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HomeMy WebLinkAboutPermit D12-048 - APPLEBEES - CANOPY, ROOFCAP AND AWNINGSAPPLEBEES 17790 SOUTHCENTER PY D12-048 City oTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Inspection Request Line: 206- 431 -2451 -EWeb site:" http: /Awww.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049110 Address: 17790 SOUTHCENTER PY TUKW Suite No: Project Name: APPLEBEES Permit Number: D12-048 Issue Date: 02/29/2012 Permit Expires On: 08/27/2012 Owner: Name: KIR TUKWILA 050 LLC Address: C/O KIMCO REALTY CORP , 3333 NEW HYDE PARK RD #100 PO BOX 5020 11042 Contact Person: Name: MIKE LINEBRINK Address: 1330 N FOREST ST , BELLINGHAM WA 98225 Contractor: Name: SIGNS PLUS Address: 1330 N FOREST ST , BELLINGHAM, WA 98225 98225 Contractor License No: SIGNSPI952LW Lender: Name: Address: Phone: 360- 671 -7165 Phone: 360 - 671 -7165 Expiration Date: 06/16/2013 DESCRIPTION OF WORK: INSTALL ONE LIGHTED TRELLIS CANOPY, ONE LIGHTED ROOFCAP AND TEN (10) LIGHTED AWNINGS TO EXISTING BUILDING. Value of Construction: $5,000.00 Fees Collected: $306.95 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0004 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -048 Printed: 02 -29 -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: Permit Center Authorized Signature: I hereby certify that I have read and governing this work will be complie N Date: Mb_ ned this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not pr e to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performanc- - authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: a_ai- Print Name: I VVk sL"H `-e' Lc, 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 CONDI'I'fONS * ** 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 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. 4: 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. 5: 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. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: IBC -7/10 D12 -048 Printed: 02 -29 -2012 7: All electrical work shall be inspected aiproved under a separate permit issued by ilikity of Tukwila Building Department (206- 431 - 3670). 8: 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 Thkwila 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. doc: IBC -7/10 D12 -048 Printed: 02 -29 -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. b 1)-- O Lt ‘ Project No. Date Application Accepted: 2 1 1 Date Application Expires: g- �'tp•-- (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: 17790 Southcenter Parkway Tenant Name: Applebee's King Co Assessor's Tax No.: 352304 -9005 Suite Number: New Tenant: PROPERTY OWNER Name: KIR TUKWILA 050 LLC/KIMCO Address: 3333 NEW HYDE PARK STE 100 City: NEW HYDE PARK State: NY Zip: 11402 CONTACT PERSON — person receiving all project communication Name: Mike Linebrink/Signs Plus Address: 1330 N Forest Street City: Bellingham State: WA Zip: 98225 Phone: (360) 671 -7165 Fax: (360) 671 -0144 Email: mike @signsplusnw.com GENERAL CONTRACTOR INFORMATION Company Name: Signs Plus Address: 1330 N Forest Street City: Bellingham State: WA Zip: 98225 Phone: (360) 671 -7165 Fax: (360) 671 -0144 Contr Reg No.: SIGNSPI952LW Exp Date: 06/16/2013 Tukwila Business License No.: BUS- 0992358 H:\ApplimtiomWonn- Applications On Line\2011 Applicaions\Peimil Application Revised - 8-9-1 I.docx Revised: August 2011 bh Floor: ❑ Yes .. No ARCHITECT OF RECORD Name: N/A Company Name: Design Team Company Name: N/A Engineer Name: Kenneth C Gaston Architect Name: City: Savannah State: TN Address: Phone: (800) 953 -3744 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: N/A Company Name: Design Team City: State: Zip: Engineer Name: Kenneth C Gaston Address: 350 Pinhook Drive City: Savannah State: TN Zip: 38372 Phone: (800) 953 -3744 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A Address: City: State: Zip: Page 1 of 4 • • BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 5,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Install one lighted trellis canopy, one lighted roofcap and ten (10) lighted awnings to existing building 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: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" 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. HA pplicatiom\Fams- Application, On Line12011 Applications \Remit Application Revised • 8.9.11.doca Revised: August 2011 m Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1° Floor A r W C 2°d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck 1 Uncovered Deck N / C PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: 'Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" 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. HA pplicatiom\Fams- Application, On Line12011 Applications \Remit Application Revised • 8.9.11.doca Revised: August 2011 m Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND E THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF a' OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU . 0 Signature: Date: 02 /16/2012 Print Name: Mike Linebrink Day Telephone: (360) 671 -7165 Mailing Address: 1330 N Forest Street Bellingham WA 98225 HAApplicatiamWaam- Application On Line \2011 Applicatiom\Pamit Application Revised - 8-9-1 I.docx Revised: August 2011 bb City State Zip 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.: 2623049110 Permit Number: D 12 -048 Address: 17790 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 02/16/2012 Applicant: APPLEBEE'S Issue Date: Receipt No.: R12 -00743 Payment Amount: $306.95 Initials: WER Payment Date: 02/22/2012 11:33 AM User ID: 1655 Balance: $0.00 Payee: SIGNSPLUS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 96905 306.95 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE 000.322.100 000.345.830 640.237.114 Total: $306.95 183.30 119.15 4.50 doc: Receiot -06 Printed: 02 -22 -2012 INSPECTION RECORD Retain a copy with permit INSPEC ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ‘t- -.(206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 -o4 Project: Type ofspectio , Address fr Date d• Special Instructions: Date Wanted:.„ pars Requester: Phone No: Approved per applicable codes. Corrections req COM MENTS: Inspect r.) J red prior to approval. r REINSPECTION FED REQUIRED. Prior to next insp paid at 6300 Southcenter Blvd.. Suite 100. Call to sc fee must be e: reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO., � T Of',TUKWILA BUILDING 6300 Soutfitenter eIvd., #100, Tukwila. WA 98188 PerMit Insppectloh Request Line (206) 431 -2451 Special.lpstructions: . • PERMIT NO. DIVISION (206) 431 -36 0 Type Inspects n: •, , rJ („�� (6(n6 Date C troAA w Date Wante „21 Requester: Phone N • .' 3 U_(1 proved per applicable codes. CO MENTS: rrections required prior to approval. ctor: Date -2;9 r , REINSPECTIDN FEE REQUIRED. Prior to next inspection. fee must be pa,d at 6300`Soutficenter 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 R DMZ —©4g Project:,,�t�`. tJ �� TYPefo�N4ct/1n� bC'd� Addr "S: � q 0 & g Date Called:: (4 r A 6 Special Instructions: Date Wanted:. _G r, ,L^ a.m. L Requester: Phone No: Approved per applicable codes. •orrections required prior to approval. / COMMENTS: Ilnspec or: 1 ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PLANNING APPROVED No changes can be made to these plans without approval from the Planning Division of DCD Approved By:, 5 M %relnr Date: SEPARATE E PE. REQ' 1RED Fi echanical S cctnCal �!0- umbing Gas Piping ( ', of Tukwila '1^T r�lvi ,MIT R: 366 I FILE JCLs' PY Permit No., ?1)— 0 M plan review approval is subject to errors and omission& t;: :- rr.! of construction documents does not autilorhi , .._ ion of any adopted code or ordinance. Phscs' t o, q 2roved •y 4,.,. :� ;; , acknowledgb k By Date: 6' SEA GULL SPOT LIGHT QTY = FOUR (4) 2 EACH ON THE SIDE AND 2 ON THE FRONT INTERNAL GUTTER SYSTEM WITH VERTICAL SPOUT TO THE GROUND. YELLOW UNE INDICATES GUTTER SYSTEM AND WATER FLOW DIRECTION. GREEN UNE IS PLAN VIEW OF BUILDING City Of Tukwila BUILDING DIVISION O CAN MIT SPENCER DOWN UMW. ENTRY AREA AND SIDES TO HAVE ALUMINUM COVER ON TOP AND BOTTOM. TOP IS REMOVABLE FOR INSTALL AND SERVICE 11' 0" TRELLIS PLAN VIEW 14' -0" TOP TO HAVE WHITE LED DOWN UGI{TING 16 in 1 ❑TRELLIS FRONT VIEW APPRDVAL INFORMATION & CONFIRMATION 2' X 16' ALUMINUM TUBE FRAME PAINTED 313 DARK BRONZE WITH WOOD GRAIN ALUMINUM ADHERED TO THE FACE OF BAND. TOP AND BOTTOM TO HAVE BENT ALUMINUM ANGLE PAINTED BLACK REVISIONS No changes shall be made to the scope cf ec e Wtit prior approval of Tukwila Rug ding Division- n •••.•••T • _ - c.�LJ`i:S t�l�'! r quire a new plan s ray in ,ude add tianal plan renew fee SIGN SPECIFICATIONS: 6 6' CAN LIGHT 1r2' X3' WEDGE STUD ANCHOR SIDE VIEW OF FRONT COVERED SECTION INSTALL ALUMINUM TRELLIS AWNING SYSTEM. TREWS TO BE ALUMINUM TUBE FRAME COVERED WITH 1/8' ALUMINUM. TO HAVE A CONTINUOUS WHITE LED DOWN LIGHTING AROUND THE TOP PERIMETER OF AWNING. FRONT SECTION TO HAVE TWO(2) 6' CAN LIGHTS FOR DOWN LIGHTING AND INTERNALLY ILLUMINATED WITH FLUORESCENT BULBS. LETTERING TO BE 3/4" CLEAR ACRYLIC PUSH THRU WITH FIRST SURFACE VINYL GRAPHICS APPUED. FRAME TO BE PAINTED GLOSS BLACK AND FRONT TO HAVE A POWDER COAT WOOD GRAIN FINISH. THE TOP OF THE AWNING WILL HAVE A SPOUT SYSTEM THAT IS COVERED WITH MESH. AWNING TO HAVE FOUR(4) 6° SPOT LIGHTS ON TOP SIDE OF AWNING(1 -EACH ON THE SIDE AND 2- ON THE FRONT) PROPOSED FRONT ELEVATION D Iz REV EWED FOR CODE COMPLIANCE APPROVED FEB 282012..�// 1AA'- City of Tukwila BUILDING DIVISION RECEIVED FEB 16 2012 PERMIT CENTER I have reviewed this proof in regard to: sign type; order quantity; and SIGNATURE accuracy of icons, symbols and text (e.g., spelling, capitalization, punctuation). Li Proof is approved. Proceed with production of order. Proof is approved with corrections. Make corrections as indicated and proceed J Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. These plans are the exclisive property of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product simian to one emboded herein, is expressly forbidden h the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entaied h creating these plans. PRINT NAME DATE SIGN COMPANY LLC. 350 Wnhook Road, Savannah, 7N 38372 731. 925-4448 • Fax 731-926-2022 800-953-3744 • www.doslgnteam.net reuern 11 A //if CLIENT APPLEBEE'S Tukwila, WA ■OLERANC ES. ALL OLULNSIONS ARE IN INCHES UNLESS OTHERWISE SPECi1ED� .XX -10.03 .XXX- :0,015 ANGLES -1 UNSPEC PIED RADII - .015 R , VIDUSTISAL RIM AS50OA1 N8LA105101AL TITLEIDESCRIPTION: JOB #: DATE' 2/18/11 DRAWN BY: TAG FILE: PROJMNT/TGAMEZ/AB/Tukwila APPROVED BY: SIZE: 'SCALE: O SHEET 1 OF DRAWING NUMBER: SHEET NUMBER: 162 in Bin LED LIGHT 9 ir� .063 ALUMINUM COVERING (n 1 FRONT VIEW OF ROOF CAP WALL EDGE WALL EDGE 120 in 30 jn COLONIAL RED STANDING SEAM ROOF .063 ALUMINUM COVERING SIDE VIEW OF ROOF CAP SIGN SPECIFICATIONS: ROOF CAP TO BE 1 -1/2" X .125 ALUMINUM TUBE FRAME WITH STANDING SEAM UNA CLAD ATTACHED. COLOR TO BE COLONIAL RED. ALL FASCIA AND CEILING TO BE .063 ALUMINUM PAINTED TO MATCH COLONIAL RED. TO BE INTERNALLY ILLUMINATED WITH FOUR(4) 8" LED DOWN LIGHTING. REVIEWED F R CODE CO PLI NCE APPROVE FEB 2 8 201 I have reviewed this proof in regard to: sign type; order quantity, and SIGNATURE accuracy of Icons, symbols and text (e.g., spelling, capitalization, punctuation). 3 Proof is approved. Proceed with production of order. Proof is approved with corrections. Make corrections as indicated and proceed 3 Proof is not approved. Make corrections as Indicated and resubmit proof. with production of order. These plans are the exclusive property of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans Distrbution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product simiar to one embodied herein, is expressly forbidden. In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed 5500 b compensation for time and effort entailed in creating these plans. PRINT NAME TITLEIDESCRIPTION: Y JOB 9: SIGN COMPANY LLC. 350 Pinh0Ok Road. Savannah, T74 38372 731 - 925-4448 • Fax 731- 926.2022 800- 953 -3744 • wwwAesIgntaam.net TQLERXNC ES: ALL DIMENSIONS ARE IN INCHES UNLESS OTHERWISE SPEGTIED XX -10.03 0X0 -- _0.015 ANGLES -2" UNSPEC IMO R0011 - .015 5 _ FILE: PROJMNT/TGAMEZ/AB/Tukwila DATE: 2118/11 J DRAWING NUMBER: DRAWN BY: TAG APPROVED BY: SIZE SHEET NUMBER: %Nan SIGN COMPANY LLC. 49" 102" 68" 1G in 30" I - In 3 in 4 in- 1 'AWNING FRONT DETAIL SPECIFICATIONS: INSTALL ALUMINUM TUBE FRAMED AWNINGS AWNING TO BE COVERED WITH POWDERCOATED METAL TO BE MATTE TIGER DRYLAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT LIGHTING. 14 I PROPOSED FRONT ELEVATION 49" 102" 68" m 30" I -In ,Awnings.shouldhang 51,over:thetop of the window and approximately 6 -8" below sign or architectural break in building, 4 111 3 In AWNINGS 2 I AWNING SIDE DETAIL 3M3630 -73 ORACAL030 DIGITALLY DARKRED DARKRED PRINTED VINYL VINYL TRANS.VINYL MEL . TIGER DarIAC woe RED El • .nvlE wort INTT TRA auwac ( ca, M91.1tioo, <m LIGHT IRALK COLOR SCHEDULE WHITE METAL TIGER Dmuc moo RED IRARE EXISTING FRONT ELEVATION APPROVAL INFORMATION & CONFIRMATION 1 have revlewed this proof in regard to: sign type;orderquantityand SIGNATURE accuracy of Icons, symbols and text (e.g, spelling, capitalization, punctuation). Li Proof is approved. Proceed with production of order. LI Proof is approved with corrections. Make corrections as indicated and proceed LI Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. DATE REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2012 City of Tukwila BUILDING [DIVISION RECCEDVED FEB 16 2012 PE 11T CENTER PRINT NAME These plans are the exclusive property of Design Team Sign Company and are the result of the original work of Its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhbition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, Is expressly forbidden. In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entafed in creating these plans SIGN COMPANY LLC. 350 Pixhook Road, Savannah, TN 38372 731 - 9254448 • Fax 731. 926 -2071 800- 953 -3744 • wwx:designteam.nel //if CLIENT: APPLEBEE'S Tukwila, WA rOLEGNC ES: .LL DIVEN SIONS ARE IN INC HES UNLESS OTHERWISE SPECFk-0 . %X -10.03 .%%%_1.0.015 ANGLES -21' UNSPECInCD RAD1 - .015 R TITLEIDESCRIPTION: JOB tk. DATE: 2/18/11 DRAWN BY: TAG SHEET 1 OF 1 0 DRAWING NUMBER: FILE? PROJMNT/TGAMEZ/AB/Tukwila APPROVED BY: SIZE: SCALE: SHEET NUMBER SIGN COMPANY LLC. 46" 96" 68" 1 G 1n 30" In 4i 3 In 1 'AWNING FRONT DETAIL SPECIFICATIONS: INSTALL ALUMINUM TUBE FRAMED AWNINGS. AWNING TO BE COVERED WITH POWDERCOATED METAL TO BE MATTE TIGER DRYLAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT LIGHTING. 4 PROPOSED FRONT ELEVATION 46" 96" 68" In 30' I -In 4 11 3 in EXISTING FRONT ELEVATION AWNINGS 2 [AWNING SIDE DETAIL 3M3630-73 DARKRED VINYL ME TL 11GER DRYIAC 5000 RED ORACAL030 DIGITALLY DARKRED PRINTED VINYL TRANS.VINYL ■ APPLE PRM MATTE BLACK 00. MIS. Y.100. 050 LIGHT TRACT( COLOR SCHEDULE WHITE METAL nGE C 5000 RED ;RAW RE0 6 -8" below sign or architectural break in building, rREVIEWED FOUR ODE COMPLIANCE APPRrOVED FEB 2 8 2012 City of Tukwila ULDING DIVISION RECEOVED FEB 16 2012 PERMIT CUTER APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type; order quantity; and SIGNATURE accuracy of icons, symbols and text (e.g, spelling, capitalization, punctuation). Proof is approved. Proceed with production of order. Li Proof is approved with corrections. Make corrections as indicated and proceed 3 Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. PRINT NAME DATE These plans are the exclusive pmperty of Design Team Sign Company and are the resit of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, Is expressly forbidden. In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entailed in creating these plans. SIGN COMPANY LLC. 350 P(M0Ok Road, Savannah, TN 38372 731.9254448 • Fax 731- 928 -2022 800- 953 - 3744 • www.deslgnteam.nel IR5L DRI1aILLMLL A CLIENT: APPLEBEE'S Tukwila, WA -- *OLERANCES: A.J. .% -D300103 5 10h 012 .0E 0 _5II0C1N5 E S UNLE0S0S 0 005 5-1t01 ' 5! SPEC PED UNSPCCIfCD RADII - .015 R TITLEIDESCRIPTION: JOB p: DATE: 2/18/11 DRAWN BY: TAG SHEET 1 OF DRAWING NUMBER: FILE PROJMNT/TGAMEZ/AB/Tukwila APPROVED BY: SIZE: SCALE: SHEET NUMBER: SIGN COMPANY LLC. 83 in AWNING FRONT a AIL SPECIFICATIONS: 1 ALL ALUMINUM TUBE FRAMED AWNINGS. AWNING TO BE COVERED WITH POWDERCOATED METAL TO BE MATTE TIGER DRYLAC 111 RED. AWNINGS TO HAVE TWO ROWS OF FRONT UGHTING. 4 PROPOSED FRONT ELEVATION Door not shown 3 In 8 in 3 In / NDOW +/ -5' f 2 j AWNING SIDE DETAIL ,J METAL APPLE PRINT MATTE BLACK TIGER DRYLAC C:0, M:97, Y:100, K:50 LIGHT TRACK 3000 RED [ ICOLORSCHEDULE 5 !EXISTING FRONT ELEVATION AWNINGS METAL TIGER DRYLAC 3000 RED FRAME REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2012 City of Tukwila BUILDING DIVISION RECEIVED FEB 16 2012 PERMIT CENTER APPROVAL INFORMATION &CONFIRMATION accuracy of Icons, Lsymbolsandtext(e.g, spelling ,capltalzaUon,punctuation). SIGNATURE Proof is approved. Proceed with production of order. Proof is approved with corrections. Make corrections as indicated and proceed Li Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. PRINT NAME DATE These plans are the exclusive property of Design Team Sign Company and are the result of the original work of its empbyees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhbition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, is expressly forbidden h the event that such exhbttion or construction occurs, Design Team Sign Company expects to be reimbursed $500 In compensation for time and effort entaled in creating these plans. SIGN COMPANY LLC. 350 PiMDOk Road, Savannah, TN 38372 731-925-4448 • Par 73t- 926.2022 800- 9533744 • www.designteam.net A '1 KO= RAZ Assonant prawn= CLIENT: APPLEBEE'S Tukwila, WA rOLERANC ES: AU. DIVLNSIONS ARE IN INC NES UNLESS 074ER'WISL SPEC IfIED• .XX -SD.03 .XXX- x0.0,5 ANGLES -±I UNSPECIFIED RADII - .015 R , FILE: PROJMNT/TGAMEZ/AB/Tukwila TITLE\DESCRIPTION: JOB #: DATE: 2/18/11 O DRAWN BY: TAG APPROVED BY SIZE: —O SCALE: SHEET 1 OF DRAWING NUMBER: SHEET NUMBER: SIGN COMPANY LLC. 46" 96" 96" IGIin 58" In 4u 3 In - (AWNING FRONT DETAIL • �1SPECIFICATIONS: INSTALL ALUMINUM TUBE FRAMED AWNINGS. AWNING TO BE COVERED WTTH POWDERCOATED METAL TO BE MATTE TIGER DRYLAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT LIGHTING. 14 PROPOSED FRONT ELEVATION 46" 96" 96" In 58" I -In 411 3 In AWNINGS 3 In 8" 3 In NDOW + / -5" 2 (AWNING SIDE DETAIL 3M3630 -73 ORACAL030 DIGITALLY DARKRED DARKRED PRINTED VINYL VINYL TRANS.VINYL TET L Team ERRAc ]oaORFD • APPLE PRINT LIAITE RACK C0. Y.Yr..- 00. K:S0 LIGHT TRACK COLOR SCHEDULE WHITE 'MERIO DRYIAC F00 3000 RED 'AWE Awnings should hang 5° overahetopzof the window and approximately 6 -8" below sign or architectural break in building, EXISTING FRONT ELEVATION RECE VED FEB 16 2012 PERM1TCCNTTR REVIEWED FOR CODE COMPLIANCE. APPROVED FEB 28 2012 City of Tukwila BUILDING DIVISION) APPROVAL INFORMATION & CONFIRMATION 'h d I have reviewed this proof in regard to: sign type; order quantity; and SIGNATURE accuracy of Icons, symbols and text (e.g, spelling, capitalization, punctuation). PRINT NAME UProof is approved. Proceed with production of order. Proof is approved with corrections. Make corrections as indicated and proceed J Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. DATE These plans are the exclusive property of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured accordng to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, is expressly forbidden ki the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entaled in creating these plans. SIGN COMPANY LLC. 350 Pinhook Road. Savannah, TN 38372 731-925-4448 • Far 731-926-2922 800- 953 -3744 • www.desfgnteam.net A '1 1035110At FUNS ASSOOADOIIMIEWTIOIAL CLIENT: APPLEBEE'S Tukwila, WA TOLERANCES'' A,L OIVENSIO.V$ ARE IN INC NES Uh1ESS OT.IERSRSE SPECIFIED� .xx -io.03 XX%- x0.015 ANGLES -e1• UNSR ECITTD RADII - .0 +5 R FILE: PROJMNT/TGAMEZ/AB/Tukwila TITLEIDESCRIPTION: JOB ft: SHEET 1 OF DATE: 2/18/11 DRAWN BY: TAG DRAWING NUMBER: APPROVED BY: SIZE: SCALE: SHEET NUMBER: SECTION 1 132 21l4 G T 24 0 24 5/8" ALLTRHEAD _® (OR EQUIVALENT) MESH COVER MESH COVER GUTTER DETAIL [ 1 GUTTER SYSTEM 2" X 10" X 24" WOOD BOARD FOR BLOCKING 1/2" X 3" WEDGE STUD ANCHOR [OR EQUIVALENT) 9 1 FRAME TO FRAME ATTACHMENT DETAIL ATTACHMENT DETAIL ® 1 3) 36 168 SECTION 2 36 5/8, ALLTHREAD. = WATER FLOW DOWN SPOUT 1.. aao. wig.. p�m. OYELuIThaai �V c,.r el a. Olw b mF e� mUm wM1 N w rnpbyw lbq an treZ t. rIt =I 1: M. m Mw .17^ , . 7::..n.Th 1. =". b . pm. > b p... !vm Wd , T. 9p. tm0mf • T.tr, OT 0m�or.Y notodo b .. ,.Ynba,K 5000 In .mOm.ull n b a.. ma .Mort h a.N..y lb... plow N i••. ae.pmY, or ur N bm. Mm. b em.bu.! • .niN Nnb b m..n.amtl a..n b eV•.�Y balaaw M tl....mt bal .+N orl.eln.n or em.Wdbn era.R O.nm Torn ® Copyright 2005. by DESIGN TEAM SIGN COMPANY tN c 0 4, Nec 'YP • NEILE 2612 414t2orr STRUCTURAL ONLY REVIEWEC FOR CODE COMP _IANCE APPROVED FEB 2 8 2012 • City of Tukwila BUILDING DIVISION RECEIVED FEB 16 2012 PERMITCENTER a) a) cc 0 a) x x x 0 Z 0 eaga oserwaa un Tderanue M Olman.on. era In Inches .XX - =0.0.3 30o(■ 30.015 • My.., 21. 11.1-;VI Z. 350 Pinhook Drive 1- 800 - 953 -3744 Savannah, TN 38372 www.designteom.net Client: APPLEBEE'S, TUKWILLA, WA Description: LAYOUT Drwn By Job No. Appv By Dote Dwg. No. TDH 56997 2 -19 -11 XXXXX -05 THIS IS A CADD DRAWING DO NOT CHANGE MANUALLY SIZE Sheet No. A 1 OF 5 ALL TUBE STEEL MEMBERS 6061 —T6 U.N.O. ALL WELDS 1/8" FILLET U.N.O. T. 132 36 i 6 1 i > 11 .------> H 28 T 1 24 t- -=-- 24 ---c- 24 - 24 - 24 2 "X8 "XY8" ALUMINUM TUBE TYP SECTION 1 .063 ALUMINUM AWNING COVER MESH COVER 2" .GUTTER —1 SYSTEM 1-16 .090 ALUMINUM AWNING COVER TMs, Nar n the sAai., preprb` et 0.., Lan 9a, Geglee s o Dr nr4t M 6. ertlle01 ,enr N b rnp1= 11 eA u>renw b FY =At Die ede pulpeee N !ar 0:oM.atbn N 66M0 ' l p,Meee ne a IMe .0 le p+M,� krn D..y Ton Ste Covor,7 10,60\ fmWyM eseaMg b ere plena DIe4Eutla, r eaWD. of the Ilor b N el etch Nm .0060,eu 11 pr eanpmT v r W nr elm, b �reVp MJe, b ens rnlele6 erY� Y gW71°'� � In D'e e.wl Dwl uu rleNm a jar . a Drlpe Trn pa, Dr,P'7 b r NiMri MO Y, angrrhm I 160r eel Oat M .0,0160, D,eee Its © Copyright 2005, by DESIGN TEAM SIGN COMPANY twat!. strnitu, 4(4 -(2o(( 11415 STRUCTURAL ONLY REVIEWEC CODE COMP APPROV FEB 282 City of Tuk BUILDING DI FOR LIANCE ED 012 wila VISION RECEIVED FEB 16 2012 PERMIT CENTER a) c 0 '5 Toleroneer. M DImanelena are In Inches xx = ao.Da .70DC■ ±0.015 Mglee= 31. I Ii- vi J 350 Pinhook Drive 1 -800- 953 -3744 Savannah, TN 38372 www.designteom.net Client: APPLEBEE'S, TUKWILLA, WA Description:132,, X 36" COVERED CANOPY Orwn By TDH Job No. xxxxx Appv Sy Dote 2 -19 -11 Dwg. No. XXXXX -05 SIZE A Sheet No. 2 OF 5 THIS IS A CADD DRAWING, DO NOT CHANGE MANUALLY 36 28 132 DOWN SPOUT ALL TUBE STEEL MEMBERS 6061 -T6 U.N.O. ALL WELDS 1/8" FILLET U.N.O. f°--- 4-24 2 4 --=r- 24 24 -� 2" X 8" X Y$" ALUMINUM TUBE TYP 24 ---© SECTION 2 .063 ALUMINUM AWNING COVER MESH COVER '2" GUTTER SYSTEM Uu .090 ALUMINUM AWNING COVER nee'. b. •ri•r.. ,,,pM. 1 GWm T.u,, Nr. Ce.,, eM Ib Th.y an rt.ter m — c^^Orr b n. r. W,Ve•• N P/ muW�vllm N .enter t NNa. ur gym. u u r. Cowan, epode t u u... Ybl�dJ , N p1.,. u In ere Nn. nr •my�..• N eov mrye.r, r .r N Nw• Mr. 1. erWnet • p.Mef .YN> u r• «„eea.a In,. r w,..y came.. •ti m.p...n uN w,°r1hC*Mla'., •wrx�m,,,n . 9p, Co •q.cl. b M nY.du i.d 1.a 4 arnMrar 1 I1..�., .art In erU p Nr pion ® Copyright 2005, by DESIGN TEAM SIGN COMPANY 5/1WWQOtz _ tti47s 41¢I2061t STRUCTURAL ONLY RE1/IEE WEC�F6 CODE COMPLIANCE APPROVED FEB 2 8 2012 City of Tukwila BUILDING DIVISION RECEIVED FEB 16 2012 PERMIT CENTER Te... •3 (I) 0 ce .> 0) Tolerances: MI Olr.n.iru are In Inch*, XI 30.03 30txr 30.015 Angles- 31. 350 Pinhook Drive 1 -800- 953 -3744 Savannah, TN 38372 www.designteam.net Client: APPLEBEE'S, TUKWILLA, WA Description: 320, X 36" COVERED CANOP Sheet No. 3 OF 5 Orwn By TDH Job No. XXXXX Appv By Date 2 -19 -11 Dwg. No. XXXXX -05 THIS IS A CADD DRAWING, DO NOT CHANGE MANUALLY SIZE A 1" ALUM. SQ. TUBE 1 X 2" ALUM. TUBE 46 _(6) 5/8" 0 A307 ALL —1" X 2)6" FORMED THREAD TO BUILDING ALUMINUM CHANNEL 46— —46 QTY. 2 PANEL PER AWNING II 1" X 1" X ALUMINUM TIME 8 X 3 X ' 13 ALUMINUM TUBE 11 1" X 3" X Ys" ALUMINUM TUBE 1" X 3". X Ye ALUMINUM TUBE 29 5 8 IIY" ROUTED 43 J ALUMINUM MOUNTING PLATES 5 WELDED IN CORNERS 3 MOUNTING PLATE DETAIL 2" X 10" X 24" WOOD BOARD FOR BLOCKING 5/8" ALLTHREAD I I 68 4 96 • 46 FRONT VIEW 10 ALL TUBE STEEL MEMBERS 6061 —T6 U.N.O. 101 X08 ALL WELDS 1/8" FILLET U.N.O. th. muYhcbM�j.0 eoevmn 'p b Ure Mme, .1 G� % W bum,.. *au Is ,Pr 4ei wan . Ea arybra Th.T at W M.' b 7� ^e^Om) b M We wive. A enutG.dbn e1 .4.* b p .4 Limo gems s b pre* tam 1.4 Ton Sr Cnn•my • pact O,T 0 .q.cb b 5. r..n.aol 1000 5 canpeuellen b *no and .Met t, oath, Mr pai a )oe o,pM} a me of Now pYea b am.ba• • waled ..nla b we anDeJM MnN, Y epe.nr bYGlw. 1, M. wN tlwl bN a�.pl0en a ou4u�ltm amA D•.ITn Ton CI Copyright 2005, by DESIGN TEAM SIGN COMPANY 0lpwES 5/181 Qd.2 4I4I2ojt tt•4 75 STRUCTURAL ONLY ls8 22 51$ 1 I6 'RECEIVED FEB FEB 16 2012 PERMIT CENTER 1 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2012 City of Tukwila BUILDING DIVISION m '5 0 N '5 .0 CC Ta..ene.. NI 07ma,.lon. ere In Ina.. .101 - 30.03 .7001• *0.015 Angle*. 37' Lam' .fib 350 Pinhook Drive 1- 800 - 953 -3744 Savonnoh, TN 38372 www:designteom.net Client: APPLEBEE'S TUKWILLA, WA Description:LED LIGHT BAR AWNING MTL 68" X 96" X 31" Drwn By W1K Job No. xxxxx Appv By Date 11 -23 -10 Dwg. No. XXXXX SI ZE A Sheet No. 4 OF 5 THIS IS A CADD DRAWING DO NOT CHANGE MANUALLY .o 1" ALUM. SQ. TUBE 40 - (6) 5/8" 0 A307 ALL 42 THREAD TO BUILDING 4 4 11 1 X 2" ALUM. TUBE QTY. 2 PANEL PER AWNING _ 1" X 23/e" FORMED ALUMINUM CHANNEL "X1 "X Ye "ALUMINU TUBE 11 _1" X 3" X Ye" _ ALUMINUM TUBE El 1 "X3 °XY8" ALUMINUM TUBE 39 6 11 39 41 03 Z' ROUTED ALUMINUM MOUNTING PLATES WELDED IN CORNERS 2" X 10" X 24" WOOD BOARD FOR BLOCKING 5/8" ALL THREAD 42 78 MOUNTING ALL TUBE STEEL MEMBERS PLATE 6061 —T6 U.N.O. DETAIL ALL WELDS 1/8" FILLET U.N.O. 88 42 FRONT VIEW 93— eveRES,,.. 5/18/ /OM - 4(4 -Wit ((4i STRUCTURAL ONLY 158 7916 2 31 18 39 16 68 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2012 City of Tukwila BUILDING DIVISION CEIVED FEB 16 2012 O.ar Nna en tlr �rlw Oraea.V 41 Or iaan 9n tan eM ti Oa r. tI 41 9n arl9bd aer� b Ib aryl ^rr lug �n .t 11141 b Y+ dKar b M r� pvpr N n47.10 j•d asaaq b Now - . Obb*uO4 m eSe11b, of INN b 0fi� 4M� Nm 4i44l0 0 01 fe,� em,D�R r — of Ur 00 10 muWet a p, . b ti �.laW *4Mt b 441 *7 *Cbdn N iM M°I Nat Mb M , r^ °'M+P 1. Ba. Callas aq,aeb b ba ,a by D 9e00 ' mELwpbn 1a 9na e 4 offal H extYp brr ph,a O Copyright 2005, by DESIGN TEL SIGN COMPANY PERMIT CENTER ToWenear NI OMfnaloN ere In Inches .%% - *403 .fool■ e401s Myan *1' 350 Pin hook Drive 1- 800 - 953 -3744 Savannah, TN 38372 www.designteom.net Client: APPLEBEE'S OF TUKWILLA, WA Description: LED LIGHT BAR AWNING MTL 78" X 88" X 31" Drwn By WTI Job No. xxxxx Appv By Dote 11 -23 -10 Dwg. No. XXXXX SIZE A Sheet No. 5 OF 5 THIS IS A CADD DRAWING DO NOT CHANGE MANUALLY 1'-6" 11 11 11 11 11 a 11 11 a 11 CONNECTIONI1 I k5 MIN) PER FIiA NE Il1°X1`x:125" 11 UMINUM HR. 4"- 11 ft a 11 11 'NE 1If "X 6"X.09" 11 !ALUMINUM Cli+ NNEL I1 11 11 s 11 11 b 11 11 11 PLAN Z-41" 2'-0 II III II: IC If II 1"X1" X.125° ALUMINUM FRAME 1" X 6" X .09" ALUMINUM CHANNEL PERPENDICULAR SECTION ALL TUBE STEEL MEMBERS 6061 -T6 U.N.O. ALL WELDS 118" FILLET U.N.O. 1,1214FSTANDING SEAM METAL ROOF EXISTING ROOF FRAMING (40 MIN) Thew pas qw the . property of D•41� Tam Mei Company end re The remit el the .lend work et Its employes Tan's rb.Rtd b year migat !for the Ws ernes of tar mo nd,Oon "f Oaths to purchase ten" pen at to paean horn Dwtpi Men sad, Canyon • iroduct nswtoetiljed waren. to haw pas Olirmutkn r ad11mr1 of the pas to colon. Wur am employees N yen caps"} r 0.w ef then paa to amrbaat • probet ialr to as antedate tern% he serenely forbidden. In the Omnt Shot each diMta" r .askyetlan mars Dodge Torn Opl Carpuq cents he be rrn8vwd $500 In mrgaratlon ter Use and efrt le aeaWy then pima ® Copyright 2005, by DESIGN TEAM SIGN COMPANY 4-kkatt 11415 REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2012 City of Tukwila BUILDING DIVISION CONNECTION 0 STRUCTURAL ONLY 14g STEEL Z CLIP (1) SIMPSON SDS 25300 TO EXISTING TRUSS OR RAFTER (2) #14 X 1" TEK SCREWS TO FRAME EXISTING HF RAFTER OR TRUSS RECEIVED FEB 16 2012 PERM1TCENTER Tolerances M Dlmanalona an In Inches .)o1- — 1-0.03 JDDC- 1-0.015 Anpls= el Drwn By TDH 11,E•141 350 Pinhook Drive 1 -800 -953 -3744 Savannah, TN 38372 www.designtearn.net Client: APPLEBEE'S, TUKWILLA, WA Job No. 56997 Appv By Date . -2-19-11 bwg. No. XXXXX -05 Description: TOWER CAP THIS IS A CADD DRAWING DO NOT CHANGE MANUALLY SIZE Sheet No. A 1 OF FILE COPY ENGINEERING SERVICES CO. 2501 Ellis St. p�^""'""A` ��'^ Bellingham WA 98225 (360) 756 -0121 Client Design Studio Inc. Project: Applebee's Restaurant Tower - Tukwilla INDEX Item I. Tower Cap A. Vertical 1. Plan sketch Job*: 11-475 Date: 04/11/2011 page 1 B. Lateral 1.Simplified wind analysis a. MWFRS 2 b. C&C 1. Exposed both sides 2. Exposed one side 2. Loading 3. Loading diagram, DL 4. Loading diagram, SL 5. Loading diagram, WL 6. Analysis results, DL +SL 7. Analysis results, .6 *DL +WL 8. Analysis results, .6 *DL +WL - connections 9. Frame design 10. Welded aluminum worksheet II. Appendix A. General notes REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 8 2012 City of Tukwila BUILDING DIVISION D l� oti8 3 4 5 6 7 8 9 10 11 12 13 arliy 042, 4- (t1(241 ((475 RECtriVIEU FEB 16 201/ PERMITCENTER° ENGINEERING SERVICES ; 2501 EIFiSt. - • Bellingham WA 98225 (36-0 756-0121 ! . I I • i ; , : I I I • • . ;i?Et* . 're* No bPPLe6Ee5 iRiji41 -,! Ta(cIA5u.A '.. I 1 , • : , . A; I.: rt_pr1 5yt-ick.k / *it12■01‘1 , • ! 4. • EXISTINgi )zoOr t*LoJ -----!--WSTO46.s 0141140 5ElD0 .1■=1. ■•■•• et-21, tot_co - ; : I ; CLIENT: Design Team Sign.Co., L. PROJECT : Applebees Awnings 5. Utt RAt- ',Simplified Wind Analysis according Engineering Services Co. (360) 756-0121 L.C. to ASCE 7 Basic Wind Speed, V= Importance factor, Iw= Exposure Height and exposure coef., X= Topographic factor, Kzt= Simplified design wind pressure @ 30', ps30= Ps30 =X*Kz *I *ps3o= T= Structure frequency, f= Ct= x= hn= HORIZ. WIND FORCE da= db= (Weave= a= 2 *a= roof pitch= a. LOAD CASE 1: `MFRS N/S Area A B C D E H Eo1H Go/H 85 1.00 B 1.00 1.00 14.60 Job #: Date: By: Sheet: 2 /13 11-475 4/11/11 K.G. mph Established by Municipality Table 6 -1 Sec. 6.5.6.3 Figure 6 -2 Sec. 6.5.7 psf Figure 6 -3 Eq'n 6 -1 14.6 psf 0.18 sec 5.44 hz 0.028 0.8 10.5 14 12 10. 1.20 2.40 8/12 Ps30 12.9 8.8 10.2 7; -7.8 0.3 -6.8 -4.5 -5.2 Ps 12.90 10.00 10.20 10.00 • _.....10:00 -10.00 10.00 -10.00 -10.00 - 10.00 Structure is not flexible da (h)eave db a= MIN 0.1 *da, 0.1 *db, 0.4 *(h)eave but not Tess than MIN(.04 *da or .04 *db) 34 AREA 0 0 0 _. 0 0 FORCE 0 0 0 0 0 Engineering Services Co. (360) 756 -0121 CLIENT: Design Team Sign Co., L.L.C. PROJECT : Applebees Awnings b. L.C.2: SIMPLIFIED WIND LOADING CALCULATIONS for C &C Basic Wind Speed, V= Importance factor, Iw= Exposure Height and exposure coef., I= Simplified design wind pressure @ 30', Ps3o= Ps30= I *Iw *ps30= T= 85 1 B 1.00 14.6 14.6 Sheet: -5/1 Job #: 11 -475 Date: 4/11/11 mph Figure 1609 Table 1604.5 Sec. 1609.4 Table 1609.6.2.1 (4) psf Table 1609.6.2.1 (1) psf Eq'n 16 -34 0.18 sec Structure frequency, f= 5.44 hz Ct= 0.03 x= 0.80 hn= 10.5 ' HORIZ. WIND FORCE da= 14 db= 12 (h)eave= 10 a= 1 2 *a= 2 roof pitch= 8.00 / 12 Structure is not flexible da (h)eave db a= MIN 0.1 *da, 0.1 *db, 0.4 *(h)eave but not less than MIN(.04 *da or .04 *db) 1. Roof or wall surface exposed both sides A =10 s.f. Ps30 Ps30 Ps X Ps X Ps ? Roof Zone (Windward) (Leeward) BOTH 1 11.9 -13.0 11.9 -13.0 24.9 2 11.9 -15.2 11.9 -15.2 27.1 3 11.9 . -15.2 11.9 -15.2 27.1 Ps30 Ps30 Ps X Ps X Ps X Wall Zone (Windward) (Leeward) BOTH 4 13.0 -14.1 13.0 -14.1 27.1 5 13.0 -17.4 13.0 -17.4 30.4 A =20 s.f. Ps30 Ps30 Ps X Ps X Ps X Roof Zone (Windward) (Leeward) BOTH 1 11.6 -12.3 11.6 -12.3 23.9 2 11.6 -14.5 11.6 -14.5 26.1 3 11.6 -14.5 11.6 -14.5 26.1 Zone (Windward) (Leeward) BOTH Wall 4 12.4 -13.5 12.4 -13.5 25.9 5 12.4 -16.2 12.4 -16.2 28.6 A =50 s.f. Ps30 Ps30 Ps X Ps X Ps X Roof Zone (Windward) (Leeward) BOTH 1 11.1 -11.5 11.1 -11.5 22.6 2 11.1 -13.7 11.1 -13.7 24.8 3 11.1 -13.7 11.1 -13.7 24.8 Zone (Windward) (Leeward) BOTH Wall 4 11.6 -12.7 11.6 -12.7 24.3 5 11.6 -14.7 11.6 -14.7 26.3 Engineering Services Co. Sheet: 4/ 13 (360) 756 -0121 CLIENT: Design Team Sign Co., L.L.C. PROJECT : Applebees Awnings 2. Roof or wall surface exposed one side Job #: 11-475 Date: 4111111 A =10 s.f. Ps30 Ps30 Ps X Ps X Ps X Roof Zone (Windward) (Leeward) Worst 1 11.9 -13.0 11.9 -13.0 13.0 2 11.9 -15.2 11.9 -15.2 15.2 3 11.9 -15.2 11.9 -15.2 15.2 20/11 -21.0 -21.0 301H -34.6 -34.6 Ps30 Ps30 Ps X Ps 1. Ps X Wall Zone (Windward) (Leeward) Worst 4 13.0 -14.1 13.0 -14.1 14.1 5 13.0 -17.4 13.0 -17.4 17.4 A =20 s.f. Ps30 Ps30 Ps X Ps X Ps X Roof Zone (Windward) (Leeward) Worst 1 11.6 -12.3 11.6 -12.3 12.3 2 11.6 -14.5 11.6 -14.5 14.5 3 11.6 -14.5 11.6 -14.5 14.5 20/H -20.6 -20.6 30/H -27.1 -27.1 Wall Ps30 Ps30 Ps X Ps X Ps X . Zone (Windward) (Leeward) Worst 4 12.4 -13.5 12.4 -13.5 13.5 5 12.4 -16.2 12.4 -16.2 16.2 A =50 s.f. Ps30 Ps30 Ps X Ps R Ps X Roof Zone (Windward) (Leeward) Worst 1 11.1 -11.5 11.1 -11.5 11.5 2 11.1 -13.7 11.1 -13.7 13.7 3 11.1 -13.7 11.1 -13.7 13.7 20/11 -20.1 -20.1 3oni -17.3 -17.3 Wall Ps30 Ps30 Ps X Ps X Ps a, Zone (Windward) (Leeward) Worst 4 11.6 -12.7 11.6 12.7 12.7 5 11.6 -14.7 11.6 14.7 14.7 2o/I4- 3o1H - 13 -15,2 -:15.2 =21' X414 t'12.3 --14.5.. - 20.40 - 11,5. - 431 -13,1 - -IS ;2 � 241)= 4&s 1'. cv %15T IzmoF 4 (2.4i) - 92 oic2.1}taGr .ts 2 3 tcv 4. M-141.15Vs Wout t51 d L4 5u. Bending Moment, Mz All Members: Max = 102 lb-ft (M46 -2) Min = -88.9 lb-ft (M46 -2) ►2eStlas , . 6UL+ W L Bending Moment, Mz All Members: Max = 82.5 lb-ft (M46 -2) Min = -90.4 lb-ft (M46 -2) t�l 1.22 k" . (a2 I �� , . l I4lu 3 6K- 4,10 ;53j L cizuolOkt. m V Plr cur tt - Cot E ttcn ..1 . tb e-y(5rf Gr- IZ o 25141 < 4544 < 60e 64) (11501.1 fps 29 w j z u 4 IBS e - � MIN 11Z»5c r,. GENERAL NOTES: Engineering Services Co. (360) 756-0121 DESIGN STANDARDS: INTERNATIONAL BUILDING CODE, 2009 Edition SEI /ASCE 7 -05 2001 NATIONAL DESIGN SPECIFICATION AISC "Manual of Steel Construction" 9th Edition FEMA -350 Aluminum Association Aluminum Design Manual 2005 EDITION SNOW DESIGN Pg= WIND DESIGN Basic Wind Speed= Exposure= Iw= SEISMIC DESIGN le= Seismic use group= Ss= S1= Site Class= Seismic design category (Sds) = 'Seismic design category (Sd1) 25 psf 85 «B,» 1.0 1.0 1 NA NA D D D MINIMUM SOIL BEARING CAPACITY .. 1500 psf class IV soil CONCRETE 2500 psi © 28 days REINFORCING STEEL Grade 60: #5 and larger Grade 40:#4 and smaller STRUCTURAL ALUMINUM 1. Aluminum members shall be alloy 6061 -T6 unless otherwise noted. 2. Welding shall be by a certified welder in accordance with the AWS D1.2 Structural Welding Code — Aluminum. Filler alloys shall comply with AWS A5.10. 3. Splices in structural members shall be full penetration welds with backing fillet welds as specified. 4. Members shall be cut by means of shearing, sawing, nibbling or routing. edges shall be true and free from excessive burrs or ragged edges. 5. Where aluminum is to be in contact with or fastened to steel, wood, fibreboard or other porous materials, concrete or masonry, direct contact between the aluminum and the other material shall be prevented by placoing a compatable, non - porous isolator between the aluminium and the other material. 6. Bolts shall be installed snug tight. Boilts shall not be installed closer than 1.5 diameters from the edge of any member. . Members may be joined using grove or Oxygen cutting shall not be permitted. Cut 7. Anchorage of this structure to the earth is to be provided by others. INSPECTIONS: Structural inspections shall.be at the Engineers.prerogative and shall not be a substitute forany inspections required by the Building Official. Special inspections shall be bythe engineer Cr by an Engineerapproved Special Inspector. Special inspections: (As Required:By.Engineer) A. No special inspection required . Please notify project Engineer,48 hours :,(2'working `days) prior'tosthe desired inspection. Do not order concrete delivery prior to satisfactory inspection. Failure to arrange inspections -shall relieve Engineer of all responsibility for the project. Contact Ken Gaston P.E., Engineering Services Co., Bellingham (360) 756 -0121. . Client: Design Team Inc. Project: Applebee's Restaurant - Tukwilla Job #: 11-475 Date: 4/4/2011 PLAN ill IU lc it it it '--1•X1 X125• ALUMINUM FRAME ALL TUBE STEEL. MEMBERS 6061 -T6 U.N.O. 1'X 6' X .09' ALUMINUM CHANNEL ALL WELDS Mr FILLET U.N.O. PERPENDICULAR SECTION 1PSTANOING SEAM METAL ROOF EXISTING ROOF FRAMING (40 MIN) =1=A: rowan st.t uw .w,r.111 .— u., .....ae.•. ,--.7, w... t. ...M. b..ar=Ono or.r, ..w C,.w i.wn 4O.nM,.IwW 4• ar0 ppd. • b pp* DESIGN w G 1b O .IM w a..iY. bow MM. 'i Iw. mgrY s p bb. M.i. b �Wwe• . i b w =Ono .•mot Ptl w�J JYYe w wbwwTw aw Y.IP i+. o CO • I•ht 2005. b DESIGN TEAMM SIGN COMPANY 1(MBEs 5/18/:42 4{rl(Qou ii•t75 STRUCTURAL ONLY Eja_ (1) STEEL CLIP (1) SIMPSON SOS 25300 TO EXISTING TRUSS OR RAFTER (2) 914 X 1• TEK SCREWS TO FRAME O Fc iw .w CONNECTION ® EXISTING HF RAFTER OR TRUSS d .5 D_' c 0 4) ce x x X X O z 0 III/BB.2120R2IBIT vo URIC= NI on.blms are In Wm* as xaw .10a. *005 Angles. 0. I!I :'Vi 350 PInhook Drive 1- 800 - 953 -3744 Savannah, TN 38372 www.designteam.net Rent: APPLEBEE'S, TUKWILLA, WA Description: TOWER CAP Drwn By TDH Job No. Appv By Date Owg. No. 56997 .2 -19 -11 XXXXX -05 SIZE A Sheet No. 1 OF 1 THIS IS A CADD DRAWING, DO NOT CHANGE MANUALLY V �1 14 11 .. 11 II 11 11 it 11 j l f l I 11 11 11 11 11 11 II I I J III 11 Y 11 '11I 11 II 11 I I 11 (((I ��'I / • �{ Ia c q '1 11 II 11 II 11 11 11 11 11 ' 11 11 0 1 il, ; 1. t fffflI 4��1�II 11 jjj{1'1I/ I k5 MIN PER F'I • 11 11 11 11 111•)(1•X.125. 11 UMINUM ' IE 111 II 11 11 I I 11 11 lI II lh•xs•x.os- II [ALUMINUM w. �. NEL tl 1111 11 11 I I h w H l M.. 1• -11 2'41 2.48 --14-- —2'-44 ,4g.---;-• PLAN ill IU lc it it it '--1•X1 X125• ALUMINUM FRAME ALL TUBE STEEL. MEMBERS 6061 -T6 U.N.O. 1'X 6' X .09' ALUMINUM CHANNEL ALL WELDS Mr FILLET U.N.O. PERPENDICULAR SECTION 1PSTANOING SEAM METAL ROOF EXISTING ROOF FRAMING (40 MIN) =1=A: rowan st.t uw .w,r.111 .— u., .....ae.•. ,--.7, w... t. ...M. b..ar=Ono or.r, ..w C,.w i.wn 4O.nM,.IwW 4• ar0 ppd. • b pp* DESIGN w G 1b O .IM w a..iY. bow MM. 'i Iw. mgrY s p bb. M.i. b �Wwe• . i b w =Ono .•mot Ptl w�J JYYe w wbwwTw aw Y.IP i+. o CO • I•ht 2005. b DESIGN TEAMM SIGN COMPANY 1(MBEs 5/18/:42 4{rl(Qou ii•t75 STRUCTURAL ONLY Eja_ (1) STEEL CLIP (1) SIMPSON SOS 25300 TO EXISTING TRUSS OR RAFTER (2) 914 X 1• TEK SCREWS TO FRAME O Fc iw .w CONNECTION ® EXISTING HF RAFTER OR TRUSS d .5 D_' c 0 4) ce x x X X O z 0 III/BB.2120R2IBIT vo URIC= NI on.blms are In Wm* as xaw .10a. *005 Angles. 0. I!I :'Vi 350 PInhook Drive 1- 800 - 953 -3744 Savannah, TN 38372 www.designteam.net Rent: APPLEBEE'S, TUKWILLA, WA Description: TOWER CAP Drwn By TDH Job No. Appv By Date Owg. No. 56997 .2 -19 -11 XXXXX -05 SIZE A Sheet No. 1 OF 1 THIS IS A CADD DRAWING, DO NOT CHANGE MANUALLY 08 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MIKE LINEBRINK 1330 N FOREST ST BELLINGHAM WA 98225 RE:. Permit No. D12 -048 APPLEBEES 17790 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a fmal inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 09/23/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 09/23/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, File: Permit File No. D12 -048 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 PEIM$T MAO CUPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -048 DATE: 02 -16 -12 PROJECT NAME: APPLEBEES SITE ADDRESS: 17790 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS Bui ding 'vision u 'lc ,A,),1 § �2 Aw\ Fire Prevention ME Structural 5 Planning Division II Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 02 -21 -12 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03-20-12 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Peer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I 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 SIGNS PLUS INC UBI No. 602475651 Phone 3606717165 Status Active Address 1330 N Forest St License No. SIGNSPI952LW Suite /Apt. License Type Construction Contractor City Bellingham Effective Date 6/16/2005 State WA Expiration Date 6/16/2013 Zip 98225 Suspend Date County Whatcom Specialty 1 Signs Business Type Corporation Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date GRAVNING, DALE L. President 06/16/2005 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 2 Lexon Ins Co 9807850 06/13/2011 Until Cancelled $6,000.0006/13/2011 10/07/2011 1 COLONIAL AM CAS & SURETY OF MARYLAND LPM4069111 06/13/2005 Until Cancelled 06/13/2011 $6,000.0006/16/2005 /21/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Namei Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 CONTINENTAL 14017784932 CASUALTY CO 10/09/2010 10/09/2012 $2,000,000.00 10/07/2011 6 CoontinentalCas 4017784932 10/09/2009 10/09/2010 $2,000,000.0010 /21/2009 5 MUTUAL OF ENUMCLAW INS CO NC51846 06/01/2009 06/01/2010 $1,000,000.00 05/29/2009 4 MUTUAL OF ENUMCLAW INS CO NC51846 06/01/2008 06/01/2009 $1,000,000.00 05/29/2008 3 MUTUAL OF ENUMCLAW INS CO NC51846 05/01/2007 06/01/2008 $1,000,000.00 05/09/2007 2 MUTUAL OF ENUMCLAW INS CO RQ73838 06/01 /2006 06/01 /2007 $1,000,000.00 06/01 /2006 1 CNA INS CO LTD 2083965254 06/01/2005 06/01/2006 $1,000,000.0006 /16/2005 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 02/29/2012