The URL can be used to link to this page

Home My WebLink AboutPermit D11-096 - APPLEBEES - TOWERAPPLEBEE'S 17790 SOTJTHCENTER PY EXPIRED 07 -25 -12 Dl 1 -096 City oilkukwila • 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.: 2623049110 Address: 17790 SOUTHCENTER PY TUKW Suite No: Project Name: APPLEBEES Permit Number: D11 -096 Issue Date: 05/19/2011 Permit Expires On: 05/14/2012 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: KIM MILUSH Address: 6200 OAK TREE BL, SUITE 250 , INDEPENDENCE OH 44131 Phone: 216- 525 -2765 Contractor: Name: OWNER AFFIDAVIT - SCOTT ROCKWELL Phone: Address: Contractor License No: Expiration Date: DESCRIPTION OF WORK: A SMALL BOX WILL BE ADDED TO THE ROOF TOP AT THE CORNER OF THE TWO ENTRANCES, STONE VENEER WILL BE ADDED TO MAKE THE ENTRANCE APPEAR AS A TOWER. OUR SUBCONTRACTOR WILL SUBMIT FOR PERMITS FOR THE STANDING METAL SEAM ROOF ON THE NEW TOWER, THE CANOPY OVER THE FRONT DOORS AND THE NEW SIGNS AND AWNINGS. Value of Construction: $70,000.00 Fees Collected: $1,987.11 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0004 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11-096 Printed: 01 -09 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Flood Control Zone: Hauling: Land Altering: Landscape Irrigation: Moving Oversize Load: Start Time: N Start Time: Volumes: Cut 0 c.y. Size (Inches): 0 End Time: Fill 0 c.y. 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: 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. Signature: Date: .1 11(1 Print Name: 12 6-U10 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: The special inspections and verifications for concrete construction shall be required. 4: 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. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: 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 doc: IBC -7/10 D11-096 Printed: 01 -09 -2012 granted. 7: 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. 8: 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. 9: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431- 3670). 10: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: ** *FIRE DEPARTMENT CONDITIONS * ** 12: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 13: Maintain sprinlder coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO TOWER/DOG HOUSE.) 14: All new sprinkler systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinlder systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 18: ** *PLANNING CONDITION * ** Planning final needed 19: A small set of plans (11x17) is needed to add to the design review file. doc: IBC -7/10 D11 -096 Printed: 01 -09 -2012 wq City o0Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-43 1 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 2623049110 Address: 17790 SOUTHCENTER PY TUKW Suite No: Project Name: APPLEBEE'S Permit Number: Issue Date: Permit Expires On: D11 -096 05/19/2011 11/15/2011 Owner: Name: KIR TUKWILA 050 LLC Address: C/O IUMCO REALTY CORP , 3333 NEW HYDE PARK RD #100 PO BOX 5020 11042 Contact Person: Name: KIM MILUSH Address: 6200 OAK TREE BL, SUITE 250 , INDEPENDENCE OH 44131 Phone: 216 -525 -2765 Contractor: Name: OWNER AFFIDAVIT - SCOTT ROCKWELL Phone: Address: Contractor License No: Expiration Date: DESCRIPTION OF WORK: A SMALL BOX WILL BE ADDED TO THE ROOF TOP AT THE CORNER OF THE TWO ENTRANCES, STONE VENEER WILL BE ADDED TO MAKE THE ENTRANCE APPEAR AS A TOWER. OUR SUBCONTRACTOR WILL SUBMIT FOR PERMITS FOR THE STANDING METAL SEAM ROOF ON THE NEW TOWER, THE CANOPY OVER THE FRONT DOORS AND THE NEW SIGNS AND AWNINGS. Value of Construction: $70,000.00 Fees Collected: $1,924.11 Type of Fire Protection: SPRINKLERS /AFA International Building Code Edition: 2009 Type of Construction: V -B Occupancy per IBC: 0004 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D11 -096 Printed: 05 -19 -2011 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: E-19- 19- E I 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 auth•rized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: /�%6V ( Date: r1 Print Name: r% WOG/1,4- r° // 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 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building doc: IBC -7/10 D11-096 Printed: 05 -19 -2011 Department (206- 431 - 3670). • 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 8: ** *FIRE DEPARTMENT CONDITIONS * ** 9: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 10: Maintain sprinkler coverage per N.F.P.A. 13. Addition/relocation of walls, closets or partitions may require relocating and/or adding sprinkler heads. (IFC 901.4)(EXTEND SPRINKLER PROTECTION TO TOWER/DOG HOUSE.) 11: All new sprinlder systems and all modifications to existing sprinlder systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinlder systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2050). 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. doc: IBC -7/10 D11-096 Printed: 05 -19 -2011 �f' CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us • Building Permit No. '` l - aq Mechanical Permit No. Plumbing/Gas Permit No. Public. Works Permit 1' k . Project No. • (For office use only) 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 Property Owners Name: KIR Tukwila LP - Kimco Realty Mailing Address: 333 New Hyde Park Road, Ste 100 King Co Assessor's Tax No.:.2,60—gio 0 Suite Number: Floor: New Tenant: ❑ Yes J ..No New Hyde Park City State 11042 Zip CONTACT PERSON = who do we contact when your permit is ready to be issued Name: Kim Milush Mailing Address: 6200 Oak Tree Blvd., Suite 250 E -Mail Address: kmilush @appleamerican.com Day Telephone: (216) 525 -2765 Independence 01+ City State Fax Number: (216) 328 -1956 44131 Zip GENERAL CONTRACTOR INFORMATION — (Contrictor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: Self Perform - Apple Washington LLC Mailing Address: City Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Sean Neuert Mailing Address: 8845 Tulley Avenue, Contact Person: Same E -Mail Address: sneuert@2010architects.com Oak Lawn City State Day Telephone: (773) 960 -5115 Fax Number: 60453 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Louis Shell Structures Mailing Address: 16 S. Stone Avenue Contact Person: Louis Shell E -Mail Address: info @louisshell.com H' \Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh LaGrange City State Zip Day Telephone: (708) 352 -0359 Fax Number: (708) 352 -1913 60525 Page 1 of 6 • .BUILDING PERMIT INFORMATION— 206=431.3670 Valuation of Project (contractor's bid price): $ 70,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): A small box will be added to the roof top at the corner of the two entrances, stone veneer will be added to make the entrance appear as a tower. Our subcontractor will submit for permits for the standing metal seam roof on the new tower, the canopy over the front doors and the new signs and awnings. 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 ' •, :' - . Existing 'i , to � r In norRemod'el , g � St,dstin eo New Cons iic of fruchon per i . IBG _ . • • , Tpalic f ' Occupancy per t • 1130' • ! ' rt Floor • _ 5,632 0 0 0 V -B -A-3. M' P Floor • .., Floors. " Basement ' • ' Accessory Structure* Attached 'Garage • Detached Garage ' Y . Attached Carport • . Rem—eked GaVort • ••. Y . ' ,1 Col ered:Deck , '.: ' I `Uncovered Deck .. • PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 'p.. Sprinklers ti. Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes t. 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. HAApplicationsWonns- Applications On Line\2010 Applications \7 -20I0 - Permit Application.doc Revised: 7 -2010 bh Page 2 of 6 Y'ERMIT.APA.ICATIQN NOTES'- Applicable to all.permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 NER OR AUTHORIZED AGENT: Signature: Print Name: i9K+ e-1L.IL S OA, Mailing Address: (0;-400 OP �-T�EE d!-P p 5rr a5v4 Date Application Accepted: 1i Date: 49114111 Day Telephone: 02.E (p - 5015 in11>ceektbet J4, ON 44131 State Zip City Date Application Expires: Staff Initials: H: Applications \Forns- Applications On Line\2010 Applications \7.2010 - Permit Application.doc Revised: 7 -2010 bh Iv( I Page 6 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov Parcel No.: 2623049110 Address: Suite No: Applicant: APPLEBEES 17790 SOUTHCENTER PY TUKW RECEIPT Permit Number: Status: Applied Date: Issue Date: D11 -096 ISSUED 04/11/2011 05/19/2011 Receipt No.: Initials: User ID: Payee: R12 -00060 JEM 1165 Payment Amount: $63.00 Payment Date: 01/09/2012 09:15 AM Balance: $0.00 APPLE AMERICAN TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 21104984 63.00 Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 Total: $63.00 63.00 doc: Receiot -06 Printed: 01 -09 -2012 • 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: htqx//www.ci.tulcwila.wa.us RECEIPT Parcel No.: 2623049110 Permit Number: D11 -096 Address: 17790 SOUTHCENTER PY TUKW Status: PENDING Suite No: Applied Date: 04/11/2011 Applicant: APPLEBEE'S Issue Date: Receipt No.: R11 -00690 Initials: User ID: WER 1655 Payment Amount: $1,924.11 Payment Date: 04/11/2011 02:34 PM Balance: $0.00 Payee: APPLE AMERICAN TRANSACTION LIST: Type Method Descriptio Amount Payment Check 11047487 1,924.11 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: $1,924.11 1,163.40 756.21 4.50 doc: Receiot -06 Printed: 04 -11 -2011 INSPECTION/NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projec (�. ��e� Type of�nspection: - ,tiArl_ 0Li : (0t /14 Address.,L q 0 sc tiricid Date Called: Special Instructions: Date Wanted: . a.m. _ (— `p.m. Requester: Phone No: �/ 3 .:]. -4� — EJ 0 Co 2 JApproved per applicable codes.rrections required prior to approval. COMMENTS: &ft- p tl at. i — fir) r s' 6/J S 0 4 , i\C" Mew seA- (J JP. t. Poi ki�)T been (!e rar ,moo✓) s per 'WI' / ,1 Jr- i Q n r■ &I v c J '; nrkea D o rr) on or S c o pp ,F I,;J 011C I�oA..S 6Ze, AI pi, f_- �I 4. NI p^rhVc.St h r'l} cif i fcw'(4 f LAI n.3 tom` j � /-N s £sPet?:i: • ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. (Date: I..- 3 _ INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: , �'�o / .Q Type of Inspection: 10/G rr�it 7;fric/ /5 Address: J% Tq() e P Date Called: Special Instructions: -- - Date Wanted:. / ' 30 . a.m. 49 (ran7 Requester: Phone No: - ?j r. , )'''7 5- -7/15 .Approved per applicable codes. a Corrections required prior to approval. COMMENTS: J Inspector: Date: 4' 3 1, 12... 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 g. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro r � Type of Insprtiosr- �Gr d Address: I -n 10 .. - 46c,rn Date Called: I s L A P m. A_ 6 Special Instructions: .,/ Date Wanted: —7 I-2 —12_ '-_I2_ p.m. Requester: Pho330 -26k-8-66z, Approved per applicable codes. • D Corrections required prior to approval. COMMENTS: Inspector: 1Date: — 2=7 - I Z� REINSPECTION FEE REQUI . 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 O. PERMIT NO. . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (,2_, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (� P Jej �°. f Type of.(fI�nspection: 14 Q , A if 4. /'u . 0 Address: I '1 0 SL D Date Ca e ( S SLe-Ar _-- Special Instructions: J Co ' .... - - Date Wanted:. V ..,2-S--(1,..- .a.m.. P.m. Requester: c D Phone No: 8, I' ---- Approved per applicable codes. • O Corrections required prior to approval. COMMENTS: {) /'u . 0 •p4JriAi DprI (� f ri-GA. : "- e, p W e } ► 4 c D ,Y1 -'r-.1) 8, I' ---- 1",. M t.I J. f A- 1(4 1 K ,1 1 .S P.0,-,r a esr 0 • . 4 O P 1 o id -- 1'�) 'U 1'1 po,f,o, fel- 1 it 4 A Insp(ctor: {) /'u . 0 (Date: , y r i2...--" aREINSPECTION FEE REQUIR rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. f • : 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 Projeet: Type se Inspection: i\1' i . a4- - Or 3 J A—I Address: ._.1 `7i.' 0. 5 Pay Icwq7 Date Called: ( e.J.. )0s Special Instructions: - Date Wanted: .z. a.m. Requester: t w' f` 6.1...-- DJ p t 6 S Ph e3o0-208- - &JO 6Z aApproved per applicable codes. Confections required prior to approval. COMMENTS: i\1' i . a4- - Or 3 J A—I ( e.J.. )0s c- OcreCT:.^s ,A A-ate_ - r -' c t w' f` 6.1...-- DJ p t 6 S w aa- ih.,.,�t"-..k.wAi 'tom M 6 rr i> i s "'... . Inspector: Date: I 2L..4-- I.` 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. D�( -o9lO CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 K— (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pro} ct 4..:�� ,ems s T.ype 6 n'spection: 1 t -�� n Address: 1119. 0 SC PAr kttovis Date ailed: Special Instructions: i Date Wanted:. a.m. I —13- l2 ,conis Requester: Phone No: 0 Approved 'per applicable codes. Correctioris'required prior' to approval. COMMENTS ; -. .. • i''Ll"1—, fAA )4-P ft r 6 4 ki . • 1 ' ' . tfc 14 "...,1 f A .---..).- -%'7.--0.1i: Srr SW /If i • k , i.43 d c-L, ,(A av 30 A co ()JAI 4X ' w�_t{ .nspe(t koor At ( "I S L ` ^ ../ . 1 Yi o r t +. , ; Li 3 • Inspector'' Date. f ;3 �..�. REINSPECTIOyzFEE REQUI ED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd...Suite 100. Call to schedule reinspection. • I.. 4 • INSPECTION RECORD Retain a copy with permit Dil -o$0 I SPECTION 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 Projects ProjArP(iBs A Type of Inspection: • $p>°_(; A C. r6f-cc Address: i X1 •40 S L i44 Date Called: Special Inst- r'ufctions: U 66-7 i (03 .- a l pAf . p�M,`rs e Date Wanted: . ` ! + 13 �') -I 7_, p.m. Requester: Phone No: -30 - .tOS' - f19(2. �. • a Approved per applicable codes. a Corrections required prior to approval. COMMENTS: .P,& A-D r A4f LK R- t. Sp ecJ a A. ink 1}f b1�e 60Ati bA ( (e6 416 U A t n I S . I OA- N-j — 3 - . StD L AA i-t f e_ •1)'s f e : f .,1 [ n rr l e 15(u L r 4 t e J nA, Inspect r: Date: — 13 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300-Southcenter Blvd.. Suite 100. Call to schedule reinspection. 0 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407 Project: mpg \i -. s Sprinklers: Type of Inspection: r,... (, Address: Suite #: I - 7 °t p S, C , ?‘11 Contact Person: ,D6 r) Special Instructions: Occupancy Type: Phone No.: 330 - 2..og- *i36(0 2. Approved per applicable codes. Corrections required prior to approval. COMMENTS: ei i Needs Shift Inspection: 4,11 ,q Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ' '-v-N sA Date: 1‘ Z -‘ \O Hrs.: 1 n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word /Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 Fireproofing Aggregates Shotcrete Concrete M a s o n r y A s p h a l t R o o f i n g P i l i n g S t e e I S o i l s W o o d January 27, 2012 File: 12 -117 Building Official City of Tukwila Building Department 6300 Southcenter Blvd. Tukwila, WA 98188 Project: Applebees - Tukwila Address: 17790 Southcenter Pkwy. Permit No.: D11 -096 A.A.R. TESTING LABORATORY, INC. CONSTRUCTION INSPECTION AND MATERIAL TESTING NATIONALLY ACCEPTED LABORATORY This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and a copy of our report is attached. 1. Soil bearing verification of undisturbed native soil 2. Reinforcing steel 3. Concrete placement To the best of our knowledge all work inspected conformed to Tukwila Building Department approved plans, specifications, IBC and related codes and /or verbal or written instructions from the Engineer of Record. Sincerely, A.A.R. TESTING LABORATORY, INC. Kimberle Anderson President CC: UHC Corporation -Dave Elliott Tel: (425) 881 -5812 Fax: (425) 881 -5441 • 7126 180th Ave. NE • P.O. Box 2523 * Redmond, WA 98073 Field Report A tR Test ng "L ab oratory, :lnc7426880th a N E ;1880 Phone42581582,Fx,425 8 1 Client: UHC Corporation 525 W. Aurora Rd. #155 Sagamore Hills, OH 44067 Contact: Dave Elliott Report #: 53880 Project Number: 12 -117 Permit #: D11 096 Project Name: Applebees - Tukwila Address: 17790 Southcenter Pkwy. Inspection Performed: Reinforced Concrete Date: 1/13/2012 Time: Temperature: On site for the following: Performed T -probe at exterior footings. Material undisturbed native soil. Material met minimum 3,000psf. Test are for surface conditions only and are not an indication of sub - surface conditions. Miles Ready Mix product code 0442, placed by chute at exterior footings. Resteel dowels in place. No samples taken, less than 5 yards. Product is at 6 sack, placed at 66 degrees temperature. Ambient temperature is 42 degrees. Distribution: Distribute Client ❑ Distribute Contractor ❑ Distribute Owner Distribute Municipality ❑ Distribute Other ❑ Distribute Architect ❑ Distribute Other ❑ Distribute Engineer Inspector: Blisserd, Jonathan (JD) Reviewed by: Mike Blackwell All reports are considered confidential and are the property of the client and A.A.R. Testing Laboratory, Inc. Reproduction except in full without the written consent of A.A.R. Testing is strictly forbidden LOUISSHE:..L STRUCTURES FILE COP"( Supplemental Structural Calculations In Response to Permit Corrections for Applebee's Remodel 17790 South Central Pkwy. Tukwila, Washington November 7, 2011 LSS Project No. TT1006.6 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 8 2011 City of Tukwila BUILDING DIVISION CORRECTION REVISION N 16 S Stone Asnnue ro 7(39 3■2 0:359 LaGrange Dimon; 605 ?5 RECEIVED' 708.352.'933 www.iouisshe&l.com CITY OF TUKWILA NOV 1 5.2011 is PERMIT CENTER Project #: TT1006.6 Project Name: Architect: Contact: Building Code: Design Loads: Applebee's Remodel 17790 South Central Pkwy. Tukwila, Washington leffingafaffira N 01.=12-r, AR4t (-re c- Rafal Banik Washington State Building Code (2009 IBC) Live Loads: Dining rooms and restaurants Snow Loads: Ground snow Toad: Flat -roof snow load: Snow Drifts: y= 0.13 P9 + 14 = (0.13)(20) + 14 = 16.6 pcf hb =P9 /y= (20)/(16.6) =1.2 ft. 100 psf 20 psf 14 psf At Parapets: Iu max = 105 ft. hd = 0.43 (Iu)1/3 +(Pg + 15)1/4 —1.5 = (0.43)(105)1/3 +(20 + 15)1/4 — 1.5 = 3.0 ft. hd' = 0.75 hd = (0.75)(3.0) = 2.3 ft. w = 4 hd = (4)(2.3) = 9.2 ft. Parapet 3' tall, therefore hd' = 3 — 20/16.6 = 1.8' w' = (4)(1.8') = 7.2' LOUISSH%l.l STRUCTURES 106 N Watola Avenue LaGrange Illinois 60525 tol 708.352.0350 fax 708.352.1913 www.louisshell.com Project TT1006.6 Date 11/8/2011 Page 1 Wind: Design drift load = (16.6 pcf)(1.8 ft.) = 30 psf Design drift width = 7.2 ft. Basic wind speed, V 85 mph Importance factor, I 1.0 Exposure category B Main Wind Force Resisting System Ps = X Kit I ps3o = 1.00 Kn = 1.00 I = 1.00 Ps : PS30 Horizontal: A = 12.9 psf, B = 8.8 psf, C = 10.2 psf, D = 7.0 psf Vertical: E = 1.0 psf, F = -7.8 psf, G = 0.3, H = -6.7 psf Overhangs: EGH = -4.5 psf, GoH = -5.2 psf Horizontal: A = 12.9 psf, B = 8.8 psf, C = 10.2 psf, D = 7.0 psf Vertical: E = 1.0 psf, F = -7.8 psf, G = 0.3, H = -6.7 psf Overhangs: EOH = -4.5 psf, GoH = -5.2 psf * USE 13 PSF horiz. on vert. projected area, -8 psf vert. on roof horiz. projected area Components and cladding Pnet = X Kit 1 Pnet30 Pnet3o = 11.9 psf / -15.2 psf (roof), 13.0 psf / -17.4 psf (walls), -24.7 psf (overhangs) Pnet = + 13.0 psf, -17.4 psf * USE +/- 20 PSF, -25 PSF AT OVERHANGS Seismic: N/A (see calculations pages 8 and 9) LOUISSHL LSTRUCTURES 106 N Watola Avenue LaGrange Illinois 60525 tot 708.352.0358 fax 708 352.1913 www.louisshell.com Project TT1006.6 Date 11/8/2011 Page 2 Dead Loads: existing roof: waterproofing membrane, liquid applied 0.5 psf rigid insulation 0.5 psf metal roof deck 2.5 psf steel bar joists 2.5 psf mechanical duct allowance 4.0 psf suspended ceiling 2.0 psf total: 12.0 psf * USE 15 PSF new roof element: steel tower cap 4.0 psf waterproofing membrane, liquid applied 0.5 psf plywood — 3/4" 2.5 psf 2x6's at 16" o.c. 2.0 psf total: 9.0 psf * USE 10 PSF Stud walls: siding 1.0 psf plywood sheathing — 3/8" 2.0 psf 2x6 at 16" o.c. 2.0 psf batt insulation — 6" 0.5 psf gypsum board — 5/8" 2.5 psf total: 8.0 psf * USE 10 PSF LOUISSHELLSTRUCTURES 106 N Waiola Avenue LaGrange Illinois 60525 te1 708.352.0359 tax 108.352.1913 www.lowsshell.com Project TT1006.6 Date 11/8/2011 Page 3 1 0 0 1p' , • P /ijv - 11)1 (if'. / U 2 - Cp CD .c..77_ —Lek, (A/1 / LOUISfllitALSTRUCTURES 16 S Stone Avenue LaGrange Illinois 60525 to T08.352.0359 fax 706_352.1913 www.louissbell.c,em Project Date Page WoodWorks® 5017WARt TOR WOOD Or514.V COMPANY Nov. 8, 2011 14:51 PROJECT B1.wwb Design Check Calculation Sheet Sizer 7.0 LOADS ( Ibs, psf, or pif) : Load Type Distribution Magnitude Start End Location (ftl Start End Pat - tern Loadl Dead Partial UD 60.0 60.0 5.00 14.50 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (In) : 1 10' 10' 14' -6'4 Dead Live Total Bearing: Load Comb Length Cb 57 57 509 509 60 60 #1 0.50* 1.00 41 0.50' 1.75 01 0.50' 1.00 *Min. bearing length for beams is 1/2" for exterior supports and 1/2" for intermediate supports Lumber n -ply, D.Fir -L, No.2, 2x6 ", 2 -Plys Self- weight of 3.92 plf Included in Toads; Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection ( n) using NOS 2005 : Criterion Analysis Value Design Value Analy 's /Desi. /J ,' tO Shear Bending( +) Bending( -) Live Defl n Total Def1'n fv 23 fb = 196 fb = 297 negligible 0.08 = <L/999 Fv' = 162 Fb' = 1053 Fb' = 1053 0.50 = L /240 fv /Fv' #.14 fb /Fb' x.19 fb /F• = 0. 8 _ 0.16 Al,gi VG t:.- -" V 1 C. - - 'fO (- ADDITIONAL DATA: '-" FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LCO Fv' 180 0.90 1.00 1.00 - - - - 1.00 1.00 1.00 1 Fb'+ 900 0.90 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 1 Fb'- 900 0.90 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 1 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 1 Ervin' 0.00 million 1.00 1.00 - - - - 1.00 1.00 - 1 Shear : LC #1 = D only, V = 282, V design = 253 lbs Bending( +): LC 41 = D only, M = 247 lbs -ft Bending( -): LC #1 = D only, M = 375 lbs -ft Deflection: LC 01 = D only EI= 33e06 lb -in2 /ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C =construction CLd =concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 4. BUILT -UP BEAMS: it is assumed that each ply is a single continuous member (that Is, no butt joints are present) fastened together securely at intervals not exceeding 4 times the depth and that each ply is equally top - loaded. Where beams are side - loaded, special fastening details may be required. (32 - C.4•?Z Li] (/ - i L.? # F ( -722 -zd 39 A (2 -2 (6) 1 (2 -6.095 r37-33) L. -770741D -0- ,44(._ k I//D+ ( 5Lad S7/ (2.2 x. taz,,r) • 27607 1 0 2 o 2— 0.7)5/37— 33 ,,v /780 63 — (50Z t'1 fx, P P -770 'OD 4- (clo s•(_ FL I ) et 116 4_ 2co 413 I( 70 UI27 LOUIS -!I-;`•'.1 ' STRUCTURES 16 S Stone Avenue LaGrange lifincqs 66525 to 708.352.0359 fax 708 352.1913 www.louissheli.core Project Date Page µ51t WoodWorks® SOPIW'AR! FOR WOOD DESIGN COMPANY Nov. 8, 2011 14:44 PROJECT B2.wwb Design Check Calculation Sheet Sizer 7.0 LOADS ( lbs, psf, or plf) ; Load Type Distribution Magnitude Start End Location (ft) Start End Pat - tern Loads Load2 Load3 Dead Live Dead Full UDL Full UDL Point 90.0 80.0 60 0.00 No Yes No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : A 0' 3._8" 9,-4 Dead Live Total Bearing: Load Comb Length Cb 791 615 1405 109 227 336 #0 0.00 0.00 #2 0.50* 1.75 #4 0.50* 1.00 "Min. bearing length for beams is 1/2" for exterior supports and 1/2" for intermediate supports Lumber n -ply, D.Fir -L, No.2, 2x6 ", 2 -Plys Lateral support: top= full, bottom= at supports; Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2005 : 611-- Criterion Analysis Value Design Value Analysis /Design ^+�i L- /WO( /a- Shear Bending( +) Bending( -) DInterioon: Interior Live Total Cantil. Live Total fv = 59 fb = 264 fb = 1081 Fv' 180 Fb' = 1170 Fb' = 1170 fv /Fv' = 0.33 fb /Fb' = 0.23 fb /Fb' = 0.92 -0.03 = <L/999 -0.05 = <L/999 0.14 - L/306 0.39 = L /113 0.19 L/360 0.28 = L/240 0.24 = L /180 0..37 - L/120 0.15 0.18 0.59 1.05 t (t ) A tL.. ff �" f-1J�� 64 1 I ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CF Cfu Cr Cfrt Ci Ca LC# Fv' 180 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 4 Fb'- 900 1.00 1.00 1.00 1.000 1.300 1.00 1.00 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 3 Emin' 0.00 million 1.00 1.00 - - - - 1.00 1.00 - 3 Shear : LC #2 = D +L, V = 722, V design = 644 lbs Bending( +): LC #4 = D +L (pattern: _L), M= 332 lbs -ft Bending( -): LC #2 - D +L, M - 1363 lbs -ft Deflection: LC #3 = D +L (pattern: L ) EI= 33e06 lb -in2 /ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D =doad L-livo S =snow W -wind I- impact C- construction CLd- concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s =S /2, X =L +S or L +C, _ =no pattern load in this span) Load combinations: ICC -IBC dal$ WoodWorks" SQFJ WARf PAR WOAD D(SIGN COMPANY Nov. 8, 2011 14:52 PROJECT R3.wwb Design Check Calculation Sheet Sizer 7.0 LOADS ( lbs, psf, o pif) : Load Type Distribution Magnitude Start End Location (ft] Start End Units Loadl Load2 Load3 Dead Dead Snow Point Point Point 510 790 620 13.25 19.00 19.00 lbs lbs lbs MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 1 .... 1 1 ' 28( Dead Live Total Bearing: Load Comb Length 867 199 1066 1122 421 1543 02 0.50* #2 0.50* *Min. bearing length for beams is 1/2" for exterior supports PSL, 2.0E, 2900Fb, 7x11 -114" Self- weight of 24.61 plf included in loads: Lateral support: top= 186.00 bottom= at supports; (in] Analysis vs. Allowable Stress (psi) and Deflection ( n) using NDS 2005 : Criterion Analysis Value Design Value Analysis /Design Shear Bending( +) Live Defl'n Total Defl'n fv = 29 fb = 1047 0.25 = <L/999 1.38 = L/242 Fv' - 328 F'b' = 3347 0.93 = L/360 1.40 - L/240 fv /Fv' = 0.09 fb /Fb' = 0.31 0.26 0.99 ADDITIONAL DATA: FACTORS: F/E CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fv' 285 1.15 - 1.00 - - - - 1._00 - 1.00 2 Fb'+ 2900 1.15 - 1.00 0.990 1.01 - 1.00 1.00 - - 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.0 million - 1.00 - - - - 1.00 - - 2 Ervin' 1.04 million - 1.00 - - - - 1.00 - - 2 Shear : LC #2 = D +S, V = 1543, V design = 1520 lbs Bending(+): LC #2 = D +S, M = 12879 lbs -ft Deflection: LC #2 = D +S El= 1661e06 lb -in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) Load combinations: ICC -IBC DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL -BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials. They can be changed in the database editor. fL'( c /2/3 (0 I 1/7", p 114) -144 c: /5" Yo di— 4cosi2 _ 33 s•Lis (' LOUIS fl'STRUCTURES 16 S Stone Avenue LeGranye Illinois 60525 101708.352 0:68 m.708 352.1917 www.lotiltiishe corn Protect - --— /177// Psgit Dote p,e 5.(01 /,7). /467, o.f4. 5: 11/(C) SLICL./ ri; s 7 tg 76/5-21 1,4 c 4./5i0 /iaci LOUISSV:H 1 STRUCTURES 16 S Stone Avenue LaGrange Ininoks 60525 toi 708.362 0359 tax 708.352 1913 www.louissnell.com Project Date Page 1-77 i7() (57 -7 Jhci 5-/„. `-6 Lekral 10,1 t-r-,:s4I p • 11 0 &Li' 41/5 - /3f5(1)- ebo-74-k) d. C. 61(e- Ax (0 r,- (°Z 5 tn., 7(:) e?"002e- ( e-. ...-" (p- l'77* LOUSsH 1.STRUCTURES 16 $ Stone Avenue Laeutnge Illinois 60525 Ted 71)11 352 0152 fav 738 352 1613 www.loulsehell.com Plo)e^t Date Page / 7/ 8 Ito) 06 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director KIM MILUSH 6200 OAK TREE BL, SUITE 250 INDEPENDENCE OH 44131 RE: Permit No. D11 -096 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 07/25/2012. 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 fmal 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 07/25/2012, 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, er Marshall P. w 't Technician File: Permit File No. Dl 1 -096 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 - 431 -3665 N City of Tukwila 00 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 28, 2011 Sean Neuert 2010 Architects 8845 Tulley Av Oak Lawn, I1 60453 RE: Correction Letter #1 to Revision #1 Development Permit Application Number D11 -096 Applebee's —17790 Southcenter Py Dear Mr. Neuert, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building and Planning Departments. At this time the Fire and Public Works Departments have no comments. Building Department: Planning Department: Allen Johannessen at 206 433 -7163 if you have questions regarding the attached comments. Stacy MacGregor at 206 - 433 -7166 if you have any 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, please contact me at (206) 431 -3670. Sincerely, 4 0 Bill Rambo Permit Technician encl File No. D11 -096 W:\Permit Center\Correction Letters\2011\D11 -096 Corr Letter #1 to Rev #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 •40 Tukwila Building Division Allen Johannessen, Plan Examiner Building Division Review Memo Date: October 26, 2011 Project Name: Applebee's Permit #: D11 -096 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. Provide a special inspection table for the 4000 psi concrete and masonry work. Specify masonry level 1 or 2. Engineer's calculations typically accompany the engineered drawings. Provide the engineer's calculations. 2. On sheet S2, the details 1 and 2 need additional specifications for the dowels into the foundation. Specify the epoxy or what is intended to secure the dowel into the existing foundation. Specify the method of inspection for dowel placement in the special inspection table. 3. Engineered sheets and architectural plans show copied stamps on architectural and engineered sheets. Provide architectural and engineered sheets including the engineer's calculations with original wet stamp and signature's on the plans and documents. Should there be questions concerning the above requirements, contact the Building Division at 206- 431 -3670. No further comments at this time. N 00 PLANNING DIVISION COMMENTS DATE: October 27, 2011 APPLICANT: Applebee's RE: D11 -096 ADDRESS: 17790 Southcenter Parkway Planning has conditioned the project Please review the following condition listed below. If you have any questions on the requested revision, Stacy MacGregor is the planner assigned to the file and can be reached at 206 - 433 -7166. 1. The project is subject to minor modification to design review. A small (11x17) set of plans is needed to add to the design review file. Planning will not final the permit until these plans are submitted. • Gity of O, Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 28, 2011 Kim Milush Apple American Group 6200 Oak Tree Blvd, Ste 250 Independence, OH 44131 RE: Request for Extension Development Permit No. D11 -096 Applebee's —17790 Southcenter Py Dear Ms. Milush, This letter is in response to your written request for an extension to Permit Number D11 -096. The Acting Building Official has reviewed your letter and considered your request to extend the above referenced permit. The City of Tukwila Building Division will be extending your permit an additional 180 days from the date of expiration, through May 14, 2012. If you should have any questions, please contact our office at (206) 431 -3670. Sincerely, File: Permit No. D11 -096 W:\Permit Center\Extension Letters \Permits\2011\D11 -096 Permit Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ,.� • APPLE AMERICAN GROUP October 24, 2011 Mr. Bill Rambo Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Blvd., Ste. 100 Tukwila, WA 98188 RE: Applebee's Restaurant, 17790 Southcenter Parkway, Tukwila, WA 98188 — Permit No. D11 -096 Dear Mr. Rambo: We are in receipt of your letter dated October 3, 2011 regarding permit number D11 -096 for the Applebee's Neighborhood Grill and Bar renovations. On October 20, our architect resubmitted the plans for the building, therefore, we would like to extend the permit for 180 days. Please don't hesitate to call me at 216 -525 -2765 with any questions. Thank you. Sincerely, Kim Milush Coordinator, Real Estate and Development krm AECIENED art OFTUKWILA OCT 2 5 201 41ERMIT CENTER -t.›51ores 051143- /va dv/7S Apple American Group • 6200 Oak Tree Blvd, Suite 250 • Independence, OH 44131 • 216- 525 -2775 • City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director KIM MILUSH 6200 OAK TREE BL, SUITE 250 INDEPENDENCE OH 44131 RE: Permit No. D11 -096 APPLEBEE'S 17790 SOUTHCENTER PY TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 11/15/2011. 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 11/15/2011, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, e-R7c ---971, Bill Rambo Permit Technician File: Permit File No. D11 -096 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 *ERMBT COORD COM PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -096 DATE: 11/15/11 PROJECT NAME: APPLEBEES SITE ADDRESS: 17790 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 X Revision # 1 after Permit Issued DEPARTMENTS: g� I In ivislonil Public Works Fire Prevention Structural n Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 11/17/11 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 REVIEWER'S INITIALS: Structural Review Required No further Review Required n DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/15/11 Approved Approved with Conditions 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 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -096 DATE: 10 -20 -11 PROJECT NAME: APPLEBEE'S SITE ADDRESS: 17790 SOUTHCENTER PY Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # X Revision # 1 After Permit Issued EPA TMENTS: - , \ M VA- i din r Division [11 Fire Prevention Pu Ic orks Structural 91/1 MAK- 1/2&—(1 c1 Planning Division Permit Coordinator j DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-25-11 Complete 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 Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11-22-11 Approved n Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping' PW ❑ Staff Initials: tv4 Documents /routing slip.doc 2 -28 -02 CowootvIAS C0v4134-t tet PE T Y • • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D11 -096 DATE: 04 -11 -11 PROJECT NAME: APPLEBEE'S SITE ADDRESS: 17790 SOUTHCENTER PY X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEP RTMENT ;� ( 1 uilding Division 'PG lic Val i L I Aw\c1—‘� Fire Prevention Structural Planning Division ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 04 -12-11 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 E Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -10-11 Approved n Approved with Conditions X Not Approved (attach comments) ❑ 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 PROJECT NAME: SITE ADDRESS: IIA• • 4' JI PERMIT NO: ' \, I ORIGINAL ISSUE DATE: REVISION LOG S-• 9-11 REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INIi S o 10-.1-0—t Vila- Summary of Revision: Swi..1„ at,/ 1 st .e -Nei-n- rte-- i f vol yy 4-1 C [LA vi. Summary of Revision: Received by: OA-o TO( -iJJ c i REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) • 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.cLtukwilu.wa.us 1 REVISION SUBMITTAL 1 Revision submittals must be submitted in person at the Permit Center. Revisions will not he accepted through the mail, fax, etc. Date: Plan Check/Permit Number: D11-096 ❑ Response to Incomplete Letter i ® Response to Correction Letter it 1 • Revision # 1 after Permit is Issued ❑ Revision requested by a City Building inspector or Plans Examiner Project Name: Applebee :s Project Address: 17790 Southcenter Py Contact Person: SEAN NEs OT Phone Number: 713 • R b o • S f i S Summary of Revision: 1, SEE IPSPGU ibriS TP4t.E 6N SREET SO.. /6.4•J D aNU -O503 S-t-pJ & c-ru RAL CAL.c u LA1 o ■4 S . 2, SEE REVISED DET LS ND 2. DN s SNoc,)lnt(i S euFIC4.noniS 000461'S i SPok`C 6-•D SecuratN4 lb QctST- Foci NO • ^� _ SCE $16 N EO AND SEA (ZO D (-pets 1,4 45 (W S`t7°t % P€O CITVROF U4 NOV 151011 PERMIT CENTER LEAN N 1 k) 4 . (• , S e-a 04 C,t,O S Pb -15LevNEN O N D (2-i LA ) 1414 S . Sheet Number(s): SO / 52. "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: k kSt Entered in Permits I'Ius on \applicationslfomis- applications on li,u \revision submittal Created: 8 -I3 -2004 Revised- ■ • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10/18/2011 Plan Check/Permit Number: D11 -096 Response to Incomplete Letter # Response to Correction Letter # ,/ Revision # 1 after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Applebee's Restaurant - Exterior Remodel arvoa us OCT in 2011 PEalitireetirp Project Address: 17790 Southcenter Parkway Contact Person: Sean Neuert Summary of Revision: Phone Number: (773) 960 -5115 Revision/modification of proposed south and west elevations, per request of/conversations with applicant- Applebees. Scope of this revision includes adding brick piers to each side of the existing bay of windows (south & west elevations), and retaining the appearance of the 'tower' at existing building main entry. The description of work under original submittal still applies to this revision: A small box will be added to the existing rooftop at the existing corner (main) entrance, stone veneer will be added to make the entrance appear as a tower. Contractor will submit for permits for the standing seam metal roof on the new tower, the canopies over the front doors and the new signs and awnings. Sheet Number(s): Sheets T1, SO, S1, S2, AD1, Al, A2, A3, A4 - dated 09.22.2011 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on /0/9°/// H:\Applications\Forms- Applications On Line \2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -367o FAX (206) 431 -3665 E -mail: tukplanaci.tukwila.wa.us Permit Center /Building Division 206 431 -367o Public Works Department 206 433 -0179 Planning Division 206 431 -3670 AFFIDAVIT IN LIEU OF CONTRACTOR REGISTRATION PERMIT NO: L { V CI (O STATE OF WASHINGTON) ) ss. COUNTY OF KING 5orr /xw// [please print name] , states as follows: 1. I have made application for a permit from the City of Tukwila, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under Section 18.27.090 of the Revised Code of Washington, a copy of which is printed on the reverse side of this Affidavit. I have read or am familiar with RCW 18.27.090. 3. I understand that prior to issuance of a permit for work which is to be done by any contractor, the City of Tukwila must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Tukwila of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of RCW 18.27.090, I consider the work authorized under this permit to be exempt under number II . and will therefore not be performed by a registered contractor. 5. I understand that the licensing provision of RCW 19.28.161 through 19.28.271 shall not apply to persons making electrical installations on their own property or to regularly employed employees working on the premises of their employer. The proposed electrical work is not for the construction of a new building for rent, sale or lease. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Ownneer /Owner's Agent* % Signed and sworn to before me this q day of acj.. , 201 . 6())--Le PUBLIC in and for the State of Washington Residing at h 1/1 , County Name as commissioned: zun-e , f 11 /e My commission expires: 05-d-9-R1 18.27.090 Exemptions. The regOtion provisions of this 1. An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2. Officers of a court when they are acting within the scope of their office; 3. Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4. Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5. The sale of any finished products, materials, or articles of merchandise that are not fabricated into and do not become a part of a structure under the common law of fixtures; 6. Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile /manufactured home retail dealer or manufacturer licensed under chapter 46.7o RCW who shall warranty service and repairs under chapter 46.70 RCW; 7. Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8. Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9. Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10. Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed chapter do not apply by a registered contractor; 11. An owner* who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12.* Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person who performs the activities of a contractor on his or her own property for the purpose of selling, demolishing, or leasing the property; 13. An owner* who performs maintenance, repair, and alteration work in or upon his or her own properties, or who uses his or her own employees to do such work; 14. A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician certified under the laws of the state of Washington, or a plumber certified under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the person certified is operating within the scope of his or her certification; 15. Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16. Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17. A mobile /manufactured home dealer or manufacturer who subcontracts the installation, set -up, or repair work to actively registered contractors. This exemption only applies to the installation, set -up, or repair of the mobile /manufactured homes that were manufactured or sold by the mobile /manufactured home dealer or manufacturer; 18. An entity who holds a valid electrical contractor's license under chapter 19.28 .RCW that.ezpiploys a certified journeyman electrician, a. fied ifieatial specialty electrician, or an electricals aiti'ee nieeti`�fg the requirements of chaptO i . 8 RCW tofpe€rforitb plumbing work that is incidentally ,tectly, and imirtediately appropriate to the liltxe -innd replacement of household appliance or other small Household utilizat%q equipment that requires limited electric powei'atid liriiitedwaste and /or water connectibr, is tttz electri'ca1.trai}ee must be supervised by a certified t}.eet f r r�rhi1e performing plumbing work. Per Washington State Department of Labor and Industries, lessee has been interpreted to be equivalent to owner for the purpose of these exemptions. GENERAL NOTES I. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COMPLIANCE OF WORK WITH APPLICABLE LAWS, CODES, ORDINANCES AND AUTHORITY OF GOVERNING JURISDICTION. 2. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WITH REQUIREMENTS OF APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. CONTRACTORS SHALL NOT USE OR INSTALL MATERIALS CONTAINING HAZARDOUS SUBSTANCES. LOCATING PRESENCE OF AND ABATEMENT OF HAZARDOUS MATERIALS 15 NOT THE RESPONSIBILITY OF ARCHITECT AND ARCHITECT'S CONSULTANTS, AND SHALL BE PERFORMED BY OWNER OR OTHERS. 3. TI I= DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE ARCHITECT, OWNER AND THEIR CONSULTANTS AND SIGNED AND SEALED FOR THE SPECIFIC LOCATION SHOWN ON THE DRAWINGS AND SEAL. THE AFOREMENTIONED PARTIES ASSUME NO RESPONSIBILITY OR LIABILITY FOR CLAIMS RESULTING FROM THE UNAUTHORIZED U5E OF 11 IESE DOCUMENTS. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. 5. DO NOT SCALE DRAWINGS. DRAWINGS MAY NOT ALWAYS BE TO SCALE. NO MECHANICAL, PLUMBING AND /OR ELECTRICAL INFORMATION 15 TO BE SCALED FROM THE DRAWINGS. LOCATIONS OF SUCH ITEMS SHALL BE COORDINATED BY THE CONTRACTOR PRIOR TO START OF WORK. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE TOTAL RESPONSIBILITY OF EACH CONTRACTOR. NOTED DIMENSIONS SHALL TAKE PRECEDENCE. DIMENSIONS ARE TO THE FADE OF FINISH, UNLESS NOTED OTHERWISE. 6. ALL NOTES THROUGHOUT TI IESC DRAWINGS ARE INTENDED FOR GENERAL USE EACH CONTRACTOR SHALL REVIEW DOCUMENTS IN ENTIRETY FOR INFORMATION APPLICABLE TO THEIR PORTION OF WORK. 7. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF APPROVED PERMIT DRAWINGS AND DOCUMENTS ON SITE DURING ALL PHASES OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COPIES OF SUCH DOCUMENTS, AS REQUIRED, TO SUBCONTRACTORS. 8. ANY AND ALL CHANGES MADE TO THESE DOCUMENTS SHALL BE AUTHORIZED BY THE ARCHITECT PRIOR TO EXECUTION OF CHANGES. ANY CHANGES OCCURRING IN FIELD DURING CONSTRUCTION THAT DEVIATE FROM THESE DOCUMENTS SHALL BE AUTHORIZED BY THE OWNER AND ARCHITECT NOTIFIED PRIOR TO EXECUTION. q. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCES AND OMISSIONS. CONTRACTORS SHALL INCLUDE ALL MISCELLANEOUS AND INCIDENTAL ITEMS REQUIRED TO COMPLETE THE WORK. 10. THE GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND VENDORS TO ASSURE THAT SCHEDULES ARE MET AND THAT ALL WORK 15 PERFORMED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, SPECIFICATIONS AND RECOMMENDATIONS. II. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL VERIFYING DIMENSIONS. ANY DISCREPANCIES SHALL BE GALLED TO THE ATTENTION OF THE OWNER AND ARCHITECT AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 12. CAREFULLY REVIEW AND VERIFY LOCATIONS AND CONDITION OF ALL EXITING UTILITIES AND UTILITIES TO BE PROVIDED FOR THE BUILDING/SPACE(5) BY THE OWNER AND /OR UTILITY COMPANIES. TEMPORARY UTILITY SERVICES REQUIRED DURING CONSTRUCTION SHALL BE COVERED BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE AGREED UPON W/ OWNER. 13. GENERAL CONTRACTOR 15 RESPONSIBLE FOR REPLACING AND REPAIRING ANY FIREPROOFING OR FIRE- REATED ASSEMBLIES WITHIN AND /OR SURROUNDING THE AREA OF WORK THAT BECOME DISTURBED OR IMPAIRED DURING COURSE OF WORK. 14. PENETRATIONS THROUGH OR REMOVAL OF EXISTING CONCRETE SHALL BE CLEANLY SAW GUT OR GORE DRILLED. 15. GENERAL CONTRACTOR SHALL COORDINATE DIMENSIONS FOR EQUIPMENT, WALL, FLOOR OR ROOF OPENINGS AND SUPPORTS WITH RESPECTIVE CONTRACTORS PRIOR TO STEEL FABRICATION OR CONCRETE PLACEMENT. 16. EACH CONTRACTOR SHALL REMOVE ON A REGULAR BASIS HIS RUBBISH AND WASTE MATERIALS AND TAKE MEASURES TO PREVENT DIRT, DEBRIS OR DUST FROM ACCUMULATING AND AFFECTING THE FINISHED WORK OR EXISTING SURFACES. 17. ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY ONE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS AND AS REQUIRED BY APPLICABLE CODES. 18. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AND ADHERE TO SAFETY PRECAUTIONS THROUGHOUT DURATION OF WORK. Iq. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PROTECTING FROM DAMAGE, INCLUSIVE OF EXISTING ELEMENTS TO REMAIN, ALL ITEMS ON THE PREMISES. INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MATERIALS, FIXTURES, EQUIPMENT, AND FURNITURE. AFTER RECEIPT ON JOB SITE, ANY LOST, STOLEN OR DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION AT THE GENERAL CONTRACTOR'S EXPENSE. IT 15 ADVISED THAT THE GENERAL CONTRACTOR COORDINATE W/ OWNER AND COMMUNICATE THIS REQUIREMENT TO ALL TRADES AND SUBCONTRACTORS ON SITE. 20. IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE AND UNLOAD PRODUCT AND MATERIALS SUPPLIED BY OTHERS AT THE JOB SITE. IMMEDIATELY INSPECT DELIVERED PRODUCTS AND EQUIPMENT FOR SHIPPING DAMAGE, INCLUDING CONCEALED DAMAGE PRIOR TO SHIPPER LEAVING PREMISES. ANY PRODUCT OR MATERIALS FOUND TO BE DAMAGED AFTER THE SHIPPER HAS LEFT THE PREMISES, WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPLACE. RECORD ANY SHORTAGES, DAMAGED OR DEFECTIVE MATERIALS. SAVE ALL PACKING OF DAMAGED PRODUCTS UNTIL CLAIMS ARE FINALIZED. IMMEDIATELY NOTIFY OWNER OF ANY DAMAGED MATERIALS RECEIVED. DAMAGE CLAIMS FILED WITH THE APPROPRIATE SHIPPING COMPANY SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 21. ATTENTION SHALL BE GIVEN TO EXISTING AREAS IN, SURROUNDING OR ADJACENT TO THE PROJECT SPACE. ALL CONSTRUCTION AND INSTALLED EQUIPMENT, EXISTING ITEMS TO REMAIN, DEMISING WALLS, ETC. SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER(5) AT THE EXPENSE OF THE CONTRACTOR. PAYMENT MAY BE WITHHELD OTHERWISE. 22. CONTRACTORS SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 23. INSTALL SAFETY BARRIERS DURING CONSTRUCTION AS NECESSARY TO PROTECT THE PUBLIC FROM INJURY IN ACC.ORDANGE WITH APPLICABLE CODES, HEALTH/SAFETY STANDARDS 4 GOVERNING JURISDICTIONS. MINIMUM EGRESS REQUIREMENTS SHALL BE MAINTAINED. COORDINATE SPECIFIC REQUIREMENTS WITH OWNER AND FIRE DEPT. PRIOR TO BEGINNING CONSTRUCTION. 24. WHERE REQUIRED, PROVIDE PROPER TEMPORARY BRACING AND /OR SHORING OF STRUCTURE IN ACCORDANCE WITH CURRENT ACCEPTED INDUSTRY STANDARDS AND PRACTICES. 25. TO THE FULLEST EXTENT PERMITTED BY LAW, SUBCONTRACTORS SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT AND THEIR CONSULTANTS AND THEIR RESPECTIVE AGENTS AND EMPLOYEES (INDEMNITIES) FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, LOSSES, ECONOMIC LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE WORK (INCLUDING SPECIFICALLY CLAIMS ARISING UNDER THE ILLINOIS STRUCTURAL WORK ACT) PROVIDED THAT SUCH CLAIM, LOSS OR EXPENSE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF), INCLUDING L055 OF USE RESULTING THERE FROM, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTOR OMISSIONS OF THE SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY A RELIABLE, EXCLUDING ANY PROPORTIONATE AMOUNT OF ANY CLAIM, DAMAGE L055 OR EXPENSE WHICH 15 CAUSED BY A PARTY INDEMNIFIED HERE UNDER SUCH OBLIGATION SHALL NOT BE CONSTRUED TO NEGATE, ABRIDGE OR REDUCE OTHER RIGHTS OR OBLIGATIONS OF INDEMNITY WHICH WOULD OTHER WISE EXIST TO A PARTY OR PERSON DESCRIBED IN THIS PARAGRAPH. IN CLAIMS AGAINST ANY PERSON ENTITY INDEMNIFIED UNDER THIS PARAGRAPH BY ANY EMPLOYEE OF THE SUB CONTRACTORS, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS PARAGRAPH SHALL NOT BE LIMITED BY A LIMITATION ON THE AMOUNT OF TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE SUBCONTRACTORS UNDER WORKERS OR WORKMAN COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. 26. CONTRACTORS SHALL CARRY WORKMAN LIABILITY, PROPERTY DAMAGE INSURANCE AND OTHER INSURANCE AS REQUIRED BY THE OWNER. THE OWNER SHALL CARRY GENERAL LIABILITY AND BUILDERS RISK INSURANCE NAMING THE ARCHITECT AND ARCHITECT'S CONSULTANTS AS ADDITIONAL INSURED. COPIES OF INSURANCE CERTIFICATE SHALL BE DISTRIBUTED TO EACH ENTITY COVERED. LACK OF RECEIVING CERTIFICATE OF COVERAGE DOES NOT RELIEVE OWNER OF COVERAGE, PROVISION OR ACCOMPANYING LEGAL RECOURSE. 21. NO MATERIAL SUBSTITUTIONS WILL BE PERMITTED UNLESS AUTHORIZATION HAS BEEN GRANTED BY OWNER AND /OR ARCHITECT. ANY UNAUTHORIZED MATERIAL SUBSTITUTIONS WILL SUBJECT THE GENERAL CONTRACTOR TO REPLACEMENT OF SUBSTITUTED MATERIALS WITH APPROVED MATERIALS AT THE EXPENSE OF THE GENERAL CONTRACTOR. 28. ALL SUBMITTALS SHALL REFLECT ACTUAL FIELD MEASUREMENTS 4 BEAR CONTRACTOR'S STAMP PRIOR TO SUBMITTAL TO ARCHITECT AND /OR OWNER. 2q. COMPLETED SYSTEMS SHALL BE FULLY OPERATIONAL; ACCEPTANCE BY THE OWNER SHALL BE A CONDITION OF THE CONTRACT. 30. GENERAL CONTRACTOR SHALL PROVIDE THOROUGH FINAL GLEANING TO OWNER'S SATISFACTION BEFORE TURNING OVER COMPLETED PROJECT TO OWNER. 31. GENERAL CONTRACTOR SHALL TEST ALL EQUIPMENT FOR PROPER OPERATION, IN THE PRESENCE OF THE OWNER, BEFORE TURNING OVER COMPLETED PROJECT TO OWNER. 32. ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (I) YEAR. OWNER MAY WITHHOLD FINAL PAYMENT UNTIL GENERAL CONTRACTOR SUPPLIES WARRANTY LETTER AND SUBCONTRACTORS LIEN WAIVERS. 33. GENERAL CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS AND RE- INSPECTIONS. ARCHITECT'S OBSERVATIONAL VISITS TO SITE, INSPECTING AND ASSESSING COMPLIANCE OF WORK ARE NOT INCLUDED IN ARCHITECT -OWNER AGREEMENT, AND SHALL ONLY BE PERFORMED BY ARCHITECT AT OWNER'S REQUEST UNDER TERMS MUTUALLY AGREED UPON BY OWNER AND ARCHITECT PRIOR TO PERFORMING SUCH SERVICES. ANY ADDITIONAL DIAGRAMS, LAYOUTS, INFORMATION SUBMITTALS TO JURISDICTION REQUIRED FOR OBTAINING APPROVALS AND PERMITS (EXCEPT WORK COVERED UNDER GENERAL BUILDING PERMIT AND STATE DESIGN RELEASE) SHALL BE THE RESPONSIBILITY OF, AND BE SUBMITTED BY, THE RESPECTIVE CONTRACTOR. 34. THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL UNDER SEPARATE PERMIT AS REQUIRED. ANY DRAWINGS, NOTES OR REFERENCES PERTAINING TO SUCH ITEMS IN THESE DOCUMENTS 15 INTENDED TO CONVEY GENERIC SCOPE ONLY. FINAL DRAWINGS, SUBMITTALS, AND OBTAINING APPROVALS SHALL BE THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR= MODIFICATIONS TO FIRE SUPPRESSION, FIRE/SMOKE ALARM (AS APPLICABLE); EXTERIOR SIGNAGE, CANOPIES /AWNINGS/ROOF GAP AND ASSOCIATED STRUCTURE; EXTERIOR ELECTRICAL/LIGHTING. Alipiebee!s Neighborhood Grill & Bar 17790 SOUTH CENTER PKWY. TUKWILA, WA 98188 EXTERIOR REMODEL REVIEWED FOR CODE COMPLIANCE APPROVED Nnv 2 8 2011 IIF LOCATION MAP DRAWING INDEX ISION N E)U JUL 2 5 2012 SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila BOLDING LDING DIVvISION! D SHT No. DESCRIPTION, PERMIT SET 09.22.2011 PERMIT REV #1 11.07.2011 GENERAL T1 GENERAL NOTES, CODE DATA, LOCATION MAP • • STRUCTURAL SO STRUCTURAL NOTES AND SPECIFICATIONS • • S1 STRUCTURAL PLANS • • S2 STRUCTURAL DETAILS • • ARCHITECTURAL AD1 DEMOLITION EXTERIOR ELEVATIONS • • Al ARCHITECTURAL ROOF PLAN ARCHITECTURAL FLOOR PLAN • • A2 EXTERIOR ELEVATIONS • • A3 WALL SECTIONS • • A4 ARCHITECTURAL DETAILS • • • FILE COPY Pormf Nos., `I Plan review approval is sub ect to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt of approved Field Copy and =eons is acknowledged: Soar . _ L.. - Date: city OflUkwilio BUILDING DIVISION CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. REPRODUCTIONS, DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. w 0, w 2 1- RECEIVED _ CITY OF TUKWIL NOV 15 "2011 PERMIT CENTER CODE DATA STATEMENT OF COMPLIANCE JURISDICTION CITY OF TUKWILA BUILDING DIVISION 6300 SOUTH CENTER BLVD. TUKWILA, WA (48188 (206) 431 -3670 CODE LIST W/ STATE AMENDMENTS 200'1 INTERNATIONAL BUILDING CODE 200'1 INTERNATIONAL MECHANICAL CODE 200'1 INTERNATIONAL. FIRE CODE 200'1 UNIFORM PLUMBING CODE 2008 NATIONAL ELECTRICAL CODE 2006 WASHINGTON STATE ENERGY CODE 2003 ANSI AI11.1 ZONING REGIONAL COMMERCIAL (EXISTING, NO CHANGE) USE 4 OCCUPANCY CLASSIFICATION A -3 ASSEMBLY (EXISTING, NO CHANGE) TYPE OF CONSTRUCTION V -B EXISTING, NO CHANGE GENERAL DESCRIPTION OF WORK - REFINISHING OF PORTIONS OF EXISTING EXTERIOR SURFACES - ADDITION OF TOWER ELEMENT OVER EXISTING VESTIBULE ROOF/PARAPET (APPROX 385 CU FT) - WORK TO EXTERIOR OF BUILDING ONLY NO CHANGE TO INTERIOR REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDGE THEY CONFORM TO THE LOCAL BUILDING CODE(5). CORRECTION ♦T-4" HITEGT •-- RE -•-• EXPIRES 12/18/12 OTHER RIGHTS 11.07.2011 w DATE 1- U w i 0 2 U .m CC Q u w rn �n 0 111 Co CO REGISTERED ARCHITECT SEAN M NEUERT ATE OF WASHINGTON J W D 0 w CC 0 w I- X w iu w CO w J 17790 SOUTHCENTER PKWY 00 00 00 0) J REV ISSUED FOR DATE Q PERMIT RESUBMITTAL 09.22.11 A\ PERMIT REVISION #1 11.07.11 0 0 A PROJ. No 11 -026 11.07.2011 DRAWN CHECKED DO NOT SCALE DRAWINGS AL- 1�� EXISTING LIGHT FIXTURES AT REAR ELEVATION TO REMAIN REMOVE EXISTING BRICK CORBELLING AS REQUIRED \ (yr 1 - REMOVE EXIST SOLDIER rTT T��/ 777 -11.(r COURSE AS REQUIRED (17 -x_7 TrTTT�',e .r /,I 17 77 jr� r/7 /, ,I, REMOVE EXISTING COPING TO EXTENT INDICATED REMOVE AND RELOCATE EXISTING SIGNAGE REMOVE EXISTING SIGNAGE SAVE ELECTRICAL FOR RE -USE PATCH WALL AS REQUIRED TTTT4 -r krl/,,, /,,,,,,,- 2.1 TTI /- /77777 /V///L11111� - T// / /777 / TT.TT/-777 /�i� / ) /"-1-1-/-/7-7.77'7-7-7-7-/-/-/-/-%/1 11 LLGLLL.C_W JJ 111 m al m pl tI Z� w �. :4 W 11 mss . -# w ul W z r ":..--.0 �l� .w WEST ELEVATION - DEMOLITION SCALE: 1/4"=1'-0" 1 II A Ir1mr 11mI1111111r -m1m 111111 11111111111111111 111111 111111 IIIIIIIIIIIIIIIII 111111 111111 IIIIIIIIIIIIIIIII 111111 111111 IIIIIIIIIIIIIIIII 111111 111111 IIIIIIIIIIIIIIIII 111111 111111 IIIIIIIIIIIIIIIII 111111 111111 IIIIIIIIIIIIIIIII 111111 111111 IIIIIIIIIIIIIIIII 111111 011+01— -I11111HHHIH- —11+1IH Ill III IIIIIIIIIIIIIIIIIII 111111 1 +2. -6.. II A Ifi ^ - - -- 111 III 1751,_,,_, rJ n (-; 111 II Ii\ \ I{r,sI'� a, �,v\ -- I11 ! csi l�. i tc -D�l� JL'� �!\' �� 11. I L. ))1 Ill • REMOVE AND RELOCATE EXISTING SIGNAGE L'LL/�JJ111111� . mm , mow 1m111 1 t iVl IWI Iwl IIIIm0rmr711mr1mmr- Imlmr- ImITllrimmr1mmrimhilt -imIITir -irrir lr- ormr-immlr- 111rmr- Immr- mimr711imr-Immlr -iImllmllllllm IIIIIIIIIIIIII 111111111 111111111 111111111 111111111 111111111 111111111 IIIIIIIII 111111111 111111111 111111111 111111111 111111111 IIIIIIIII 111111111 111111111 111111111 IIIIIIIIIIIIIIIII IIIIIIIIIIIIII 111111111 111111111 111111111 IIIIIIIII 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 IIIIIIIII 111111111 WHO IIIIIIIIIIIIIIIII IIIIIIIIIIIIII 111111111 111111111 111111111 11111101 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 IIIIIIIII IIIIIIIII IIIIIIIII 111111111 IIIIIIIIIIIIIIIII 11111111111111 111111111 111111111 011111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 IIIIIIIIIIIIIIIII IIIIIIIIIIIIII 111111111 111111111 111111111 IIIIIIIII 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 MUM 111111111 111111111 IIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIII 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 IIIIIIIII 111111111 111111111 IIIIIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIII 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 WHIM 111111111 111111111 111111111 111111111 111111111 111111111 IIIIIIIIIIIIIIIII 11111111111111 111111111 111111111 IIIIIIIII 111111111 111111111 111111111 111111111 111111111 IIIIIIIII 111111111 111111111 111111111 111111111 111111111 111111111 111111111 IIIIIIIIIIIIIIIII I111H11HI-- IfflHHI -11+1H11- fHHH1F —tHH11 ••- 1+HHH�—fHH11I—I+HHII - -IfH t- 1 HHfll-- IfHHHI-- IfHµ11- �fHHllf-- I+HHH� 01-11 F1fHHH1 I+HHH1- -I1HH11HH111 IIWIMULJ1uULJ1uItLJIWW 1L_IMMLJ1111WLJ111 0LJ1ul111LJ.W ILJ1BULAM L_ IIMULIIMMILJllIIUILJIllI 1uLJ.WIWLJI1JWJL .....Ili i I 1 REMOVE EXISTING 'GOOSENECK-TYPE' LIGHT FIXTURES, TYPICAL. SAVE ELECTRICAL FOR RE -USE. PATCH WALL AS REQUIRED TO MATCH EXIST ADJACENT r -7 mfr inlmir- 111 - -INE Imllmllriim 1111 mum IIII 1111 mum IIIIIIIIIIIIIIIII 111111111 1111 1111 111111111 IIIIIIIIIIIIIIIII 111111111 1111 1111 111111111 IIIIIIIIIIIIIIIII 111111111 1111 111 1 11111111! 11111111111111111 111111111 1111 1111 111111111 11111111111111111 111111111 1111 1111 111111111 IIIIIIIIIIIIIIIII 111111111 1111 111 Illlll1p. IlIIIIIllllIlIII 111111111 1111 Hut-- IIHHIH- -MAMA - 411Hf1 -41Hi 11110__ Ii111111L 11111I1IlllIWl 11111111 _LIT I ! - -1 T/ EXIST PARAPET MSRY A +19' -4" (VIF) T/ EXIST PARAPET MSRY +18' -0" (VIF) IV T/ EXIST PARAPET MSRY +16' -8" (VIF) REMOVE EXISTING AWNINGS TYP PATCH WALL AS REQUIRED REMOVE EXISTING BRICK CORBELING /SILL AS REQUIRED REMOVE EXISTING VENEER AS REQUIRED TO ACCOMMODATE NEW PIER TYP. T/ EXIST STOREFRONT A +9' -0" (VIF) T/ EXIST FLR SLAB Adik 0' -0" IV SOUTH ELEVATION - DEMOLITION SCALE: 1/4'1= 11 -0'1 T/ EXIST PARAPET MSRY +18 -0" (VIF) T/ EXIST PARAPET MSRY +16 -8" (VIF) r I REMOVE PORTION OF EXISTING PARAPET AS REQUIRED TO ACCOMODATE NEW BEAM x - "sex -r x- - s,•_.. .•XXXXX XXXX 1''' ; GG/ , REMOVE AND RELOCATE EXISTING SIGNAGE 1 REMOVE PORTION OF EXISTING PARAPET A uX 7t�7.�� {uuuuu 'X X XXX rr~ /y ��141��=- �3"1iI � - I i)q +o l�� „-1111/% m/ 11 IA ID w II mIr- lmmr- -- 71nmr,im 1111 11111111 1111 IRIIIIII 01111111 111 111 11111111 111ulum1111 11111111 011 1111 111111111 IIIIIIIIIIIIIIIIIII 111111111 111 1111 111111111 111111111111111110 111111111 111 1111 111111111 IIIIIIIIIIIIIIIIII 111111111 111 1110 111111111 IIIIII1111111111p 111111111 111 1111 NM IIIIIIIIIIIIIIIIIII 111111111 III IIII 111111111 IIIIIIIIIIIIIIIIIII 111111111 111 HI11-- 010101111-- p0I0U0u11041-- IHIHH --f fH Ila 1111111 1 Illlllllllllllllll, 111111111 I111 1(1 III I1i1l 1 Ir 1 1 . ( - - - 1 1)\1 11\1 I-' LSW iIrJ `rJL_ REMOVE EXISTING COPING TO EXTENT INDICATED Ill -- 111 0 1 REMOVE EXISTING SIGNAGE SAVE ELECTRICAL FOR RE -USE PATCH WALL AS REQUIRED 'r- �- 111 111 /-1 r/C7 III (L�IL� � 1111 III +2'-6” rI I I LJ Tlm111011- 111111 - -- - Im ITT Ir- ullllml1f 1 1111111 111111111 IIIII111117II"I 011111111 11111111 IIIIIIIIIII I1111111 I 11111111111 I IIIIIIIII 111/11111 11111111111 111111111 IIIlillllllilllll 111111111 111111111111 Imourn 111111111 11111111111111111 111111111 IIIIIIIIIIII Imuffin 11111111 111111111111111111 111111111 IIIIIIIIIIII IIIIIIIIIII IMU IIIIIIIIIIIIIIIIII 111111111 IIIIIIIIIIII INM 111111111 IIIIIIIIIIIIIIIIII 111111111 IIIIIIIIIIII IIIIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIII 111111111 IIIIIIIIIIII f11HH HNl- 41 11-11+11- - II111111N11p- -1141+H El- - 011111011-I BIM_ J11 1111111_ JIIIWWIIIIIIIL _I111llLL _111110111 J r 177 bgeis 100d L�,'�7777TT r , L �� /777777TTTTTI^T r�� V /,777T/ - T �� jv/7. /777TTTTTT77 //i /7777 7TTTTTT% Y///777/ 7 7;7/ / r/ / 777y7/7/7/ YYrr / rr/r // LLLLL/m111111 L LLL/JmJ 111LLL REMOVE EXISTING BRICK CORBELLING AS REQUIRED REMOVE EXIST SOLDIER COURSE AS REQUIRED REMOVE EXISTING LIGHT FIXTURES SAVE ELECTRICAL FOR RE -USE. PATCH WALL AS REQUIRED TO MATCH EXIST ADJACENT ff__ IIIm11111111 1� E� 6 1141111 II 'A rr\-• rjr r mlmluir -rim ur = _ lr -Im mr - umnunir i 111111111111 11011111 IIIIII firroo 11101111 011101101 IIIIIIIIIIIIIIII 111111111 11111111 I I 11101111 1111111111 IIIIIIIIIIII IIIIIIIII 111111111111111111 111111111 IIIIIIIIIIII IIIIIIIIIIII 111111111 IIIIIIIIIIIIIIIIII 111111111 11111111110 111111111111 111111111 IIIIIIIIIIIIIIIIII 11110111 IIIIIIIIIIII IIIIIIIIIIII 111111111 111111111111111111 I 1111111 IIIIIIIIIIII r 1 111111111111 111111111 IIIIIIIIIIIIIIIIII 111111111 11011111111 1 1 IIIIIIIIIIII 111111111 IIIIIIIIIIIIIIIIII LJ I- 1HIHHHm- 11H11+H -- 111111 I111111-- IHIf4If- -1141 0 -0 Lluuwllw_JII1111111_ JIM „ Rill IL_I11uutL _maul 1 777TTTTT /7/77/ - -7 .7777Yrr-rrrrr LL/JJ1JJ11112 s r Timor- 1ITT1 -1011 MIT - 111TIm11lf 1 �II0111 11111111111 111111/11 I 111/11111 111111111111 11111111111 11111101 Illum111111 I 111111111 111111111111 11111111111 11111111I IIIIIIIIIIIIIIIII 111111111 111111111111 11111111111 111111111 IIIIIIIIIIIIIIIII 111111111 111111111111 11111111111 111111111 IIIIIIIIIIIIIIIII 111111111 111111111111 11111111111 11111111I IIIIIIIIIIIIIIIII 111111111 111111111111 r, mono 111111111 IIIIIIIIIIIIIIIII 11111111l IIIIIIIIIIII I 1 IIIIIIIIIII 111111111 IIIIIIIIIIIIIIIII 111111111 111111111111 LJ F414HH01-- H411f11-- 0111111111111- - 1H111-1 FF- H11111116 i L I111II01ID_ 111111111_ JJIIWWIIIWIIL _I111111LL _11111011 J it ' j 1 F4 Bap r-1 1 I LJ REVIEWED FOR CODE COMPLIANCE APPROVED Nov 282011 Ci ty of Tukwila ila BUILDING DIVISION Is Io 17\ o'N REMOVE EXISTING VENEER AS REQUIRED TO ACCOMMODATE NEW PIER TYP. REMOVE EXISTING AWNINGS TYP PATCH WALL AS REQUIRED T/ EXIST PARAPET MSRY +18 -0" (VIF) Aloki T/ EXIST PARAPET MSRY +1 6-8" (VIF) Abik T/ EXIST STOREFRONT +7' -4" (VIF) T/ EXIST FLR SLAB o' -o" EAST ELEVATION - DEMOLITION SCALE: 1/411 =1' -0" r-1 1 I LJ 9//99/.9/9/9999 /99/ 11mlllmIEllmflTr Immtr-lmlmllrl tilffilClii mono IIIIIIIII I Itllllll 10111111111 1111111111 IIIIIIIII 1111111111 IIIIIIIII 1111111111 111111111 1111111111 111111111 1111111111 111111111 1111111111 IIIIIIIII 1111111111 111111111 111111111111111 IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII 11111111111 IIIIIIIIIIIIIII IIIIIIIIIIIIIII F IHIHHHHO-- HHII1H- -11111 llll1ww0_ 1111111_ JJillll 01111111 11111111011 01111111 IIIIIIIIIIII 01111111 IIIIIIIIIIII 111111111 IIIIIIIIIIII 111111111 IIIIIIIIIIII 11111111 IIIIIIIIIIII 11111111 IIIIIIIIIIII tu14F -1+11+11H- - 1001HHHH -1 1111111L _011I1lltL _1111111 REMOVE EXISTING AWNINGS TYP PATCH WALL AS REQUIRED -111111- -- - Immlr- 11111111/1 111111111 111111111 111111111 111111111 11111101 111111111 111111111 10111111 I�11El 11111111111111111 1111111111111114 IIIIIIIIIIIIIIIII H EM IIIIIIIIIIII M E MU' IIIIIIIIIIIIIIIII FIHi4HIIHO-- HHfHH- 1 111111l1H4F- 14+1+HIF- 11HIfHHH1 -I L, MUM_ J111111111_ 1111u1H1111H1IL _IlllIBLL _muff J / //H//// ///0_/////////// /H/////// 1 1 LJ I II REMOVE EXISTING 'GOOSENECK-TYPE' LIGHT FIXTURES, TYPICAL. SAVE ELECTRICAL FOR RE -USE. PATCH WALL AS REQUIRED TO MATCH EXIST ADJACENT EXI ED JUL 2 5 2012 EXISTING LIGHT FIXTURES AT REAR ELEVATION TO REMAIN - -llm111fm111 - 115-mil r 11111111 111111111 IIIIIIIIIIIIIIIIII 111111111 1 1111111 1 111111111111111111 111111111 011111111 111111111111111111 011111111 1111111111 11111111111111110 111111111 111111111 111111111111111111 011111111 011111111 111111111111111111 111111111 011111111 IIIIIIIIII 11111111111111111i F 1HI4HIHf0- -IIIfHHH- i11111111111p- -mmw - IHIIHHHH H L 1111WWII_ 1l OW_ 1111111 EMIL _MULL _11110111 J J r-1 1 I LJ ECEIVEL CITY OF TUKWILA NOV 1 F 2011 PERMIT CENTER REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. THEY WERE PREPARED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE W REGISTERED ARCHITECT SEAN M NEUERT STATE OF ASHIN c . N J W D 0 cc w 0 wF-- cin x w Lu w m w J 17790 SOUTHCENTER PKWY REV ISSUED FOR DATE APERMIT RESUBMITTAL 09.22.11 APERMIT REVISION #1 11.07.11 0 A A PROJ. No 11 -026 11.07.2011 DRAWN CHECKED DO NOT SCALE DRAWINGS FROM EXTERIOR TO INTERIOR TYP AT (2) SIDES FACING ROOF - FINISH MATERIAL (STONE OR SIDING AS INDICATED) - WEATHER BARRIER - 5/8" EXTERIOR SHEATHING - 3 -1/2" LT GA FRAMING AT 16" OC CONT LT GA LEDGER 9' -11 FACE OF SHEATHING PATCH ROOFING AS REQUIRED. MATCH EXISTING ROOFING SYSTEM AND COMPONENTS. PROVIDE FLASHING /CRICKETS SLOPE TO DRAIN (c) REPLACE /PROVIDE PARAPET COPING AS REQUIRED TO MATCH EXISTING, PROVIDE CONT TREATED 2X WD NAILER UNDER COPING. PATCH PARAPET CONSTRUCTION AS REQUIRED. REFER TO ELEVATIONS. VERIFY EXTENT IN FIELD. RETURN VENEER HATCHED AREA (AT BEAM) GC TO PROVIDE LT GA FRAMING AT _ 16 OC MAX WITH 5/8" FRT PLYWD c7>; SHEATHING. WRAP ALL SIDES WITH ROOFING MEMBRANE (MATCH ° EXISTING) SEAL WEATHERTIGHT. PROVIDE FRT BLOCKING, FLASHING & SEALANT AS REQUIRED LINE OF BEAM CONT LT GA LEDGER BACKSIDE OF ROOF PARAPET Lu LI- 0 LLJ LI- Q w 2'_0"Wx21_0"H LOUVERED ACCESS PANEL LINED (NIC) ROOF ABOVE FROM EXTERIOR TO INTERIOR - STONE VENEER - WEATHER BARRIER 3" - 5/8" EXTERIOR SHEATHING - 6" LT GA FRAMING LINE OF BRICK CORBELLING LINE OF VENEER FACE OF EXTERIOR WALL PARTIAL ROOF PLAN SCALE: 1/2 " =1' -0" N IED KEY PLAN SCALE: 1"=20' J PIER TYP RETURN VENEER ABOVE ADJACENT PARAPET AS OCCURS. FLASH AS REQUIRED �A1 J ROOF REBUILD PARAPET AS REQUIRED TO ACCOMODATE NEW LT GA BEAM MATCH EXISTING CONSTRUCTION TYP 91.511 VIF PIER W/ BRICK VENEER (NP OF 4) 4� LINE OF CANOPY ABOVE (NIC) TYP OF 2 + 27' -4" 6" 2'40" (A) 1 I EXISTING ENTRY VESTIBULE ) i -r EXIST (3) WINDOWS / VF VIF 6" LINE OF EXIST SOFFIT ABOVE 5' -10" VIF 0 CV 1'-3" EXIST (3) WINDOWS VIF DJ BRED JUL 2 5- 2012 COLUMN SEE STRUCTURAL DWGS TYP JAMB SEE DTL 5/A LL- 0 CO 8' -6" VIF REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 8 2011 City of Tukwila BUILDING DIVISION FROM EXTERIOR TO INTERIOR - STONE VENEER - WEATHER BARRIER - 5/8" EXTERIOR SHEATHING - 6 "LT GA FRAMING REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. 0 a. w w w w RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THE 1- 0 m‘,11SION NO. .„ PATCH /RESTORE ANY AND ALL EXISTING ELEMENTS REMOVED OR DISTURBED SURROUNDING OR ADJACENT TO NEW WORK AS REQUIRED TYP PARTIAL FLOOR PLAN SCALE: 1/2 " =1' -0" CITY OF TUKWILA Nnv 152011 PERMIT CENTER .m z CC u W Ln 00 co 0 1� REGISTERED ARCHITECT SEAN NEUERT STATE O AS IN J W D 0 w ac ac 0 cc co w x w Lu w w J 17790 SOUTHCENTER PKWY CO 000 00 <C- .1 REV ISSUED FOR DATE O PERMIT RESUBMITTAL 09.22.11 Q PERMIT REVISION #1 11.07.11 A A A A PROJ. No 11 -026 11.07.2011 DRAWN CHECKED DO NOT SCALE DRAWINGS WEST ELEVATION SCALE: 1/411 =1' -0" PAINT EXISTING COPING - TYPICAL WALL SCONCE Lc- SEE NOTE #3 NEW AWNINGS TYPICAL (NIC) EXTEND PARAPET TO TIE -IN / MATCH EXISTING ADJACENT CONSTRUCTION (SHADED AREA APPROX.) VIF REPLACE BRICK VENEER AS REQUIRED TO MATCH EXISTING ADJACENT a SIGNAGE BY OTHERS (NIC) RELOCATED SIGNAGE CONNECT TO EXIST ELEC REPLACE COPING PROVIDE NEW AS OCCURS 000:71,1W $S,AMOMMYZAMMWMWMUZZAWM,WWWW:::"&9■ O MA 1111... 11111111111111111111111111111111 ■'1 -- - ---. 1111•111 i'■ ______ -- ..I I I •-- • ----- ■1111 1 �∎- M- ---- --- -. -- . - -. . ••• - -- -_ ' . ••. - -- ---- 10•1■-. - -- ---- MO - - -. - - -■- --- _-_-- �-- ---- - ----- ---- - ---- --■- irdal p ees ghborhood Grill I 11111111111M 1111111111 Bar PAINT EXISTING DOORS AND FRAMES TYP NEW PIER W/ BRICK VENEER WALL SCONCE TYP CONNECT TO EXISTING ELECTRICAL --- I�11 ■II■ 111111111111111111111111 '��(d��..°fd� --- - - -- --- - - - - -- s.m� r , moo 1�1 --- . - -.�s� - -- —_ —r ar�-. o - s ar�-�.� —_- --- 1n1iwL'.�� =MO1SL'._ i ■_: r =: MIMIMM ._ —. ._ —. e.�a , s�� - ■�_. ��.� o� ono - -- - - -ate r .. r ®P.� .' �� ®P,_ =■■ �_ . - -- - -- sr -�DS�.�� sr e _ _. 1111... - -- - .�■ �._.... , �.■�� _ t . �' ' ! ®moo �— • B� �� o .. s gawa - -_- - - --� �� I�iiB - - -_ - -- r �/fliAO �� _� • - �!s 31;1: �a -8= _tea Q+ '.........., �r 1 - . —: L-• •11•11=111111111 . _i ��ai'i -Q__I_ - - -- - - - -- NEW PIER W/ BRICK FLASH /SEAL AT SILL VENEER AS REQUIRED - NEW 'TOWER' ON EXISTING ROOF T/ PARAPET MSRY Angli +19' -4" (VIF) T/ PARAPET MSRY +18' -0" (VIF) STONE VENEER CANOPY BY OTHERS (NIC) NEW PIER W/ BRICK PAINT EXISTING DOORS VENEER AND FRAMES TYP • • T/ TOWER +23-8" REPLACE PORTION OF PARAPET AS REQUIRED UPON INSTALLATION OF NEW LT GA BEAM, MATCH EXISTING ADJACENT CONSTRUCTION T/ PARAPET MSRY +18-0" (VIF) T/ EXIST PARAPET MSRY +16 -8" (VIF) B/ ENTRY CANOPY +8' -8" tl NEW 'TOWER' ON EXISTING ROOF SIGNAGE BY OTHERS (NIC) ®�oe �v/ %o =41. s�� , API 0 WM+.Mv ++.o 1MP!6'/ii ,,1s.q !sWrl .rte_ ,w,1i '= vein .Q. 1111111111111111 ',nog : :!.d' , n / :e c m— ��■ uuu■■u■ ■.o■ Fla . �_�.111m Inn iuoi t�r�i7�ri:a�� {S7O"�rii == =•1111111111111111- -,0°�- W—�,'IM M NM - -_■ . .ena 1, :ff f,1..oMISE.orffillia Y; M. -w� s =" a � a. -.� a. -� 1111_ I a.■A ._ _ �fd��_a /o -- �..rm�.�.�•�� ±err wet.00w 4 3 6III W _ ss�ae _ ,o�, irim fii Ns Rem No 1111111111 - - -■ - - -- - - -■ - - -- —�.___ T/ EXIST FLR SLAB 0' -0" NEW PIER W/ BRICK SOUTH ELEVATION VENEER SCALE: 1/4'1 =11 -011 - - -- •_■■ ___. --■ - - -- ____ --- - -- ---■-- ------ ---• -- • - - --- - - -• -_ - ■- - - -- ---•-- --_---- REPLACE BRICK VENEER AS REQUIRED TO MATCH EXISTING ADJACENT ...■ •••■••. 111111111.111111 NEW AWNINGS TYPICAL (NIC) RELOCATED SIGNAGE CONNECT TO EXIST ELEC REPLACE BRICK VENEER AS REQUIRED TO MATCH EXISTING ADJACENT 111111111 1111111111111111111111111111111 -- 111111111111111111 - - -• - - -- -- -- ---• -- ---- -- - - -• -- ------ ---•-- - - - -.wZ.7. —_ —• -- - - - - -- vsalliMI - rifin :Tan Am:v. r e gmtisiic9�, i7.Uel =Elam. wri EMMY, MIRInit2 ; TOOTH -IN NEW BRICK VENEER MATCH EXISTING ADJACENT i2, PAINT EXISTING DOORS AND FRAMES TYP CANOPY BY OTHERS (NIC) STONE VENEER 'WELCOME BACK SIGNAGE BY OTHERS (NIC) EXTEND PARAPET TO TIE -IN /MATCH EXISTING ADJACENT CONSTRUCTION (SHADED AREA APPROX.) VIF REPLACE COPING PROVIDE NEW AS OCCURS x . ,1111. , :.:...:.:.,..:., . �,r..:,,,, .r:,;,, ::,, ,.,: 111111 Ill 11111111 1111111 REVIEWED FOR CODE COMPLIANCE APPROVED PAINT TYPICAL ISTIN COPING f \1 2 8 2011 IJeighborho�d1 R lse�lgiblii/oi llu•{ 2 ©t t 0 :010 aiao�.cyiiasoyoi WALL SCONCE TYP CONNECT TO EXISTING ELECTRICAL BaAP ItY ID . ■•-• - -1- NEW PIER W/ BRICK VENEER 1 . City of Tukwila tI a BUILDING DIVISION FLASHING TYP ABUT FINISH TO BACKSIDE OF VENEER W/ CONT SEALANT NORTH ELEVATION SCALE: 1/4"=1'-0" 'TOWER' ELEMENT (BEYOND) ACCESS PANEL - 11.11■■.■■ 111111111►.' ■111111I T/ TOWER di +23-8" FLASHING TYP PARAPET STEP AND WHERE ABUTTING WALL T/ PARAPET MSRY +19' -4" (VIF) T/ EXIST PARAPET MSRY +16' -8" (VIF) JUL '2 5''. 2012 T/ EXIST FLR SLAB 0' -0'• TOWER' ELEMENT (BEYOND) FLASHING TYP PARAPET STEP AND WHERE ABUTTING WALL T/ PARAPET MSRY +18 -0" (VIF) T/ EXIST PARAPET MSRY +16 -8" (VIF) CANOPY (BEYOND) T/ EXIST FLR SLAB . ENE ..■.�=1,�i.°o` -,/ir°..- v. Iii - w 1� - inammais<9■IMeni•ill9.� � /a u■u000 I�ril.0�r�iI�r1i+i• 11umum =- _ .r r _11:11..: - r........:..: 15ir NEW AWNINGS TYPICAL (NIC) 1 AA III 1 MENNE �� AA • • �� . -. MEM EAST ELEVATION SCALE: 1/411= 11 -01" DI NEW PIER W/ BRICK VENEER WALL SCONCE TYP CONNECT TO EXISTING ELECTRICAL 1 r PAINT EXISTING COPING TYPICAL ..ffeie.i 4 WALL SCONCE FrSEE NOTE #3 COLOR SCHEDULE 1. ALL EXISTING METALS (INCL COPING, GUTTERS, ETC) TO BE PAINTED 'URBANE BRONZE' SHERWIN WILLIAMS SW7048 2. FRONT ENTRY AND SIDE DOORS TO BE PAINTED 'URBANE BRONZE' SHERWIN WILLIAMS SW7048 3. STONE VENEER - STONECRAFT INDUSTRIES 'HILL COUNTRY' NOTES 1. COORDINATE CIRCUITING FOR SIGNAGE WITH OWNER TYP 2. RE -USE EXISTING EXTERIOR LIGHTING CIRCUITS AS REQUIRED 3. TYPICAL FOR REAR -OF- STORE: REPLACE (1- FOR -1) EXISTING 'GOOSENECK -TYPE' FIXTURES W/ WALL SCONCE. 4. PROVIDE CONTINUOUS SEALANT WHERE EXTERIOR VENEER ABUT CORNERS, ENDS AND /OR DISSIMILAR MATERIALS TYP GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS. WHERE PARAPETS ARE BEING REWORKED TO MATCH EXISTING ADJACENT CONSTRUCTION - MATCH /PROVIDE FRAMING, SHEATHING, VENEERS, COPINGS AND PATCHING OF ROOF SYSTEM. PROVIDE ALL ATTACHMENTS AND TYPICAL ACCESSORIES. EVISION N0. 1 RECEIVED CITY OF TUKWILA NOV 15 "2011 PERMIT CENTER REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. Q W w w a m 1.f1 1.0 OD OD 10154 REGISTERED FRED ARCHITECT SEAN M NEUERT STATE OF ASHINO J W O 0 w CC CC O w X W i 11.J W CO W J 17790 SOUTHCENTER PKWY REV ISSUED FOR DATE APERMIT RESUBMITTAL 09.22.11 QPERMIT REVISION #1 11.07.11 0 A 0 0 PROJ. No 11 -026 11 .07.2011 DRAWN CHECKED DO NOT SCALE DRAWINGS \ / ENE ..■.�=1,�i.°o` -,/ir°..- v. Iii - w 1� - inammais<9■IMeni•ill9.� � /a u■u000 I�ril.0�r�iI�r1i+i• 11umum =- _ .r r _11:11..: - r........:..: 15ir NEW AWNINGS TYPICAL (NIC) 1 AA III 1 MENNE �� AA • • �� . -. MEM EAST ELEVATION SCALE: 1/411= 11 -01" DI NEW PIER W/ BRICK VENEER WALL SCONCE TYP CONNECT TO EXISTING ELECTRICAL 1 r PAINT EXISTING COPING TYPICAL ..ffeie.i 4 WALL SCONCE FrSEE NOTE #3 COLOR SCHEDULE 1. ALL EXISTING METALS (INCL COPING, GUTTERS, ETC) TO BE PAINTED 'URBANE BRONZE' SHERWIN WILLIAMS SW7048 2. FRONT ENTRY AND SIDE DOORS TO BE PAINTED 'URBANE BRONZE' SHERWIN WILLIAMS SW7048 3. STONE VENEER - STONECRAFT INDUSTRIES 'HILL COUNTRY' NOTES 1. COORDINATE CIRCUITING FOR SIGNAGE WITH OWNER TYP 2. RE -USE EXISTING EXTERIOR LIGHTING CIRCUITS AS REQUIRED 3. TYPICAL FOR REAR -OF- STORE: REPLACE (1- FOR -1) EXISTING 'GOOSENECK -TYPE' FIXTURES W/ WALL SCONCE. 4. PROVIDE CONTINUOUS SEALANT WHERE EXTERIOR VENEER ABUT CORNERS, ENDS AND /OR DISSIMILAR MATERIALS TYP GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS. WHERE PARAPETS ARE BEING REWORKED TO MATCH EXISTING ADJACENT CONSTRUCTION - MATCH /PROVIDE FRAMING, SHEATHING, VENEERS, COPINGS AND PATCHING OF ROOF SYSTEM. PROVIDE ALL ATTACHMENTS AND TYPICAL ACCESSORIES. EVISION N0. 1 RECEIVED CITY OF TUKWILA NOV 15 "2011 PERMIT CENTER REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. Q W w w a m 1.f1 1.0 OD OD 10154 REGISTERED FRED ARCHITECT SEAN M NEUERT STATE OF ASHINO J W O 0 w CC CC O w X W i 11.J W CO W J 17790 SOUTHCENTER PKWY REV ISSUED FOR DATE APERMIT RESUBMITTAL 09.22.11 QPERMIT REVISION #1 11.07.11 0 A 0 0 PROJ. No 11 -026 11 .07.2011 DRAWN CHECKED DO NOT SCALE DRAWINGS \ \ CC LJ- w O 0 a_ TOP OF EXISTING MASONRY NEW TOWER CAP (BY OWNER) STANDING SEAM ROOF, FASCIA, SOFFIT AND TUBE FRAME BY OWNER. OWNER'S VENDOR RESPONSIBLE FOR DETAILING & STRUCTURAL SUPPORT, ATTACHMENTS AND REINFORCING REQUIRED (NIC) \ \ T/ FRAMING 17/7//// )( / / /// 'HARDIBOARD' TRIM/TERMINATION. PROVIDE FLASHING, COORDINATE WITH TOWER CAP SUPPLIER TYP ALL SIDES OF TOWER ICE & WATER SHIELD ENTIRE TOWER ROOF, OVER 5/8" FRT PLYWD ROOF SHEATHING / /2/ /% / /% / /7/ // / / / /977% //% / / / /T // / /_/ZZY4 LT GA FRAMING FLASH AND SEAL TOP OF PARAPET PARAPET AS REQUIRED PSL BEAM SEE STRUCTURAL DRAWINGS TYP AT TOWER ONLY: REMOVE EXISTING COPING AND ASSOCIATED NAILER REMOVE EXISTING BRICK CORBELLING AND REPLACE WITH BRICK SOLDIER COURSE VENEER APPLIED OVER SHEATHING STONECRAFT 'HERITAGE - HILL COUNTRY' INSTALL PER MFR SPECIFICATIONS WEATHER BARRIER OVER EXTERIOR SHEATHING 6" LT GA FRAMING OVER EXISTING BRICK NEW ENTRY CANOPY BY OWNER. OWNER'S VENDOR RESPONSIBLE FOR ALL DETAILING & STRUCTURAL SUPPORT, ATTACHMENTS AND REINFORCING REQUIRED (NIC) II L PROVIDE SMOOTH FACE VENEER AT CANOPY LOCATIONS. CONFIRM ATTACHMENT AND BLOCKING REQ'MTS W/ SUPPLIER SECTION SCALE: 3/4 " =1' -0" L a F, • 2'- 8 "x2' -0" LOUVERED ACCESS PANEL WITH INSECT SCREEN CONT LT GA BEAM SEE STRUCTURAL DRAWINGS 1 1 /2 "'HARDIPANEL' STONE VENEER ANCHOR TO EXIST ROOF DECK SEAL PENETRATIONS TYP NOTES: GENERAL CONTRACTOR TO VERIFY & COORDINATE ALL HEIGHTS WITH OWNER PRIOR TO CONSTRUCTION In UNLESS NOTED OTHERWISE: EXTERIOR SHEATHING - 5/8" GP DENS - GLASS, OR APPROVED EQUAL WEATHER BARRIER - TYVEK COMMERCIAL, OR APPROVED EQUAL U • :t WEATHER BARRIER OVER EXTERIOR SHEATHING 3 -1/2" LT GA FRAMING FLASHING W /SS DRIP EDGE HEAD & SILL, SEAL ALL SIDES ROOFING OVER 5/8" FRT PLYWD SHEATHING OVER BEAM / LT GA FRAMING, LAP MEMBRANE BEHIND SIDING FLASH AS REQUIRED MATCH EXISTING ROOFING SYSTEM, LAP OVER EXISTING AND SEAL ALL SEAMS (-<\)'<\ 2'- 8 "x2' -0" LOUVERED ACCESS PANEL WITH INSECT SCREEN (BEHIND) CONT LT GA BEAM SEE STRUCTURAL DRAWINGS ICE & WATER SHIELD ENTIRE TOWER ROOF, OVER 5/8" FRT PLYWD ROOF SHEATHING O / \ �` / \ ij /\ \�� / 12 / \ �, / L_ LT GA FRAMING FLASH AND SEAL TOP OF PARAPET PARAPET AS REQUIRED PSL BEAM SEE STRUCTURAL DRAWINGS f f { 4 s- jy{ 7f s FT f �/x� f /\ ANC\HQR TO EXIST / ROOF D'EcK SEAL PENETRATIONS TYP REVIEWED CODE COMPLIANCE APPROVED Npy 2 8 2011 City of Tukwila DIVISION BUILDING • '! a .. , G. SECTION SCALE: 3/4"=11-0" 4 • 4 4 r F...... -7 -- 6.1 4 'HARDIBOARD' TRIM/TERMINATION. PROVIDE FLASHING, COORDINATE WITH TOWER CAP SUPPLIER TYP ALL SIDES OF TOWER TYP AT TOWER ONLY: REMOVE EXISTING COPING AND ASSOCIATED NAILER REMOVE EXISTING BRICK CORBELLING AND REPLACE WITH BRICK SOLDIER COURSE VENEER APPLIED OVER SHEATHING STONECRAFT 'HERITAGE - HILL COUNTRY' INSTALL PER MFR SPECIFICATIONS WEATHER BARRIER OVER EXTERIOR SHEATHING 6" LT GA FRAMING OVER EXISTING BRICK NEW ENTRY CANOPY BY OWNER. OWNER'S VENDOR RESPONSIBLE FOR ALL DETAILING & STRUCTURAL SUPPORT, ATTACHMENTS AND REINFORCING REQUIRED (NIC) PROVIDE SMOOTH FACE VENEER AT CANOPY LOCATIONS. CONFIRM ATTACHMENT AND BLOCKING REQ'MTS W/ SUPPLIER OPP ED JUL `2 5 2012 vi z 0 1- 0 0 0 0 I-l.I NG THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED 1- 0 1- w a✓ p 40. 01 0 w 1— f4 4 4 4 REVISION NO, RECEIVkU CITY OF TUKWILA NOV 15 "2011 PERMIT CENTER 0 TECT RESERVES COPYRIGHT 0 t/) w w REGISTERED ARCHITECT SEAN M NEUERT TATE •1' WASHIN TON J W D 0 w O cc w x w Lu w m w J 17790 SOUTHCENTER PKWY 00 0o r 00 0) REV ISSUED FOR DATE 0 PERMIT RESUBMITTAL 09.22.11 QPERMIT REVISION #1 11.07.11 0 A A A PROJ. No 11 -026 11.07.2011 DRAWN CHECKED DO NOT SCALE DRAWINGS MTL CAP W/ CONCEALED CLEATS (PAINTED) SLOPE DOWN ALL SIDES TREATED PLYWD NAILER T/ PIER AIRES, SEE ELEVATIONS DRIP EDGE (2) CORBELLED ROWLOCK COURSES ABOVE SOLDIER COURSE dik T/ EXIST PARAPET VARIES, SEE ELEVATIONS VERIFY IN FIELD REMOVE EXIST CORBELLING AT PIER LOCATIONS TYP REPLACE BRICK AS REQUIRED SECTION THRU TOP OF PIER 4 DETAIL SCALE: 3/4 " =1' -0" LT GA FARMING SECURE TO PIER FRAMING TYP EXTEND FRAMING AS REQUIRED, MATCH EXIST SIZE AND SPACING MATCH EXISTING ROOFING LAP OVER EXISTING AND UNDER PIER CAP, SEAL ALL SEAMS THRU -FLASH BEHIND VENEER WHERE MEETS T/ PARAPET TYP TREATED BLOCKING AS REQUIRED LINTEL SEE STRUCT DWGS STONE VENEER, PER MFR SPECIFICATION TYPICAL PROVIDE ALL ACCESSORIES FOR COMPLETE AND PROPER INSTALLATION MFR TERMINATION TRIM /FLASH BREAK METAL (PAINTED) W/ HEMMED EDGES AND CONT SEALANT ALL SIDES EXISTING FLASHING TO REMAIN (VIF) ALLOW FOR DRAINAGE DETAIL SCALE: 3/4 " =1' -0" HEAD EXISTING DOOR/WINDOW FRAME TO REMAIN EXISTING DOOR/WINDOW FRAME TO REMAIN SEALANT BREAK METAL (PAINTED) W/ HEMMED EDGES AND CONT SEALANT ALL SIDES DOUBLE STUDS AT ENDS AND OPENINGS TYP STONE VENEER, PER MFR SPECIFICATION TYPICAL PROVIDE ALL ACCESSORIES FOR COMPLETE AND PROPER INSTALLATION (NOT USED) REVIEWED FOR CODE COMPLIANCE APPROVED Nov 2 8 2011 City of Tukwila BUILDING DIVISION 'MORTAR NET' 12" MIN AT BASE OF CAVITY FLASHING W/ SS DRIP EDGE WEEPS 24" OC MAX COMPRESSIBLE FILLER TYP REPLACE /RESTORE WALK TYP MATCH EXIST ADJACENT 4" MIN CONC OVER COMPACTED GRANULAR BASE Qa RESTORE SUBSTRATE AS REQUIRED TYP SEE STRUCTURAL DWGS SECTION THRU BASE OF PIER DETAIL SCALE: 3/4 " =1' -0" a SEALANT COMPRESSIBLE FILLER CONT BACKER ROD & SEALANT JOINT LIGHT GAGE COLUMN SEE STRUCTURAL DWGS 3 -1/2" MTL FRAMING SECURE TO COLUMN • 4, r1-"5 3 or Al A 5/8" EXTERIOR SHEATHING WEATHER BARRIER AIR SPACE, 1" MIN FACE BRICK, MATCH EXIST TIES AT 24" OC HORIZ AND 16" OC VERT MAX DETAIL SCALE: 3/4 " =1' -0" 5/8" TYP PIER PLAN CONT BACKER ROD & SEALANT JOINT COMPRESSIBLE FILLER SEALANT MTL FRAMING 16" OC MTL TRIM ANGLE, PAINTED (ABOVE AT SOFFIT) rr rA LINE OF EXISTING SOFFIT ABOVE LIGHT GAGE COLUMN SEE STRUCTURAL DWGS 3 -1/2" MTL FRAMING SECURE TO COLUMN 5/8" EXTERIOR SHEATHING WEATHER BARRIER AIR SPACE, 1" MIN FACE BRICK, MATCH EXIST TIES AT 24" OC HORIZ AND 16" OC VERT MAX DETAIL SCALE: 3/4 " =1' -0" r re 11011111 Al?" All' AI A 1' -11 5/8" tA 01 REMOVE EXISTING VENEER AS REQUIRED, TOOTH -IN NEW FACE BRICK * NOTE ALIGN PIER BRICK RETURN W/ BACKSIDE OF ROOF PARAPET AS REQUIRED VERIFY DIMENSIONS ilW $1, C It 'JUL'25 2012 (ABOVE SOFFIT) REMOVE EXISTING VENEER, PROVIDE FUR -OUT AND SHEATHING PRIOR TO INSTALL OF \ NEW FACE BRICK PIER PLAN REVISION NO REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. 1 OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. RECEIVED CITY OF TUKWILA NOV 152011 PERMIT CENTER 0 0 w w w 1- 0 w 1- 0 W W — Q w `w a m CO CO 0 10154 REGISTERED ARCHITECT SEAN M NEUERTJ STATE o' F WASHI J W D 0 CC w 0 CC w x w iu w CO w J 17790 SOUTHCENTER PKWY 00 00 01 J REV ISSUED FOR DATE 0 PERMIT RESUBMITTAL 09.22.11 APERMIT REVISION #1 11.07.11 A A A A PROJ. No 11 -026 11.07.2011 DRAWN CHECKED DO NOT SCALE DRAWINGS DESIGN CRITERIA 1. BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE 2. DESIGN LIVE LOADS: DINING ROOMS AND RESTAURANTS 3. WIND LOADS: WALLS (VERTICAL PROJECTED AREA) ROOF (HORIZONTAL PROJECTED AREA) 4. SNOW LOADS: FLAT ROOFS DRIFTING SNOW LOADS EXISTING STRUCTURAL MEMBERS EXCAVATION & FOUNDATION 1. USE APPROVED METHODS TO EFFECTIVELY MAINTAIN THE CONSTRUCTION AREA IN A DEWATERED STATE. 100 PSF 2. ALL EXCAVATIONS ARE TO BE CARRIED OUT IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL GOVERNING GUIDELINES. 13 PSF -8 PSF 14 PSF PER ANSI /ASCE 7 -98 SIZE AND CONFIGURATION OF INDICATED EXISTING STRUCTURAL MEMBERS BASED ON ORIGINAL STRUCTURAL DRAWINGS PREPARED BY ARIA GROUP ARCHITECTS, INC., DATED DECEMBER 19, 1994. GENERAL REQUIREMENTS 1. DRAWINGS ARE NOT TO BE SCALED IN THE FIELD. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWN DIMENSIONS. VERIFY ALL DISCREPANCIES, ERRORS OR OMISSIONS WITH ARCHITECT BEFORE PROCEEDING WITH WORK. 2. VERIFY SITE SURVEY AND DIMENSIONS WITH ACTUAL CONDITIONS IN FIELD. VERIFY ANY DISCREPANCIES, CONFLICTING CONDITIONS OR DIMENSIONS WITH ARCHITECT. 3. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE FAMILIAR WITH ALL DRAWINGS FOR THE PROJECT. 4. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL PLANS AND SPECIFICATIONS, VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTIFYING ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 5. SUBMIT SHOP DRAWINGS PREPARED BY CONTRACTORS, SUPPLIERS, ETC. FOR REVIEW BY STRUCTURAL ENGINEER FOR CONFORMANCE WITH DESIGN INTENT. DO NOT START WORK WITHOUT SUCH REVIEW. GENERAL CONTRACTOR MUST REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO STRUCTURAL ENGINEER. STRUCTURAL ENGINEER WILL RETURN ONE PAPER AND ONE REPRODUCIBLE COPY AFTER REVIEW. 6. GENERAL CONTRACTOR MUST CHECK WITH ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND OTHER DISCIPLINES FOR THE SIZE AND LOCATION OF OPENINGS, SLEEVES, CHASES, CONDUITS, DEPRESSED AREAS, FLOOR FINISH FILLS, ANCHORS, HANGERS, CURBS, EQUIPMENT SUPPORTS, INSERTS, CONCRETE PADS AND OTHER MISCELLANEOUS ITEMS CONNECTED WITH CONCRETE CONSTRUCTION BEFORE PLACING CONCRETE. 7. CONTRACTORS TO ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS AND BY PERIODIC OBSERVATION OF CONSTRUCTION, FOR THE FOLLOWING: A. COMPLIANCE WITH CONTRACT DOCUMENTS. B. DIMENSIONS TO BE CONFIRMED AND CORRELATED ON THE JOB SITE BETWEEN INDIVIDUAL DRAWINGS OR SETS OF DRAWINGS. C. FABRICATION PROCESS AND CONSTRUCTION TECHNIQUES (INCLUDING EXCAVATION, SHORING, SCAFFOLDING, BRACING, ERECTION, FORM WORK, ETC.). D. WORK OF THE CONTRACTOR AND THE VARIOUS TRADES. E. SAFE CONDITIONS AT THE JOB SITE. 8. ALL MATERIAL DESIGN AND CONSTRUCTION MUST CONFORM TO ALL STATE AND LOCAL BUILDING CODES AND REGULATIONS. 9. SECTIONS, DETAILS AND NOTES ARE INTENDED TO APPLY TO SIMILAR SITUATIONS / CONDITIONS ELSEWHERE. 10. PROVIDE TEMPORARY SHORING AND SUPPORT AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY DURING EXECUTION OF THE WORK. 11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 12. PROVIDE THE ARCHITECT ACCESS TO THE WORK IN PREPARATION OR PROGRESS, WHEREVER LOCATED. 13. DESIGN REQUIREMENTS SHALL BE FOLLOWED ENTIRELY REGARDLESS OF WHETHER THEY ARE GIVEN BY BOTH THE SPECIFICATION AND DRAWINGS OR BY EITHER ONE ONLY. WHERE COMPLIANCE WITH TWO OR MORE STANDARDS IS SPECIFIED, AND WHERE THESE STANDARDS ESTABLISH DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, THE MOST STRINGENT REQUIREMENTS ARE TO BE FOLLOWED. 14. DESIGN, PROVIDE, INSTALL AND MAINTAIN ALL UNDERPINNING, SHORING, BRACING, ETC. AS MAY BE REQUIRED FOR THE SUPPORT AND PROTECTION OF SURROUNDING EXISTING PROPERTY, BUILDINGS, UTILITIES, UTILITY EQUIPMENT, ETC. THE COST OF THIS WORK IS INCIDENTAL TO THE CONTRACT. DEMOLITION AND SHORING 1. DESIGN, PROVIDE, INSTALL, AND MAINTAIN TEMPORARY BRACING, SHORING AND /OR EARTH RETENTION SYSTEM PRIOR TO DEMOLITION AS REQUIRED TO PROTECT ALL EXISTING STRUCTURAL MEMBERS TO REMAIN. SUBMIT DESIGN, LAYOUT, ETC. FOR ARCHITECT /ENGINEER'S REVIEW PRIOR TO EXECUTION. 2. REMOVE AND DISPOSE OF MATERIALS AND ITEMS OFF SITE EACH DAY. 3. PROTECT AND STORE ITEMS NOTED TO BE REINSTALLED. 4. PROTECT ALL CONSTRUCTION WHICH IS TO REMAIN. 3. THE CONTRACTOR IS TO PROTECT NEW AND EXISTING UTILITIES FROM DAMAGE. METHODS OF PROTECTION ARE TO BE APPROVED BY THE UTILITY. THE CONTRACTOR IS TO BRACE AND SUPPORT THE UTILITIES TO PREVENT SETTLEMENT, DISPLACEMENT, OR DISTURBANCE TO THE UTILITIES. THE COST OF THIS WORK WILL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 4. COORDINATE EXCAVATION WITH THE FOUNDATION, UNDERFLOOR DRAINAGE SYSTEM AND UNDERGROUND UTILITIES. 5. THE CONTRACTOR IS TO USE CARE IN GRADING AND EXCAVATING NEAR EXISTING ITEMS TO REMAIN. DAMAGE TO EXISTING ITEMS BY THE CONTRACTOR'S OPERATIONS IS TO BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 6. FOUNDATION DESIGN WAS BASED ON AN ASSUMED NET ALLOWABLE SOIL BEARING CAPACITY OF 3,000 PSF. SOIL BEARING CAPACITY MUST BE VERIFIED BY A QUALIFIED TESTING AGENCY, RETAINED BY THE OWNER, PRIOR TO CONSTRUCTION. 7. WHERE SUITABLE BEARING SOILS ARE SOME DISTANCE BELOW THE PROPOSED BOTTOM OF FOOTING ELEVATION, THE UNSUITABLE SOIL MAY BE EXCAVATED AND REPLACED WITH A WELL- GRADED, ENGINEERED FILL. THE FILL IS TO BE PLACED AND COMPACTED AS RECOMMEND BY THE GEOTECHNICAL ENGINEER. ALTERNATIVELY, THE FOOTING MAY BE PLACED AT THE ELEVATION OF THE SUITABLE SOILS. 8. ALL EXTERIOR FOOTINGS ARE TO EXTEND BELOW THE MAXIMUM ANTICIPATED DEPTH OF FROST. (3' -6" BELOW ADJACENT FINISH GRADE, IF NOT SHOWN). 9. IMMEDIATELY NOTIFY THE ARCHITECT IN THE EVENT THAT THE SOILS CONDITIONS ENCOUNTERED VARY FROM THOSE SHOWN ON THE BORING LOGS. 10. GENERAL MACHINE EXCAVATION IS TO STOP NOT LESS THAN 4" ABOVE ELEVATION OF BOTTOM OF FOOTINGS. FINAL EXCAVATION TO UNDISTURBED SOIL, AT REQUIRED FOOTING ELEVATION, IS TO BE DONE BY HAND NOT MORE THAN 12 HOURS BEFORE FOOTING IS PLACED. 11. ALL NECESSARY CHANGES IN ELEVATION OF WALL FOOTINGS ARE TO BE MADE IN A STEPPED MANNER - LESS THAN 2' -0 VERTICAL AND AT LEAST 4' -0" HORIZONTAL, UNLESS NOTED OTHERWISE. 12. ALL FOUNDATION EXCAVATIONS ARE TO BE CLEAN AND DRY PRIOR TO PLACING CONCRETE. BOTTOMS ARE TO BE INSPECTED AND DESIGN BEARING CAPACITY CONFIRMED BEFORE PLACING FOOTINGS. 13. DO NOT PLACE FOOTINGS ONTO OR AGAINST SUBGRADES CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER, FROST OR ICE ENTER AN AREA AFTER SUB -GRADE APPROVAL, THE SUBGRADE IS TO BE REINSPECTED AFTER REMOVAL OF WATER, FROST OR ICE. 14. PREPARE THE EXISTING SUBGRADE THAT UNDERLIES THE SLAB -ON -GRADE AS FOLLOWS: REMOVE ALL TOPSOIL, ORGANIC FILL, CONCRETE, ASPHALT & MISCELLANEOUS UNSUITABLE FILLS. COMPACT THE REMAINING SUITABLE SUBGRADE TO A MINIMUM OF 90% OF THE ASTM D -1557 DENSITY. REMOVE UNSUITABLE MATERIAL DISCOVERED WHILE COMPACTING THE EXISTING SUBGRADE AND REPLACE AS INDICATED BELOW. WHERE UNSUITABLE EXISTING FILL IS REMOVED TO AN ELEVATION LOWER THAN THE BOTTOM OF THE 6" OF GRANULAR FILL, PLACE A WELL GRADED MATERIAL IN LIFTS NOT EXCEEDING 12" IN LOOSE THICKNESS AND COMPACT TO A MINIMUM OF 95% OF ASTM D -1557 DENSITY. PLACE A MINIMUM OF 6" OF WELL GRADED CRUSHED STONE OR GRAVEL IMMEDIATELY BELOW THE SLAB -ON- GRADE. COMPACT THIS GRANULAR FILL TO 95% OF THE ASTM D -1557 DENSITY. PLACE A VAPOR BARRIER UNDER INTERIOR SLAB -ON- GRADE. CONCRETE 1. ALL CONCRETE WORK IS TO CONFORM TO THE LATEST EDITION OF THE AMERICAN INSTITUTE PUBLICATIONS: ACI 301, ACI 304, ACI 311, ACI 315, ACI 318, ACI 347. 2. ALL CAST -IN -PLACE CONCRETE IS TO BE OF THE TYPES AND HAVING MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS INDICATED BELOW: STRUCTURAL ELEMENT FOOTINGS AND FOUNDATION WALLS OTHER 28 DAY COMP. STR. WEIGHT 4000 PSI 145 PCF 4000 PSI REMARKS AIR - ENTRAINED 145 PCF AIR - ENTRAINED FOR SLAB SURFACE TREATMENT, SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 3. CONCRETE PROTECTION FOR REINFORCING BARS IS TO BE AS FOLLOWS: SURFACES NOT FORMED: 3" FORMED SURFACES IN CONTACT WITH SOIL OR WATER, OR EXPOSED TO WEATHER: 2" BEAMS, GIRDER, AND COLUMNS: 1 1/2" SLABS AND JOIST, TOP BARS: 3/4" SLABS AND JOIST, BOTTOM BARS AND WALLS: 1" 4. PROVIDE CONSTRUCTION, ISOLATION, AND CONTROL JOINTS AS SPECIFIED AND WHERE INDICATED ON THE DRAWINGS. 5. KEY OR DOWEL ALL CONSTRUCTION JOINTS, UNLESS NOTED OTHERWISE. 6. WIRE BRUSH, CLEAN AND MOISTEN ALL CONSTRUCTION JOINTS IMMEDIATELY PRIOR TO PLACING NEW CONCRETE. 7. PLACE ALL SLAB ON GRADE IN STRIP POURS OF MAXIMUM 30' -0" WIDTH. PROVIDE SAW CUT CONTROL JOINTS FOR STRIP POURED SLABS AT 15' -0" ON CENTER MAXIMUM. 8. DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE. 9. DO NOT SLEEVE, BOX -OUT OR INTERRUPT THE REINFORCEMENT OF FOUNDATION WALLS AND SLABS EXCEPT AS INDICATED ON THE STRUCTURAL DRAWINGS. 10. SEE ARCHITECTURAL DRAWINGS FOR TYPE AND LOCATION OF ALL FLOOR FINISHES, FLOOR DEPRESSIONS AND CURBS. 11. THOROUGHLY CONSOLIDATE ALL STRUCTURAL CONCRETE WITH MECHANICAL VIBRATORS. 12. PITCH CONCRETE SLABS TO FLOOR DRAINS AS INDICATED ON THE MECHANICAL AND ARCHITECTURAL DRAWINGS. 13. PROVIDE APPROVED CURING COMPOUND, SEALER, AND HARDENER FOR ALL SLABS. 14. PERFORM AND SUBMIT INSTRUMENT SURVEYS OF ALL FINISH REINFORCED CONCRETE AND CONCRETE SLAB SURFACES, BOTH BEFORE AND AFTER REMOVAL OF FORM WORK AND /OR SHORING SYSTEMS. 15. ALL CONCRETE IS TO CONTAIN AN APPROVED WATER REDUCING PLASTICIZING ADMIXTURE. APPROVED HIGH RANGE WATER REDUCING ADMIXTURES MAY BE UTILIZED. ALL CONCRETE PERMANENTLY EXPOSED TO THE WEATHER IS TO ALSO CONTAIN AN APPROVED AIR ENTRAINING ADMIXTURE. 16. THE CONCRETE CONTRACTOR IS TO PREPARE, DOCUMENT, AND SUBMIT TO THE ARCHITECT FOR REVIEW A PROGRAM FOR PROVIDING COLD WEATHER PROTECTION INCLUDING METHODS OF WEATHER ENCLOSURE, HEATING METHODS, AND CONTINUOUS TEMPERATURE MONITORING SYSTEMS. 17. THE OWNER'S CONCRETE TESTING LABORATORY WILL CONDUCT A CONTINUOUS FULL -TIME PROGRAM OF INSPECTION AND TESTING FOR ALL REINFORCING PLACEMENT, FORM WORK INSTALLATION, CONCRETING OPERATIONS AND FINISHING PROCEDURES. REINFORCING STEEL 1. ALL REINFORCING STEEL IS TO CONFORM TO THE FOLLOWING SPECIFICATIONS: DEFORMED BILLET STEEL ASTM DESIGNATION A615 - GRADE 60 WELDED WIRE FABRIC ASTM DESIGNATION A185 2. REINFORCING DETAILS ARE TO CONFORM TO THE REQUIREMENTS OF THE ACI 318 BUILDING CODE, LATEST EDITION AND THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES, ACI 315 LATEST EDITION. 3. SUBMIT SHOP DRAWINGS SHOWING THE LOCATIONS OF ALL CONSTRUCTION JOINTS, CURBS, SLAB DEPRESSIONS, SLEEVES, OPENINGS, ETC. ALL REINFORCING SPLICES ARE TO CONFORM TO THE REQUIREMENTS OF ACI 318, BUT IN NO CASE ARE TO BE LESS THAN 48 BAR DIAMETERS, OR 24" UNLESS NOTED OTHERWISE. WELDING OF REINFORCING BARS IS NOT PERMITTED. 4. LAP ALL WELDED WIRE FABRIC TWO FULL MESH PANELS AND TIE SECURELY. 5. PROVIDE ADEQUATE BOLSTERS, HIGH CHAIRS, SUPPORT BARS, ETC., TO MAINTAIN SPECIFIED CLEARANCES FOR THE ENTIRE LENGTH OF ALL REINFORCING BARS AND WELDED WIRE FABRIC. 6. SUBMIT CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAIL INCLUDING STEEL SIZES, SPACING, PLACEMENT AND SUPPORT DETAILS TO THE ARCHITECT /ENGINEER FOR REVIEW PRIOR TO FABRICATION. 7. WHERE REQUIRED, DOWELS ARE TO MATCH THE SIZE AND QUANTITY OF MAIN REINFORCING, UNLESS NOTED OTHERWISE. COLD FORMED (LIGHT GAGE) STRUCTURAL STEEL 1. CONFORM TO AISI "SPECIFICATIONS FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS ", LATEST EDITION. 2. FORM ALL STRUCTURAL MEMBERS FROM CORROSION- RESISTANT STEEL, CORRESPONDING TO ASTM A653 -94. YIELD STRENGTH: 33 KSI FOR ALL MEMBERS 18 GAGE AND LIGHTER, 50 KSI FOR ALL MEMBERS 16 GAGE AND HEAVIER. 3. ZINC COAT ALL STRUCTURAL MEMBERS PER ASTM A924. TOUCH UP ALL WELDS WITH ZINC RICH PAINT. 4. CONTRACTOR IS TO SUBMIT DETAILED, ENGINEERED, COORDINATED AND CHECKED SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS ARE TO BE ACCOMPANIED BY CALCULATIONS SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF ILLINOIS. 5. ALL FRAMING COMPONENTS MUST BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. ALL MEMBERS ARE TO BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. 6. FASTENING OF COMPONENTS SHALL BE WITH SELF - DRILLING SCREWS OR BY WELDING AS INDICATED. DO NOT WIRE TIE COMPONENTS. 7. ALL WELDING WORK IS TO CONFORM TO A.W.S. D.1.3 "STRUCTURAL WELDING CODE - SHEET STEEL ", LATEST EDITION. ALL WELDING IS TO BE PERFORMED BY A.W.S. CERTIFIED WELDERS QUALIFIED IN ACCORDANCE WITH SECTION 6 OF THE A.W.S. D.1.3. 8. PROVIDE TEMPORARY BRACING UNTIL ERECTION IS COMPLETE. 9. COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT MUST BE PROVIDED FOR STUD RUNNER TRACKS. ATTACH STUD TO BOTH FLANGES OF THE UPPER AND LOWER RUNNER TRACKS. 10. AXIALLY LOADED STUDS ARE TO HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO STUD AND TRACK ATTACHMENT. 11. PROVIDE HORIZONTAL STRAP AND BLOCKING OR COLD- ROLLED CHANNEL BRACING FOR ALL STUDS, PER MANUFACTURER RECOMMENDATIONS. 12. ALL BEARING STUDS ARE TO ALIGN FROM FLOOR TO FLOOR. ALL JOISTS SHALL BE LOCATED DIRECTLY OVER BEARING STUDS. 13. IF JOISTS DO NOT ALIGN OVER STUDS, PROPERLY DESIGNED BOX HEADERS (MATCHING THE DEPTH OF THE FLOOR TRUSS) MUST BE PROVIDED BETWEEN JOISTS, TO TRANSFER LOAD OF STUDS ABOVE. 14. STUD SIZES AND GAGES SHOWN ON DRAWINGS ARE MINIMUMS - ALL LIGHT -GAGE MEMBERS ARE TO BE DESIGNED BY THE MANUFACTURER TO MEET THE DESIGN REQUIREMENTS AND LOADS INDICATED IN THE CONSTRUCTION DOCUMENTS. PROVIDE HEAVIER GAGE AND / OR MULTIPLE STUDS AS REQUIRED TO MEET DESIGN REQUIREMENTS, 15. ALL HEADERS (BOX HEADERS) WITHIN STUD WALLS SHALL BE DESIGNED BY THE LIGHT GAGE MANUFACTURER TO MEET THE DESIGN REQUIREMENTS AND LOADS INDICATED ON THESE DRAWINGS. 16. ALL EXTERIOR STUDS WITH BRICK VENEER SHALL BE DESIGNED AND SIZED FOR A DEFLECTION CRITERIA OF L /600. WALL / ROOF SHEATHING 1. ROOF SHEATHING: 5/3" (NOMINAL) C -DX APA EXPOSURE 1, 32/16 WITH 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. PROVIDE ONE PANEL EDGE CLIP PER SPAN. 2. WALL SHEATHING: 1/2" (NOMINAL) APA RATED STRUCTURAL I SHEATHING. 3. FASTEN ALL SHEATHING WITH #10 TEK SCREWS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. (UNLESS NOTED OTHERWISE) PARALLEL STRAND LUMBER (PSL) 1. ALL PSL's ARE TO HAVE THE FOLLOWING MINIMUM STRUCTURAL PROPERTIES: Fb = 2900 psi Fv = 290 psi Fc = 650 psi (PERPENDICULAR) Fc = 2900 psi (PARALLEL) E = 2,000,000 psi 3. MANUFACTURED BY TRUS JOIST MACMILLAN. ANY SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ARCHITECT /ENGINEER PRIOR TO CONSTRUCTION. 4. PROVIDE STANDARD CUT WASHER FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD. 5. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. SPECIAL INSPECTION AND TESTING (IBC 2009 CHAPTER 17) 1. ALL TESTS AND INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND INSPECTION AGENCY. THE SPECIAL INSPECTOR FROM THIS TESTING AGENCY SHALL OBSERVE THE WORK FOR CONFORMANCE TO THE DESIGN DRAWINGS AND SPECIFICATIONS. 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND ALL OTHER DESIGNATED INDIVIDUALS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF NOT CORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. 3. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMATION WITH THE APPROVED DESIGN DRAWINGS, SPECIFICATIONS, SOILS REPORT AND APPLICABLE WORKMANSHIP PROVISIONS OF THE INTERNATIONAL BUILDING CODE. 4. THE FOLLOWING ITEMS MARKED "X" REQUIRE SPECIAL INSPECTIONS: (REFER TO IBC 2009 CHAPTER 17 FOR ADDITIONAL INFORMATION): REVIEWED FOR CODE COMPLIANCE APPROVED NOV 28 2011 City of Tukwila BUILDING DIVISION E ED JUL 2. 2012 REVISION NO± REGLIVW CITYDF TUKWILA NOV 152011 PERMIT CENTER Exp. 11/30/12 REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. SSN LLSTRUCTURES 0 _1 Structural Engineers 16 S. Stone Avenue LaGrange Illinois tel 708.352.0359 fax 708.352.1913 E: 8 0 co 0 a L 17790 SOUTH CENTER PKWY REV ISSUED FOR DATE A PERMIT RESUBMITTAL 09.22.11 Q1 PERMIT REVISION #1 11.07.11 A PROJ. No 11 -026 11.07.2011 DRAWN CHECKED SO DO NOT SCALE DRAWINGS VERIFICATION AND INSPECTION YES CONTINUOUS PERIODIC .4 CONCRETE CONSTRUCTION (IBC 2009 1704.4) 1 INSPECTION OF REINFORCING STEEL X 4 INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE X 5 VERIFY USE OF REQUIRED MIX DESIGN X 6 SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, AIR CONTENT AND DETERMINING THE TEMPERATURE OF FRESH CONCRETE AT TIME OF MAKING SPECIMENS FOR STRENGTH TESTS. X 7 INSPECTION OF CONCRETE PLACEMENT X 8 INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TECHNIQUES X 12 INSPECTION OF FORMWORK X .5 MASONRY CONSTRUCTION (IBC 2009 1704.5 - LEVEL 1) 1 COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. X 2 VERIFICATION OF f'm PRIOR TO CONSTRUCTION X 3 VERIFICATION OF SLUMP FLOW AND VSI FOR SELF - CONSOLIDATING GROUT X 4 AS MASONRY CONSTRUCTION BEGINS: PROPORTIONS OF SITE PREPARED MORTAR X CONSTRUCTION OF MORTAR JOINTS X LOCATION OF REINFORCING AND CONNECTORS X 5 INSPECTION PROGRAM: SIZE AND LOCATION OF STRUCTURAL ELEMENTS X TYPE, SIZE AND LOCATION OF ANCHORS X SIZE, GRADE AND TYPE OF REINFORCEMENT X WELDING OF REINFORCING BARS X PROTECTION OF MASONRY FOR HOT OR COLD WEATHER X 6 PRIOR TO GROUTING GROUT SPACE IS CLEAN X PLACEMENT OF REINFORCEMENT X PROPORTIONS OF SITE - PREPARED GROUT X CONSTRUCTION OF MORTAR JOINTS X 7 GROUT PLACEMENT X 8 PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS AND /OR PRISMS SHALL BE OBSERVED X REVIEWED FOR CODE COMPLIANCE APPROVED NOV 28 2011 City of Tukwila BUILDING DIVISION E ED JUL 2. 2012 REVISION NO± REGLIVW CITYDF TUKWILA NOV 152011 PERMIT CENTER Exp. 11/30/12 REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. SSN LLSTRUCTURES 0 _1 Structural Engineers 16 S. Stone Avenue LaGrange Illinois tel 708.352.0359 fax 708.352.1913 E: 8 0 co 0 a L 17790 SOUTH CENTER PKWY REV ISSUED FOR DATE A PERMIT RESUBMITTAL 09.22.11 Q1 PERMIT REVISION #1 11.07.11 A PROJ. No 11 -026 11.07.2011 DRAWN CHECKED SO DO NOT SCALE DRAWINGS ee KEYPLAN SCHEMATIC 77)7, 1 7X C1 /j / / 1' -0" / 1 -0" O 28' -4" PARTIAL FOUNDATION PLAN SCALE: 114" =1' -0 NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. SEE SO FOR GENERAL STRUCTURAL NOTES. 3. !:!:!:! INDICATES 6005162 -33 MIN. LIGHT —GAGE STEEL STUDS AT 16" O.C. MAX. ALIGN STUDS WITH JOISTS ABOVE. PROVIDE TWO STUDS MINIMUM AT ALL BEAM AND HEADER BEARING LOCATIONS U.N.O. 4. C1 INDICATES 3- 6005162 -33 STUDS MIN. 1' -3" C1 i� to I 9 1 m O f t. . O O T/ WALL EL. +0' -0" (TYP.) 8' -2" • 1 5 OTE 2 (TYP.) S2 OTE 52 52 UPPER ROOF FRAMING PLAN II 1 1 !- SELF— SPANNING STEEL j TOWER CAP CAPABLE OF RESISTING ALL INDICATED DESIGN LOADS (250# MAXIMUM SELF — WEIGHT) SCALE: 1/4 " =1' -0 "EC NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. ROOF SHEATHING. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 3. 600S125-33 ROOF JOISTS AND 6005125 -33 CEILING JOISTS AT 16" O.C. 4. L1 INDICATES 2- 6005162 -33 STUDS MIN. HEADER OVER OPENING IN WALL BELOW. SEE 10/S2. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 8 2011 City of Tukwila BUILDING DIVISION W co Q , J J t Z; 1- X W EXISTING STEEL BEAM z Q W a J : f Q; QI m m CO E < QI -I > EXISTING STEEL BEAM 1.74 i; LDg �I z; z, H F- N ; to g x w g w EXISTING STEEL BEAM I EXISTING STEEL BEAM z� H N x W i• EXISTING STEEL BEAM ro AWAY EXISTING STEEL BEAM EXISTING STEEL B ( EXISTING STEEL BEAM_ NOTE 2 BELOW CO Z3` J l.7 1 to XI ABOVE • ■E ii 3i- 81/4" 4 f ( 2- 6005138 STUDS 4 -33 MIN. • «,,. w 0 ►4 . ►1 0'■ ■ E4 1 i S2 EXISTING STEEL BEAM 1 z tsli 11.01 0:$ .� L1 L1 N co I rn rn 9 ME PARTIAL MAIN ROOF FRAMING PLAN SCALE: 1/4" =1' -0 NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. SEE SO FOR GENERAL STRUCTURAL NOTES. 3. EXISTING WOOD DECKING BELOW. 4. ?:!:!:!: INDICATES 6005162 -33 MIN. LIGHT —GAGE STEEL STUDS AT 16" O.C. MAX. ALIGN STUDS WITH JOISTS ABOVE. PROVIDE TWO STUDS MINIMUM AT ALL BEAM AND HEADER BEARING LOCATIONS U.N.O. 5. ::`::... ::j INDICATES 3505162 -33 MIN. LIGHT —GAGE STEEL STUDS AT 16" O.C. MAX. ALIGN STUDS WITH JOISTS ABOVE. PROVIDE TWO STUDS MINIMUM AT ALL BEAM AND HEADER BEARING LOCATIONS U.N.O. 6. L1 INDICATES 2- 6005162 -33 STUDS MIN. HEADER OVER OPENING IN WALL BELOW. SEE 10/S2. Ne V- 01 \l'iSION N 52 0 0 N CO 1 O O ECEIVED CITY R O T.lUKWILA NOV 15 2011 PERMIT CENTER Exp. 11/30/12 PROHIBITED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. SSH LLSTRUCTURES 0 Structural Engineers 16 S. Stone Avenue LaGrange Illinois tel 708.352.0359 fax 708.352.1913 E O 0 N n- - J W D 0 w ac ac O .00 ac w W i LLI W W J 17790 SOUTH CENTER PKWY co (70° 0) •44- REV ISSUED FOR DATE 0 PERMIT RESUBMITTAL 09.22.11 A PERMIT REVISION #1 11.07.11 A 0 PROJ. No 11 -026 11.07.2011 DRAWN CHECKED S1 DO NOT SCALE DRAWINGS VENEER SEE ARCH. LIGHT -GAGE STEEL TRACK WITH 2-1/2"0 HILTI HLC SLEEVE ANCHORS T/ WALL EL. SEE PLAN SIDEWALK SEE ARCH. SEE PLAN 0 LIGHT -GAGE STEEL COLUMN SEE PLAN EXISTING VENEER SEE PLAN EXISTING LIGHT -GAGE STUD WALL SEE PLAN x —xo -'x 1 #4 HOOP AT 12" O.C. VERTICAL SET IN HILTI HY150 EPDXY (6" MIN. EMBED.) (TYP.) t EXISTING CONCRETE FOUNDATION WALL SEE PLAN B/ EXIST. FTG. -4' -0" V.I.F. LIGHT -GAGE STEEL COLUMN BEARING AT CONCRETE PIER SCALE: 1/2" =1' -0 RE: 2/S1 TOWER CAP SEE ARCH. LIGHT -GAGE STUD WALL SEE PLAN fL WALL SEE 4/S2 FOR REMAINDER SHEATHING (TYP.) SEE PLAN LIGHT -GAGE JOIST SEE PLAN LIGHT -GAGE JOIST PARALLEL TO LIGHT -GAGE STUD WALL SCALE: 314 " =1' -0 RE: 41S1 EXISTING LIGHT -GAGE STUD WALL SEE PLAN LIGHT -GAGE STEEL COLUMN SEE PLAN 4 "x3 "x0' -4" x 16 GA. LIGHT -GAGE STEEL ANGLE WITH 3/8"0 HILTI HLC SLEEVE ANCHOR (TYP.) LOCATE AT ELEVATION +13' -0" + / - PLAN DETAIL AT LIGHT -GAGE STEEL COLUMN BEARING AT EXISTING VENEER EXISTING VENEER SEE PLAN 1/2"0 THRU BOLT VENEER SEE ARCH. SCALE: 3/4 " =1' -0 RE: 3/S1 LIGHT -GAGE STUD WALL SEE PLAN CONT. LIGHT -GAGE STEEL TRACK WITH POWDER - DRIVEN FASTENERS AT 48" O.C. MAX. T/ WALL EL. SEE PLAN SIDEWALK SEE ARCH. SEE PLAN #4 DOWELS AT 12" O.C. VERTICAL SET IN HILTI HY150 EPDXY (6" MIN. EMBED.) (TYP.) / j;> 6" TYP. S2 LIGHT -GAGE STUD WALL BEARING AT CONCRETE FOUNDATION WALL SCALE: 1/7=V-0 SHEATHING (TYP.) SEE PLAN TOWER CAP SEE ARCH. 5410 TEK SCREWS LIGHT -GAGE STUD WALL SEE PLAN WALL EXISTING VENEER SEE PLAN EXISTING LIGHT -GAGE STUD WALL SEE PLAN EXISTING CONCRETE FOUNDATION WALL SEE PLAN B/ EXIST. FTG. -4' -0" V.I.F. SEE 4/52 FOR REMAINDER RE: 2/S1 LIGHT -GAGE JOIST SEE PLAN SIMPSON H2A HURRICANE TIE AT 16" O.C. LIGHT -GAGE JOIST BEARING AT LIGHT -GAGE STUD WALL S2 SCALE: 3/4 " =1' -0 RE: 4 /S1 SHEATHING SEE PLAN LIGHT -GAGE HEADER SEE PLAN 10 LIGHT -GAGE STUD WALL SEE PLAN ob B /HEADER EL. SEE ARCH. LIGHT -GAGE HEADER AT LIGHT -GAGE STUD WALL S2 / SCALE: 3/4 " =1' -0" RE: 3 /S1, 4/S1 VENEER (TYP.) SEE ARCH. SIDEWALK (TYP.) SEE ARCH. T/ WALL EL. SEE PLAN B/ FTG. EL. TO MATCH EXISTING 1 1 1 101 1 1 X=- X —� —X- 80°8Z8.°833 • a .a SEE PLAN LIGHT -GAGE STUD WALL BEARING AT CONCRETE FOUNDATION WALL SCALE: 1 /2 " =1' -0 TOWER CAP SEE ARCH. LIGHT -GAGE STUD WALL (TYP.) SEE PLAN CONT. 20 GA. STEEL PLATE FASTEN TO NEW AND EXISTING LIGHT -GAGE TRACKS WITH #10 TEK SCREWS AT 16" O.C. EXISTING VENEER SEE ARCH. LIGHT -GAGE STUD WALL SEE PLAN CONT. LIGHT -GAGE STEEL TRACK WITH POWDER- DRIVEN FASTENERS AT 48" O.C. MAX. 2 45 TOP AND BOTTOM 1 1 1 1 1 . 1 1 I 1 1 LIGHT -GAGE JOIST PARALLEL TO LIGHT -GAGE STUD WALL RE: 2 /S1 SHEATHING (TYP.) SEE PLAN LIGHT -GAGE JOIST SEE PLAN EXISTING LIGHT -GAGE STUD WALL SEE PLAN EXISTING ROOF DECKING SEE PLAN SCALE: 3/4 " =1' -0 r LIGHT -GAGE STUD (TYP.) SEE PLAN LIGHT -GAGE STEEL BEAM SEE PLAN LIGHT -GAGE STEEL PLATE SEE 8/S2 RE: 3/S1, 4 /S1, 121S2 ROOF BEYOND CONT. 350T200 -43 LIGHT -GAGE TRACK (TYP.) 1 1/4" x 16 GA. MIN. LIGHT -GAGE STRAP (TYP.) 11 \ ELEVATION OF WEST LIGHT -GAGE STUD WALL S2 SCALE: 1/2 " =1' -0 SHEATHING SEE PLAN SIMPSON TS9 TWIST STRAP EACH SIDE OF PSL BEAM •E B/ BEAM EL. SEE ARCH. EXISTING GLULAM BEAM fL BEAM, WALL 1 LIGHT -GAGE STUD WALL SEE PLAN LIGHT -GAGE STEEL BEAM SEE PLAN PSL BEAM SEE PLAN EXISTING WOOD DECKING SPAN DIRECTION VARIES SEE PLAN LIGHT -GAGE STUD WALL BEARING AT LIGHT -GAGE STEEL BEAM BEARING AT PSL BEAM SCALE: 3/4" =1' -0 RE: 3/S1, 5 /S2, 6/S2 SHEATHING (TYP.) SEE PLAN TOWER CAP SEE ARCH. 5 - #10 TEK SCREWS CONT. 20 GA. STEEL PLATE FASTEN TO NEW AND EXISTING LIGHT -GAGE TRACKS WITH #10 TEK SCREWS AT 16" O.C. LIGHT -GAGE STUD WALL (TYP.) SEE PLAN EXISTING LIGHT -GAGE STUD WALL SEE PLAN SEE ARCH 12 i REVIEWED FOR CODE COMPLIANCE APPROVED Nov 2 8 2011 City of Tukwila BUILDING DIVISION LIGHT -GAGE JOIST SEE PLAN SIMPSON H2A HURRICANE TIE AT 16" O.C. 1 . 1 EXISTING VENEER SEE ARCH. 1 1 EXISTING ROOF DECKING 1 11 1 SEE PLAN 1 1 LIGHT -GAGE JOIST BEARING AT LIGHT -GAGE STUD WALL to SCALE: 3/4 " =1' -0 RE: 3/S1, 4/S1, 11/S2 JUL 25 2012 LIGHT -GAGE STUD (TYP.) SEE PLAN CONT. 350T200 -43 LIGHT -GAGE TRACK (TYP.) r LIGHT -GAGE STEEL PLATE SEE 7/S2 3' MIN. \I <YP. 1 1/4" x 16 GA. LIGHT -GAGE STRAP (TYP.) ELEVATION OF SOUTH LIGHT -GAGE STUD WALL LIGHT -GAGE STEEL BEAM BEYOND SEE PLAN SCALE: 1/2 " =l' -0 REVISION N0. RECEVVitU CITY OF TUKWILA NOV 1 "2011 PERMIT CENTER Exp. 11/30/12 REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. LOUISSO CELLSTRUCTURES Structural Engineers 16 S. Stone Avenue LaGrange Illinois tel 708.352.0359 fax 708.352.1913 J W D 0 w CC 0 CC w I- X col w [u w CO w J @vi 17790 SOUTH CENTER PKWY REV ISSUED FOR DATE 0 PERMIT RESUBMITTAL 09.22.11 1Q PERMIT REVISION #1 11.07.11 A A A PROJ. No 11 -026 11.07.2011 DRAWN CHECKED S2 DO NOT SCALE DRAWINGS GENERAL NOTES 1. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COMPLIANCE OF WORK WITH APPLICABLE LAWS, CODES, ORDINANCES AND AUTHORITY OF GOVERNING JURISDICTION. 2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR, WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTION IN THE PREMISES, TO COMPLY WITH REQUIREMENTS OF APPLICABLE LAWS CONCERNING HAZARDOUS SUBSTANCES. CONTRACTORS SHALL NOT USE OR INSTALL MATERIALS CONTAINING HAZARDOUS SUBSTANCES. LOCATING PRESENCE OF AND ABATEMENT OF HAZARDOUS MATERIALS IS NOT THE RESPONSIBILITY OF ARCHITECT AND ARCHITECT'S CONSULTANTS, AND SHALL BE PERFORMED BY OWNER OR OTHERS. 3. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN THAT SPECIFICALLY AUTHORIZED BY THE ARCHITECT, OWNER AND THEIR CONSULTANTS AND SIGNED AND SEALED FOR THE SPECIFIC LOCATION SHOWN ON THE DRAWINGS AND SEAL THE AFOREMENTIONED PARTIES ASSUME NO RESPONSIBILITY OR LIABILITY FOR CLAIMS RESULTING FROM THE UNAUTHORIZED USE OF THESE DOCUMENTS. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED. 5. DO NOT SCALE DRAWINGS. DRAWINGS MAY NOT ALWAYS BE TO SCALE. NO MECHANICAL, PLUMBING AND /OR ELECTRICAL INFORMATION IS TO BE SCALED FROM THE DRAWINGS. LOCATIONS OF SUCH ITEMS SHALL BE COORDINATED BY THE CONTRACTOR PRIOR TO START OF WORK. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE TOTAL RESPONSIBILITY OF EACH CONTRACTOR. NOTED DIMENSIONS SHALL TAKE PRECEDENCE. DIMENSIONS ARE TO THE FACE OF FINISH, UNLESS NOTED OTHERWISE. 6. ALL NOTES THROUGHOUT THESE DRAWINGS ARE INTENDED FOR GENERAL USE. EACH CONTRACTOR SHALL REVIEW DOCUMENTS IN ENTIRETY FOR INFORMATION APPLICABLE TO THEIR PORTION OF WORK. 7. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF APPROVED PERMIT DRAWINGS AND DOCUMENTS ON SITE DURING ALL PHASES OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COPIES OF SUCH DOCUMENTS, AS REQUIRED, TO SUBCONTRACTORS. 8. ANY AND ALL CHANGES MADE TO THESE DOCUMENTS SHALL BE AUTHORIZED BY THE ARCHITECT PRIOR TO EXECUTION OF CHANGES. ANY CHANGES OCCURRING IN FIELD DURING CONSTRUCTION THAT DEVIATE FROM THESE DOCUMENTS SHALL BE AUTHORIZED BY THE OWNER AND ARCHITECT NOTIFIED PRIOR TO EXECUTION. 9. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCES AND OMISSIONS. CONTRACTORS SHALL INCLUDE ALL MISCELLANEOUS AND INCIDENTAL ITEMS REQUIRED TO COMPLETE THE WORK. 10. THE GENERAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER CONTRACTORS AND VENDORS TO ASSURE THAT SCHEDULES ARE MET AND THAT ALL WORK IS PERFORMED IN STRICT ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS, SPECIFICATIONS AND RECOMMENDATIONS. 11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL VERIFYING DIMENSIONS. ANY DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE OWNER AND ARCHITECT AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 12. CAREFULLY REVIEW AND VERIFY LOCATIONS AND CONDITION OF ALL EXITING UTILITIES AND UTILITIES TO BE PROVIDED FOR THE BUILDING /SPACE(S) BY THE OWNER AND /OR UTILITY COMPANIES. TEMPORARY UTILITY SERVICES REQUIRED DURING CONSTRUCTION SHALL BE COVERED BY THE GENERAL CONTRACTOR, UNLESS OTHERWISE AGREED UPON W/ OWNER. 13. GENERAL CONTRACTOR IS RESPONSIBLE FOR REPLACING AND REPAIRING ANY FIREPROOFING OR FIRE- REATED ASSEMBLIES WITHIN AND /OR SURROUNDING THE AREA OF WORK THAT BECOME DISTURBED OR IMPAIRED DURING COURSE OF WORK. 14. PENETRATIONS THROUGH OR REMOVAL OF EXISTING CONCRETE SHALL BE CLEANLY SAW CUT OR CORE DRILLED. 15. GENERAL CONTRACTOR SHALL COORDINATE DIMENSIONS FOR EQUIPMENT, WALL, FLOOR OR ROOF OPENINGS AND SUPPORTS WITH RESPECTIVE CONTRACTORS PRIOR TO STEEL FABRICATION OR CONCRETE PLACEMENT. 16. EACH CONTRACTOR SHALL REMOVE ON A REGULAR BASIS HIS RUBBISH AND WASTE MATERIALS AND TAKE MEASURES TO PREVENT DIRT, DEBRIS OR DUST FROM ACCUMULATING AND AFFECTING THE FINISHED WORK OR EXISTING SURFACES. 17. ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY ONE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS AND AS REQUIRED BY APPLICABLE CODES. 18. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION AND ADHERE TO SAFETY PRECAUTIONS THROUGHOUT DURATION OF WORK. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PROTECTING FROM DAMAGE, INCLUSIVE OF EXISTING ELEMENTS TO REMAIN, ALL ITEMS ON THE PREMISES. INCLUDING, BUT NOT LIMITED TO CONSTRUCTION MATERIALS, FIXTURES, EQUIPMENT, AND FURNITURE. AFTER RECEIPT ON JOB SITE, ANY LOST, STOLEN OR DAMAGED ITEMS SHALL. BE REPLACED OR REPAIRED TO ORIGINAL CONDITION AT THE GENERAL CONTRACTOR'S EXPENSE. IT IS ADVISED THAT THE GENERAL CONTRACTOR COORDINATE W/ OWNER AND COMMUNICATE THIS REQUIREMENT TO ALL TRADES AND SUBCONTRACTORS ON SITE. 20. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECEIVE AND UNLOAD PRODUCT AND MATERIALS SUPPLIED BY OTHERS AT THE JOB SITE. IMMEDIATELY INSPECT DELIVERED PRODUCTS AND EQUIPMENT FOR SHIPPING DAMAGE, INCLUDING CONCEALED DAMAGE PRIOR TO SHIPPER LEAVING PREMISES. ANY PRODUCT OR MATERIALS FOUND TO BE DAMAGED AFTER THE SHIPPER HAS LEFT THE PREMISES, WILL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPLACE. RECORD ANY SHORTAGES, DAMAGED OR DEFECTIVE MATERIALS. SAVE ALL PACKING OF DAMAGED PRODUCTS UNTIL CLAIMS ARE FINALIZED. IMMEDIATELY NOTIFY OWNER OF ANY DAMAGED MATERIALS RECEIVED. DAMAGE CLAIMS FILED WITH THE APPROPRIATE SHIPPING COMPANY SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 21. ATTENTION SHALL BE GIVEN TO EXISTING AREAS IN, SURROUNDING OR ADJACENT TO THE PROJECT SPACE. ALL CONSTRUCTION AND INSTALLED EQUIPMENT, EXISTING ITEMS TO REMAIN, DEMISING WALLS, ETC. SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE OWNER(S) AT THE EXPENSE OF THE CONTRACTOR. PAYMENT MAY BE WITHHELD OTHERWISE. 22. CONTRACTORS SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 23. INSTALL SAFETY BARRIERS DURING CONSTRUCTION AS NECESSARY TO PROTECT THE PUBLIC FROM INJURY IN ACCORDANCE WITH APPLICABLE CODES, HEALTH /SAFETY STANDARDS & GOVERNING JURISDICTIONS. MINIMUM EGRESS REQUIREMENTS SHALL BE MAINTAINED. COORDINATE SPECIFIC REQUIREMENTS WITH OWNER AND FIRE DEPT. PRIOR TO BEGINNING CONSTRUCTION. 24. WHERE REQUIRED, PROVIDE PROPER TEMPORARY BRACING AND /OR SHORING OF STRUCTURE IN ACCORDANCE WITH CURRENT ACCEPTED INDUSTRY STANDARDS AND PRACTICES. 25. TO THE FULLEST EXTENT PERMITTED BY LAW, SUBCONTRACTORS SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT AND THEIR CONSULTANTS AND THEIR RESPECTIVE AGENTS AND EMPLOYEES (INDEMNITIES) FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES, LOSSES, ECONOMIC LOSSES AND EXPENSES, INCLUDING BUT NOT LIMITED TO ATTORNEY'S FEES, ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE WORK (INCLUDING SPECIFICALLY CLAIMS ARISING UNDER THE ILLINOIS STRUCTURAL WORK ACT) PROVIDED THAT SUCH CLAIM, LOSS OR EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF), INCLUDING LOSS OF USE RESULTING THERE FROM, BUT ONLY TO THE EXTENT CAUSED IN WHOLE OR IN PART BY NEGLIGENT ACTOR OMISSIONS OF THE SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY A RELIABLE, EXCLUDING ANY PROPORTIONATE AMOUNT OF ANY CLAIM, DAMAGE LOSS OR EXPENSE WHICH IS CAUSED BY A PARTY INDEMNIFIED HERE UNDER SUCH OBLIGATION SHALL NOT BE CONSTRUED TO NEGATE, ABRIDGE OR REDUCE OTHER RIGHTS OR OBLIGATIONS OF INDEMNITY WHICH WOULD OTHER WISE EXIST TO A PARTY OR PERSON DESCRIBED IN THIS PARAGRAPH. IN CLAIMS AGAINST ANY PERSON ENTITY INDEMNIFIED UNDER THIS PARAGRAPH BY ANY EMPLOYEE OF THE SUB CONTRACTORS, ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY THEM OR ANYONE FOR WHOSE ACTS THEY BE LIABLE, THE INDEMNIFICATION OBLIGATION UNDER THIS PARAGRAPH SHALL NOT BE LIMITED BY A LIMITATION ON THE AMOUNT OF TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE SUBCONTRACTORS UNDER WORKERS OR WORKMAN COMPENSATION ACTS, DISABILITY BENEFIT ACTS OR OTHER EMPLOYEE BENEFIT ACTS. 26. CONTRACTORS SHALL CARRY WORKMAN LIABILITY, PROPERTY DAMAGE INSURANCE AND OTHER INSURANCE AS REQUIRED BY THE OWNER. THE OWNER SHALL CARRY GENERAL LIABILITY AND BUILDERS RISK INSURANCE NAMING THE ARCHITECT AND ARCHITECT'S CONSULTANTS AS ADDITIONAL INSURED. COPIES OF INSURANCE CERTIFICATE SHALL BE DISTRIBUTED TO EACH ENTITY COVERED. LACK OF RECEIVING CERTIFICATE OF COVERAGE DOES NOT RELIEVE OWNER OF COVERAGE, PROVISION OR ACCOMPANYING LEGAL RECOURSE. 27. NO MATERIAL SUBSTITUTIONS WILL BE PERMITTED UNLESS AUTHORIZATION HAS BEEN GRANTED BY OWNER AND /OR ARCHITECT. ANY UNAUTHORIZED MATERIAL SUBSTITUTIONS WILL SUBJECT THE GENERAL CONTRACTOR TO REPLACEMENT OF SUBSTITUTED MATERIALS WITH APPROVED MATERIALS AT THE EXPENSE OF THE GENERAL CONTRACTOR. 28. ALL SUBMITTALS SHALL REFLECT ACTUAL FIELD MEASUREMENTS & BEAR CONTRACTOR'S STAMP PRIOR TO SUBMITTAL TO ARCHITECT AND /OR OWNER. 29. COMPLETED SYSTEMS SHALL BE FULLY OPERATIONAL; ACCEPTANCE BY THE OWNER SHALL BE A CONDITION OF THE CONTRACT. 30. 31. GENERAL CONTRACTOR SHALL PROVIDE THOROUGH FINAL CLEANING TO OWNER'S SATISFACTION BEFORE TURNING OVER COMPLETED PROJECT TO OWNER. GENERAL CONTRACTOR SHALL TEST ALL EQUIPMENT FOR PROPER OPERATION, IN THE PRESENCE OF THE OWNER, BEFORE TURNING OVER COMPLETED PROJECT TO OWNER. 32. ENTIRE INSTALLATION SHALL BE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR. OWNER MAY WITHHOLD FINAL PAYMENT UNTIL GENERAL CONTRACTOR SUPPLIES WARRANTY LETTER AND SUBCONTRACTORS LIEN WAIVERS. 33. GENERAL CONTRACTOR SHALL COORDINATE ALL REQUIRED INSPECTIONS AND RE- INSPECTIONS. ARCHITECTS OBSERVATIONAL VISITS TO SITE, INSPECTING AND ASSESSING COMPLIANCE OF WORK ARE NOT INCLUDED IN ARCHITECT -OWNER AGREEMENT, AND SHALL ONLY BE PERFORMED BY ARCHITECT AT OWNER'S REQUEST UNDER TERMS MUTUALLY AGREED UPON BY OWNER AND ARCHITECT PRIOR TO PERFORMING SUCH SERVICES. ANY ADDITIONAL DIAGRAMS, LAYOUTS, INFORMATION SUBMITTALS TO JURISDICTION REQUIRED FOR OBTAINING APPROVALS AND PERMITS (EXCEPT WORK COVERED UNDER GENERAL BUILDING PERMIT AND STATE DESIGN RELEASE) SHALL BE THE RESPONSIBILITY OF, AND BE SUBMITTED BY, THE RESPECTIVE CONTRACTOR. 34. THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL UNDER SEPARATE PERMIT AS REQUIRED. ANY DRAWINGS, NOTES OR REFERENCES PERTAINING TO SUCH ITEMS IN THESE DOCUMENTS IS INTENDED TO CONVEY GENERIC SCOPE ONLY. FINAL DRAWINGS, SUBMITTALS, AND OBTAINING APPROVALS SHALL BE THE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR: MODIFICATIONS TO FIRE SUPPRESSION, FIRE /SMOKE ALARM (AS APPLICABLE); EXTERIOR SIGNAGE, CANOPIES /AWNINGS /ROOF CAP AND ASSOCIATED STRUCTURE; EXTERIOR ELECTRICAL /LIGHTING. SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila bUILDING DIVISION Applebee's Neighborhood Grill & Bar 17790 SOUTH CENTER PKWY. TU KW I LA, WA 98188 EXTERIOR REMODEL LOCATION MAP DRAWING INDEX E JUL 2 5' 2012 D SHT No. DESCRIPTION PERMIT SET ARCHITECTURAL AD1 DEMOLITION EXTERIOR ELEVATIONS • Al ARCHITECTURAL ROOF PLAN ARCHITECTURAL FLOOR PLAN • A2 EXTERIOR ELEVATIONS • A3 WALL SECTIONS • STRUCTURAL SI STRUCTURAL FRAMING PLANS STRUCTURAL D rSIGN CRITERIA • S2 STRUCTURAL DETAILS • 1 REVIEWED FOR CODE COMPLIANCE APPROVED AP 2 2U11 City of ila BUILDINn mink, CODE DATA FILE COPY Permit No. tUI1%.Q Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize tale violation of any adopted code or ordinance. Receipt of approved Field Copy and is acknowledged: By ' ;'15 -�'. � Date :, ,5-7/1 /// City Of lbkwila BUILDING DIVISION STATEMENT OF COMPLIANCE JURISDICTION CITY OF TUKWILA BUILDING DIVISION 6300 SOUTH CENTER BLVD. TUKWILA, WA 98188 (206)431 -3670 CODE LIST W/ STATE AMENDMENTS 2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL MECHANICAL CODE 2009 INTERNATIONAL FIRE CODE 2009 UNIFORM PLUMBING CODE 2008 NATIONAL ELECTRICAL CODE 2006 WASHINGTON STATE ENERGY CODE 2003 ANSI A117.1 ZONING REGIONAL COMMERCIAL (EXISTING, NO CHANGE) USE & OCCUPANCY CLASSIFICATION A -3 ASSEMBLY (EXISTING, NO CHANGE) TYPE OF CONSTRUCTION V -B EXISTING, NO CHANGE GENERAL DESCRIPTION OF WORK: - REFINISHING OF PORTIONS OF EXISTING EXTERIOR SURFACES - ADDITION OF TOWER ELEMENT OVER EXISTING VESTIBULE ROOF/PARAPET (APPROX. 385 CU FT) - WORK TO EXTERIOR OF BUILDING ONLY; NO CHANGE TO BUILDING INTERIOR REVISIONS No changes shall be made to the scope cf work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. C I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDGE THEY CONFORM TO THE LOCAL BUILDING CODE(S). RECEIVED APR 112011 PERMIT CENTER ARCHITECT -OF- RECORD EXPIRES 12/18/12 REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. w 0 w W W Q .m v w t) w w lot: REGISTERED ARCHITECT SEA K. Ng , .:ITT STATE Off *ASHiNGTON APPLEBEE'S REMODEL 17790 SOUTH CENTER PKWY. J se REV ISSUED FOR A A 0 0 0 PROJ. No DATE 10- 007.007 03.03.11 DRAWN CHECKED DO NOT SCALE DRAWINGS L REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED ELECTRICAL. PATCH WALL AS REQUIRED " �4nl ( 1 1111 + ll l11 l ILI 6A1 I I I iiiiI j L_ �nnL4 -0 4 RBI allillilL_ L LJttL_.iIW11Wl REMOVE EXISTING AWNINGS. PATCH WALL AS REQUIRED EAST ELEVATION - DEMO SCALE: 1/4 " =11 -0" REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED ELECTRICAL. PATCH WALL AS REQUIRED Illuuulli 1111111 11ImmIII IIIIIIII wuuluur' 111111111111 111111111 111111111111111111 11111111 111111111111 IIIIIIIIIII, IIIIIII„ IIIIIIIIIIIIIIIIII IIIIIIIII 111111111111 IIIIIIIIIIII 111111111 ,IIIIIIIIIIIIIIIII 111111111 IIIIIIIIIIII IIIIIIIIIIII 111111111 ,IIIIIIIIIIIIIIIII IIIIIIIII 111111111111 IIIIIIIIIIII 111111111 ,IIIIIIIIIIIIIIIII 111111111 IIIIIIIIIIII IIIIIIIIIIII 111111111 ,IIIIIIIIIIIIIIIII 111111111 111111111111 111111111111 111111111 IIIIIIIIIIIIIIIIII 111111111 111111111111 IIIIIIIIIIII IIIIIIIIII ,IIIIIIIIIIIIIIIII 111111111 IIIIIIIIIIII 11111111111 111111111 111111111111111111 111111111 IIIIIIIIIIII IIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIII 11111111111111111111111111111 11111111 IIIIIIIIIIII IIIIIIIIIII II11111111 IIIIIIIII IIIIIIIIIIII IIIIIIIIIII IIIIIIIIII ,I 111111111 IIIIIIIIIIII 4H11HHHH1-- 1#HHfH --1f U1D -- Hi#I 11HH--1-1HiHIH1H IIIIIII 111111 __,1WWWII I _,au uni _yWfW1WWWW_ - uW REMOVE EXISTING AWNINGS. PATCH WALL AS REQUIRED REMOVE EXISTING LIGHT FIXTURE. SAVE ELECTRICAL FOR RE -USE. r' 111111111111111 111/111111 I tI m m m m IIIIIIIIIII 11111111 IIIIIIIIIII 11111111 IIIIIIIIIII 1 11111111 IIIIIIIIIII 111111111 IIIIIIIIIII 11111111 11111111111 11111111 IIIIIIIIIII 111111111 IIIIIIIIIII 111111111 IIIIIIIIIII 111111111 IIIIIIIIIII 111111111 IIIIIIIIIII 111111111 IIIIIIIIIII IIIIIIIII u1HIH 1111111 11111111111 IIWI II ,IIIIIIIIIIIIIIII, ,IIIIIIIIIIIIIIII, IIIIIIIIIIIIIIIII, IIIIIIIIIIIIIIII I 111111111 11111111111111r 111111111 111111111111 11111111 IIIIIIIIIIII I11111111 IIIIIIIIIIII 11111111 111111111111 11111111 111111111111 11111111 111111111111 11111111 111111111111 111111111 IIIIIIIIIIII IIIIIIIII IIIIIIIIIIII 11111111 IIIIIIIIIIII 11111111 111111111111 IIIIIIIII 111111111111 - Ilfllfilfllfll -+111 HHi-- #11HH4H11 --I _jJ1WWWw I„ IL_ iii lull,, _1111EWI IEIIL REMOVE EXISTING AWNINGS. PATCH WALL AS REQUIRED iummm 1111 IIIIIIIIIIII 111111111 IIIIIIIIIIII 111111111 IIIIIIIIIIII 111111111 111111111111 11111III IIIIIIIIIIII 111111111 111111111111 111111111 IIIIIIIIIIII 111111111 IIIIIIIIIIII 111111111 IIIIIIIIIIII 111111111 111111111111 1 11111111 111111111111 I :1111111 IIIIIIIIIIII 111111111 F 111111111111 X1111+1 111111111111 11111111 mmmmm IIIIIIIIIIIIIIII, IIIIIIIIIIIIIIII, IIIIIIIIIIIIIIII, IIIIIIIIIIIIIIII, milmm 111111111111 w1iW11nr 111111111 111111111111 111111111 IIIIIIIIIIII 1111111111 111111111111 111111111 111111111111 1111111111 111111111111 111111111 IIIIIIIIIIII 111111111 111111111111 111111111 IIIIIIIIIIII n11111111 IIIIIIIIIIII IIIIIIIII IIIIIIIIIIII IIIIIIIII. IIIIIIIIIIII 111111111 IIIIIIIIIIII __+11{11 HHI-- IIHIH+H11 -i I" II /11111111 1111111111111 REMOVE EXISTING AWNINGS. PATCH WALL AS REQUIRED EXISTING LIGHT FIXTURES TO REMAIN EXISTING BRICK TO REMAIN. TYPICAL REMOVE EXISTING LIGHT FIXTURE. SAVE ELECTRICAL FOR RE -USE. SOUTH ELEVATION - DEMO SCALE: 1/4" =1' -0" REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED ELECTRICAL. PATCH WALL AS REQUIRED REMOVE EXISTING AWNINGS. PATCH WALL AS REQUIRED -: LI 7 REMOVE AND RELOCATE EXISTING SIGNAGE REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED ELECTRICAL. PATCH WALL AS REQUIRED REMOVE EXISTING SIGNAGE. SAVE ELECTRICAL FOR RE -USE. PATCH WALL AS REQUIRED. REMOVE AND RELOCATE EXISTING SIGNAGE REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED ELECTRICAL. PATCH WALL AS REQUIRED T11 1 1 1r —Ti 1111 II hill 11111 1 I I1 I t1III1II11 I IIIIIII I I 1 1 I0 I1II1II1II1II1II1II1 I I I IIIIIIII III 1 H1HH1-- IHII11H1 -�M fwVIIlt IIII I IIIIIIIIIIIIIIII . ;I; H- 11 1111 IIII 111 ` 11111 IIIIIIII IIIIIIII III ; I 11 111111i 111 11111111 „„„11 -- I m W V_ m m Ill �,�= �JII � �i�ll II� iill�f nl lM li (a m H�fpl '0,10 W WJ iaG'�W \.� iW WIP =jr \_�� /W IW IW \b )11t _11/ (i 0 Ili,ll(C_Ji, Iii JI(c?J1\ IV1�_� (Ai I�_i 1\._11 \J, 11: 111 i% - .IIPB m III II �I\ E'..51111( APPROX. STARTING POINT OF HIGH SLOPE AREA DEMO NOTES: AT HIGH SLOPE AREA (WITH ZERO PARAPET HEIGHT) REMOVE EXISTING ROOFING /SHEATHING TO ALLOW FOR INSTALLATION OF NEW DOG HOUSE ELEMENT. AFTER ROOFING /SHEATHING IS REMOVED AT HIGH SLOPE AREA G.C. TO VERIFY IF MAIN ROOF CONTINUES BELOW. SEE SECTION 1/A3. EXISTING MAIN ROOF TO REMAIN AS IS. EXIST. ROOF WITH HIGH SLOPE (ZERO PARAPET HEIGHT) SLOPE CONTACT ARCHITECT /OWNER IMMEDIATELY IF EXISTING KICKERS WILL INTERFERE WITH INSTALLATION OF DH ELEMENT, MAIN ROOF IS NOT CONTINUED BELOW OR ANY OTHER CONDITIONS THAT WILL INTERFERE WITH INSTALLATION OF DOG HOUSE. / // / / / // //// ///// ///// // // /// ///// // PARTIAL ROOF DEMO PLAN SCALE: 1/2 " =1' -0" APPROX. LOCATION OF EXISTING ROOF KICKER r- IEWED FOR CODE COMPLIANCE APPROVED APR 2 0 2011 City ofTukwila BRUNS ! RETURN STONE TO JAMB. PRIOR TO INSTALLATION VERIFY CLEARANCE TO ALLOW DOOR TO OPEN PARTIAL FLOOR PLAN SCALE: 1/2 " =1' -0" LINE OF EXIST SOFFIT ABOVE RETURN STONE TO JAMB. PRIOR TO INSTALLATION VERIFY CLEARANCE TO ALLOW DOOR TO OPEN NEW STONE VENEER OVER EXISTING BRICK. INSTALL PER MANFUFACTURERS RECOMMENDATIONS LINE OF CANOPY ABOVE. (BY TENANT, N.I.C.) EXIST. ROOF PSL BEAM BELOW LINE OF STONE BELOW EXIST PARAPET CAP 4) PARTIAL ROOF PLAN SCALE: 1/2 " =1' -0" LINE OF EXISTING MASONRY BELOW LINE OF SHEATHING BELOW STANDING SEAM TOWER CAP (BY TENANT, N.I.C.) LINE OF CANOPY BELOW. (BY TENANT, N.I.C.) NOTES: 1. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF SHEATHING \EXIST. MASONRY U.N.O. 2. EXTERIOR SHEATHING, FRAMING AND BLOCKING TO BE PRESSURE - TREATED TYP 3. PATCH ROOFING AND COPING AS REQUIRED WHERE WORK MEETS EXISTING TYP HATCHED AREA (AT EXPOSED BEAM): G.C. TO PROVIDE 2x4 FRAMING @ 16 OC MAX WITH 5/8" CDX PLYWD SHEATHING. WRAP ALL SIDES WITH ROOFING MEMBRANE FOR WEATHERTIGHT SEAL. PROVIDE BLOCKING, FLASHIING & SEALANT AS REQ'D. 2X STUD WALL PSL BEAM BELOW STONE VENEER 2'- 8 "x2' -0" LOUVERED ACCESS DOOR PLYWOOD SHEATHING 2X STUD WALL CENTERED ON CMU WALL BELOW HATCHED AREA: WOOD BLOCKING A S REQ'D __ -� - .d t t t�t. -- PARTIAL ROOF FRAMING PLAN SCALE: 1/2 " =1' -0" V.I.F. 2x NAILERS, SEE DTLS SHT A3 CONT 2x LEDGER 2x NAILERS, SEE DTLS SHT A3 CONT 2x LEDGER E� JUL 25,2012 PATCH AND REPAIR EXIST PARAPET CAP AS REQUIRED LINE OF EXISTING CMU BELOW OUTSIDE FACE OF SHEATHING TO LINEUP WITH BRICK VENEER BELOW LINE OF ROOF ABOVE (BY TENANT, N.I.C.) LINE OF CANOPY BELOW. (BY TENANT, N.I REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. PURPOSE FOR WHICH THEY WERE PREPARED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR w w a W M 0 0 REGISTER... APPLEBEE'S REMODEL CC W F— Z W 0 z 0 0 00 000 0 0) J }— REV ISSUED FOR 0 0 A A PROJ. No D ATE 10- 007.007 03.03.11 DRAWN CHECKED DO NOT SCALE DRAWINGS Atilt T/ TOWER 22-2" dikk T/ MASONRY ±18' -0" dic T/ MASONRY ±16' -8" T /FINISHED FLOOR 0' -0" NEW AWNINGS. TYPICAL (N.I.C.) PAINT EXIST. CAP TYPICAL EXISTING BRICK. TYPICAL EAST ELEVATION SCALE: 1/4 " =1' -0" WALL SCONCE. CONNECT TO EXISTING ELECTRICAL COLOR SCHEDULE: 1. ALL EXISTING METALS (INCL, COPING, GUTTERS, ETC..) TO BE PAINTED COLONIAL RED 2. FRONT ENTRY AND SIDE DOORS TO BE PAINTED SHERWIN WILLIAMS SW7048 URBANE BRONZE 3. NEW STONE TO BE STONECRAFT INDUSTRIES "HILL COUNTRY" CORDINATE ALL CIRCUITING FOR SIGNAGE WITH OWNER EX JUL 2.5: 2012 Atki T/ TOWER 22-2" T/ MASONRY ±18' -0" T/ MASONRY ±16' -8" B /OVERHANG 8' -8" CANOPY BY OTHERS. N.I.C. T /FINISHED FLOOR OI -OII SOUTH ELEVATION SCALE: 1/4 " =1' -0" NEW "TOWER" ELEMENT OVER EXISTING ROOF -rd (;.— 'a,�p7��1- EP* 10,E ®.v a3 �P ��e v- - w w - _Ile: co barmilli • �t��,, 00 '1141■11:1111illEINIMMIIIIi1191112111,11.1iii s a -a-.r a. -� a -.wm. Zwzn!4 -V eri� ! �!Y I / W..i,illl r 1M. r....1..„..--i.lat i®A_�j2A. ©� �A�_0- .�v emu. , Gov � rill /i ems. "i" ®o",i ei Ile ■rnIMISIMMIDWIIIIISIMIWOMINI9C.11■10 ....,,,_,••=27ramilrlIONI . i A� p p� WALL SCONCE. CONNECT TO EXISTING ELECTRICAL SIGNAGE BY OTHERS. N.I.C. NEW AWNINGS. TYPICAL (N.I.C.) SIGNAGE BY OTHERS. (N.I.C.) Nei • hborh o NEW STONE OVER EXISTING BRICK n 1 • NEW AWNINGS. TYPICAL (N.I.C.) /J IiL' I 1�.r5 el rad Naltka v i }a t4 etCi n 1 n 1 WALL SCONCE. CONNECT TO EXISTING ELECTRICAL PAINT EXISTING DOORS. COLOR AS SELECTED BY OWNER "WELCOME BACK" SIGNAGE BY OTHERS. N.I.C. WALL INCE. CONNECT TO EXISTING E ICAL PAINT EXIST. CAP TYPICAL n • Bar EXISTING BRICK. TYPICAL NEW "TOWER" ELEMENT OVER EXISTING ROOF 2'- 8 "x2' -0" LOUVERED ACCESS DOOR 01(P \ T/ MASONRY 16-8" IC REVIEWED FOR CODE COMPLIANCE APPROVED APR 2d2 City ot Tukwila BUILDIIur n it /1 mm T /FINISHED FLOOR OI -O" (4) NORTH ELEVATION SCALE: 1/4 " =1' -0" WEST ELEVATION SCALE: 1/4 " =1' -0" PAINT EXISTING DOORS. COLOR AS SELECTED BY OWNER ■ r 4 nA U PAINT EXIST. CAP TYPICAL NEW AWNINGS. TYPICAL (N.I.C.) PAINT EXISTING DOORS. COLOR AS SELECTED BY OWNER NEW AWNINGS. TYPICAL (N.I.C.) SIGNAGE BY OTHERS. (N.I.C.) Neigh.orhood Grill & B PAINT EXIST. GUTTERS AND DOWNSPOUTS o .I ®ip,fLl ®vQ:t/. - . SO- /vim.- .QUO ■!!elna+i 26`1 ors - ,a,11,3 -oe- un..Q a��f��._1 L., ,..,.....,-, .,,,, Wag W-4="eleri% MINIM MINIM! WiligaIMINI MIN i 2erfalk=ZIEUEA=1 W,rp pktWr.�ro v imp roam t Erza NEW "TOWER" ELEMENT OVER EXISTING ROOF :erelll I ;a ar-E4 Egi7.+19 ■ a GAM S � �•{� s a: I° e ' vs -o —— ; p vn. moimmomm f �;' .off _ PAINT EXISTING DOORS. COLOR AS SELECTED BY OWNER NEW STONE OVER EXISTING BRICK CANOPY BY OTHERS. N.T.C. T/ TOWER A 22-2" IV T/ MASONRY di ±18' -0" T/ MASONRY di ±16' -8" B /OVERHANG Dik 8' -8" SgiicapA.4-c, Pww�i� T /FINISHED FLOOR 0' -0" Y RECEIVED APR 112011 PERMIT CENTEF REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. FOR WHICH THEY WERE PREPARED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE W w a w L I I W LLJ a M Lf1 0 Lf1 Co CD 0 APPLEBEE'S REMODEL 17790 SOUTH CENTER PKWY. CO co 00 0) REV ISSUED FOR 0 A A A PROJ. No D ATE 10- 007.007 03.03.11 DRAWN CHECKED DO NOT SCALE DRAWINGS FLASHING ATTACHED TO PLYWOOD SHEATHING, INSTALL FLASHING UNDER ICE & WATER SHIELD EXTERIOR PLYWOOD SIDING AS SELECTED BY OWNER INSTALL FLASHING UNDER SHEATHING 21- 8 "x2' -0" LOUVERED ACCESS DOOR SILL FLASHING NEW ROOFING OVER ICE & WATER SHIELD ON 5/8" CDX PLYWD SHEATHING. RUN ROOFING MEMBRANE UP AND OVER TOP OF SHEATHING /FRAMING. TO BE WEATHER TIGHT, FLASH AS REQ'D PROVIDE WEATHER TIGHT SEAL WHERE NEW ROOFING MEETS EXISTING ROOF ICE & WATER SHIELD OVER 5/8" CDX PLYWOOD SHEATHING /t. Tl%T7 / / /� NEW TOWER CAP: STANDING SEAM ROOF, FASCIA, SOFFIT AND TUBE FRAME BY APPLICANT. APPLICANT'S VENDOR IS RESPONSIBLE FOR ALL ARCHITECTURAL DETAILS & STRUCTURAL REINFORCING REQUIRED. N.I.C. 2X P.T. STONE TERMINATION BLOCKING. G.C. TO COORDINATE FLASHING OF BLOCKING WITH OWNER'S REP FOR TOWER CAP. STONECRAFT "HERITAGE - HILL COUNTRY" VENEER OVER WEATHER PROOFING ON 5/8" CDX PLYWOOD SHEATHING. INSTALL PER MANUF. RECOMMENDATIONS WOOD BEAM. SEE STRUCTURAL DRAWINGS PSL BEAM. SEE STRUCTURAL DRAWINGS /8" CDX PLYWOOD SHEATHING OVER 2X FRAMING. SEE STRUCT. DRAWINGS. PROVIDE 2X P.T. BLOCKING AS REQUIRED. PLYWOOD SHEATHING. FACE TO BE INSTALLED FLUSH WITH FACE OF EXIST BRICK SLOPE 1 1 11011111 REMOVE EXISTING BRICK METAL COPING AND BLOCKING AS REQUIRED AT TOWER LOCATION ONLY REMOVE EXISTING BRICK CORBELLING AND REPLACE WITH BRICK SOLDIER COURSE AT TOWER LOCATION ONLY ::L EXIST.MAIN ROOF APPROX. LINE OF EXISTING HIGH SLOPE ROOF AREA. DEMO NOTES: AT HIGH SLOPE AREA (WITH ZERO PARAPET HEIGHT) REMOVE EXISTING ROOFING /SHEATHING TO ALLOW FOR INSTALLATION OF NEW DOG HOUSE ELEMENT. AFTER ROOFING /SHEATHING IS REMOVED G.C. TO VERYIFY IF MAIN ROOF CONTINUES BELOW. EXISTING MAIN ROOF TO REMAIN AS IS. CONTACT ARCHITECT /OWNER IMMEDIATELY IF EXISTING KICKERS WILL INTERFERE WITH INSTALLATION OF DH ELEMENT, MAIN ROOF IS NOT CONTINUED BELOW OR ANY OTHER CONDITIONS THAT WILL INTERFERE WITH INSTALLATION OF DOG HOUSE. SECTION SCALE: 3/4 " =1' -0" EXISTING BEAMS & PURLINS 2x FRAMING w/ EXTERIOR PLYWOOD SIDING (BEYOND). ANCHOR SILS TO ROOF DECK TYP. SEAL PENETRATIONS TYP EXISTING BRICK EXISTING INSULATION TO REMAIN PRIOR TO CONST. VERIY HEIGHT OF EXISTING ROOF DECK/INSULATION DOES NOT INTERFERE WITH PROPOSED LOCATION OF DOG HOUSE ELEMENT EXISTING CMU BLOCK NEW ENTRY CANOPY BY APPLICANT. APPLICANT'S VENDOR IS RESPONSIBLE FOR ALL ARCHITECTURAL DETAILS & STRUCTURAL REINFORCING REQUIRED. N.I.C. _L PROVIDE SMOOTH FACE VENEER AT CANOPY ATTACHMENT LOCATIONS NOTES: 1. CONTRACTOR TO VERIFY & COORDINATE ALL HEIGHTS WITH OWNER PRIOR TO CONSTRUCTION 4 d 4 io STONECRAFT "HERITAGE - HILL COUNTRY" VENEER OVER EXISTING BRICK. INSTALL PER MANUF. RECOMMENDATIONS +I BOTTOM OF CANOPY CC 0 07 ci x w LI- 0 a_ 0 TOP OF RIDGE BEAM 2X P.T. STONE 5/8" CDX PLYWOOD TERMINATION BLOCKING. SHEATHING G.C. TO COORDINATE FLASHING OF BLOCKING WITH APPLICANT'S REP FOR TOWER CAP. STONECRAFT "HERITAGE - HILL COUNTRY" VENEER OVER WEATHER PROOFING ON 5/8" CDX PLYWOOD SHEATHING. INSTALL PER MANUF. RECOMMENDATIONS 2X FRAMING. SEE STRUCTURAL DRAWINGS NEW ROOFING OVER 5/8" CDX PLYWD SHEATHING. RUN ROOFING MEMBRANE UP AND OVER TOP OF SHEATHING /FRAMING & UNDER ICE AND WATER SHIELD TO BE WEATHER TIGHT. FLASH AS REQ'D INSTALL FLASHING BENIN VENEER ICE & WATER SHIELD NEW TOWER CAP: STANDING SEAM ROOF, FASCIA, SOFFIT AND TUBE FRAME BY APPLICANT. APPLICANT'S VENDOR IS RESPONSIBLE FOR ALL ARCHITECTURAL DETAILS & STRUCTURAL REINFORCING REQUIRED. N.I.C. 12 2X P.T. STONE TERMINATION BLOCKING. G.C. TO COORDINATE FLASHING OF BLOCKING WITH APPLICANT'S REP FOR TOWER CAP. 2'- 8 "x2' -0" LOUVERED ACCESS DOOR (BEYOND) 1 5/8" CDX PLYWOOD SHEATHING OVER 2X FRAMING. SEE STRUCT. DRAWINGS. WOOD BEAM. SEE STRUCTURAL DRAWINGS L_ PSL BEAM BEYOND. SEE STRUCTURAL DRAWINGS SECTION SCALE: 3/4 " =1' -0" I -""--------EXISTING BEAMS & PURLINS 2x FRAMING w/ SHEATHING & MEMBRANE. ANCHOR SILLS TO ROOF DECK TYP. SEAL PENETRATIONS TYP 1 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 d City of Tukwila BUILDINf n►IWncinlMM • n . 4 • V7A oot(0 %r Ex PROVIDE BLOCKING AS REQUIRED STONECRAFT "HERITAGE - HILL COUNTRY" VENEER OVER WEATHER PROOFING ON 5/8" CDX PLYWOOD SHEATHING. INSTALL PER MANUF. RECOMMENDATIONS. FACE OF SHEATHING TO BE INSTALLED FLUSH WITH FACE OF EXIST BRICK APPROX LOCATION OF EXISTING KICKER. CONTACT ARCHITECT /OWNER IMMEDIATELY IF EXISTING KICKERS WILL INTERFERE WITH INSTALLATION OF DH ELEMENT. EXISTING INSULATION TO REMAIN PRIOR TO CONST. VERIY HEIGHT OF EXISTING ROOF DECK/INSULATION DOES NOT INTERFERE WITH PROPOSED LOCATION OF DOG HOUSE ELEMENT 1 JUL 2 5; 2012 RECEIVED APR 1.12011 PERMIT CENTER PROHIBITED. w REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. . m CX V W L/) . A HITS t.. APPLEBEE'S REMODEL 17790 SOUTH CENTER PKWY. TUKWILA, WA 98188 REV ISSUED FOR A A A A A A PROJ. No DATE 10- 007.007 03.03.11 DRAWN CHECKED DO NOT SCALE DRAWINGS DESIGN CRITERIA 1. BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE 2. DESIGN LIVE LOADS: DINING ROOMS AND RESTAURANTS 3. WIND LOADS: WALLS (VERTICAL PROJECTED AREA) ROOF (HORIZONTAL PROJECTED AREA) 4. SNOW LOADS: FLAT ROOFS DRIFTING SNOW LOADS EXISTING STRUCTURAL MEMBERS 100 PSF 15 PSF +/- 20 PSF 25 PSF PER ANSI /ASCE 7 -98 SIZE AND CONFIGURATION OF INDICATED EXISTING STRUCTURAL MEMBERS BASED ON ORIGINAL STRUCTURAL DRAWINGS PREPARED BYARIA GROUP ARCHITECTS, INC., DATED DECEMBER 19, 1994. GENERAL REQUIREMENTS 1. DRAWINGS ARE NOT TO BE SCALED IN THE FIELD. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAWN DIMENSIONS. VERIFY ALL DISCREPANCIES, ERRORS OR OMISSIONS WITH ARCHITECT BEFORE PROCEEDING WITH WORK. 2. VERIFY SITE SURVEY AND DIMENSIONS WITH ACTUAL CONDITIONS IN FIELD. VERIFY ANY DISCREPANCIES, CONFLICTING CONDITIONS OR DIMENSIONS WITH ARCHITECT. 3. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE FAMILIAR WITH ALL DRAWINGS FOR THE PROJECT. 4. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL PLANS AND SPECIFICATIONS, VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTIFYING ARCHITECT OF ANY DISCREPANCIES OR CONFLICTS. 5. SUBMIT SHOP DRAWINGS PREPARED BY CONTRACTORS, SUPPLIERS, ETC. FOR REVIEW BY STRUCTURAL ENGINEER FOR CONFORMANCE WITH DESIGN INTENT. DO NOT START WORK WITHOUT SUCH REVIEW. GENERAL CONTRACTOR MUST REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO STRUCTURAL ENGINEER. STRUCTURAL ENGINEER WILL RETURN ONE PAPER AND ONE REPRODUCIBLE COPY AFTER REVIEW. 6. GENERAL CONTRACTOR MUST CHECK WITH ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, ELECTRICAL AND OTHER DISCIPLINES FOR THE SIZE AND LOCATION OF OPENINGS, SLEEVES, CHASES, CONDUITS, DEPRESSED AREAS, FLOOR FINISH FILLS, ANCHORS, HANGERS, CURBS, EQUIPMENT SUPPORTS, INSERTS, CONCRETE PADS AND OTHER MISCELLANEOUS ITEMS CONNECTED WITH CONCRETE CONSTRUCTION BEFORE PLACING CONCRETE. 7. CONTRACTORS TO ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS AND BY PERIODIC OBSERVATION OF CONSTRUCTION, FOR THE FOLLOWING: A. COMPLIANCE WITH CONTRACT DOCUMENTS. B. DIMENSIONS TO BE CONFIRMED AND CORRELATED ON THE JOB SITE BETWEEN INDIVIDUAL DRAWINGS OR SETS OF DRAWINGS. C. FABRICATION PROCESS AND CONSTRUCTION TECHNIQUES (INCLUDING EXCAVATION, SHORING, SCAFFOLDING, BRACING, ERECTION, FORM WORK, ETC.). D. WORK OF THE CONTRACTOR AND THE VARIOUS TRADES. E. SAFE CONDITIONS AT THE JOB SITE. 8. ALL MATERIAL DESIGN AND CONSTRUCTION MUST CONFORM TO ALL STATE AND LOCAL BUILDING CODES AND REGULATIONS. 9. SECTIONS, DETAILS AND NOTES ARE INTENDED TO APPLY TO SIMILAR SITUATIONS/ CONDITIONS ELSEWHERE. 10. PROVIDE TEMPORARY SHORING AND SUPPORT AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY DURING EXECUTION OF THE WORK. 11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 12. PROVIDE THE ARCHITECT ACCESS TO THE WORK IN PREPARATION OR PROGRESS, WHEREVER LOCATED. 13. DESIGN REQUIREMENTS SHALL BE FOLLOWED ENTIRELY REGARDLESS OF WHETHER THEY ARE GIVEN BY BOTH THE SPECIFICATION AND DRAWINGS OR BY EITHER ONE ONLY. WHERE COMPLIANCE WITH TWO OR MORE STANDARDS IS SPECIFIED, AND WHERE THESE STANDARDS ESTABLISH DIFFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS, THE MOST STRINGENT REQUIREMENTS ARE TO BE FOLLOWED. 14. DESIGN, PROVIDE, INSTALL AND MAINTAIN ALL UNDERPINNING, SHORING, BRACING, ETC. AS MAY BE REQUIRED FOR THE SUPPORT AND PROTECTION OF SURROUNDING EXISTING PROPERTY, BUILDINGS, UTILITIES, UTILITY EQUIPMENT, ETC. THE COST OF THIS WORK IS INCIDENTAL TO THE CONTRACT. SAWN LUMBER 1. ALL GRADES OF LUMBER ARE TO BE RATED BY THE SOUTHERN PINE INSPECTION BUREAU (SPIB), OR THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). LUMBER GRADES ARE TO BE AS FOLLOWS, WITH A MAXIMUM MOISTURE CONTENT OF 19 %: x SOUTHERN PINE NO. 2 x DOUGLAS FIR -LARCH NO. 1 x HEM -FIR NO. 1 2. PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING ON WOOD. 3. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. 4. MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS IS TO BE IN ACCORDANCE WITH THE LOCAL BUILDING CODE, IF NO OTHER CRITERIA IS GIVEN. 5. CONNECTORS SHOWN ON DETAILS ARE MANUFACTURED BY SIMPSON. WRITTEN APPROVAL BY ENGINEER PRIOR TO CONSTRUCTION IS REQUIRED FOR ANY SUBSTITUTIONS. PLYWOOD SHEATHING 1. ROOF SHEATHING: 5/8" (NOMINAL) C -DX APA EXPOSURE 1, 32/16 WITH 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. PROVIDE ONE PANEL EDGE CLIP PER SPAN. 2. WALL SHEATHING: 1/2" (NOMINAL) APA RATED STRUCTURAL I SHEATHING. 3. FASTEN ALL PLYWOOD SHEATHING WITH 10d NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. (UNLESS NOTED OTHERWISE) PARALLEL STRAND LUMBER (PSL) 1. ALL PSL's ARE TO HAVE THE FOLLOWING MINIMUM STRUCTURAL PROPERTIES: Fb = 2900 psi Fv = 290 psi Fc = 650 psi (PERPENDICULAR) Fc = 2900 psi (PARALLEL) E = 2,000,000 psi 3. MANUFACTURED BY TRUS JOIST MACMILLAN. ANY SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ARCHITECT /ENGINEER PRIOR TO CONSTRUCTION. 4. PROVIDE STANDARD CUT WASHER FOR ALL BOLT HEADS AND NUTS BEARING ON WOOD. 5. PRESSURE TREAT ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY. STRUCTURAL STEEL 1. ALL DETAILING, FABRICATION AND ERECTION OF STRUCTURAL STEEL IS TO CONFORM TO AISC SPECIFICATIONS AND CODES. 2. PROVIDE STRUCTURAL STEEL AS FOLLOWS: ALL OTHER STEEL ASTM A36 3. ALL STRUCTURAL STEEL IS TO BE STRAIGHT AND FREE OT TWIST. 4. ALL BOLTS, NUTS AND WASHERS ARE TO CONFORM WITH THE REQUIREMENTS OF ASTM A325 OR A490. 5. UNLESS NOTED ON THE CONTRACT DRAWINGS, ALL CONNECTIONS ARE TO BE DESIGNED AND DETAILED BY THE FABRICATOR, USING RATIONAL ENGINEERING DESIGN AND STANDARD PRACTICE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE GENERAL DETAILS SHOWN ON THE DRAWINGS ARE CONCEPTUAL ONLY AND, UNLESS SPECIFICALLY NOTED, DO NOT INDICATE REQUIRED NUMBER OF BOLTS OR WELD SIZES. 6. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED MISCELLANEOUS METAL BRACKETS, SUPPORTS, BRACES, ETC. NOT INDICATED ON THE STRUCTURAL DRAWINGS. 7. ALL WELDING ELECTRODES ARE TO BE E70XX. 8. ALL WELDING WORK IS TO CONFORM TO THE AWS D1.1 STRUCTURAL WELDING CODE, LATEST EDITION, AND IS TO BE PERFORMED BY AWS CERTIFIED WELDERS. 9. THE CONTRACTOR IS TO SUBMIT DETAILED, ENGINEERED, COORDINATED, AND CHECKED SHOP DRAWINGS FOR ALL STRUCTURAL STEEL TO THE ARCHITECT /ENGINEER TO REVIEW FOR COMPLIANCE WITH THE DESIGN INTENT PRIOR TO THE START OF FABRICATION AND /OR ERECTION. 10. MINIMUM FILLET WELD SIZE IS TO COMPLY WITH THE AISC REQUIREMENTS, BUT IS NOT TO BE LESS THAN 3/16 INCH, UNLESS NOTED OTHERWISE. 11. SHOP AND FIELD TESTING AND INSPECTION OF STRUCTURAL STEEL FABRICATION AND ERECTION WORK, INCLUDING WELDED AND BOLTED CONNECTIONS, ARE REQUIRED AS INDICATED IN THE SPECIFICATION. 12. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES, ESPECIALLY WITH RELATION TO TEMPERATURE DIFFERENTIAL, ERECTION TOLERANCES, AND WITH RESPECT TO STRUCTURAL STEEL FRAMING INTO BEAMS, COLUMNS, OR WALLS. 13. AFTER FABRICATION, ALL STEEL IS TO BE CLEANED OF ALL RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS. PRIMING IS REQUIRED FOR ALL STRUCTURAL STEEL, EXCEPT IN AREAS TO BE FIREPROOFED. 14. THERE IS TO BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS, FOR THE WORK OF OTHER TRADES, WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT /ENGINEER. 15. ALL ERECTION PROCEDURES, CONNECTION DESIGNS AND CALCULATIONS ARE TO BE PREPARED AND SEALED BY THE CONTRACTOR'S QUALIFIED STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. ANY REVIEW OF SUCH CALCULATIONS AND/ OR DRAWINGS BY THE ARCHITECT /ENGINEER WILL BE SOLELY LIMITED TO ANY EFFECTS ON THE INTEGRITY OF THE PERMANENT, PRIMARY STRUCTURE. Si KEYPLAN SCHEMATIC NOTE 2 BELOW I I I I I 1 1 1 COORD. WITH ARCH. EXISTING W8x18 COORD. WITH ARCH. 18' -0" PARTIAL MAIN ROOF FRAMING PLAN SCALE: 1/4 " =1' -0 NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. EXISTING WOOD DECKING BELOW. 3. % / //. INDICATES 2x4 AT 16" O.C. MAXIMUM LOAD- BEARING STUDWALL. ALIGN STUDS BELOW WOOD JOISTS ABOVE. PROVIDE 2 -2x4 STUDS MINIMUM BELOW ALL BEAM AND HEADER BEARING LOCATIONS U.N.O. SEE GENERAL STRUCTURAL NOTES FOR SHEATHING REQUIREMENTS. 2 -2 6 HEADER / BELOW 1 SEE 8/S2/ Aft NOTE 2 (TYP.) rplr S2 L_ NOTE 3 3 UPPER ROOF FRAMING PLAN S1 I SCALE: 1/4" =1' -0 NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. ROOF SHEATHING. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 3. 2x6 ROOF JOISTS AND 2x6 CEILING JOISTS AT 16" O.C. 52 1 SELF - SPANNING STEEL TOWER CAP CAPABLE OF RESISTING ALL INDICATED DESIGN LOADS (250# MAXIMUM SELF - WEIGHT) I� REVIEWED Fp CODE COMPLIANCE APPROVED APR29 2011 Cityof Nay' RI III num nnng JUL 252012 N- 001(e RECEIVED APR 11 2011 PERMIT CENTER REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. SSH ELLSTRUCTURES 0 J Structural Engineers 16 S. Stone Avenue LaGrange Illinois tel 708.352.0359 fax 708.352.1913 E 8 cn v) 0 APPLEBEE'S REMODEL 17790 SOUTH CENTER PKWY. REV ISSUED FOR A A A A PROJ. No DATE 10- 007.007 03.03.11 DRAWN CHECKED S1 DO NOT SCALE DRAWINGS 1. ■...■... ry )11 0 it i. vor ....,K5,41.)%.11.7.4 ...7,Y COORD. WITH ARCH. EXISTING W8x18 COORD. WITH ARCH. 18' -0" PARTIAL MAIN ROOF FRAMING PLAN SCALE: 1/4 " =1' -0 NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. EXISTING WOOD DECKING BELOW. 3. % / //. INDICATES 2x4 AT 16" O.C. MAXIMUM LOAD- BEARING STUDWALL. ALIGN STUDS BELOW WOOD JOISTS ABOVE. PROVIDE 2 -2x4 STUDS MINIMUM BELOW ALL BEAM AND HEADER BEARING LOCATIONS U.N.O. SEE GENERAL STRUCTURAL NOTES FOR SHEATHING REQUIREMENTS. 2 -2 6 HEADER / BELOW 1 SEE 8/S2/ Aft NOTE 2 (TYP.) rplr S2 L_ NOTE 3 3 UPPER ROOF FRAMING PLAN S1 I SCALE: 1/4" =1' -0 NOTES: 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 2. ROOF SHEATHING. SEE GENERAL STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 3. 2x6 ROOF JOISTS AND 2x6 CEILING JOISTS AT 16" O.C. 52 1 SELF - SPANNING STEEL TOWER CAP CAPABLE OF RESISTING ALL INDICATED DESIGN LOADS (250# MAXIMUM SELF - WEIGHT) I� REVIEWED Fp CODE COMPLIANCE APPROVED APR29 2011 Cityof Nay' RI III num nnng JUL 252012 N- 001(e RECEIVED APR 11 2011 PERMIT CENTER REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. SSH ELLSTRUCTURES 0 J Structural Engineers 16 S. Stone Avenue LaGrange Illinois tel 708.352.0359 fax 708.352.1913 E 8 cn v) 0 APPLEBEE'S REMODEL 17790 SOUTH CENTER PKWY. REV ISSUED FOR A A A A PROJ. No DATE 10- 007.007 03.03.11 DRAWN CHECKED S1 DO NOT SCALE DRAWINGS SHEATHING SEE PLAN SIMPSON TS9 TWIST STRAP EACH SIDE OF PSL BEAM fL BEAM, WALL B/ BEAM EL. SEE ARCH. EXISTING GLULAM BEAM WOOD STUD WALL BEARING AT WOOD BEAM BEARING AT PSL BEAM WOOD STUD WALL SEE PLAN WOOD BEAM SEE PLAN PSL BEAM SEE PLAN EXISTING WOOD DECKING SPAN DIRECTION VARIES SEE PLAN S2 / SCALE: 3/4"=11-0 SHEATHING (TYP.) SEE PLAN TOWER CAP SEE ARCH. 5 -8d NAILS WOOD BLOCKING AS REQUIRED SEE ARCH. NEW VENEER SEE ARCH. EXISTING VENEER SEE ARCH. EXISTING MASONRY WALL SEE PLAN RE: 2/S1, 21S2, 3 /S2 WOOD JOIST SEE PLAN SIMPSON H2.5 HURRICANE TIE AT 32" O.C. WOOD STUD WALL SEE PLAN SIMPSON H2A HOLDOWN WITH 5/8"0 HILTI KWIKBOLT 3 EXPANSION ANCHOR AT CORNER STUD CONT. 2x4 WITH 1/2"0x3" EMBED. EXP. ANCHORS AT 32" O.C. WOOD JOIST BEARING AT EXISTING MASONRY WALL SCALE: 3/4 " =1' -0 RE: 2 /S1, 3 /S1 TOWER CAP SEE ARCH. SEE 1/S2 FOR REMAINDER WALL SHEATHING (TYP.) SEE PLAN WOOD JOIST SEE PLAN WOOD STUD WALL SEE PLAN WOOD JOIST PARALLEL TO WOOD STUD WALL S2 / SCALE: 3/4 " =1' -0 EXISTING CMU WALL SEE PLAN 1/2 "x6 "x1' -0" PLATE WITH 2-1/2"0 HILTI HLC SLEEVE ANCHORS (8" SPACING) SHEATHING (TYP.) SEE PLAN TOWER CAP SEE ARCH. 5 -8d NAILS WOOD STUD WALL SEE PLAN WALL SEE 1/S2 FOR REMAINDER 3 '\ WOOD JOIST BEARING AT WOOD STUD WALL WOOD JOIST SEE PLAN SIMPSON H2.5 HURRICANE TIE AT 32" O.C. RE: 3/S1 S2 / SCALE: 3/4"=1'-0 WOOD BEAM SEE PLAN T/ BEAM EL. SEE ARCH. 1/4 "x3" MIN. BRG. STEEL SADDLE WITH 1 -1/2 "0 THRU BOLT WOOD BEAM BEARING AT EXISTING CMU WALL SCALE: 3/4 " =1' -0 RE: 2/S1 1/4 "x3" MIN. BRG. STEEL SADDLE WITH 1-1/2"0 THRU BOLT • PSL BEAM SEE PLAN PLAN DETAIL AT PSL BEAM BEARING AT EXISTING CMU WALL RE: 3/S1 1/2 "x12 "x1' -0" STEEL PLATE WITH 4-1/2"0 HILTI HLC SLEEVE ANCHORS (8" SPACING) EXISTING MASONRY WALL SCALE: 3/4 " =1' -0 RE: 2 /S1 TOWER CAP SEE ARCH. WOOD BLOCKING AS REQUIRED SEE ARCH. NEW VENEER SEE ARCH. EXISTING VENEER SEE ARCH. SHEATHING (TYP.) SEE PLAN WOOD JOIST SEE PLAN WOOD STUD WALL SEE PLAN SIMPSON H2A HOLDOWN WITH 5/8"0 HILTI KWIKBOLT 3 EXPANSION ANCHOR AT END STUDS CONT. 2x4 WITH 1/2"0x3" EMBED. HILTI KWIKBOLT 3 EXPANSION ANCHORS AT 32" O.C. EXISTING MASONRY WALL SEE PLAN WOOD STUD WALL BEARING AT EXISTING MASONRY WALL SCALE: 314 " =1' -0 RE: 2 /S1, 3/S1 SHEATHING SEE PLAN WOOD HEADER SEE PLAN WOOD HEADER AT STUD WALL STUD WALL SEE PLAN 1/2" PLYWOOD FILLER AS REQUIRED ab B /HEADER EL. SEE ARCH. SCALE: 3/4 " =1' -0" RE: 3 /S1 EVIFI� FOR N �D -� -�- .. � CODE C MPLIgNCE APPROVED AR2 Qtyof Tukwila BUILDIAin ntinQInnu JUL 2 5, 2012 OlLe RECEIVED APR 112011 PERMIT CENTER REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. SSH LLSTRUCTURES 0 Structural Engineers 16 S. Stone Avenue LaGrange Illinois tel 708.352.0359 fax 708.352.1913 APPLEBEE'S REMODEL 17790 SOUTH CENTER PKWY. REV ISSUED FOR PROJ. No DATE 10- 007.007 03.03.11 DRAWN CHECKED S2 DO NOT SCALE DRAWINGS