "OC EDGE NAILING (8d @ 6 "OC MIN), TYP 2x8 BLOCKING W/ 16d @ 6 "OC INTO (E) TOP R EDGE NAILING (ad @ 6 "OC MIN), TYP N •. (E) CMU LINTEL TO REMAIN (E) WOOD ROOF TRUSS TO REMAIN —� 1,41 PROVIDE #5 DOWEL TO A MATCH REINF W/ 6" EMBED INTO (E) CMU W/ HILTI HIT -HY 150 MAX EPDXY 6 "MIN EMBED (N) CMU SHEAR WALL PER PLAN PART OF (E) TRUSS TO BE REMOVED (OVERHANG PORTION) • PROVIDE (2) LAYERS OF BLDG PAPER BETWEEN CMU & STUDS (E) WINDOW & RETURN TO BE REMOVED (SHADED) TYPICAL NEW PARAPET TO EXISTING CMU WALL CONNECTION SCALE: 3/4* = 1' -0" 2x4 RAFTERS @ 16 "OC 16d @ 6' "OC, TYP EDGE NAILING (8d @ 6 "OC) (2) 16d END NAILS @ EACH RAFTER EDGE NAILING (8d @ 6"OC) 2x4 STUDS @ 16 "OC 2x4 R W/ (2) 16d INTO (E) TRUSS (.4) 16d NAILS [BRACE TO (N) STUD] (E) TRUSS TO REMAIN 2x8 BLOCKING BETWEEN TRUSSES, ATTACH TO STUDS W/ (2) 16d & ATTACH TO TRUSS W/ A34 CLIP & (2) 16d END NAILS (ALTERNATE) PART OF (E) TRUSS TO BE REMOVED (OVERHANG PORTION) CANOPY & I It CONNECTIONS BY OTHERS 4x12 BEAM W/ (2) 1/2 "0 HILTI KWIK BOLT -3 @ 24 "OC IN 1" VERT SLOT HOLE, STAGGERED W/ MIN 31/2" EMBED INTO (E) CMU PROVIDE (2) LAYERS OF BLDG PAPER BETWEEN CMU & STUDS TYPICAL NEW PARAPET TO EXISTING CMU WALL CONNECTION SCALE: 3/4* = 1' -0" BLOCKING W/ 16d @ 6 "OC, TYP DBL 2x4 TOP R • 2x BLOCKING BETWEEN JOISTS W/ 8d @ 6 "OC 16d @ 6 "OC (BLOCKING TO BLOCKING) EDGE NAILING (8d . @ 6 "OC) 2x BLOCKING .@ BRACE EDGE NAILING (8d @ 6 "OC) (4) 16d NAILS (BRACE TO STUD) 2x4 STUDS @ 16 "OC 2x4 BLOCKING W/ 16d @ 6 "OC (BLOCKING -TO- BLOCKING) - EDGE NAILING (8d @ 6 "OC MIN), 2x8 BLOCKING W/ . 16d @ 6 "OC INTO (E) TOP R • :' 1`- :77- f2:7._.7.L'-IT'7T2'7.=_777:7 7-27'`7714-.:27- "- '7777:Z72;7- (E) WOOD ROOF TRUSS TO REMAIN —'� • (E) CMU BOND BEAM TO REMAIN T /PARAPET PER ARCH REVIEWED FOR CODE COMPLIANCE APPROVED JUL 11 2012 City of BUILDING DIVISION Tukwila EDGE NAILING (8d @ 6 "OC MIN), TYP (2) 16d END NAILS & A34 CLIP (ALTERNATE), TYP • PART OF (E) TRUSS TO BE REMOVED (OVERHANG PORTION) (E) CMU LINTEL TO REMAIN • • .` -�/ EXTERIOR FINISHES PER ARCH PROVIDE (2) LAYERS OF BLDG PAPER BETWEEN CMU & STUDS 1/32" APA -RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES Sc 8d @ 12 "OC FIELD, TYP TYPICAL NEW PARAPET TO EXISTING CMU WALL CONNECTION SCALE: 3/4* = 1' -0" RECEiVEL CITY OF TUKWILA MAY 2 5 2012 PERMIT CENTER z = >- 1- L- m BUILDING PERMIT SUBMITTAL N es N IC) N LID ( LEGAL CLEARANCE DESCRIPTION U z r moo o u� (0 0) cv w W Y > N Z es ° 03 CO z id N' (NI" m LLI o ... _J a. IL Leg ca 4 a W 136 s T. 002010 McDonald's USA, LLC PREPARED FOR: r m n W m W o =o X aX X 2011 BUILDING REMODEL DESCRIP110N CMU BEARING WALLS WOOD ROOF FRAMING SITE ADDRESS 16501 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 !n . Al2 -140 - #04250 0 W 2 S 4 2x4 RAFTERS @ 16 "OC 16d @ 6 "OC, TYP EDGE NAILING (8d @ 6 "OC) - (2) 16d END NAILS @ EACH RAFTER — EDGE NAILING (8d @ 6 "0C) - 2x4 STUDS @ 16 "OC EDGE NAILING (8d @ 6 "OC) 2x4 PLATE W/ (2) 16d INTO (E) TRUSS 2x BLOCKING @ BRACE (E) TRUSS TO REMAIN 3x4 CONTINOUS W/ (1) 1/4"0x4 1/2" SDS SCREW @ 24 “OC (INTO EACH TRUSS) 2x8 BLOCKING BETWEEN (E) TRUSSES, ATTACH TO STUDS W/ (2) 16d & ATTACH TO TRUSS WI A34 CLIP & (2) 16d END NAILS (ALTERNATE) =.1 rf (4) 16d NAILS [BRACE TO (N) STUD] REVIEWED FOR CODE COMPLIANCE APPROVED JUL 1 1 2012 City of Tukwila BUILDING DIVISION 2x BLOCKING W/ 16d @ 6 "OC, TYP DBL 2x4 TOP Ft - 2x BLOCKING BETWEEN JOISTS W/ 8d @ 6 "OC 16d @ 6 "OC (BLOCKING -TO- BLOCKING) EDGE NAILING (8d @ 6 "OC MIN), TYP 1 �� 2x4 STUD @ 24 "OC -� \ t \ \ \ \\ •\ " \ , • 's.` + +1 16d @ 6 "OC (LEDGER -TO- BLOCKING) 2x4 BRACE @ 24 "OC I A34 CLIP SIMPSON "LUS" HANGER REMOVED (E) SHEATHING AS REQ'D, TYP T /PARAPET PER ARCH 15/32" APA -RATED PLYWOOD SHEATHING W/ 8d @ 6 "OC PANEL EDGES & 8d @ •12 "OC FIELD, TYP @ ROOFS & SIDES EXTERIOR FINISHES PER ARCH EDGE NAILING (8d @ 6 "OC), TYP 2x BLOCKING @ BRACE, TYP 4x6 BLOCKING @ HIGH CONNECTION W/ A34 CLIP & (3) 1/4 "0x3" SDS END SCREWS @ EACH END (N) 2x6 @ 16 "OC 4x8 BLOCKING @ LOW CONNECTION W/ A34 CLIP & (4) 1/4 "0x3" SDS END SCREWS @ EACH END \ \ \\\ I . I i I I -1-t+ CANOPY & CONNECTIONS /BY OTHERS (E) WOOD ROOF TRUSS TO REMAIN 11 I L ?__9J i (E) CMU WALL TO REMAIN SECTION AT NEW CASH BOOTH SCALE: 3/4” = (N) 2x4 BOTTOM F'L W/ 16d @ 6 "OC (E) CMU WALL TO REMAIN �f. 2x BLOCKING W/ 16d @ 6 "OC, PART OF (E) TRUSS TO BE REMOVED (OVERHANG PORTION) EDGE . NAILING (8d @ 6 "OC), TYP RECEIVEU CITY OF TUKWILA MAY 252012 PERMIT CENTER S I BUILDING PERMIT SUBMITTAL LEGAL CLEARANCE DESCRIPTION W cc PREPARED BY: w Co aN wa aZN QLO J CO CO 0 cc o6;; d�z mew m Q J CC CC - 0 0 w 0 a © 2010 McDonald's USA, LLC PREPARED FO N d o0- m °��-mN ov ° L •_ ° mini o o Q° _I '-. 0 ip oa2� r =. -2 in Qa 8 C N L U `O O N V , CO ma 3:::: ° :0- 0c'v v•° v y S v CC6- i_ c O t D i ° y N N= ;P. ° � CC C a° glia p °0 ° C V 04-""' O N 0 U c t d zit L • U C - 0 Q ' L V ® EQ L D U S� �j� ,o taO N o O 3�c�N < O e3 w N X — X W O • X X X W J Cl_ < 0 0 < w z 0 CD (n zc E m a_ 0 z <t N O DESCRIP110N CMU BEARING WALLS WOOD ROOF FRAMING SITE ADDRESS 16501 SOUTHCENTER PARKWAY, TUKWILA, WA 98188 U) O) cO 0 0 Al2 -1.40 - #04250 z cn . _... -..t �...a. ... ��v ABBREVIATIONS LEGEND U.N.O. UNLESS NOTED OTHERWISE N.N.U. NUMBER NOT USED AHJ AUTHORITIES HAVING JURISDICTION F&I FURNISH AND INSTALL COD CUSTOMER ORDER DISPLAY INSTALL FURNISH AND INSTALL PROVIDE FURNISH AND INSTALL CLG CEILING MOUNTED DEVICE WP WEATHER PROOF DIFFUSER DISCONNECT SWITCH BALLAST EXISTING SPEAKER $k KEYED SWITCH cia CEILING MOUNTED OCCUPANCY D2 SENSOR WITH SOUND OPTION LIGHTING FIXTURE SCHEDULE: MARK SYMBOL DESCRIPTION DIFFUSER �M BALLAST MOUNTING LOCATION WATTS PE CLAD 4$ DOWN ONLY ACCENT UGHTING (SEE PLAN) TEMPERED GLASS 8.5W /LF LED - SURFACE EXTERIOR ACCENT CHANNEL CONFIRM MODEL NUMBER W1TH EVERBRITE OR PERSONA. � F2 2 X 4 GRID FLUORESCENT PRISMATIC ACRYLIC 4 -32W F32T8 3500K LOW MERCURY ELECTRONIC RECESSED CASH BOOTH SECURITY LIGHTING # R2448LW120 WITH WHIP AND LAMPS. F21 1v s, 2 HEADED EMERGENCY BATTERY LIGHT POLY- CARBONATE 2 -5 T -5 TUNGSTEN - SURFACE TO WALL OR CEILING WH SECURITY LTG. #PE6 OR PE6- 25- 2R61- A6H6A/MPWP1 EN CONNECTED TO A REMOTE HEAD. SEE FIXTURE TYPE F22. u F22 �i EMERGENCY REMOTE HEAD SEALED GLASS 18 NEMA 3R PAR 36 - SURFACE TO WALL OR SOFFIT OUTDOOR NEAR ENTRANCE SECURITY LTG. #A6H6A /MPWP1 FOR SINGLE GANG BOX. LED3 3' UP/DOWN ACCENT UGH11NG TEMPERED GLASS 42W E'ER FIXTURE LED - SURFACE EXTERIOR ACCENT, CHANNEL SECURITY LIGHTING: HIRAF- LED- 36 -UD- 120 -PS CUSTOM BUILT FOR EXTERIOR ACCENT CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. - LED6D 6 DOWN ONLY ACCENT LIGHTING TEMPERED GLASS 51W FIXTURE LED - SURFACE EXTERIOR CHANNEL SECURITY LIGHTING: HIRAF - LED- 72 -DO- 120 -PS CUSTOM BUILT FOR EXTERIOR ACCENT CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. ________ LED8D 8' DOWN ONLY ACCENT UGHTTNG TEMPERED GLASS 68W PER FIXTURE LED - SURFACE EXTERIOR ACCENT CHANNEL SECURITY UGHTING: HIRAF- LED- 96 -DO- 120 -PS CUSTOM BUILT FOR EXTERIOR ACCENT CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. _______ LED8 8' UP/DOWN ACCENT LIGHTING TEMPERED GLASS 112W PER XTURE LED - SURFACE EXTERIOR CHANNL SECURITY LIGHTING: HIRAF - LED- 96 -UD- 120 -PS CUSTOM BUILT FOR EXTERIOR ACCENT CHANNELS. ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. _______ LT -1 CFL SMALL PENDANT TO BE DETERMINED 1 -13W PER FIXTURE COMPACT FLUORESCENT - PENDANT SECURITY LIGHTING: TO BE DETEREMINED e LT -2 CFL MEDIUM PENDANT TO BE DETERMINED 2 -13W PER FIXTURE COMPACT FLUORESCENT - PENDANT SECURITY LIGHTING: TO BE DETEREMINED LT -3 a LED DOUBLE RECTANGLE RECESSED DOWNLIGHT TO BE DETERMINED 2 -15W PER FIXTURE LED - RECESSED SECURITY LIGHTING: TO BE DETEREMINED LT -4 ® LED SINGLE SQUARE RECESSED DOWNUGHT TO BE DETERMINED 1 -15W PER FIXTURE LED - RECESSED SECURITY LIGHTING: TO BE DETEREMINED LT -5 Q LED RECESSED DOWNLIGHT - WHITE TRIM TO BE DETERMINED 12.5W PER FIXTURE LED - RECESSED SECURITY LIGHTING: TO BE DETEREMINED LT -6 Q LED RECESSED DOWNUGHT - BLACK TRIM TO BE DETERMINED 12.5W PER FIXTURE LED - RECESSED SECURITY LIGHTING: TO BE DETEREMINED Si "DOWN ONLY°'. RADIAL WALL SCONCE TEMPERED GLASS 1 -100W METAL HALIDE MAGNETIC WALL MOUNT BUILDING EXTERIOR ACCENT SECURITY LIGHTING: RWSC- 100PMH -WD -PS -120 ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES, 1 l 4 15 F22 RESTROOMS: LIGHTING CIRCUITRY AND CONTROLS IN THIS AREA SHALL CONFORM TO THE ENERGY CODE REQUIREMENTS AND AHJ 1 0 EX LT -1 NL LT -1 F22 F2 LT -1 FREEZER MEETING ROOM COOLER STORAGE OFFICE F22 KITCHEN CUSTOMER SERVICE AREA: UGHTING CIRCUITRY AND CONTROLS IN THIS AREA SHALL CONFORM TO THE ENERGY CODE REQUIREMENTS AND AHJ. STORAGE ;CT.1 1411:142∎ 1 Si El ilkL U EPA!L25 o LT -3 I I LT -6 NL LT -5 LT -3 LT -6 I O LT -5 C STO L� 6 N SE'+ ICE LT 5 111 I__IIi1!I O LT -3 LT -6 0 II li LT -5 II I LT -3 ° N8 O' L:6 L � 5 O II O 1 LT -6 LT -5 NL 111 6 iL19 5 1 DINING AREA: LIGHTING CIRCUITRY AND CONTROLS IN THIS AREA SHALL CONFORM TO THE ENERGY CODE REQUIREMENTS AND AHJ. COMMISSIONING REQUIREMENTS; THE CONTRACTOR SHALL FURNISH AND INSTALL LIGHTING CONTROLS PER CODE. TEST TO ENSURE THAT CONTROL DEVICES, COMPONENTS, EQUIPMENT AND SYSTEMS ARE CAUBRATED, ADJUSTED AND OPERATE IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND TO ACHIEVE A FULLY OPERATIONAL SYSTEM. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN ACCORDANCE WITH THESE PLANS. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER. II Si SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL ELECTRICAL WORK INCLUDING BUT NOT LIMITED TO THE DRIVE -THRU DRAWINGS. 11415 Si LIGHTING PLAN 1/4" = 1' GENERAL NOTES FOR DRAWING E2.0: OUTDOORS P1. E.C. SHALL PROVIDE ALL NECESSARY DATA AND POWER TO THE NEW DRIVE THRU SIGNAGE, AS SHOWN ON THE SITE PLAN INCLUDING MISCELLANEOUS ITEMS NOT SHOWN FOR A COMPLETE AND OPERATIONAL SYSTEM. THE E.C. IS TO COORDINATE THE REQUIREMENTS WITH THE SIGN MANUFACTURER. THE SCOPE INCLUDES BUT IS NOT LIMITED TO THE POWER AND DATA FEEDS AND CONNECTIONS FOR NEW (2)CODS AND (2)MENU BOARDS. COD LOCATIONS SHALL EACH BE PROVIDED WITH A NEW ISOLATED GROUNDING TYPE CIRCUIT, AND A NEW 2" DATA CONDUIT TO NEW LOCATION. ALL WORK AND INSTALLATION LOCATIONS SHALL BE COORDINATED WITH THE MCDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. KEY NOTES INTERCEPT AND EXTEND EXISTING LIGHTING CIRCUITS. IF NOT EXISTING FURNISH AND INSTALL NEW CIRCUIT. RADIAL WALL SCONCE. SEE ARCHITECTURAL ELEVATIONS ON ARCHITECTURAL SHEETS. E.C. TO VERIFY EXISTING EXIT SIGN IS EXISTING AND OPERABLE. FURNISH AND INSTALL NEW IF NOT EXISTING OR NOT OPERABLE. E.C. TO VERIFY EXISTING EMERGENCY BATTERY LIGHT /2 HEADS AND REMOTE HEAD(S) ARE EXISTING AND OPERABLE. IF NOT EXISTING OR NOT OPERABLE, FURNISH AND INSTALL NEW. EC SHALL INSTALL AND CONFIGURE REMOTE EMERGENCY LIGHTING AT ALL EGRESS EXTERIOR DOORS FOR MAXIMUM ILLUMINATION AT POINTS OF EGRESS. INSTALL WP J -BOX WITHIN SOFFIT TO ALLOW A FLUSH INSTALLATION OF ANY EXTERIOR EMERGENCY EGRESS LIGHTING (TYPICAL). KEYED SWITCH SHALL ALLOW ALL FIXTURES IN SPACE CONTROLLED BY CEILING OCCUPANCY SENSOR TO BE TURNED OFF MANUALLY WHEN BUILDING IS UNOCCUPIED PER ENERGY CODE. CONFIRM IF EXISTING AND OPERABLE. IF NOT, REPLACE WITH NEW. CONFIRM IF EXISTING 2- HEADED EMERGENCY BATTERY UGHT IS COMPATIBLE WITH WITH THE NEW (F22) EMERGENCY REMOTE HEAD SECURITY LIGHTS. IF NOT COMPATIBLE, FURNISH AND INSTALL NEW 2- HEADED EMERGENCY BATTERY EMERGENCY LIGHT UNIT (F21). GENERAL NOTES FOR DRAWING E2.0: LIGHTING 1. ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. 2. UGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. LAMP SPECIFICATIONS SHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM LAMP SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S CORPORATION. 3. FURNISH AND INSTALL A WEATHERPROOF JUNCTION BOX IN PARAPET FOR FASCIA SIGNS. FINAL CONNECTION BY OTHERS. VERIFY EXACT LOCATION OF SIGN WITH McDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. 4. E.C. SHALL COORDINATE LOCATION OF ALL EXTERIOR UGHTS WITH McDONALD'S PROJECT MANAGER TO AVOID INTERFERENCE WITH ANY CORBELS, TRUSSES, BEAMS, OTHER SPECIAL EXTERIOR TREATMENTS OR OTHER ITEMS. INSTALL LIGHT FIXTURES WITH CORRECT ORIENTATION PER MANUFACTURER'S INSTRUCTIONS. 5. E.C. SHALL FIELD VERIFY THAT ALL LIGHT FIXTURES SHOWN ON THIS PLAN DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A DISCREPANCY IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE G.C. BEFORE THE INSTALLATION OF SUCH FIXTURE(S). INSTALLATION METHODS 6. NUMBER NOT USED. 7. THE USE OF "MC" CABLE IN LENGTHS OF 6 FEET OR LESS (WHERE PERMITTED BY LOCAL CODES & AHJ) SHALL BE ALLOWED FOR WIRING TO THE LIGHTING FIXTURES. "ROMEX" OR "BX" SHALL NOT BE USED. 8. E.C. SHALL VERIFY THAT NOT MORE THAN 3% VOLTAGE DROP EXISTS FROM THE UGHTING PANEL TO ANY EXTERIOR UGHTING FIXTURE OR SIGNAGE BALLAST. INCREASE CONDUCTOR SIZE IF GREATER THAN 3%. 9. E.C. SHALL VERIFY ALL TAP SETTINGS FOR H.I.D. LIGHTING FIXTURES AND MAKE ANY NECESSARY CORRECTIONS PRIOR TO INSTALLATION. SPECIALITY LIGHTING 10. SEE THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND REQUIREMENTS FOR THE FACADE ARCADE LIGHTING ELEMENTS AND CANOPY ELEMENTS. PROJECT DEMOLITION NOTES: THE FOLLOWING PROVIDES A GENERAL SCOPE OF WORK FOR THE ELECTRICAL CONTRACTOR FOR THE DEMOLITION REQUIREMENTS OF THIS SITE. THIS SECTION IS NOT ALL INCLUSIVE, AND THE CONTRACTOR SHALL VISIT THE SITE AND COMPARE EXISTING CONDITIONS TO THE REQUIREMENTS DENOTED ON THE CONSTRUCTION DOCUMENTS TO DETERMINE THE EXACT EXTENT OF THE DEMOLITION WORK NEEDED OR REQUIRED. E.C. SHALL PROVIDE ALL DEMOUTION WORK NEEDED OR REQUIRED IN ORDER TO ALLOW FOR THE COMPLETE INSTALLATION AS DENOTED WITHIN THESE DRAWINGS. OUTDOOR BUILDING LIGHTING /POWER Dl. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL OF THE EXTERIOR ILLUMINATED ROOF BEAMS FROM THE BUILDING. REMOVE ALL FIXTURES, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE NEW FACADE INSTALLATION AS DENOTED ON THE PLANS. COORDINATE ALL WORK WITH OTHER TRADES AND WITH THE PROJECT MANAGER. D2. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXTERIOR ELECTRICALLY POWERED FASCIA SIGNAGE FROM THE BUILDING. REMOVE ALL SIGNAGE, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE NEW FACADE INSTALLATION AS DENOTED ON THE PLANS. COORDINATE ALL WORK WITH OTHER TRADES AND WITH THE PROJECT MANAGER. (SEE ARCHITECTURAL DEMO NOTES FOR ADDITIONAL REQUIREMENTS) D3. THE ELECTRICAL CONTRACTOR SHALL RELOCATE ALL EXTERIOR ROOF MOUNTED GENERAL PURPOSE OUTLETS AND ALL PHOTOCELLS AS NEEDED TO ALLOW FOR THE NEW FACADE INSTALLATION. COORDINATE EXACT EXTENT OF WORK WITH ARCHITECTURAL DRAWINGS AND IN THE FIELD WITH THE PROJECT MANAGER. RECEPTACLES SHALL BE INSTALLED SO AS TO BE WITHIN 25' -0" OF ANY ROOFTOP HVAC EQUIPMENT PER NEC. D4. E.C. SHALL VERIFY WHETHER EXISTING OUTDOOR RECEPTACLES ARE GFCI PROTECTED. IF NOT, E.C. SHALL FURNISH AND INSTALL NEW GFCI TYPE PROTECTED RECEPTACLE DEVICES IN PLACE OF EXISTING. E.C. SHALL ALSO FURNISH AND INSTALL WEATHERPROOF COVERS FOR ALL OUTDOOR RECEPTACLES TO COMPLY WITH NEC. GENERAL D5. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SALVAGE REQUIREMENTS FOR ALL EQUIPMENT REMOVED AS PART OF THE DEMOLITION WORK WITH THE CONSTRUCTION PROJECT MANAGER. ALL EQUIPMENT TO BE SALVAGED AND /OR REUSED SHALL BE PROTECTED FROM DAMAGE UNTIL REINSTALLED OR THE TIME PERIOD WHEN IT IS TURNED OVER TO THE OWNER AND /OR THE PROJECT MANAGER. D6. SEE THE GENERAL ELECTRICAL SPECIFICATIONS AND NOTES ON SHEET E1.0 FOR ADDITIONAL GENERAL REQUIREMENTS. FURNISH AND INSTALL P.E. CELL AND TIMECLOCK AS NEEDED (NOT SHOWN). DINING AREA: UGHTING CIRCUITRY AND CONTROLS IN THIS AREA SHALL CONFORM TO THE ENERGY CODE REQUIREMENTS AND AHJ. CONFIRM ALL AUTOMATIC CONTROLS, LIGHTING, SWITCHING AND CIRCUITRY CONFORMS WITH CODES AND AHJ. SEE OTHER SHEET FOR LIGHTING SCHEDULE. DINING AREA: UGHTING CIRCUITRY AND CONTROLS IN THIS AREA SHALL CONFORM TO THE ENERGY CODE REQUIREMENTS AND AHJ. 110 RECIVLU CITY OF TUKW ILA MAY 252012 PERM SErp ND 0 WI RECOBED co DESCRIPTION OD w AER ISSUED ON: 05.25.12 . , 1 E you 6 0 ,i 1 m J t' tc ° v - o .0 Vo.15 c D I:11 m C u _�0.2c- 1,0043c4,811 a . o a °V= c -2 �'c i- .F cilia- 0 atp3ao�v r'' a 0 I 1 m g22 W _..I 0- W¢ 0 Q W � rY 0 0() Z Lu mCL 0 Z U a d a v Al2 -140 - #04250 E2.0 u=' LIGHTING PLAN & NOTES ARCH LOGO SIGN E2 E5 LED/3D (POWER FOR ARCH LOGO SIGN) TO P TO P TO PANEL LP MCDONALD'S FASCIA SIGN E2 E5 E8 (POWER FOR MCDONALDS SIGN) LIQUID TIGHT FLEXIBLE CONDUIT (POWER FOR CANOPY LIGHTS) E8 (POWER FOR E ARCADE LIGHTS) E8 E7 E5 E4 El E4 CL40 CANOPY LIGHTS CLAD E6 E3 (TYPICAL) SEE NOTES 5 & 7 (TYP) E2!E5 E8 ARCH -ARCH LOGO SIGN R FOR LOGO SIGN) El E4 TO PANEL LP LIGHTING NOTE: L1. PROVIDE A WEATHERPROOF JUNCTION BOX AND CIRCUIT IN PARAPET OR FASCIA SIGN. FINAL CONNECTION BY OTHERS. VERIFY EXACT LOCATION OF SIGN WITH MCDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. KEYED NOTES El E2 E3 E4 E5 E6 E7 E8 CUSTOM LED UP /DOWN OR DOWNLIGHTING FIXTURES FOR ARCADE WALLS; ORDERED FROM SECURITY LIGHTING. CONTRACTOR TO FIELD VERIFY FIXTURE MOUNTING HEIGHT, LOCATION, QUANTITY, FIXTURE LENGTHS, AND ALL ELECTRICAL CONNECTION REQUIREMENTS WITH SECURITY LIGHTING AND McDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO ORDERING AND INSTALLATION. WEATHERPROOF JUNCTION BOX /DISCONNECT SWITCH FOR ARCH LOGO / FASCIA SIGN. SEE NOTE L1 ON THIS SHEET. COORDINATE EXACT LOCATION IN FIELD. ALL SIGNS PROVIDED WITH INTEGRAL DISCONNECT SWITCH. CONFIRM CONNECTION POINT OF SIGN. ILLUMINATED WITH INTEGRAL LED LIGHTING. VERIFY LOCATION, LENGTH AND ALL APPURTENANCES INCLUDING ELECTRICAL CONNECTIONS REQUIRED FOR A COMPLETE OPERATING SYSTEM WITH EVERBRITE PRIOR TO INSTALLATION. (TYPICAL) WEATHERPROOF JUNCTION BOX /DISCONNECT SWITCH. COORDINATE EXACT LOCATION IN FIELD. ROUTE TO SPARE BREAKER. IF NOT AVAILABLE, COMBINE WITH LOAD ON LIGHTLY LOADED SIGN BREAKER VIA J -BOX. CONFIRM CAPACITY OF BREAKERS IS NOT TO EXCEEDED. IF NEEDED, FURNISH AND INSTALL A NEW PANEL FED FROM AN EXISTING PANEL OR BREAKER. E.C. SHALL VERIFY EXACT SPECIFICATIONS AND LOCATION WITH MANUFACTURER. VERIFY EXACT INFEED REQUIREMENTS IN THE FIELD. ARCADE LIGHTING, E.C. SHALL CENTER FIXTURES ON ARCADE WALL FACE. SEE NOTE 49 -B ON SHEET E1.0. PARAPET SEE NOTES: 1,3,4,5,6 (TYPICAL) E5 E7IE8 (POWER FOR ARCADE LIGHTS) E21E5,E8 ARCH �OGO SIGN) ARCH LOGO SIGN L LP E4 E5 E8 (POWER FOR CANOPY LIGHTS) IE3f E6 (TYPICAL) - CANOPY LIGHT CANOPY LIGHTS E3JE6 (TYPICAL) ---SEE NOTES 5 & 7 (TYP) AP ROOF ELEMENT ROOF MOUNTING BRACKET SEE NOTES: 1,2 (TYPICAL) LED FIXTURE HOUSING LED LIGHT CANOPY LIGHTS E3 E6 (TYPICAL) SEE NOTES 5 & 7 (TYP) ROOF PLAN 1/4" = 1' SEE NOTES: 1,3,4,5,6 (TYPICAL) SCALE: N.T.S. PARAPET SEE NOTES: 1,2 (TYPICAL) ROOF DETAILS (AS APPLICABLE) LED FIXTURE HOUSING R CLIvtu CITY ! F TUKWLA MAY 2 5 2012 HERMIT CENTER 7. GENERAL NOTES 1. PLACE LED FIXTURE AT DESIRED LOCATION AND INSTALL FIXTURE FROM LEFT TO RIGHT WHEN FACING ARCADE AND ATTACH POWER SUPPLY AND MOUNTING BRACKET AS RECOMMENDED BY MANUFACTURER. 2. EC SHALL CONNECT NEW FIXTURES TO THE NEXT AVAILABLE SPARE 120V CIRCUIT AND MAKE ALL ELECTRICAL CONNECTIONS AS REQUIRED OR NEEDED FOR A COMPLETE OPERATING SYSTEM. 3, POWER SUPPLY SHALL ALWAYS BE INSTALLED TO THE LEFT SIDE OF FIXTURE WHEN FACING ARCADE. 4. OVERALL FIXTURE RUN TO BE CENTERED ON OVERALL LENGTH OF WALL. 5. LED FIXTURE SHALL MATCH COLOR OF CANOPY EITHER PLATINUM SILVER(PS) OR YELLOW (YL). VERIFY LED COLOR WITH AREA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 6. CONNECT NEW LED FIXTURES TO EXISTING LIGHTING CIRCUIT(S) AS REQUIRED OR NEEDED. ENSURE THAT CIRCUIT BREAKER AND CONDUCTOR SIZES DO NOT EXCEED 1200 WATTS ON A 15A CIRCUIT AND 1600 WATTS ON A 20A CIRCUIT. VERIFY EXISTING CONDITIONS AND REQUIREMENTS IN FIELD. PROVIDE ADDITIONAL CIRCUITS (C.B., WIRING, CONDUITS) AS NEEDED. �P,�E FIELD VERIFY EXACT QUANTITY AND LOCATION OF FIXTURES PRIOR TO INSTAL $• LINEAR FIXTURE RUN SHOULD COVER ENTIRE BRAND /ARCADE WALLS. PE' p �� Reathtl >• m DESCRIPTION w o: AER ISSUED ON: 05.25.12 a m W J a- < c rY M wZ L1! 0 zc� 0 5 >- co o Z 3 v z 0 0 a • c • § vs z W 6 ROOF PLAN & NOTES Al2 -140 - #04250 E3.0 TO PANEL LP Ni____ El E7 ARCADE LED TO PANEL LP LIGHTS (TYPICAL) ARCADE LED LIGHT I El 1E7 NEL LP (TYPICAL) / \ ::ii: K__ � - TO PAN: ANEL LP X / \ \ / X / X / l --011-44,-- —I El 1E4 E5 E7 E8 ARCADE L GHTS) _ _ / \ — K„, __... ARCADE LED LIGHTS A - _ o ,\ \ -y- ...,., >< ......„ „______ ,...._ ,... h / \ 7---1 ,, .....„. x x x ...., ,.< i bb, , �i /ARCADE /ucHTs E>.< oith.,. I 1 1 .4,_ ., -0 E1 1E7 (TYPICAL) LIGHTING NOTE: L1. PROVIDE A WEATHERPROOF JUNCTION BOX AND CIRCUIT IN PARAPET OR FASCIA SIGN. FINAL CONNECTION BY OTHERS. VERIFY EXACT LOCATION OF SIGN WITH MCDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. KEYED NOTES El E2 E3 E4 E5 E6 E7 E8 CUSTOM LED UP /DOWN OR DOWNLIGHTING FIXTURES FOR ARCADE WALLS; ORDERED FROM SECURITY LIGHTING. CONTRACTOR TO FIELD VERIFY FIXTURE MOUNTING HEIGHT, LOCATION, QUANTITY, FIXTURE LENGTHS, AND ALL ELECTRICAL CONNECTION REQUIREMENTS WITH SECURITY LIGHTING AND McDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO ORDERING AND INSTALLATION. WEATHERPROOF JUNCTION BOX /DISCONNECT SWITCH FOR ARCH LOGO / FASCIA SIGN. SEE NOTE L1 ON THIS SHEET. COORDINATE EXACT LOCATION IN FIELD. ALL SIGNS PROVIDED WITH INTEGRAL DISCONNECT SWITCH. CONFIRM CONNECTION POINT OF SIGN. ILLUMINATED WITH INTEGRAL LED LIGHTING. VERIFY LOCATION, LENGTH AND ALL APPURTENANCES INCLUDING ELECTRICAL CONNECTIONS REQUIRED FOR A COMPLETE OPERATING SYSTEM WITH EVERBRITE PRIOR TO INSTALLATION. (TYPICAL) WEATHERPROOF JUNCTION BOX /DISCONNECT SWITCH. COORDINATE EXACT LOCATION IN FIELD. ROUTE TO SPARE BREAKER. IF NOT AVAILABLE, COMBINE WITH LOAD ON LIGHTLY LOADED SIGN BREAKER VIA J -BOX. CONFIRM CAPACITY OF BREAKERS IS NOT TO EXCEEDED. IF NEEDED, FURNISH AND INSTALL A NEW PANEL FED FROM AN EXISTING PANEL OR BREAKER. E.C. SHALL VERIFY EXACT SPECIFICATIONS AND LOCATION WITH MANUFACTURER. VERIFY EXACT INFEED REQUIREMENTS IN THE FIELD. ARCADE LIGHTING, E.C. SHALL CENTER FIXTURES ON ARCADE WALL FACE. SEE NOTE 49 -B ON SHEET E1.0. PARAPET SEE NOTES: 1,3,4,5,6 (TYPICAL) E5 E7IE8 (POWER FOR ARCADE LIGHTS) E21E5,E8 ARCH �OGO SIGN) ARCH LOGO SIGN L LP E4 E5 E8 (POWER FOR CANOPY LIGHTS) IE3f E6 (TYPICAL) - CANOPY LIGHT CANOPY LIGHTS E3JE6 (TYPICAL) ---SEE NOTES 5 & 7 (TYP) AP ROOF ELEMENT ROOF MOUNTING BRACKET SEE NOTES: 1,2 (TYPICAL) LED FIXTURE HOUSING LED LIGHT CANOPY LIGHTS E3 E6 (TYPICAL) SEE NOTES 5 & 7 (TYP) ROOF PLAN 1/4" = 1' SEE NOTES: 1,3,4,5,6 (TYPICAL) SCALE: N.T.S. PARAPET SEE NOTES: 1,2 (TYPICAL) ROOF DETAILS (AS APPLICABLE) LED FIXTURE HOUSING R CLIvtu CITY ! F TUKWLA MAY 2 5 2012 HERMIT CENTER 7. GENERAL NOTES 1. PLACE LED FIXTURE AT DESIRED LOCATION AND INSTALL FIXTURE FROM LEFT TO RIGHT WHEN FACING ARCADE AND ATTACH POWER SUPPLY AND MOUNTING BRACKET AS RECOMMENDED BY MANUFACTURER. 2. EC SHALL CONNECT NEW FIXTURES TO THE NEXT AVAILABLE SPARE 120V CIRCUIT AND MAKE ALL ELECTRICAL CONNECTIONS AS REQUIRED OR NEEDED FOR A COMPLETE OPERATING SYSTEM. 3, POWER SUPPLY SHALL ALWAYS BE INSTALLED TO THE LEFT SIDE OF FIXTURE WHEN FACING ARCADE. 4. OVERALL FIXTURE RUN TO BE CENTERED ON OVERALL LENGTH OF WALL. 5. LED FIXTURE SHALL MATCH COLOR OF CANOPY EITHER PLATINUM SILVER(PS) OR YELLOW (YL). VERIFY LED COLOR WITH AREA CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 6. CONNECT NEW LED FIXTURES TO EXISTING LIGHTING CIRCUIT(S) AS REQUIRED OR NEEDED. ENSURE THAT CIRCUIT BREAKER AND CONDUCTOR SIZES DO NOT EXCEED 1200 WATTS ON A 15A CIRCUIT AND 1600 WATTS ON A 20A CIRCUIT. VERIFY EXISTING CONDITIONS AND REQUIREMENTS IN FIELD. PROVIDE ADDITIONAL CIRCUITS (C.B., WIRING, CONDUITS) AS NEEDED. �P,�E FIELD VERIFY EXACT QUANTITY AND LOCATION OF FIXTURES PRIOR TO INSTAL $• LINEAR FIXTURE RUN SHOULD COVER ENTIRE BRAND /ARCADE WALLS. PE' p �� Reathtl >• m DESCRIPTION w o: AER ISSUED ON: 05.25.12 a m W J a- < c rY M wZ L1! 0 zc� 0 5 >- co o Z 3 v z 0 0 a • c • § vs z W 6 ROOF PLAN & NOTES Al2 -140 - #04250 E3.0 Interior Lighting Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamil Project Info Project Address Residential McDonald's - Southcenter/Tukwila (#46-0069) Date LTG - I N T Revised August 2010 5/23/2012 16501 Southcenter Parkway Tukwila, Washington 98188 Applicant Name: AER Engineers, inc. Applicant Address: 11155 120th Ave NE. Ste 200, Kirkland, WA 98033 \Applicant Phone: 425- 739 -6051 For Building Department Use Project Description ❑ New Building ❑ Addition ® Alteration 12 Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Compliance Option 0 Prescriptive ® Lighting Power Allowance 0 Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces dearly on pions.) Alteration Exceptions (check appropriate box - sec. 1132.3) ❑ No changes are being made to the lighting and space use not changed ® Less than 60X of the fixtures new installed wattage not increased, & apace use not changed. Maximum Allowed Lighting Wattage Location (floor plan /room #) Occupancy Description Allowed Watts per 4 +* Gross Interior Area in f Mowed x Area Dining /CS Fast Food Restaurant - Exempt _ See Renovation Calculations On This Page. 2189 Appl. Phone: 425 - 739 -6051 Restroom Fast Food Restaurant - Exempt Lighting Zone (as specified by Jurisdiction) 292 Compliance Option j O Ughting Power Allowance Q. systems Analysis Building Grounds (luminaires > 100 Watts) ❑Efficacy > 60 lumens/W ❑ Controlled by motion sensor . ❑ Exemption (list) 615 .5 From Table 15-1 (over) - document all exceptions on form LTG -LPA Total Allowed Watts No changes are being made to the lighting and space use not changed. Proposed Lighting Wattage Location (floor plan /room #) t iExT. e. nl{tion Number of Fixtures Watts / Fixture Watts Proposed Tukwila, Washington 98188 _ See Renovation Calculations On This Page. Appl. Name: 11155 120th Ave NE, Ste 200, Kirkland, WA 98033 Appl. Phone: 425 - 739 -6051 Project Description II New ❑ Addition ® Alteration ® Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Lighting Zone (as specified by Jurisdiction) Q zone 1 Zone 2 Q Zone 3 0 Zone 4 Compliance Option j O Ughting Power Allowance Q. systems Analysis Building Grounds (luminaires > 100 Watts) ❑Efficacy > 60 lumens/W ❑ Controlled by motion sensor . ❑ Exemption (list) 615 Alteration Exceptions (check appropriate box - sec. 1132.3) No changes are being made to the lighting and space use not changed. • Less than 60X of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 1300 Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft, perimeter (if) or # of Items Allowed Watts x ft2 (or x If) Grounds Walkways <10 wide Building Walkway 1.0 WILY 290 290 Main Entry Main Entry Doorway 30 W/LF of door width 3 90 Other Entries Other Doorways 20 W/LF of door width 9 180 Sales Canopies Entry and Storefront Canopies 1.0 W /ft2 132 132 1 500 1,000 No 500 2 CONFIRM BREAKER AND LOAD CL CONTROL MODULE Total Allowed Tradable Watts: 692 500 Indicate location 1,000 Total Proposed Watts may not exceed Total Mowed Watts for Interior Total Proposed Watts EXEMPT ME A-- BOVE` Notes: 1. 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. 2. For proposed Watts /Fixture, use manufacturer's listed maximum input wattage of the fixture (not simply the lamp wattage) and other criteria as specified in Section 1530. For line voltage track lighting, list the greater of actual luminaire wattage or length of track multiplied by 50, or as applicable, the wattage of current limiting devices or of the transformer. For low voltage track lighting list the transformer rated wattage. 3. List all fixtures. For exempt lighting, note section and exception number, and leave Watts/Fixture blank. Exterior Lighting Summary 2009 Washington State Energy Code Compliance Forms for Nonresidential and Multifamily Residential LTG -EXT Revised Auaust 2010 Project Info Proj Address: McDonald's - Southcenter/Tukwila (#46 -0069) Dote 5/23/2012 16501 Southcenter Parkway For Building Department Use Building Exterior Tukwila, Washington 98188 Name AER Engineers, Inc. Appl. Name: 11155 120th Ave NE, Ste 200, Kirkland, WA 98033 Appl. Phone: 425 - 739 -6051 Project Description II New ❑ Addition ® Alteration ® Plans Included Indicate controls (Sections 1513) including commissioning requirements on plans. Lighting Zone (as specified by Jurisdiction) Q zone 1 Zone 2 Q Zone 3 0 Zone 4 Compliance Option j O Ughting Power Allowance Q. systems Analysis Building Grounds (luminaires > 100 Watts) ❑Efficacy > 60 lumens/W ❑ Controlled by motion sensor . ❑ Exemption (list) 615 Alteration Exceptions (check appropriate box - sec. 1132.3) No changes are being made to the lighting and space use not changed. • Less than 60X of fixtures are new, installed wattage not increased, & space use not changed. Tradable Maximum Allowed Lighting Wattage Base Site Allowance: 1300 Tradable Surfaces Description Allowed Watts per ft2 or per If Area (ft, perimeter (if) or # of Items Allowed Watts x ft2 (or x If) Grounds Walkways <10 wide Building Walkway 1.0 WILY 290 290 Main Entry Main Entry Doorway 30 W/LF of door width 3 90 Other Entries Other Doorways 20 W/LF of door width 9 180 Sales Canopies Entry and Storefront Canopies 1.0 W /ft2 132 132 1 500 1,000 No 500 2 CONFIRM BREAKER AND LOAD CL CONTROL MODULE Total Allowed Tradable Watts: 692 Tradable Proposed Lighting Wattage (use mfgr listed maximum input wattage for luminaire.) Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Building Exterior S1 -Wall Sconce 7 110 770 Canopy Areas CL4D - 4' LED Canopy Lights 10 37 370 2 800 5 123 615 Total proposed tradable watts may not exceed the sum of total allowed Total Proposed Tradable Watts: frn,lnkla naffs Mils Ohs knee *ifs nllnurnnns Arty Imes at+a nllnu,nnns nnf 1140 needed to make tradable watts comply can be applied to individual non - tradable categories. Non - Tradable Maximum Allowed Lighting Wattage Base Site Allowance Remaining 852 Non - Tradable Surfaces Description Allowed Watts per ft2 or per if Area (ft2), perimeter (If) or # of items Allowed Watts x ft2 (or x If) Bldg. Facade (by perim) Arcade Wails 5.0 W/If 63 315 Drive up Windows & Doors Drive -Thru Window Areas 400W per driveup 2 800 5 123 615 Bldg. Facade (by perim) LEDBD - 8' LED Down Only Arcade Ught Non - Tradable Proposed Liahtina Wattage Surface Fixture Description Number of Fixtures Watts/ Fixture Watts Proposed Bldg. Facade (by perin) 1103 - 3' LED Up/Down Arcade Light 1 46 46 Bldg. Facade (by perim) LED6D - 6' LED Down Only Arcade Ught 2 56 112 Bldg. Facade (by perim) LED8 - 8' LED Up/Down Arcade Light 5 123 615 Bldg. Facade (by perim) LEDBD - 8' LED Down Only Arcade Ught 1 75 75 Drive up Windows & Doors S1- Wall Sconce 2 110 220 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. EXISTING 'LP' PANEL SCHEDULE (WITH REVISED CIRCUITRY - VERFIY BREAKERS AND LOADS) PANELBOARD PANEL TYPE NEMA TYPE ENCLOSURE: LP Dote 5/23/2012 VOLTAGE MAIN MOUNTING 120V/ 208 PHASE MAIN OPTIONS: 3 WIRE 250 4 AIC RATING: NOTE: FED FROM: CONFIRM WITH UTIUTY S1 250 AMPS RATING AMPS Local control /access Schedule with type, indicate locations 15 x N.A. MDP Area controls Maximum limit per switch x 33 SERVES TYPE LOAD CKT BRKR CKT NO. CKT LOAD PHASE LOADS CKT LOAD CKT NO. CKT BRKR TYPE LOAD SERVES AMP IPOLE N.A. A B C _AMP POLE CONTROL MODULE CL CONFIRM BREAKER AND LOAD 1 500 1,000 No 500 2 CONFIRM BREAKER AND LOAD CL CONTROL MODULE CL 3 500 Indicate location 1,000 500 4 CL CL 5 500 N.A. 1513.6 1,000 500 6 CL BUBBLE UGHTS L 20 /1 7 500 1,500 _ - 1,000 8 20 /1 L KITCHEN LIGHTS DINING LIGHTS L 20 /1 9 200 _ 1,200 Commissioning 1,000_ 10 20 /1 _ L KITCHEN UGHTS DINING LIGHTS L 20 /1 11 200 _ _ Interior Lighting Summary Form 1,400 1,200 12 20 /1 L STORAGE UGHTS DINING CAN UGHTS L 20 /1 13 1,000 1,600 I I 600 14 20 /1 L ROOF UGHTS DINING CAN UGHTS L 20 /1 15 1,000 1,500 500 16 _ 20 /1 L SOFFIT UGHTS WEST ROOF SiGN L 20 /1 17 1,200 _ 1,400 200 _ 18 _ 20 /1 L SOFFIT LIGHTS EAST COUNTER LIGHTS L 20 /1 19 500 700 200 20 20 /1 L SOFFIT UGHTS EAST LOT UGHTS L 20 /2 21 1,670 _ 1,870 200 22 20 /1 L CASH WINDOW LIGHTS L 23 1,670 ` 2,390 720 24 20 /1 R CASH WINDOW RECEPTACLE SPARE L 20 /1 25 720 _ _ 720 __ 26 20 /1 R CASH WINDOW RECEPTACLE SPARE L 20 /1 27 _ 0 28 20 /1 SPARE ROOF RECEPTACLE R 20 /1 29 360 1,360 1.000 30 20 /1 L _D/T SIGN ROOF RECEPTACLE R 20 /1 31 360 2,030 1,670 32 20 /2 L LOT UGHTS D/T RECEPTACLE R 20 /1 33 360 2,030 1,670 34 L D/T RECEPTACLE R 20 /1 35 360 1,260 _ 900 36 20 /1 L D/T MENU BOARD PANEL AP -4 30 /3 37 3,600 , 3,600 38 20 /1 SPARE 39 3,600 5,100 1,500 40 20 /1 L ROAD SiGN 41 3,600 4.200 600 42 20 /1 CL DETEX PHASE PHASE TOTAL KiTCHEN LOAD = TOTAL LIGHTING LOAD = TOTAL NON -CONT. LOAD = TOTAL RECEPTACLE LOAD = TOTAL CONTINUOUS LOAD = TOTAL HVAC LOAD = LARGEST MOTOR LOAD = TOTAL KVA = TOTAL AMPS = CONNECTED CONNECTED CONN. KVA AMPS WATTS = AMPS = DEMAND FACTOR 11,150 12,700 13,010 LOAD TYPE KEY: K = KITCHEN LOAD L = LIGHTING LOAD NC = NON - CONTINUOUS LOAD R = RECEPTACLE LOAD + 50% Ct. = CONTINUOUS LOAD H = HVAC LOAD LM = LARGEST MOTOR LOAD /120V 3PH, 4W 93 106 108 = = = = = = = = DEMAND = DEMAND KVA 1ST 10 IAMPS02O8V 0.00 19.58 0.00 2.88 3.60 0.00 0.00 X 0.65 X 1.25 X 1.0 X 10 +50% X 1.25 X 1.0 X 1.25 0.00 24.48 0.00 2.88 4.50 0.00 0.00 26.1 31.9 CONN. AMPS 72 I_ 89 Total excess Non - Tradable watts: Site Allowance Balance: 533 319 on- Tradable areas COMPLY with site allowance EXISTING SERVICE POLE EXISTING UITILTY COMPANY POINT OF SERVICE TERMINATION EXISTING METER Lighting, Motor, and Transformer Permit Plans Checklist LTG-CHK 2009 Washington State Energy Code Compliance Forma for Nonresidential and Multifamily Residential Revised August 2010 Project Address McDonald's - Southcenter/Tukwila (#46-0069) Dote 5/23/2012 Watts Watts The following information is necessary to check a permit application for compliance with the lighting, motor, and transformer requirements in the 2009 Washington State Nonresidential Energy Code. Applicability (yes, no, n.a.) Code Section Component information Required Location on Plans Building Deportment Notes LIGHTING CO NTROLS (Section 1513) N.A. 1513.1 Local control /access Schedule with type, indicate locations 15 x N.A. 1513.2 Area controls Maximum limit per switch x 33 N.A. 1513.3 Daylight zone control Schedule with type and features, indicate locations 3 x N.A. = vertical dazing Indicate vertical glazing on plans LED Recessed Can Downlight -White (14W) Restroom N.A. 8 overhead glazing indicate overhead glazing on plans LT -6 LED Recessed Can Downlight -Black (14W) N.A. 1513.4 Display /exhib /special Indicate separate controls 126 No 1513.5 Exterior shut -off Schedule with type and features, indicate location , Yes (a) timer w/backup Indicate location E2.0 Yes (b) photocell. Indicate location E2.0 N.A. 1513.6 Inter. auto shut -off Indicate location Yes 1513.6.1 (a) occup. sensors Schedule with type and locations E2.0 N.A. 1513.6.2 (b) alto. switches Schedule with type and features (back -up, override capability); Indicate size of zone on plans N.A. 1513.7 Hotel /motel controls indicate location of room master controls Yes 1513.8 Commissioning indicate requirements for lighting controls commissioning E2.0 EXIT SIGNS (Section 1514) Yea i 1514 'Max. watts 'Indicate watts for each exit sign I E3.0 I LIGHTING POWER ALLOWANCE (Section 1530 -1532) Yes 1531 Interior Lighting Summary Form Completed and attached. Schedule with fixture twee, lamps, ballasts, watts per fixture E4.0 Yes 1532 Exterior Lighting Summary Form _ Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture E4.0 MOTORS (Section 1511) N.A. I 1511 llec motor efficiency CH -MOT or Equipment Schedule with hp, rpm, efficiency I I TRANSFORMERS (Section 1540) N.A. I 1540 'Transformers xlicate size and efficiency I I If o" is circled for any question, provide explanation: Project: McDonald's - Southcenter ( #46 -0069) Date: May 23, 2012 Calculations below indicate that the new fixtures wattage is less than or equal to the existing lights being removed. Existing Lights Summar Location Description Qty Remaining Qty Being Domed Watts Watts Total Watts Total Watts Dining I Customer Service Small Pendants x 21 x 83 = 1743 Comp. Fluor. Downlight 32 15 x 66 = 990 4 x 33 = , 132 LT -4 LED Single Square Recessed Downlight (17W) 3 x 17 = 51 LT -5 LED Recessed Can Downlight -White (14W) Restroom Comp. Fluor. Downiight 8 in 196 LT -6 LED Recessed Can Downlight -Black (14W) 9 x 14 = 126 �---^, Totals = i % of lights being changed = 47% New Lights being added: 36 Exist. Total being demolished: To Description Qty Watts Total Watts LT -1 CFL Small Pendants (14W) 10 x 14 = 140 LT -2 CFL Medium Pendant (28W) 4 x 28 = 112 LT -3 LED Double Rectangular Recessed Downlight (33W) 4 x 33 = , 132 LT -4 LED Single Square Recessed Downlight (17W) 3 x 17 = 51 LT -5 LED Recessed Can Downlight -White (14W) 14 x 14 in 196 LT -6 LED Recessed Can Downlight -Black (14W) 9 x 14 = 126 , . - New Total being added: Conclusion: The new light wattage being added is lets than the existing wattage being removed. EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT EXISTING ROOFTOP UNIT ROOF UNE i71 EXISTING HEAVY DUTY SAFETY SWITCH EXISTING PANEL PP 600 AMPS I20V/208V 3114 4W PANEL AP -1 EXIST. PANEL (M) EXIST. PANEL AP -2 BUST. ISLAND EXIST. PANEL AP -3 C(IRM ALL PANELS AND THERE LOCATIONS. EXIST. PANEL LP EXIST. PANEL AP -4 FLOOR LINE FURNISH AND INSTALL UFER GROUND TO SATISFACTION OF AHJ IF NOT EXISTING. ONE -LINE RISER DIAGRAM (PARTIAL) NOTE NEW WORK WILL REDUCE TOTAL SERVICE AND PANEL LOAD. RECklvtU CITY OF TUKWILA MAY 252012 ,�� PERM P ` ENO PpR °vAL R�Q�1aED 114 n 8 us 4 N •O a x� N- U, N 0 0 N W I- rn 0 0 J 0 0 N w 4 ®2010 0 6 61-t; O =1 0 „ C m 121 ac.v e a =� 2 0 cl* poevvoto O m3i:,c °- :11:;::66;0-0.14:111-6 C :t °QO ®0C a.bSeg 6v c Q'w o 8 e °,cekj e® pvir =��►V.3 ° a _''S°®6pc3.2 :16 �q �o90 0 ors r'li �E 0 3Z�3 . 3ooe a .- c != •.o ° v ao c 0301 -.I V ao: - e, �a.3..r� w Q ay) 0 CI v Al2 -140 - #04250 E4.O NE -LINE, PANELS & CALCS KEY NOTES C MENU BOARD SYSTEM BY FLORIDA PLASTICS. CONNECT TO EXISTING MENU BOARD CIRCUITRY. VERIFY MOUNTING REQUIREMENTS IN FIELD. PROVIDE POWER TO MENU BOARD PER MANUFACTURER SPECIFICATIONS. LOCATE J -BOXES ABOVE CEIUNG IN AN ACCESSIBLE LOCATION. SYSTEM INCLUDES LIGHTING, COORDINATE ANY POTENTIAL CONFLICTS/INTERFERENCES WITH MECHANICAL, ELECTRICAL AND FIRE PROTECTION. MCCAFE MONITOR. SEE DETAILS ON OTHER SHEET FOR DETAILS. PROVIDE POWER AND DATA PER MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. COORDINATE DATA REQUIREMENTS WITH MCDONALD'S. DUAL POINT PREPARATION NOTES: • ADD POWER FOR ORB COMPUTER AND RECEIPT SCANNER OUTLETS UNDER COUNTER. SEE 216.04. • ADD POWER OVERHEAD WHERE ORB MONITOR WILL BE INSTALLED AT FACE OF SOFFIT V.I.F. SEE 216.05. • ALL CABLES EXTENDING FROM KEYSTATION EQUIPMENT ARE TO BE NEATLY BUNDLED, RUN ON TOP OF COUNTER SURFACE, SECURED TO UNDERSIDE, AND PLUGGED INTO DESIGNATED RECEPTACLES. TO BE DRILLED PENDING A FUTURE DECISION ON ALTERNATIVE KEYSTATION POSITIONING ON COUNTER. KITCHEN (CO IT RRM GENERAL) 11 (CONFIRM GENERAL) 701.13 E3 215.00 219.00 E1) E3) 215.00 El) 219.00 E3) CUSTOMER SERVICE AREA 215.00 219.00 215.00 219.00 E1 E3) E1 E3) 215.001 E6) 216.051E1 216.041E1) PRESENTER CONFIRM QUANTITIES AND LOCATIONS WITH GENERAL. FURNISH AND INSTALL ISOLATED CIRCUITS FOR EACH DEVICE PER SCHEDULE (BELOW). FURNISH AND INSTALL ADDITIONAL NEEDED BREAKERS, FEEDERS, PANELS AND MISCELLANEOUS AS NEEDED. D ELECTRICAL FOR ORB. VERIFY LOCATION IN CEILING. PARTIAL POWER PLAN 1/4 " =1' ELECTRICAL SCHEDULE TAG # QTY DESCRIPTION VOLT /PH FLA BRK SIZE COND /WIRE RECEP TYPE HOT AFF REQUIREMENT & REMARKS 215.00E1 4 POS PC HARDWARE - FRONT COUNTER 120/1 ISOLATED 3.0 EA 20A + 1/2 "C- 2 #12IG IG4700 2' -0" EC TO RUN 3/4" COND IN WALL FOR FLUSH MTD SPCL. RECEP FOR KEYSTATIONS (MONITOR, CPU & CASH DRAWERS) 215.00E6 1 POS PC HARDWARE - FRONT COUNTER DATA CABLE - - - 4X4X4 PB 1' -6" EXTEND 2-1/2" CONDUIT UNDER SLAB TO 215.00E7 FOR POS DATA CABLES. 216.04E1 1 ORB MONITOR (MINI) 120/1 ISOLATED 1.5 EA 20A 1/2 "C- 2 #121G IG4700 1' -6" - 216.05E1 1 ORB MONITOR 120/1 ISOLATED 1.5 EA 20A 1 /2 "C- 2 #12IG IG4700 FLUSH ON CLG - 219.00E3 4 POS - RECEIPT PRINTER /CASHLESS 120/1 ISOLATED 0.7 EA 20A 1/2 "C- 2 #12IG IG4700 2' -0" FOR RECEIPT LOCATED IN FRONT COUNTER. POWER FROM ORB MONITOR CIRCUIT IN PRESENTER'S BOOTH. 701.13E3 1 DCO - GENERAL PURPOSE 120/1 1.5 EA 20A 1/2"C- 2#12IG 5 -20R 1' -6" - 1(#2 It CITY OF TUKWILA MAY 2 5 RECEIV 201 u %' 2 . E PERMIT .. A'� " L 11 0 DESCRIPTION AER ISSUED ON: 05.25.12 a ENGINEERS 0 La a M N U) z W i 0 0 O N LU in 5 m a I 0 i- w w< O< M w ct z Ca (7) Z_c _ 5 >- m O F .0 0 1 a a g m Z o `S Al2 -140 - #04250 ,*octo E5.O TIAc. OWER PLAN