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Home My WebLink AboutPermit PL11-009 - APPLEBEES RESTAURANT - DESIGN REVIEWAPPLEBEES 17790 SOUTHCENTER PKWY PLI 1-009 LII-015 MODIFICATION TO DESIGN REVIEW City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director MEMORANDUM To: L11-015, File From: Stacy MacGregor, Assistant Planner Re: Applebee's modification to minor modification to DR approval Date: November 16, 2011 Applebee's applied for and received minor modification to design review under file L11-015. At the building permit stage, the elevations submitted were further modified from the approved minor modification decision. See permit D11-096. A copy of these plans are attached, dated 11-7-2011. The proposed changes from the design review decision include the addition of brick columns flanking both sides of the entry and an extension of the parapet to even out the roofline in places. The brick material proposed is the same material currently used on the building. These minor changes are approved and should be considered a part of the approved design review decision. SM Page 1 of 1 11/16/2011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director File Number: Applicant: Type of Permit Applied for: Project Description: Location: Associated Files: Comprehensive Plan Designation/Zoning District: SEPA Determination: Notice of Decision and Staff Report Minor Modification to Design Review April 22, 2011 L11-015 Patrick Eulberg Minor Modification to Design Review Update the facade of an existing Applebee's restaurant 17790 Southcenter Parkway PL11-009-Project file, L97-0063 Land Use File for Parkway Supercenter Tukwila Urban Center (TUC) Exempt Background The Board of Architectural Review (BAR) approved the design of the Parkway Supercenter shopping center. The applicant plans to remodel the exterior facade of an existing restaurant on a pad site at this location. The existing pad site consists of a Sleep Country retail store and an Applebee's Restaurant. The Applebee's restaurant is the subject of this design review. This application represents changes to the facade of the building and ensures the requested changes comply with the BAR review criteria. Request The following changes to the exterior are subject to BAR Design Review criteria: A. A tower feature, clad in stone veneer with a metal seam roof, will be added to both sides of the existing corner entrance. B. New awnings and light fixtures will replace existing awnings and fixtures. C. New signage is proposed for the building. Review Criteria Tukwila Municipal Code 18.60.050 Design Review Criteria is divided into five sections. For the proposed modifications to the design, the following criteria have been highlighted due to their relationship to the proposed changes. Comments regarding the current submittal have been made as they relate to the relevant criteria. 1. Relationship of Structure to Site. No changes are proposed. 2. Relationship of Structure and Site to adjoining area. SM Page 1 of 4 04/21/2011 C:\Temp\XPGrpW ise\B ARmodificationstaffreport.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 No changes are proposed. 3. Landscaping and Site Treatment No changes are proposed. 4. Building Design (a) Architectural style is not restricted; evaluation of a project should be based on quality of its design and relationship to its surroundings; (b) Buildings should be to appropriate scale and in harmony with permanent neighboring developments; (c) Building components such as windows, doors, eaves, and parapets should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure; (d) Colors should be harmonious, with bright or brilliant colors used only for accent. (e) Mechanical equipment or other utility hardware on roof ground or buildings should be screened from view. (f) Exterior lighting should be part of the architectural concept. Fixtures, standards, and all exposed accessories should be harmonious with building design; (g) Monotony of design in single or multiple building projects should be avoided. Variant of detail, form and siting should be used to provide visual interest. A. A tower feature, clad in stone veneer with a metal seam roof, will be added to both sides of the existing corner entrance. The applicant is proposing to create a tower element over the southwest restaurant entrance. The tower feature is at the corner of the building and extends to twenty-two feet in height. This represents an increase in five feet over the existing entrance and two feet taller than the highest portion of the existing parapet walls. The new entrance tower will be clad in a stone veneer. Above the entrance doors, a projecting metal canopy extends three feet and wraps around the corner. This canopy and the roof over the addition is a metal in a dark red color that matches the color of the proposed awnings on the building. Flush under -mount lighting and speakers will be placed within the canopy. Currently, the building has a projecting canvas canopy on both sides of the corner entrance. Discussion Creating an entrance tower that is the tallest point of the building draws attention to the entrance. The existing facade is primarily red brick with beige brick accents. The use of a stone veneer introduces a new surface onto the facade. Ideally, this surface would be replicated elsewhere on the building however, the stone veneer does not detract from the building and the use of a different material draws attention to the entrance. The addition of a metal roof introduces metal accents to the building. These accents are replicated on the proposed canopy and the awnings. The red of the metal roof is also used in the brand signs and canopies. The new canopy over the entrance provides weather protection to customers and adds additional modulation to the facade. B. New awnings and light fixtures will replace existing awnings and fixtures. This application proposes to replace six large canvas awnings over their windows and a canvas awning over the employee entrance. The new proposed awnings will be powder -coated metal awnings in a deep red color with exposed black aluminum frames. The awnings will have two rows of front lighting. A graphic of the restaurant's apple logo is painted on the awning. New exteriors light fixtures replace the existing fixtures on the building over the awnings and entrances. Discussion The use of metal and exposed frames is a contemporary design and reflects an updated style to replace the existing canvas awnings. The red color of the proposed awnings is repeated on the roof of the new entrance and in the red apple logo of the corporate signage. The awnings are printed with the Applebee's apple logo. The use of the logo qualifies as a sign under the city's sign code and exceeds the allowable signage on the site. The lighting fixture proposed has an updated, energy efficient bronze finish with a tea -stained globe. SM Page 2 of 4 04/21/2011 C:\Temp\XPGrpW ise\BARmodificationstaffreport.doc 5. Miscellaneous Structures and Street Furniture (a) Miscellaneous structures and street future should be designed to be part of the architect component of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings and proportions should be to scale; (b) Lighting in conjunction with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. C. New signage is proposed for the building. While a sign permit has not yet been applied for, the plans submitted for minor modification show revisions to the existing signage on the building. An updating of the principal signage "Applebee's Neighborhood Grill and Bar" is shown on both facades. Underneath the entrance canopy, two signs that say "Welcome Back" are shown. On each of the seven awnings, a portion of the Applebee's apple logo is printed on the canopy. The three windows on the south awning are shown etched or with a graphic applied that says "Applebee's Neighborhood Grill and Bar". It is not clear if this graphic is new or existing. Discussion For design review, signs will be reviewed according to the stated criteria and if they are allowed under the sign code. The final approved dimensions of the proposed signage will be reviewed under a sign permit application. The allowed sign area is according to the table in Tukwila Municipal Code Chapter 19.20.050A5 available at http://216.190.24.19/weblink8/1/doc/17227/Electronic.aspx. The size of the sign will be calculated to include the "blank spaces" between the words as if one right-angled polygon has been drawn around the entire sign. The sign code allows one wall sign on each wall face that contains an exterior public entrance. Therefore, two wall signs are permitted, one on the south and one on the west face. The apple graphic and the words "Applebee's Neighborhood Grill and Bar" will count as one sign if the sign area can be contained within one right-angled polygon. The apple graphic on the awning signs exceeds the number of allowed signs on the south and west facades. The "Welcome Back" sign meets the definition of an under -canopy sign according to 19.20.050F. These signs are allowed over the two entrances provided they are up to 3 square feet in size. The apple graphic on the awnings meets the definition of a sign. Only one sign is allowed per wall face with an exterior public entrance, therefore these signs will exceed the sign allowance and will not be permitted. A "Carside To Go" neon sign is not shown on the application but is currently located on the west side of the building. This sign exceeds the allowed number of wall signs and will not be permitted. Window graphics are shown in the design review application. Window graphics are permitted according to the criteria of TMC 19.20.050 F3. Additional information will need to be provided with the sign permit application, however, it appears that these signs will meet the criteria and will be permitted. A sign permit is necessary to install new signage and make changes to existing signage. Submit a sign permit application that addresses the issues raised in this decision and detailed under Next Steps below. Conclusion The proposed revisions to the design of the Applebee's restaurant are considered minor modifications as permitted under TMC 18.60.030(E) and subject to the City's Sign Code. This request for minor modification to the design review approval is approved. Staff's Recommendations Approve the application for minor modification to the design review approval of the Parkway Supercenter shopping center (L97-0063). SM Page 3 of 4 04/21/2011 C:\Temp\XPGrp W ise\BARmodificationstaffreport.doc Appeal Process This.decision is a Type 1 decision that may be appealed to the City's Hearing Examiner. The Permit Application Types and Procedures chapter of the City's Zoning Code, Classification of Project Permit Applications section (18104.010(B), outlines the authorization and process for appeal. If you have any questions, you can contact Stacy MacGregor at 206-433-7166. Next Steps 1. Revise D10-159 to show the following: o Apply for a building permit that reflects the proposal for this design review decision while amending the proposed signs to meet the Sign Code requirements. 2. Submit an application for a sign permit; in the application, reference this file number and address the following: o Provide dimensions for the wall signs by enclosing the entire sign in one right-angled polygon, to include blank spaces, and provide dimensions and area. o Include in the sign permit application all of the existing and proposed signs including the window graphics and the "carside to go" neon wall sign. o Provide facade dimensions with your sign permit application so that the allowed sign area can be determined. o Only one wall sign on both the south and the west walls are permitted. Under -canopy signs are permitted over the entrance provided they are no larger than 3 square feet. Window graphics are permitted according to the criteria of TMC 19.20.050F3. Jacace, Director Community Development SM Page 4 of 4 04/21/2011 C:\Temp\XPGrpWise\BARmodificationstaffreport.doc Page 1 of 3 Stacy MacGregor - RE: Applebee's in Tukwila From: "Pat Eulberg" To: "Stacy MacGregor" Date: 04/06/2011 6:58 AM Subject: RE: Applebee's in Tukwila Stacy — We selected this fixture for a couple of reasons: 1) it is nice -looking and solidly -constructed, 2) it is much -more energy efficient than our current fixtures. During the process of designing the updates for our older stores, we have tried to be cognizant of the need for better energy management practices. These lights are part of that effort to reduce our overall electrical usage. Best regards, Pat Eulberg 0) 216-525-2755 F) 216-328-1956 peulberg@appleamerican.com CONFIDENTIALITY NOTICE: This e-mail message is intended only for the person or entity to which it is addressed and may contain confidential and/or privileged material. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply e-mail and destroy all copies of the original message. If you are the intended recipient but do not wish to receive communications through this medium, please so advise the sender immediately. From: Kim Milush Sent: Tuesday, April 05, 2011 4:22 PM To: Stacy MacGregor; Pat Eulberg Subject: RE: Applebee's in Tukwila Stacy: Attached is the cut sheet for the exterior sconces. Please let me know if you have any other questions. Thanks. Kim Milush 216-525-2765 Internal Ext. 1219 file://C:\Temp\XPgrpwise\4D9C0F09tuk-mai16300-po10017833311991D 1\GW 100001.H... 04/06/2011 Page 2 of 3 From: Stacy MacGregor [mailto:smacgregor@ci.tukwila.wa.us] Sent: Tuesday, April 05, 2011 4:10 PM To: Pat Eulberg Cc: Kim Milush Subject: Re: Applebee's in Tukwila Pat or Kim, Can you email me a cut sheet of the proposed exterior lighting (I only need to see the ornamental lighting, the under -mount lighting doesn't need approval for design). Thanks! Stacy MacGregor, Assistant Planner Wed-Thurs-Friday 8:30-3:00 pm 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 APlease consider the environment before printing this e-mail »> <PEULBERGPAPPLEAMERICAN.COM> 03/17/2011 4:44 PM »> Thanks, Stacy. Kim Milush will follow up with you, as I am traveling. Kim will get you everything you need. Pat Sent from my Verizon Wireless BlackBerry From: "Stacy MacGregor" <smacgregor@ci.tukwila.wa.us> Date: Thu, 17 Mar 2011 15:26:05 -0700 To: <peulberg@appleamerican.com> Subject: Applebee's in Tukwila Patrick, I am the planner assigned to your Applebe's Minor Modificaiton in Tukwila Washington. The application is incomplete. The missing item is outlined in the attached letter with the design review criteria included in the attached application. You can email your response to me at this email. Let me know if you have any questions. Regards, Stacy Stacy MacGregor, Assistant Planner Wed-Thurs-Friday 8:30-3:00 pm 206.433.7166 City of Tukwila, 6300 Southcenter Blvd, Tukwila, WA 98188 file://C:\Temp\XPgrpwise\4D9C0F09tuk-mai16300-po 10017833311991D 1\GW } 00001.H... 04/06/2011 (.°21.1)PPL AMERICAN GROUP March 23, 2011 Ms, Stacy MacGregor Assistant Planner City of Tukwila Department of Community Developemnt 6300 Southcenter Blvd., Suite, #100 Tukwila, WA 98188 Via Email RE: Applebee's Restaurant, 17790 Southcenter Parkway, Tukwila, WA 98188 Remodel Dear Stacy: Per our conversation last week, below is a description of the work that will be completed during the remodel of the Applebee's Restaurant in Tukwila, WA. This work is scheduled to begin on Thursday, April 21. As the drawings, dated January 31, 2011, indicate an 8'6" x 9'-8" box will be built and attached to the building on the roof above the two main entrances to the restaurant. We will then at a stone veneer to the southwest corner of the building, including the newly added box, to create a tower entrance to the building, Our sign vendor will install a standing metal seam roof to the newly created tower, new signage and new awnings on the building, We will paint all exterior trim Sherwin Williams #7048, Urbane Bronze. Upon Design Review approval, we will submit our application for the building permit. If you have any questions, please don't hesitate to contact me at 216-525-2765, Thank you. Kim Milush Coordinator, Real Estate krm Apple American Group • 6200 Oak Tree Blvd, Suite 250 • Independence, OH 44131 • 216-525-2765 (03/25/2011) Stacy MacGregor - Appler Tukwila, Remodel Page 1 From: "Kim Milush" <kmilush@appleamerican.com> To: <Smacgregor© ci.tukwila.wa.us> Date: 03/23/2011 2:20 PM Subject: Applebee's Tukwila, Remodel Attachments: doc20110323170809.pdf Stacy: Per our conversation, attached is the letter of description for the Applebee's remodell in Tukwila. If you have any questions, or need any additional information, please don't hesitate to contact me. Thanks. Kim Milush 216-525-2765 Internal Ext. 1219 Original Message From: Color_Kyocera_Printer@appleamerican.com [mailto:Color_Kyocera_Printer@appleamerican.com] Sent: Wednesday, March 23, 2011 5:08 PM To: Kim Milush Subject: Scanned Document Scanned Document City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION Patrick Eulberg 6200 Oak Tree Blvd, Suite 250 Independence, OH 44131 Sent via email to peulberg@appleamerican.com March 17, 2011 RE: Applebee's Restaurant L11-015, PL11-009 Dear Mr. Eulberg, Your application for Applebee's Restaurant design review at 1779 Southcenter Parkway in Tukwila has been found to be complete as of March 23, 2011 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. If you have any questions with this matter you may call me at 206-433-7166 or by email at SMacGregor@ci.tukwila.wa.us. Sincerely, Stacy l\regor Assistant Planner SM Page 1 of 1 03/25/2011 H:\11-015 Applebees Min Mod\L11-015 NOC.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF INCOMPLETE APPLICATION Patrick Eulberg 6200 Oak Tree Blvd, Suite 250 Independence, OH 44131 peulberg @ appleamerican.com RE: Applebee's Restaurant L11-015, PL11-009 Dear Mr. Eulberg, March 17, 2011 Your application for Applebee's Restaurant design review at 1779 Southcenter Parkway in Tukwila has been found to be incomplete. In order to be a complete application, please submit the following: a. A written discussion of your project's consistency with the decision criteria. The application contains the review criteria; please address only those items that are applicable to your proposed changes. You may mail or email your response. Upon receipt of this item, the City will re -review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). If you have any questions with this matter you may contact me at 206-433-7166 or by email at smacgregor@ci.tukwila.wa.us. Sincerely, Signature on file Stacy MacGregor Assistant Planner SM H:\11-015 Applebees Min Mod\111-015 NOIC.doc Page 1 of 1 03/17/2011 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 TO: City of Tukwila Department of Community Development File Numbers L11-015 (PL11-009) LAND USE PERMIT ROUTING FORM Building I❑I Public Works Ell Fire Dept. Project: Applebee's Restaurant Admin Design Review Address: 17790 Southcenter Road Parcel: 262304-9110 Date transmitted: 3/5/2011 Response requested by: 3/18/2011 Staff coordinator: Stacy MacGregor Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede o No c z R a7 p"W 7 G%i✓ 7 /I i7 411js CJ/16 R Jf i Dr o VAIDFf/Ci4£ coMM6c ',' `77/ ) GL e4$517/4 P2F6-4/A44s91 �u ,�� 74 !✓E 4a)N///4 73 l j uE FeoM VIE P> f //!9f 77/ t 'ddo/ill/ - C1,e FIJIVq7ON /V&r419/r rF/,,sro,_ Ce wvo 6 giic)e Plan check date:VZ&// Comments prepared by: Update date: City of Tukwila Department of Community Development File Numbers L11-015 (PL1 1-009) LAND USE PERMIT ROUTING FORM TO: 10 Building Public Works ire Dept. Project: Applebee's Restaurant Admin Design Review Address: 17790 Southcenter Road Parcel: 262304-9110 Date transmitted: 3/5/2011 Response requested by: 3/18/2011 Staff coordinator: Stacy MacGregor Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede NO Coin nn Plan check date: I f , l 1 Comments prepared by: Update date: 5'� TO: City of Tukwila Department of Community DevelREIVED MAR 0 4 2011 TUKWILA PUBLIC WORKS LAND USE PERMIT ROUTING FORM File Numbers L11-015 (PL1 1-009) Building •- ublic Works Fire Dept. Project: Applebee's Restaurant Admin Design Review Address: 17790 Southcenter Rom ' g(A) f. Parcel: 262304-9110 Date transmitted: 3/5/2011 Response requested by: 3/18/2011 Staff coordinator: Stacy MacGregor Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to `satisfy a City requirement. This further review is typically a minimum 60-day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials asneede (1'k)guc tuottk5 PIA5 No 016N-TS . d 3/11/ Plan check date: Comments prepared by: Update date: RECEIVED MAR 0 3 20111 CITY OF TUKWI E otirta Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us ADMINISTRATIVE DESIGN REVIEW APPLICATION FOR STAFF USE ONLY Permits Plus Type P-DR Planner: 3File Number: I _ O 1.1 Application Complete (Date: ) Project File Number: pLI 1 1 _co I Application Incomplete (Date: ) Other File Numbers: L q 7- o0G3, L Id -00/ 4 NAME OF PROJECT/DEVELOPMENT: /ppIc bc.G'S &54-61.44 raft*, 111 i tt e l.J 1 c.o-! k) Ka- rrtoaLt t LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 17-i q o 50u T40—e- Jr-e--k iR D . l 'flt k)I Lv-h t3 4-- LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: PA-re-1Ett- Address: (A 2-bb i3t- a.i re g51-), /nit) Eh t)r e'e-'s d ,14/31 Phone: pR I t0 — 6a5 -- .2.7 65 FAX: a 1 Lo — 5 52 7- 195140 E-mail: Pelt L. t @ Apple/-ncercA4, 6.60/) Signatug: d(Date: Q:\Department Folders\DCD\DCD Common\Forms\Applications, Land Use\2011 Website\Design Review-Administrative-Jan2011.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF ,1 WNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: ss 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its em�pto ees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 1 '191O Jour - e JTEYL 0H-( �4.JF+y Tl t s -w lL l4-t tJ t4- for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at / /bE.P 1bova (city), Oa (state) on FebatWLt1 1 8 , 20 1 v (Print Name) (o ado 16L.✓D.1 (Address) AI(o- 5a5-?1(,S STE `6d ti17)EPErItiEhve.-, oE-( (Phone Number) (Signyture) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE E ON THIS f �." DAY OF AZ:l d , 20 /67 NOTARY PUBLI in d for the State,of Wa,l,ittglon ewe residing at fif j p3/Ji. yn; & u €T, aAin sr&D �A..4.y, C,y ,9 //dl / IZA2 A Sty: HUl My Commission expires on �/ �/y iIrtmv w s 3t.,2e el e GO. Plv (VIimik1oioP. isplees Q:\Department Folders\DCD\DCD Common\Forms\Applications, Land Use\2011 Website\Design Review-Administrative- Jan2011.doc February 4, 2011 Staff will meet with you as needed to help achieve project goals, and formulate a recommendation to the Director. Once all design issues have been resolved we will issue a Notice of Decision. This approval will expire unless construction begins within three years of the decision. COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLIICATION MATERIALS: V ,. 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). J 3. One set of all plans reduced to 8 1/2" by 11" or 11" by 17". i - 4. Application Fee: See Land Use Fee Schedule. * 5 1.4,brr I Hr-G(LA .o4.r 5<-pa-4.a c- cvvri 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). /4 t 6. SEPA Environmental Checklist if required (see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 1�1 7. If the project requires SEPA review: Payment of a $365 notice board fee to Fast Signs Tukwila or Provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). Mailed notice is not required. PROJECT DESCRIPTION AND ANALYSIS: rA /� 8. Concurrency test notices for water, sewer, surface water and traffic unless the project is exempt from SEPA (see SEPA Application Packet). g14' 9. Sewer and water availability letters are required from the provider district if additional plumbing fixtures are proposed and the area is not serviced by the City of Tukwila. Forms are available at the DCD office. /4 A- 10. A written discussion of project consistency with decision criteria. (See Application) 0 fr 11. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines (online at www.ci.tukwila.wa.us/dcd/dcdplan.htm) for additional information. SITE PLAN: / 12 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36". 14 c%u t T,' Kr I. a G-t 1 ise- S 1.1-re— —6 c inl e i n ft-D E i- ri-t E Q:\Department Folders\DCD\DCD Common\Forms\Applications, Land Use\2011 Website\Design Review-Administrative-Jan2011.doc 6 t &'- -roor p• w- Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning /4 A- (b) Existing and proposed building footprints. (c) Dash in required setback distances from all parcel lot lines. (d) Fire access lanes and turn-arounds per Fire Department standards. (e) Parking lots with dimensioned stalls and drive aisles. (f) Loading and service areas. (g) Fences, rockeries and retaining walls with called out colors and materials. (h) Street furniture such as benches and bike racks. (i) Pedestrian connections between the building entrance(s) and the sidewalk/public street. (j) In MDR and HDR zones provide a development coverage calculation (maximum 50%). (k) Show all existing and proposed easements. J(I) Vicinity Map with site location does not have to be to scale. LANDSCAPE PLAN: N A No 1 6 13 (a) If the landscaping will be altered or the existing landscaping does not meet current standards (TMC 18.52) provide a landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN (If the project will affect any sensitive areas): �V � 14 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36". /f A- (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. dk (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. 14 i (d) Existing and proposed building footprints. CIVIL PLANS (If utility or site work is proposed): dK 15 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. ✓ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, Q:\Department Folders\DCD\DCD Common\Forms\Applications, Land Use\2011 Website\Design Review-Administrative-Jan2011.doc Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning �� detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to www.ci.tukwila.wa.us/pubwks/pwpermit.htm#techinfo. (g) Locate the nearest existing hydrant and all proposed hydrants. (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (i) Plan, profile and cross-section for any right-of-way improvements. (j) Show planned access to buildings, driveways, fire access lanes and turn-arounds. OTHER: / 16. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. Maximum size 24" x 36". ^IA" 4, V D 17. Color and materials board accurately representing the proposed project. 6-nl&Lot / 18. A rendering or photo montage showing the project in context is suggested. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). P$4o ras OF Q Enl71-y Cm1 Pcereb t o(4,frri on1 / t/ / 19. Luminaire plan including location and type of street and site lighting if any changes to the existing fixtures are proposed. Include proposed fixture cut sheets, site light levels (foot- candles), and measures to shield adjacent properties from glare. ✓ 20. All existing and proposed signage with sign designs and locations. Q:\Department Folders\DCD\DCD Common\Forms\Applications, Land Use\2011 Website\Design Review-Administrative-Jan2011.doc 7" HI-LITE MFG. CO., INC. 13450 Monte Vista Avenue Chino, California 91710 Telephone: (909) 465-1999 Toll Free: (800) 465-0211 Fax: (909) 465-0907 www.hilitemfg.com 1 5/8" 8 RECEIVED 'MAR 0 3 2011 111130©u•••■•oca:Ii 11113,❑DM■■■■■©❑A1ll i1a❑o■■■■■EnEri:i1 111noo..■■■■nGa:11 11113nma •••mooa:ill 1/2" IIllpoom•■■■•ora:Il 111fl1O ■■■■®o❑a111!. 1111a1❑a®■■■' 00000 000ao 1111l0C1■■■■ 11119G01M■■■ 1111]C©®•l■■ ti 11 11110G®®■■■ Imo— 8 1/4" 9 1/4" Job Name: Type: Quantity: 61/2"� r f• . unciam•■■•inoaail 111110 1111 ❑ 1113 ❑ 111:0 111: ❑ Item Number Globe Wattage Voltage H-898754-B-119-HI Tea Stained Acrylic 42W-CFL 120/277V Material Steel Finish 119 (Bronze) Socket 4-Pin CFL Mounting Wall Mount COMMUNOT`tr DEVELOP1.1Z 4T Stow After C si .ri CHANNEL LETTERS SIGN COMPANY LLC. ACTUALSQ. FT. = 23.63 BOXED SQ. FT. = 39.46 CHANNELLETTERVEW SPECIFICATIONS: ONE (1) SET OF FRONT LIT, PLEX FACE CHANNEL LETTERS AND LOGO ON RACEWAY. ElPROPOSED RIGHT ELEVATION GLINTING CLIPSON 8"DEEP APPLE BNDUIT BETWEEN APPLEAND RACEWAY. PAINTTO MATCH FASCIA. ElSIDE CLVIEW 5" 7" VARIE U ▪ LETTERSECTION ▪ SCALE:NOTTOSCALE IM•12( SPECIFICATIONS: PLEXFAC E C HAN NE L LETTERS 8 LOGO M 0 UNTED ON RACEWAYS. MATERIAL DESCRIPTION M1 ALUMINUMRETURNSANDBACKS,FINISHTO BE DARK BRONZE313. INSIDE OFLETTERS TO BE WHITE. M2 1"DARKBRONZE313JEWEUTETRIM-CAPS. M3 W HITE PLASTIC FACES, L0G0TOHAVETRANSLUCENT VI NYLSAPPLIEO TO FIRSTSURFACE. M4 15 mm6500 WHITE N EONTUBING WITH IN LETTERS 8: LOGO. M5 DOUBLE BACK ELECTRODES WITH U.L. APPROVED ELECTRODE BOOTS AND 15000VOLTGTOWIRE. M6 STANDARDTUBE SUPPORTS. M7 1/4"WEEPHOLESAS REQUIRED. M8 MOUNTING HARDWARE (TYPE DEPENDS ON WALL CONSTRUCTION). M9 1 /2"FLEXCONDUIT, USE SEALTITE IF EXPOSEDTO WEATHER. M10 30M.A.NORMAL POWER FACTOR TRANSFORMERS. NOTE: COLD WEATHER REQUIRE 60 M.A.HIGH POWER FACTOR (120VOLT)TRANSFORMERS. M11 20 AMP DISCONNECT SWITCH. M12 PRIMARY ELECTRICALLEADS.PO WER TO SIGNBYOTHERS. M13 ALUMINUM RACEWAY. FINISH TO MATCH BUILDING. SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. REQUIRED nec CIRCUITSREQUIRED ONE(1)20AMP. (120VOLT) CIRCUITDEDICATED TOSIGN ONLY 3M3630-73 DARKRED ■ ■ ORACAL030 DIGITALLY DARKRED PRINTED ®EXISTING RIGHT ELEVATION 7328WHITE PLASTIC ■ 313DARK 313DARK RACEWAY BRONZE BRONZE SHERWINWILUAMS RETURNS JEWELITE 7047PURPOISE APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type; order quantity; and accuracy of icons, symbols and text (e.g., spelling, capitalization, punctuation). SIGNATURE Proof is approved. Proceed with production of order. LI Proof is approved with corrections. Make corrections as indicated and proceed LI Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. PRINT NAME DATE These plans are the exclusive property of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, is expressly forbidden. In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entailed in creating these plans. SIGN COMPANY LLC. 350Pinh00% Roel, Savannah, TN38972 731-925<418 • Fax 7314262022 800-953.3760• www.doSHnlaam.rel rtVIONTIIIIcou HALO LLILNI: APPLEBEE'S Tukwila, WA TITLE\DESCRIP110N: JOB 0: DATE: 2/18/11 DRAWN BY TAG SHEET 1 OF 1 DRAWING NUMBER: APPROVED BY: FILE: PROJMNT/TGAMEZ/AB/Tukwila SIZE: SCALE: SHEET NUMBER: (*Sign SIGN COMPANY LLC. WELCOME BACK 78" wel.cow .e gacl2! SIGNDETAIL SCALE:1"=1'-0° SPECIFICATIONS: ONE(1) SINGLEFACE,NON-ILLUMINATEDBREAK-FORMEDALUMINUM WALLPANEL. WITH 1/2"THICKCUTOUTWHITEPLASTICLETTERSMOUNTEDFLUSHTOPANEL ■ 7328WHITE CABINETS PLASTIC PMS575C DARKGREEN 3 I PROPOSED FRONT ELEVATION ® EXISTING FRONT ELEVATION SIGNMOUNTINGDETAIL SCALE:NOTTOSCALE 3/4" ALUMINUM CLIPS • NCHOR BOLTS (TAP -CON II) REAK-FORMED ALUMINUM FACE APPROVAL INFORMATION & CONFIRMATION l have reviewed this proof in regard to: sign type; order quantity; and accuracy of icons, symbols and text (e.g., spelling, capitalization, punctuation). SIGNATURE PRINT NAME lj Proof is approved. Proceed with production of order. ij Proof is approved with corrections. Make corrections as indicated and proceed U Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. DATE These plans are the exclusive property of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, is expressly forbidden In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entaled In creating these plans. SIGN COMPANY LLC. 350 Finhook Road, Savannah, TN 38972 731925-4448 • Fax 7319262022 800-9539744 • www.designteam.net k0atam11wn11uaoea ifif LILT I: APPLEBEE'S Tukwila, WA TITLE DESCRIPTION: JOB P. DATE 2/18/11 DRAWN BY: TAG APPROVED BY: O FILE: PROJMNT/TGAMEZ/AB/Tukwila SIZE: SCALE: SHEET 1 OF 1 DRAWING NUMBER: SHEET NUMBER: r.4 13 AWNINGS SIGN COMPANY LLC. 68" 1 AWNING FRONT DETAIL SPECIFICATIONS: INSTALL ALUMINUM TUBE FRAMED AWNINGS. AWNING TO BE COVERED WITH POWDERCOATED METAL TO BE MATTE TIGER DRYLAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT UGHTING. 4 PROPOSED FRONT ELEVATION Ire NOON i/-s IT AWNING SIDE DETAIL 3M3630.73 ORACAL030 DIGITALLY DARKRED DARKRED PRINTED VINYL VINYL TRANS.VINYL WHITE OCOLOR SCNEOULE Awnings should hang 5" over the top of the window and approximately 6-8" below sign or architectural break in building, EXISTING FRONT ELEVATION APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type order quantity; and accuracy of icons, symbols and text (e.g., spelling capitalization, punctuation}. SIGNATURE Proof is approved. Proceed with production of order. U Proof is approved with corrections. Make corrections as indicated and proceed Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. y These plans are the exclusive property of Design Team Sign Company and are the result of the original work of Its employees. They are submitted to your company a for the sole purpose of your consideration of whether to purchase these plans or O L 7 to purchase from Design Team Sign Company a product manufactured according to these plans. Distributor or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar SIGN COMPANY U.C. , to one embodied herein, is expressly forbidden In the event that such exhthition or 159 Pranoex wa, cro, saraaa, it n aa3 construction occurs, Design Team Sign Company expects to be reimbursed $500 731-9254449 •Far 731-926-2022 MOW RIM in compensation for time and effort entailed in creating these plans. 600-953-3744 • www0esi9meam.net LeatR.nanumnoia } APPLEBEE'S Tukwila, WA y TITLE\DESCRIPTION: PRINT NAME DATE FILE PROJMNT/TGAMEZIAB/Tukwila JOB A: DATE: 2/18/11 DRAWN BY. TAG 0 SHEET 1 OF 1 DRAWING NUMBER 0 APPROVED BY: SIZE: SCALE: SHEET NUMBER: 36' i- 6• SEA GULL SPOT LIGHT OTT = FOUR (4) 2 EACH ON THE SIDE AND 2 ON THE FRONT INTERNAL GUTTER SYSTEM WITH VERTICAL SPOUT TO THE GROUND. YELLOW UNE INDICATES GUTTER SYSTEM AND WATER FLOW DIRECTION. GREEN UNE IS PLAN VIEW OF BUILDING C SPENCER 6' CAN UGAT DOWN L(YRINO. E TRELLIS PLAN VIEW 14' 0" 11'0" ENTRY AREA AND SIDES TO HAVE ALUMINUM COVER ON TOP AND BOTTOM. TOP IS REMOVABLE FOR INSTALL AND SERVICE 2in TRELLIS FRONT VIEW g1APPR AL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type, order quantity; and SIGNATURE accuracy of icons, symbols and text (e.g., spelling capitalization, punctuation). PRINT NAME Proof is approved. Proceed with production of order. j Proof is approved with corrections. Make corrections as indicated and proceed Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. I. These plans are the exclusive property of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company 11 lA for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, is expressly forbidden In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entailed in creating these plans. 14' 0 "TOP TO HAVE WHITE LED DOWN UGHTING 16 in 2 in tdrALTHRFAD SIGN SPECIFICATIONS: C CAN UGH!' 1/2' X S. WEDGE STUD ANCHOR © SIDE VIEW OF FRONT COVERED SECTION INSTALL ALUMINUM TRELUS AWNING SYSTEM. TREWS TO BE ALUMINUM TUBE FRAME COVERED WITH 1/8' ALUMINUM. TO HAVE A CONTINUOUS WHITE LED DOWN UGHTING AROUND THE TOP PERIMETER OF AWNING. FRONT SECTION TO HAVE TWO(2) 6° CAN UGHTS FOR DOWN LIGHTING AND INTERNALLY ILLUMINATED WITH FLUORESCENT BULBS. LETTERING TO BE 3/4" CLEAR ACRYUC PUSH THRU WITH FIRST SURFACE VINYL GRAPHICS APPUED. FRAME TO BE PAINTED GLOSS BLACK AND FRONT TO HAVE A POWDER COAT WOOD GRAIN FINISH. THE TOP OF THE AWNING WILL HAVE A SPOUT SYSTEM THAT IS COVERED WITH MESH. AWNING TO HAVE FOUR(4) 6" SPOT LIGHTS ON TOP SIDE OF AWNING(1-EACH ON THE SIDE AND 2- ON THE FRONT) PROPOSED FRONT ELEVATION 21X 16• ALUMINUM TUBE FRAME PAINTED 313 DARK BRONZE WITH WOOD GRAIN ALUMINUM ADHERED TO THE FACE OF BAND. TOP AND BOTTOM TO HAVE BENT ALUMINUM ANGLE PAINTED BLACK DATE UL il SIGN COMPANY LLC. ,llf 350 Finnook Road. Savannah, TN 38372 731-9254448 • Fax 731-926-2022 800-9533744 • www.0esigntaamMel k5500.1.1.11/ITW11aNLL _It',I: APPLEBEE'S Tukwila, WA cs v.c,_ :; cr.,1_= ,rc.nco > n A FILE: PROJMNT/TGAMEZ/AB/Tukwila TITLEIDESCRIPTION: JOB#. DATE: 2/18/11 DRAWN BY: TAG APPROVED BY: O SIZE: 'SCALE: SHEET 1 OF 1 0 0 DRAWING NUMBER: SHEET NUMBER: 162 in 72 91 in Sin LED UGHT _063 ALUMINUM COVERING 4 FRONT VIEW OF ROOF CAP ' WALL EDGE 1- WALL EDGE 120 in -30In COLONIAL RED 411111. 30in STANDING SEAM ROOF 9 in 81in SIGN SPECIFICATIONS: 121n 063 ALUMINUM COVERING ROOF CAP TO BE 1-1/2" X .125 ALUMINUM TUBE FRAME WITH STANDING SEAM UNA CLAD ATTACHED. COLOR TO BE COLONIAL RED. ALL FASCIA AND CEILING TO BE .063 ALUMINUM PAINTED SIDE VIEW OF ROOF CAP TO MATCH COLONIAL RED. f 5 BE INTERNALLY ILLUMINATED WITH FOUR(4) 8" LED DOWN UGHTING. k ATilkis. s ,r r II {; e1 e , s. as APPROVAL INFORMATION & CONFIRMATION in regard 99orderQ accuracy of icons, ymbolsand ert (e.g., spelling, punctuation). SIGNATURE PRINT NAME Proof is approved. Proceed with production of order. ij Proof is approved with corrections. Make corrections as indicated and proceed lj Proof is not approved. Make corrections as indicated and resubmit proof. DATE with production of order. These plans are the exclusive property of Design Team Sign Company and are they • v l; I_I II: Y TITLEIDESCRIPTION: JOB Y: SHEETOF 1 1 result of the original work of its employees. They are submitted to your company for the sole purpose o1 your consideration of whether to purchase these plans or from Design Team Sign Company 1 UL l esl n O ` APPLEBEE'S Tukwila, WA ' DATE: 2/18/11 o DRAWING NUMBER: to purchase a product manufactured according Distribution than ? j to these plans. or exhibition of the plans to anyone other employees of company, or use of these to construct a similar SIGN COMPANY LLC. > DRAWN BY: TAG your plans product - to one embodied herein, is expressly forbidden. h the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 's a.a, so,an, TNsesn oRx R / ; _ 1, =' s,._-I'ru,r,-, _ , _ . ; , ,, , -. > p APPROVED By: SHEET NUMBER: in compensation for time and effort entailed in creating these plans. eoo-ssx a a w w.a ryn eie me ier .raurOM WM u > ` FILE: PROJMNT/TGAMEZ/ABITukwila SIZE: SCALE: l -S1413 CHANNEL LETTERS SIGN COMPANY LLC. ACTUALSQ.FT.=23.63 BOXEDSQ. FT. = 39.46 CHANNEL LETTERVIEW SPECIFICATIONS: ONE (1) SET OF FRONT LIT, PLEX FACE CHANNEL LETTERS AND LOGO ON RACEWAY. ElPROPOSED RIGHT ELEVATION OUNTING CLIPSON 8"OEEP APPLE 0NDU1T BETWEEN APPLEAND RACEWAY. PAINTTO MATCH FASCIA. SIDE CL VIEW SPECIFICATIONS: PLEXFACECHANNELLETTERS&LOGOMOUNTEDONRACEWAYS. MATERIAL DESCRIPTION M1 ALUMINUMRETURNSANDBACKS,FINISHTO BE DARK BRONZE313. INSIDE OFLETTERS TO BE WHITE. M2 1 "DARKBRONZE313JEWELITETRIM-CAPS. M3 W HITE PLASTIC FACES, LOGOTO HAVETRANSLUCENT VI NYLSAPPLIED TO FIRSTSURFACE. M4 15 mm6500 WHITE NEONTU BING WITHIN LETTERS & L000. MS DOUBLE BACK ELECTRODES WITH U.L. APPROVED ELECTRODE BOOTS AND 15000VOLTGTOWIRE. M6 STANDARDTUBE SUPPORTS. M7 1 /4"WEEPHOLESAS REQUIRED. MB MOUNTING HARDWARE (TYPE DEPENDS ON WALL CONSTRUCTION). M9 1 /2"FLEXCONDUFT, USE SEALTITEI F EXPDSEDTO WEATHER. M10 30 M.A. NORMALPOWER FACTOR TRANSFORMERS. NOTE: COLD WEATHER REQUIRED 0 M.A. HIG H POWER FACTOR (120 VOLT) TRANSFORMERS. M11 20 AMR. DISCONNECT SWITCH. M12 PRIMARY ELECTRICAL LEADS.P OWER TOSIGNBY OTHERS. M13 ALUMINUM RACEWAY. FINISH TO MATCH BUILDING. at LETTERSECTION SCALE:NOTTOSCALE SIGN MUST BE GROUNDED IN COMPLIANCE WITH ARTICLE 600 OF THE NATIONAL ELECTRIC CODE. REQUIRED nec CIRCUITSREQUIRED ONE(1)20AMP. (120VOLT) CIRCUITDEDICATED TOSIGNONLY 3M3630-73 DARKRED VINYL ■ II ORACAL030 DIGITALLY 7328WHITE DARKRED PRINTED PLASTIC VINYL TRANS.VINYL FACES ® EXISTING RIGHT ELEVATION ... 313DARK 313DARK RACEWAY BRONZE BRONZE 313DARK RETURNS JEWELITE BRONZE APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type; order quantity; and SIGNATURE accuracy of icons, symbols and teat (e.g., spelling, capitalization, punctuation). lj Proof is approved. Proceed with production of order. LI Proof is approved with corrections. Make corrections as indicated and proceed Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. These plans are the exclusive property of Design Team Sign Company and are the result of the original work of Its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or L i to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product simfar to one embodied herein, is expressly forbidden In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 IA compensation for time and effort entailed in creating these plans. SIGN COMPANY LLC. 350 Pinhook Road, Savannah, TN 38372 791425-444b • Fax MI-926-2022 8009533744 • www.desi9ntmam.na, usm.mwmxupw I; LIEN I APPLEBEE'S Tukwila, WA - __ _ .rc.1 Itr4 FILE PROJMNT/TGAMEZ/AB/Tukwila TITLE \ DESCRIPTION, PRINT NAME DATE JOB 6: i DATE: 2/18/11 DRAWN BY: TAG SHEET 1 OF 1 DRAWING NUMBER: 9 APPROVED BY: SIZE: ISCALE: SHEET NUMBER: (Design WELCOME BACK SIGN COMPANY LLC. 78" wel.cowi.e cc&! SIGNDETAIL ' SCALE:1"=1'-0" SPECIFICATIONS: ONE(1) SINGLE FACE,NON-ILLUMINATEDBREAK-FORMEDALUMINUM WALL PANEL. WITH 1/2°THICKCUTOUTWHITE PLASTIC LETTERSMOUNTEDFLUSH TO PANEL ■ 7328WHITE CABINETS PLASTIC PMS575C DARKGREEN - 1 PROPOSED FRONT ELEVATION ® EXISTING FRONT ELEVATION 2 SIGNMOUNTING DETAIL SCALE: NOTTOSCALE 3/4" ALUMINUM CLIPS NCHOR BOLTS (TAP -CON ID REAK-FORMED ALUMINUM FACE APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type; order quantity; and SIGNATURE accuracy of icons, symbols and text (e.g., spelling, capitalization, punctuation). PRINT NAME Proof is approved. Proceed with production of order. U Proof is approved with corrections. Make corrections as indicated and proceed Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. DATE These plans are the exclusive property of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, is expressly forbidden. ki the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entaied In creating these plans. UL SIGN COMPANY LLC. 359 Pennaok Road, Savannah, TN 36J72 731-9254418 • Fax 731-926-2022 Bp4953370d • wwwdaaipntaam.ndt kSi Ntarli LLr.1116 nOv 0111111.410111 L ILI I: APPLEBEE'S Tukwila, WA TITLE\DESCRIPTION: FILE PROJMNT/TGAMEZ/AB/Tukwila JOB#: DATE: 2/18/11 0 DRAWN BY: TAG SHEET 1 OF 1 DRAWING NUMBER: APPROVED BV: 0 SIZE: SCALE: SHEET NUMBER: AWNINGS SIGN COMPANY LLC. AWNING FRONT . AIL SPECIFICATIONS: I : ALLALUMINUM TUBE FRAMED AWNINGS. AWNNG TO BE COVERED WITH POWDERCOATED METAL TO BE MATTE TIGER DRYIAC RED. AWNINGS TO HAVE TWO ROWS OF FRONT UGHIING Door not shown 4 PROPOSED FRONT ELEVATION 3m METAL APPLE PRINT MATTE BLACK METAL 8 in TIGER DRYLAC C:O, M:97, Y:100, K:50 LIGHT TRACK TIGER DRYLAC 3000 RED 3000 RED FRAME 3 In Ei COLOR SCHEDULE I — NDOWr!-5• DAWNING SIDE DETAIL MEXISTING FRONT ELEVATION APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type; order quantity; and SIGNATURE accuracy of icons, symbols and text (e.g, spelling, capitalization, punctuation). PRINT NAME Proof is approved. Proceed with production of order. Proof is approved with corrections. Make corrections as indicated and proceed with production of order. Proof is not approved. Make corrections as indicated and resubmit proof. DATE These plans are the excbsive property of Design Team Sign Company and are the resuh of the original work of Its employees They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, is expressly forbidden. In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entailed in creating these plans. SIGN COMPANY LLC. , 350 Pl..Rao. Savannah, T N 98372 731-9254.8•50191-920-202 00-9594110• www.designtam.net .06411011 YR U. APPLEBEE'S Tukwila, WA IL TITLEIDESCRIPTION: JOBN: 0000E 1 OF 1 DATE 2/18/11 DRAWN BY: TAG 1 APPROVED BY: O FILE: PROJMNT/TGAMEZ/AB/Tukwila SIZE: I SCALE: DRAWING NUMBER: SHEET NUMBER: (Se n AWNINGS SIGN COMPANY LLC. AWNING FRONT DETAIL SPECIFICATIONS: INSTALL ALUMINUM TUBE FRAMED AWNINGS. AWNING TO BE COVERED WIM POWDERCOATED METAL TO BE MATTE TIGER DRYLAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT LIGHTING. 14 I PROPOSED FRONT ELEVATION M EXISTING FRONT ELEVATION AWNING SIDE DETAIL 3M3630.73 ORACAL030 DIGITALLY DARKRED DARKRED PRIMED VINYL VINYL TRANS.VINYL WHITE METAL MO RED mosso... MCOLOR SOIFDULE 6-8" below sign or architectural break in building, APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type:order quantity; and accuracy of icons, symbols and text (e.9,spelling, capitalization, punctuation). SIGNATURE Proof is approved. Proceed with production of order. Proof is approved with corrections. Make corrections as indicated and proceed U Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. PRINT NAME DATE These plans are the exclusive property of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product simtar to one embodied herein, is expressly forbidden to the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entailed in creating these plans. lataMi 10 0 @ SIGN COMPANY LLC. 350 Pinhook Road, Savannah, TN 3e372 731-9254448 •F 731-9262022 300-953-3744 • www.dea19nteam.net ,L nNKlwl HMIS Aff00.41011 0RR1IIOXAI .ILV APPLEBEE'S Tukwila, WA TITLE IDESCRIPTION: JOB #: DATE: 2/18/11 DRAWN BY: TAG APPROVED BY: v 0 0 FILE: PROJMNT/TGAMEZ/AB/Tukwila SIZE: SCALE: SHEET 1 OF 1 DRAWING NUMBER: SHEET NUMBER: (Design AWNINGS SIGN COMPANY LLC. 96" I' AWNING FRONT DETAIL SPECIFICATIONS: INSTALL ALUMINUM TUBE FRAMEDAWNINGS. AWNING TO BE COVERED WITH POWDERCOATED METALTO BE MATTE TIGER DRYLAC 3000 RED. AWNINGS TO HAVE TWO ROWS OF FRONT LIGHTING. WINDOW ♦/•5• AWNING SIDE DETAIL 3M3630-73 ORACAL030 DIGITALLY WHITE DARKRED DARKRED PRINTED VINYL VINYL TRANS.VINYL METAL NW RED Ell COLOR SCHEDULE Awnings should hang 5" over the top of the window and approximately 6-8" below sign or architectural break in building, 1111 IIit it,I 4 PROPOSED FRONT ELEVATION ❑S EXISTING FRONT ELEVATION APPROVAL INFORMATION & CONFIRMATION Proof is approved. Proceed with production of order. I have reviewed this proof in regard to: sign type- order quantity; and accuracy of icons, symbols and text (e.g., spelling, capitalization, punctuation). Proof is approved with corrections. Make corrections as indicated and proceed with production of order. SIGNATURE LIProof is not approved. Make corrections as indicated and resubmit proof. PRINT NAME DATE These plans are the exclusive properly of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product simiar to one embodied herein, is expressly forbidden in the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entailed in creating these plans. ULLISTED 013 SIGN COMPANY LLC 350 Annaak Road, Savannah, TA 38302 731-925J6<8 • Fax 731.926,2022 800-9.53-3740 • waw.despnlean.nel Lwt8 MI101U L ( ILV APPLEBEE'S Tukwila, WA TITLEIDESCRIPTION: JOB#: DATE: 2/18/11 DRAWN BY: TAG APPROVED BY: 0 4 FILE: PROJMNT/TGAMEZ/AB/Tukwila SIZE: SCALE: 4 SHEET I OF 1 DRAWING NUMBER: SHEET NUMBER: CHANNEL LETTERS SIGN COMPANY LLC. THREE(31PANELSIONLV)REOUIRED RE.USEEXISTINGSUPPORTS. EPROPOSED RIGHT ELEVATION 1'B SICNELEVATION 1'e' .030WHDEALUMINUMPAXELWITHIIGITALLY PRINTEDGRAPNICVULL51.11500.P.1.) APPLIEVORRSTSUARCE. r— VERIFVPHOIIENUMBERPRIOR10 PRINIING.IPUNINEUUMARMEONM) NEMOVEOLDPANELSOSOEEXISTIMG SUPPORTSANDXEUSESUPPONTS FOR XEWPONELS 2❑ SGALEE'A tb' PM51605C PM51395C PMS1815C WHITE CDPY PM5575C PMS349C PAINTED GREEN DARKGREEN BRUSHED ALUMINUM SUPPORT EEXISTING RIGHT ELEVATION APPROVAL INFORMATION & CONFIRMATION I have reviewed this proof in regard to: sign type order quantity; and accuracy of icons, symbols and text (e.g., spelling capitalization, punctuation). SIGNATURE PRINT NAME ij Proof is approved. Proceed with production of order. LI Proof is approved with corrections. Make corrections as indicated and proceed LI Proof is not approved. Make corrections as indicated and resubmit proof. with production of order. DATE These plans are the exclusive properly of Design Team Sign Company and are the result of the original work of its employees. They are submitted to your company for the sole purpose of your consideration of whether to purchase these plans or to purchase from Design Team Sign Company a product manufactured according to these plans. Distribution or exhibition of the plans to anyone other than employees of your company, or use of these plans to construct a product similar to one embodied herein, is expressly forbidden In the event that such exhibition or construction occurs, Design Team Sign Company expects to be reimbursed $500 in compensation for time and effort entaied in creating these plans. SIGN COMPANY LLC. 350 PlMo0A Road, Savannah, TN 38372 731-925<9e8• Fax 731-926-2022 towniumuairs B00-953-37 • w+w.0espnteam.net LUMMOX WIFINMMXLL ,/if C ILV APPLEBEE'S Tukwila, WA TITLE IDESCRIPTION: JOB #: DATE: 2/18/11 O DRAWN BY: TAG APPROVED BY: O FILE: PROJMNT/TGAMEZ/AB/Tukwila SIZE: SCALE: SHEET 1 OF 1 DRAWING NUMBER: SHEET NUMBER: HI-LITE MFG. CO., INC. 13450 Monte Vista Avenue Chino, California 91710 Telephone: (909) 465-1999 Toll Free: (800) 465-0211 Fax: (909) 465-0907 www.hilitemfg.com 1 5/8" 8 1/2" Job Name: Type: Quantity: Item Number Globe Wattage Voltage H-898754-B-119-HI Tea Stained Acrylic 42W-CFL 120/277V Material Steel Finish 119 (Bronze) Socket 4-Pin CFL Mounting Wall Mount plebee's it's a whole new neighborhood. 17790 Southcenter Parkway Tukwila, Washington Proposed Front Elevation Awnings & Roof Cap eaCeionial Red" Stone Ve.neer— Stonecraft, Heritage Exterior Metals "Utbane Bronze" 07 2© 206. „ EXISTING LIGHT FIXTURES AT REAR ELEVATION TO REMAIN REMOVE EXISTING BRICK CORBELLING AS REQUIRED REMOVE EXIST SOLDIER COURSE AS REQUIRED REMOVE IXISTING COPING TO EXTENT INDICATED WEST ELEVATION - DEMOLITION SCALE: 1/4"=1'-0" REMOVE AND RELOCATE EXISTING SIGNAGE REMOVE IXISTING SIGNAGE SAVE ELECTRICAL FOR RE -USE PATCH WALL AS REQUIRED WWIL JW W LJWWIL JW WIL JW WL JWULL JWW1L JWIIILJWWIL JW WIL JWW)L REMOVE IXISTING AWNINGS TYP PATCH WALL AS REQUIRED REMOVE AND RELOCATE EXISTING SIGNAGE REMOVE EXISTING 'GOOSENECK -TYPE LIGHT FIXTURES, TYPICAL, SAVE ELECTRICAL FOR RE -USE. PATCH WALL AS REQUIRED TO MATCH IXIST ADJACENT Bar REMOVE EXISTING BRICK CORBELING/SILL AS REQUIRED REMOVE IXISTING VENEER AS REQUIRED TO ACCOMMODATE NEW PIER TYP. T/ EXIST PARAPET MSRY +19-4' (VIF) 7/ IXIST PARAPET MSRY +18'-0" (VIF) T/ EXIST PARAPET MSRY (VIF) MPU T/ IXIST STOREFRONT di (VIF) T/ EXIST PARAPET MSRY +18-0" (VIF) T/ EXIST PARAPET MSRY +16-8" (VIF) 7/ EXIST FLR SLAB OSOUTH ELEVATION - DEMOLITION SCALE: 1 /4"=1'-0" REMOVE EXISTING VENEER AS REQUIRED TO ACCOMMODATE NEW PIER TYP, REMOVE PORTION OF EXISTING REMOVE AND RELOCATE PARAPET AS REQUIRED TO EXISTING SIGNAGE ACCOMODATE NEW BEAM REMOVE PORTION OF REMOVE EXISTING COPING EXISTING PARAPET TO EXTENT INDICATED REMOVE EXISTING SIGNAGE SAVE ELECTRICAL FOR RE -USE PATCH WALL AS REQUIRED REMOVE EXISTING BRICK CORBELLING AS REQUIRED REMOVE EXIST SOLDIER COURSE AS REQUIRED Grill & Bar REMOVE EXISTING AWNINGS TYP PATCH WALL AS REQUIRED hok REMOVE EXISTING LIGHT FIXTURES SAVE ELECTRICAL FOR RE -USE. PATCH WALL AS REQUIRED TO MATCH IXIST ADJACENT IXIST PARAPET MSRY EXIST PARAPET MSRY +16-8" (VIF) • T/ IXIST STOREFRONT +T-4" (VIF) T/ IXIST FLR SLAB 03 EAST ELEVATION - DEMOLITION SCALE: 1/4"=1'-0" REMOVE IXISTING 'GOOSENECK -TYPE LIGHT FIXTURES, TYPICAL. SAVE ELECTRICAL FOR RE -USE. PATCH WALL AS REQUIRED TO MATCH EXIST ADJACENT EXISTING LIGHT FIXTURES AT REAR ELEVATION TO REMAIN REMOVE IXISTING AWN NGS TYP PATCH WALL AS REQUIRED APPLEBEE'S-EXTERIOR REMODEL 177Qf1 g ni ITI-IC'PMITPR PIC\A/Y AD1 D0 NOT SCALE DRAWINGS Oj WEST ELEVATION SCALE: 1 /4"=1'-0" PAINT EXISTING COPING TYPICAL NEW AWNINGS TYPICAL (NIC) LiWALL SCONCE SEE NOTE NC PAINT EXISTING DOORS AND FRAMES TYP ❑ ❑ ti- NEW PIER W/ BRICK VENEER 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 /// RELOCATED SIGNAGE REPLACE COPING (NIC) / CONNECT 10 EXIST ELEC PROVIDE NEW AS OCCURS pleee ...--. ighborhood Grill WALL SCONCE TYP CONNECT TO EXISTING ELECTRICAL Bar NEW PIER W/ BRICK VENEER FLASH/SEAL AT SILL AS REQUIRED NEW PIER W/ BRICK VENEER PAINT EXISTING DOORS AND FRAMES TYP 1/ TOWER di +23'-8" NEW 'TOWER' ON EXISTING ROOF T/ PARAPET MSRY +19'-4" (VIF) T/ PARAPET MSRY +18'-0" (VIF) STONE VENEER B/ ENTRY CANOPY di +8-8" CANOPY BY OTHERS (NIC) T/ EXIST FLR SLAB di 0-0" T/ TOWER +23'-8" NEW 'TOWER' SIGNAGE BY OTHERS REPLACE PORTION OF PARAPET AS REQUIRED UPON INSTALLATION OF NEW LT GA BEAM, MATCH EXISTING ADJACENT CONSTRUCTION 1/ PARAPET MSRY +18-0" (VIF) T/ EXIST PARAPET MSRY +16-8" (VIF) B/ ENTRY CANOPY +8'-8" T/ EXIST FLR SLAB l 0-0, NEW PIER W/ BRICK OSOUTH ELEVATION VENEER SCALE: 1/4"=1'-0" ON EXISTING ROOF (NIC) MINIM TOOTH -IN NEW BRICK VENEER MATCH EXISTING ADJACENT 15111 REPLACE BRICK VENEER AS REQUIRED TO MATCH EXISTING ADJACENT t111 CANOPY BY OTHERS (NIC) STONE VENEER 1111i 11IIII1L NEW AWNINGS TYPICAL (NIC) RELOCATED SIGNAGE CONNECT TO EXIST ELEC Neighborho IN d, , Ih1 . mow PAINT EXISTING DOORS WELCOME BACK' SIGNAGE ` WALL SCONCE TYP BY OTHERS (NIC) CONNECT TO EXISTING ELECTRICAL AND FRAMES TIP REPLACE BRICK VENEER AS REQUIRED TO MATCH EXISTING ADJACENT EXTEND PARAPET TO TIE-IN / MATCH EXISTING ADJACENT CONSTRUCTION (SHADED AREA APPROX.) VIF REPLACE COPING PROVIDE NEW AS OCCURS IIIIIIL " xn s n• w - =.' I I I . • • . _— • • %Nrry7nil PP,0h?jJ NEW PIER W/ BRICK VENEER PAINT EXISTING COPING TYPICAL 'TOWER' ELEMENT (BEYOND) ACCESS PANEL ® 11111111i1 FLASHING TIP ABUT FINISH TO BACKSIDE OF VENEER W/ CONT SEALANT ONORTH ELEVATION SCALE: 1/4"=1'-0" T/ TOWER di +23'-8" FLASHING TYP PARAPET STEP AND WHERE ABUTTING WALL T/ PARAPET MSRY +19'-4" (VIF) T/ EXIST PARAPET MSRY (VIF) 'TOWER' ELEMENT (BEYOND) FLASHING TYP PARAPET STEP AND WHERE ABUTTING WALL T/ PARAPET MSRY +18-0" (VIP) T/ EXIST PARAPET MSRY +16-8" (VIF) CANOPY (BEYOND) T/ EXIST FLR SLAB 0 EAST ELEVATION SCALE: 1/4"=1'-0" IIIIRNZEZZIA wrceerm irra... NEW AWNINGS TYPICAL (NIC) PAINT EXISTING COPING TYPICAL ❑ ❑ LiWALL SCONCE SEE NOTE NC NEW PIER W/ BRICK '- WALL SCONCE TYP VENEER CONNECT TO EXISTING ELECTRICAL 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 TIP 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. ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS WITHOUT ARCHITECT'S AUTHORIZATION ARE PROHIBITED. GENERAL NOTES ,41. :ALL CONTRACTORS SHALL BE RESPONSIBLE FOR COMPLIANCE OF WORK'WITH APPUCABLE LAWS, CODES, ORDINANCES AND AUTHORITY OF GOVERNING JURISDICTION. 2. IT IS THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR. WHEN PREPARING FOR AND PROCEEDING WITH CONSTRUCTOR 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 RESPONSIBIUTY OF ARCHITECT AND ARCHITECTS CONSULTANTS, AND SHALL BE PERFORMED BY OWNER OR OTHERS. 3. THESE DOCUMENTS SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN THAT SPECFICA LY AUTHORIZED BY THE ARCHITECT. OWNER AND THEIR CONSULTANTS AND SIGNED AND SEALED FOR THE SPECIFIC LOCATION SHOWN. CN THE DRAWINGS AND SEAL THE 23. AFOREMENTIONED PARTIES ASSUME NO RESPONSIBIUTY OR UABIUTY FOR CLAMS 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 DIMENSIONSANDCONDITIONS 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 RENEW DOCUMENTS IN ENTIRETY FOR INFORMATION APPUCABLE TO THEIR PORTION OF WORK. 7. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF APPROVED PERMIT DRAWINGS AND DOCUMENTS ON SI1E 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 AU. 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 W 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 RENEW AND VERIFY LOCATIONS AND CONDITION OF ALL EXITING UTIUIIES AND UTILITIES TO BE PROVIDED FOR THE BUILDING/SPACE(S) BY THE OWNER AND/OR UI1UTY COMPANIES TEMPORARY UTIUTY SERVICES REQUIRED DURING CONSTRUCTOR 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 FIFE -REAMED ASSEMBUES WITHIN AND/OR SURROUNDING THE AREA OF WORK THAT BECOME DISTURBED OR IMPAIRED DURING COURSE OF WORK 14. CEINCIRARONS TROUGH OR REMOVAL d' DOMINO CONCRETE SHALL 8C CLEANLY SAW OUT 0R 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 0R 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 11EM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS AND AS REQUIRED BY APPUCABLE CODES. 18. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION ANDADHERE 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 UNITED TO, CONSTRUCTION MATERIALS, FIXTURES, EQUIPMENT. AND FURNITURE AFTER RECEIPT ON JOB SINE, ANY LOST. STOLEN OR DAMAGED ITEMS SHALL BE REPLACED OR REPAIRED TO ORIGINAL CONDITION AT THE GENERAL CONTRACTOR'S EXPENSE. IT IS ADVISED THAT INC GENERAL CONTRACTOR COORDINATE W/ OWNER AND COMMUNICATE THIS REQUIREMENT TO ALL TRADES AND SUBCONTRACTORS ON SITE 20. IT 15 THE RESPONSIBIUTY CF THE GENERAL CONTRACTOR TO RECEIVE AND UNLOAD PRODUCT AND MATERIALS SUPPUED BY OTHERS AT THE JOB STE 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 RESPONSIBIUTY OF THE GENERAL CONTRACTOR TO REPLACE. RECORD ANY SHORTAGES, DAMAGED OR DEFECTIVE MATERIALS. SAVE ALL PACKING OF DAMAGED PRODUCTS UNTIL CLAIMS ARE FINAU2ED. IMMEDIATELY NOTIFY OWNER OF ANY DAMAGED MATERIALS RECEIVED. DAMAGE CLAIMS FILED W11H THE APPROPRIATE SHIPPING COMPANY SHALL -BE -THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 28. 29. 31. 32. 33. 34. 24. 25. 21. ATTENTION SHALL BE GIVEN TO EXISTING AREAS IN, SURROUNDING OR ADJACENT TO THE PROJECT SPACE. ALL CONSTRUCTOR 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 10 INC SATISFACTION OF THE OWNERS) AT THE EXPENSE OF INC CONTRACTOR PAYMENT MAY BE WITHHELD OTHERWISE 22. CONTRACTORS SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB SITE INCLUDING SAFETY O ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE UNITED TO NORMAL WORKING HOURS. INSTALL SAFETY BARRIERS DURING CONSTRUCTION AS NECFSSARY TO PROTECT THE PUBLIC FROM INJURY IN ACCORDANCE WITH APPLICABLE CODES, HEALTH/SAFETY STANDARDS & GOVERNING JURISDICTIONS. MINIMUM EGRESS REQUIREMENTS SHALL BE MAINTAINED. CORDINAIE SPECIFIC REQUIREMENTS WITH OWNER AND FIRE DEPT. PRIOR TO BEGINNING CONSTRUCTION. WHERE REQUIRED, PROVIDE PROPER TEMPORARY BRACING AND/OR SHORING OF STRUCTURE IN . ACCORDANCE WITH CURRENT ACCEPTED INDUSTRY STANDARDS AND PRACTICES 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 (INDEIANITIES) FROM AND AGAINST ANY AND ALL CLAIMS, DAMAGES. LOSSES. ECONOMIC LOSSES AND EXPENSES, INCLUDING BUT NOT UNITED TO ATTORNEYS FEES, ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE WORK (INCLUDING SPECIFICALLY CLAIMS ARISING UNDER THE IWNOIS STRUCTURAL WORK ACT) PROVIDED 1HAT SUCH CLAIM. LOSS 0R EXPENSE IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH. OR TO INJURY 10 0R 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 THEN OR ANYONE FOR WHOSE ACTS THEY A RELIABLE OCCLUDING ANY PROPORTIONATE AMOUNT O ANY CLAIM, DAMAGE LOSS OR EXPENSE WHICH IS CAUSED BY A PARTY INDEMNIFIED HERE UNDER SUCH OBLIGATOR SHALL NOT BE CONSTRUED TO NEGATE. ABRIDGE OR REDUCE OTHER RIGHTS OR OBUGATIONS 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 THEA OR ANYONE FOR WHOSE ACTS THEY BE UABLE. THE INDEMNIFICATION OBLIGATION UNDER THIS PARAGRAPH SHALL NOT BEUMITED BY A UYITATION ON THE AMOUNT OF TYPE OF DAMAGES, COMPENSATION OR BENEFITS PAYABLE BY OR FOR THE SUBCONTRACTORS UNDER WORKERS OR WORKMAN COMPENSATION ACTS. DISABIUTY BENEFIT ACTS OR OTHER EMPLOYEE BEREFT ACTS 26. CONTRACTORS SHALL CARRY WORKMAN UABIUTY, PROPERTY DAMAGE INSURANCE AND OTHER INSURANCE AS REQUIRED BY THE OWNER. THE OWNER SHALL CARRY GENERAL UABIUTY AND BUILDERS RISK INSURANCE NAMING INC ARCHITECT AND ARCHITECTS CONSULTANTS AS ADDITIONAL INSURED. COPIES O INSURANCE CERTIFICATE SHALL BE DISTRIBUTED TO EACH ENTITY COVERED. LACK OF RECEIVING CERTIFICATE OF COVERAGE DOES NOT REUEVE 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 MTH APPROVED MATERIALS AT THE EXPENSE OF THE GENERAL CONTRACTOR ALL SUBMITTALS SHALL REFLECT ACTUAL FIELD MEASUREMENTS & BEAR CONTRACTOR'S STAMP PRIOR TO SUBMITTAL TO ARCHITECT AND/OR OWNER COMPLETED era IEMS SHALL BE FULLY OPERATIONAL; ACCEPTANCE BY THE OWNER SHALL BE A CONDITION OF THE CONTRACT. GENERAL CONTRACTOR+ c4ALL uw0ADF ' OOTIO, ANAL CILANN, TO 0•NFR'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. 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. 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 REOUWED 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. THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL UNDER SEPARATE PERMIT AS REODIRED. 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 TIE RESPONSIBILITY OF THE RESPECTIVE CONTRACTOR: MODIFICATIONS TO FIRE SUPPRESSION. FIRE/SMOKE ALARM (AS APPUCABLE); EXTERIOR SIGNAGE. CANOPIES/AWNINGS/ROOF CAP. AND ASSOCIATED STRUCTURE; EXILNIOR ELECTRICAL/UGHTNC. ApTp1ebees Neighborhood Grill & Bar 17790 SOUTH CENTER PKWY. TUKWILA, WA 98188 EXTERIOR REMODEL LOCATION MAP DRAWING INDEX SHT No. DESCRIPTION I PERMIT SET ARCHITECTURAL AD1 DEMOLITION EXTERIOR ELEVATIONS • Al ARCHITECTURAL ROOF PLAN ARCHITECTURAL FLOOR PLAN A2 EXTERIOR ELEVATIONS • A3 WALL SECTI9NS STRUCTURAL S1 STRUCTURAL FRAMING PLANS STRUCTURAL DESIGN CRITERIA • 92 STRUCTURAL DETAILS .. CODE DATA STATEMENT OF COMPLIANCE JURISDICTION CITY OF 1UKWILA BUILDING DIVISION 2009 INTERNATIONAL BUILDING CODE 6300 SOUTH CENTER BLVD. 2009 INTERNATIONAL MECHANICAL CODE 1UKWILA, WA 98186 - 2009 INTERNATIONAL FIRE -CODE (206)431-3670 2009 UNIFORM PLUMBING CODE 2008 NATIONAL ELECTRICAL C00E 2006 WASHINGTON STATE ENERGY CODE 2003 ANSI A117.1 GODS UST W/ STATE AMENDMENTS ZONING. REGIONAL COMMERCIAL (EXISTING. NO CHANGE) 114IF & OCCUPANCY CLASSIFICATION A-3 ASSEMBLY (EXISTING, NO CHANGE) TYPE OF CONSTRUCTION V-B EXISTING, NO CHANGE GENERAL DESCRIPTION of IZI - REFINISHING OF PORTIONS OF EXISTING EXILE = -SURFACES ADDITION OF TOWER ELEMENT OVER DUSTING VESTIBULE ROOF/PARAPET (APPROX 385 OU FT) - WORK TO EXTERIOR OF BUILDING ONLY; NO CHANCE TO BUILDING INTERIOR 1 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). ARCHITECT -OF -RECORD • EXPIRES 12/18/12 RECENED w(p3 20111 U MfAVNnT 0 m s cc 0 a 2 O a 0 a IA w 2 0 a 0 0 3 2 3 2 0 0 V 0 4 U 0 U 0 0 CC w a O. rc 3 OCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH 2 0 2 U 2 N K .N S 0 cc 0 45 0 0 W N 2 0 REMOVE BESTING UGLY FEMME AND ASSOCIATED ELECTRICAL PATCH WALL AS REQUIRED REATIVE DUSTING AWNNGS. PATCH WALLAS REQUIRED OEAST ELEVATION - DEMO SCALE: 1/4`=1'-0" REMOVE DUSTING LSNM EKfURE AND ASSOCIATED ELECTRICAL PATCH WALLAS PEONIES) mar F = E:Pd'L"' REMOVE EXSRNG - AWMNGS. PATCH WALLASREOUND REMOVE EOSTINGLSM MIME SAVE ELECTRICAL FOR RE -USE REMOVE DUSTING AWNINGS. PATCH WALLAS REQUIRED REMOVE EXISTING AMIN. PATCH WALLAS REDURED EXISTING LSHf FDIIIIgfS T01®MNi DUSTING BRICK TO REMNN. TYPICAL REMOVE EXISTING LOHT - RIXRNE. SAVE ELECTRICAL FOR REUSE. REMOVE EXISTING EMT FIXTURE AND ASSOCIATED ELECTRICAL PATCH WAIL AS REQUIRED REMOVE FASTING AWNINGS PATCH WALLAS REQUIRED OSOUTH ELEVATION - DEMO SCALE: 1/4"=1'-O" Aye stn. REMOVE AND RELOCATE — EOSING SIGNAGE. -I REMOVE EOSRNG UGM FIXTURE AND ASSOCIATED ELECTRICAL PATCH WALLAS REQUIRED REMOVE MINE STORAGE. SAVE ELECTRICAL FOR REMISE ' PATCH WALL ASREOAAED. Neigh. oIi TIr^il Tluk 'SAik ik ill REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED EECRCAL REMOVE FXSING AWNINGS. PATCH WALLAS REQUIRED ERSTNIG BRICK TO REMAIN. TYPICAL REMOVECASHING LENT FIXTURE SAVE ELECTRICAL FOR RED. REMOVE ETOSING AWNINGS. PATON WALL AS RBNNED REMOVE COSTING UDIT FIXTURE SAYE ELECTRICAL FOR REISE REMOVE AND RELOCATE COSTING STORAGE Bar REMOVE EASING AWNINGS. PATCH WHIRS REQUITE) REMOVE DOSING LIGHT FIXTURE - AND ASSOCIATED ELECTRICAL PATCH WALLAS REQUIRED REMOVE EXISTING LIGHT FIXTURE AND ASSOCIATED ELECTRICAL PATCH WALLAS REQUIRE) - REMOVE EOSTWG AWNINGS. PATCH . WALLAS REQUIRED REMOVE COSTING LIGHT ROQIME. SAVE ELECTRICAL FOR REUSE COSTING BRICK TO REMAIN, TYPICAL 33 WEST ELEVATION - DEMO SCALE: 1/4•=1'-0" REMOVE AND RELOCATE NSA& SIGNAGE REMOVE EXISTING SIGNAGE SAVE EECWVCAL FOR RE -USE PATO N WALLAS REQUIRED. COSTING BRICK TO REMAIN. TYPICAL REMOVE HID RELOCATE DOSING SSNAGE WOVE NE WiLIGHT FIXTURE AFEASSOCIATEDELECTRICAL PATCH WALLAS WOUND U 0 O N 0 0 O (71 0 z 0 aI 7 REGISTERED ARCHITECT O A w /fd Z ENV WA R a. STATE aww9HwDTa+ U vi Z O_ O { /JI Q rc L L J 04 girk.4 Tr 1 D0-NOT SCALE DRAWINGS • I SEAN M. NEUERT NCARB, AIA 8845 TULLEY AVENUE OAK LAWN, IL 60453 vvvvvv m APPLEBEE'S REMODEL A 17790 SOUTH CENTER PKWY. TUKWILA, WA 98188 L 11 g 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. 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. 01 PARTIAL ROOF DEMO PLAN SCALE: 1/2"=1'-0" EXIST. ROOF WITH HIGH SLOPE (ZERO PARAPET HEIGHT) SLOPE / //// /// //// // / ///////////// /////////////// ///// ///// ///// / //////////////// /// ////// ///////// //// ///////// / //////// // /////////////// SLOPE j//////////////////////////// /// ///// // ////////////// "/ / / / // / / / / /// / / / ///////////////// APPROX. LOCATION OF EXISTING ROOF KICKER EXIST. ROOF LINE OF STONE BELOW PSL BEAM BELOW EXIST PARAPET CAP LINE OF SHEATHING BELOW STANDING SEAM TOWER CAP (BY TENANT, N.I.C.) LINE OF CANOPY BELOW (BY TENANT, N.I.C.) LINE OF EXISTING MASONRY BELOW / LINE OF EXIST SOFFIT / ABOVE O2 PARTIAL FLOOR PLAN SCALE: 1/2'=1'-0' L / // RETURN STONE TO JAMB. PRIOR TO INSTALLATION VERIFY CLEARANCE TO ALLOW DOOR TO OPEN 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 BELO STONE VENEER 2'-8"x2'-0" LOUVERED ACCESS DOOR PLYWOOD SHEATHING 2X STUD WALL CENTERED ON CMU WALL BELOW HATCHED AREA: WOOD OCKING_AS_REQ' V.I.F. 2x NAILERS, SEE DTLS SHT A3 CONT 2x LEDGER RETURN STONE TO JA 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.) 2x NAILERS, SEE DTLS SHT A3 CONT 2x LEDGER PATCH AND REPAIR EXIST PARAPET CAP REQUIRED 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 0 0 0 Z 0 0 Z 0 0 I al N 0 0 0 0 cc 0 0 SEAN M. NEUERT NCARB, AIA 8845 TULLEY AVENUE OAK LAWN, IL 60453 0.fiO15TEREN SENT PA STATE OF WASNMOTON In, g q g DDDDDD 0 P APPLEBEE'S REMODEL A 17790 SOUTH CENTER PKWY. 1 TUKWILA, WA 98188 T/TOWER 22-2' eoT/MASONRY x1B-0' $T/MASONRY z16'-0' TARNISHED FLOOR V-0' OEAST ELEVATION SCALE: 1/4"=1'-0" NEW AWNNCS. TYPICAL (NEC.) PANT EAST. CAP TYPICAL DOSING BRICK TYPICAL WALL SCONCE CONNECT TO EASING METRICAL COLOR SCHEDULE: 1. ALL DOSTNGMETALS (NCL COPING. GUTTERS, ETC..) TO BE PANNED COLONIAL RED 2. FRONT ENTRY AND SIDE DOORS TO BE PANTED SHERWIN WILLIAMS SW2048 URBANE BRONZE 3. NEW STONE TO BE SIONECRAFT INDUSTRIES "HILL COUNTRY CORDINATE ALL CIRCUITING FOR SIGNAGE WITH OWNER T/TOWER 2r-2' T/MASONRY T/MASONRY "4"x1B$ CANOPY BY 0111E15. N.LC WOVERHAHG Ba' WALL SCONCE CONNECT TO DOSING ELECTRICAL T/FNISHED FLOOR OSOUTH ELEVATION SCALE: 1/4"--=V-0° NEW' TOWER. ELEMENT OVER EOSINS ROOF 11 11 11 1, 11 SIGNAGE BY OTHERS. N.I.C. NEW AWNINGS. TYPICAL MJ.C.) SENAOEBYOTIES. (NI.C.) Sri ighborh od I NNEEW'STONEOOVER DOTING BACK . 4 WALL SCONCE CONNECT IODISING ELECTNCK PANT COSTING DOORS. 'WELCOME BACK SIGNASE COLOR AS SELECTED BY BY OTTERS. N.I.C. Pleighborhood NEW AWMNGS TYPICAL 2(iC.) PANT MST. CAP TYPICAL & Bar Go !! & WALL SCONCE COTNECTTO DOPING ELECTRICAL DOSING BACK 'TYPICAL 3OWEST ELEVATION SCALE: 1/4'=1'-0 PAINTEASTNG DOORS. COLOR AS SELECTED BY OMER PANT MST. CAP lWWAWIYN.3. TYPICAL 1YPIC*L(LLC.) PANT EIOSTNG DOORS.— ' PAW DUI. COLOR ASMIMED BY - 6UIIERS AND OWNER DDwNSPalfs SWAGE BY OTTERS. (PC.) NEW TOWEIP ELEMENT OVER EASING ROOF 2-BY2'-0 LOUVERED ACCESS DOOR T/MASONRY 16'F VANISHED FLOOR dik 0 NORTH ELEVATION SCALE: 1/4'=1'-0' PANT MAC DOORS. COLOR AS SaECTEO BY OWNER NEW STONE OVER DIETING BACK CANOPY BY OTHERS N.LC. T/TOWE h 27-2 T/AV50NRY 0 x1B'-O' T/MASONRY BNOVEDWNG h Ba SEAN M. NEUERT NCARB, AIA 8845 TULLEY AVENUE OAK LAWN, IL 60453 ."5' 000WEREO ARCHITECT STATE OF WASWNNTON CAR L MM` t, J 0 DDDDDD m APPLEBEE'S REMODEL p 17790 SOUTH CENTER PKWY. A 1 D TUKWILA, WA 98188 g ce x 3 IY 0 0 0 ce 0 N Q 0 1.1 RECEIVED ip1AR 0 3 2011IF COMMUN(lYT = DEVEJ.OWffNU a FLASHING ATTACHED TO PLYWOOD SHEATHING, INSTALL FLASHING UNDER ICE & WATER SHIELD EXTERIOR PLYWOO SIDING AS SELECTED BY OWNER INSTALL FLASHING UNDER SHEATHING 2'-8'x2'-0' LOWERED 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 REO'D PROVIDE WEATHER TIGHT SEAL WHERE NEW ROOFING MEETS EXISTING ROOF EXIST.MAIN ROOF ICE & WATER SHIELD OVER 5/8' CDX PLYWOOD SHEATHING 7777/77f/7t 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. AF I tH HUGHNG/SHEA I RING 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. .."-----EXISTING BEAMS & PURUNS 21, FRAMING w/ EXTERIOR • PLYWOOD SIDING . (BEYOND). ANCHOR SILS TO ROOF DECK TIP. SEAL PENETRATIONS TYP 1 1 I NOTES: 1. CONTRACTOR TO VERIFY & COORDINATE ALL HEIGHTS WITH OWNER PRIOR TO CONSTRUCTION r -J NEW TOWER CAP: STANDING SEAM ROOF, FASCIA, SOFFT AND TUBE FRAME BY APPUCANT. APPLICANTS 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 OWNERS 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 STRUCT. DRAWINGS. PROVIDE 2X P.T. BLOCKING AS REQUIRED. PLYWOOD SHEATHING. FACE TO BE INSTALLED FLUSH WITH FACE OF EXIST BRICK REMOVE EXISTING BRICK METAL COPING AND BLOCKING AS REQUIRED AT TOWER LOCATION ONLY REMOVE EXISTING BRICK CORBEWNG AND REPLACE WITH BRICK SOLDIER COURSE AT TOWER LOCATION ONLY DUSTING BRICK EXISTING INSULATION TO REMAIN PRIOR TO CONST. VERY HEIGHT OF EXISTING ROOF DECK/INSULATION DOES NOT INTERFERE WITH PROPOSED LOCATION OF DOG HOUSE ELEMENT EXISTING CMU BLOCK NEW ENTRY CANOPY BY APPUCANT. APPLICANTS VENDOR IS RESPONSIBLE FOR — ALLARCHITFCTIIRAI DFTAIISA STRUCTURAL REINFORCING REQUIRED. N.I.C. PROVIDE SMOOTH FACE VENEER AT CANOPY ATTACHMENT LOCATIONS STONECRAFT 'HERITAGE - HILL COUNTRY' VENEER OVER EXISTING BRICK INSTALL PER MANUF. RECOMMENDATIONS b \ \ a a 2X P.T. STONE TERMINATIONBLOCIGNG.. SHEATHING G.C. TO COORDINATE FLASHING OF BLOCKING WITH APPUCANPS REP FOR TOWER CAP. STONECRAFT "HERITAGE - HILL COUNTRY' VENEER OVER WEATHER PROOFING ON 5/8' CDX PLYWOOD SHEATHING. INSTALL PER MANUF. RECOMMENDATIONS 5/8' CDX PLYWOOD 2XFRAMING. SEE I STRUCTURAL DRAWING 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 REO'D INSTALL FLASHING BEHIN VENEER ICE & WATER SHIELD 2'-8'x2-0' LOUVERED ACCESS DOOR (BEYOND) -WOOD BEAM. SEE STRUCTURAL DRAWINGS L — — — -I PSL BEAM BEYOND. SEE STRUCTURAL DRAWINGS - NEW TOWER CAP: STANDING SEAM ROOF, FASCIA, SOFFIT AND TUBE FRAME BY APPUCANT. APPLICANTS VENDOR IS RESPONSIBLE FOR ALL ARCHITECTURAL DETAILS & STRUCTURAL REINFORCING REQUIRED. N.I.C. ""-EXISTING BEAMS & PURUNS 2x FRAMING w/ SHEATHING & MEMBRANE. ANCHOR SILLS TO ROOF DECK TYP. SEAL PENETRATIONS TYP 12 =I -I I =I :I 2X P.T. STONE TERMINATION BLOCKING. G.C. TO COORDINATE FLASHING OF BLOCKING WITH APPLICANTS REP FOR TOWER CAP. PROVIDE BLOCKING AS REQUIRED STONECRAFT 'HERITAGE - HILL COUNTRY' VENEER OVER WEATHER PROOFING ON 5/8' CDX PLYWOOD SHEATHING. INSTALL PER MANUF. RECOMMENDATIONS 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 DECMNSULATION DOES NOT INTERFERE WITH PROPOSED LOCATION OF DOG HOUSE ELEMENT i 0 a a 0 3 z a 0 ODUCTIONS, CHANGES rc 4 3 • 3 0 VI a a 0 0 0 0 RESTRICTING TH 0 2 tz z COLfl CO 0 NE0 ARCT SEAN N. NEl0RT" STATE OF WAOXINUTON 1-- APPLEBEE'S REMODEL J TUKWILA, WA 98188 REV ISSUED FOR PROD. No DATE 10UST.007 01.31.11 DRAWN CHECKED Ol SECTION SCALE: 3/4"=1'-0" DI SECTION SCALE: 3/4"=1'-0' RECENED p32011I D EIe° T A3 DO NOT SCALE DRAWINGS DESIGN CRITERIA t BUILDING CODE: 2009 INTERNATIONAL BULDNG CODE 2 DESIGN UVE LOADS DINING ROOMS AND RESTAURANTS 3 WIND LOADS WALLS (VERTICAL PROJECTED AREA) ROOF (HORIZONTAL PROJECTED AREA) C. SNOW LOADS FLAT ROOFS ORFTNG SNOW LOADS 100 PSF 15 PSF ./- 20 PSF 25 PSF • PER ANSI/ASCE 7-98 EXISTING STRUCTURAL MEMBERS SIZE AND CONFIGURATION OF DDICATED EXISTING STRUCTURAL MEMBERS BASED ON ORIGINAL STRUCTURAL DRAWINGS PREPARED BYARIA GROUP ARCHITECTS. IIIC, DATED DECEMBER 19, 1994. GENERAL REQUIREMENTS L DRAWINGS ARE NOT TO BE SCALED N THE FIELD. WRITTEN DIMENSIONS TAKE PRECFDENEE OVER DRAWN °PENSIONS. VERIFY ALL DISCREPANCIES, ERRORS OR OMISSIONS WITH ARCHITECT BEFORE PROCEEDING WITH WORK 2. VERIFY SITE SURVEY AND DIMENSIONS WITH ACTUAL CONDITIONS N FIELD. VERIFY ANY DISCREPANCIES, CONFLICTING CONDITIONS OR DIMENSIONS WITH ARCHITECT. 3. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE FAMILIAR WITH ALL DRAWINGS FOR TIE ' PROJECT. L. CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL PUNS AND SPECIFICATIONS. VERIFYING ALL EXISTING CONDITIONS PRIOR TO PROCEEDING WITH CONSTRUCTION AND IMMEDIATELY NOTFYNG ARCHITECT OF ANY DSCREPANJES OR COFUCTS. 5. SUBMIT SHOP DRAWINGS PREPARED BY CONTRACTORS. SUPPLIERS, ETC FOR REVIEW BY STRUCTURAL ENGINEER FOR CONFORMANCE WITH DESNA INTENT. 00 NOT START WORK WITHOUT SUCH REVIEW. GENERAL CONTRACTOR MUST REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO STRUCTURAL 0*1015ER. STRUCTURAL ENGINEER WILL RETURNA7E PAPER ANO ONE REPRODUCBLE COPY AFTER REVIEW. 6. GENERAL CONTRACTOR MUST CHECK WITH ARCN7ECTURAL, STRUCTURAL, PLUMBING MECHANICAL, ELECTRICAL AND OTHER DSCPLNES FOR THE SIZE AND LOCATION OF OPENINGS, SLEEVES, CHASES, CONDUITS. DEPRESSED AREAS. FLOOR FINISH FILLS, ANCHORS. HANGERS, CURBS, EQUPMENT 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 CONSTRICTION, FOR THE FOLLOWING: A COMPLIANCE WITH CONTRACT DOCUMENTS. B. DIMENSIONS TO BE CONFIRMED AND CORRELATED ON THE J08 SITE BETWEEN INDIVIDUAL DRAWINGS DR SETS OF DRAWINGS, C. FABRICATION PROCESS AND CONSTRUCTION TECHNIQUES (INCLUDING EXCAVATION. SHORING, SCAFFOIONG, BRACING, ERECTION, FORM WORK, ETC.). 0. WORK OF THE CONTRACTOR AND THE VARIOUS TRADES. E SAFE CONDITIONS AT THE JOB SITE L AU. MATERIAL NESIGN AND CONSTRUCTION MUST CONFORM TO ALL STATE AND LOCAL BUILDING CODES AND REGULATIONS. 9. SECTIONS. OETALS AND NOTES ARE INTENDED TO APPLY TO SIMILAR SITUATIONS/ CONDITIONS ELSEWHERE 10...0.:BC TEM CR,.RY S,ORND AAD SuPPONT AS RONNE° 10 mum 1ATm a muc1 PEAL route I Y OUTING EXECUTION OF THE WORK It THE CONTRACTORS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES. R. PROVE THEARCHITECTACCESS TO THE WORK IN PREPARATION OR PROGRE55, WHEREVER LOCATED. 13 DESIGN REQUIREMENTS SHALL BE FOLLOWED ENTIRELY REGARDLESS OF WHETHER THEY ARE GIVEN BY BOTH THE SPECIFICATION AND DRAWINGS 0R BY EITHER ONE ONLY. WHERE COPUANCE WITH TWO OR MORE STANDAR05 S SPECTRE°, AND WHERE THESE STANDARDS ESTABUSH DEFERENT OR CONFLE7NG REQUIREMENTS FOR M08MUM QUANTITIES 0R QUALITY LEVELS, THE MOST STR111GENT REQUIREIEINTS ARE TO BE FOLLOWED. IA. DESIGN, PROVIDE, INSTALL AND MAINTAIN ALL UNDERPINNING, SHORING, BRACING, ETC AS MAYBE REQUIRED FOR THE SUPPORT AND PROTECTION OF SURROUNDING EXISTING PROPERTY, BUILDINGS, UTLITIES, UTILITY EQUIPMENT, ETC THE COST OF THIS WORK S INCIDENTAL TO THE CONTRACT. SAWN LUMBER t ALL GRADES OF LUMBER ARE TO BE RATED BY THE SOUTHERN PINE INSPECTION BUREAU ISPIBL OR THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPAL LUMBER GRADES ARE TO BE AS FOLLOWS. WITH A MAXIMUM MOISTURE CONTENT OF 19X: . SOUTHERN PINE N0. 2 . DOUGLAS FIR -LARCH N0.1 . HEM -SIR NO. 1 2. PROVIDE STANDARD CUT WASHERS FOR BOLT HEADS AND NUTS BEARING ON W000. 3 PRESSURE TREAT ALL W000 N CONTACT WITH CONCRETE 0R MASONRY. A. OPTIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS IS TO BEN ACCORDANCE WITH THE LOCAL BUILDING CODE F NO OTHER CRITERIA IS GIVEN 5. CONNECTORS SHOWN ON DETALS ARE MANUFACTURED BY SI PSON. WRITTEN APPROVAL BY ENGINEER PRIOR TO CONSTRUCTIONS REQUIRED FOR ANY SUBSTITUTIONS. PLYWOOD SHEATHING L ROOF SHEATHING: 5/8' NOMINAL) C-OX APA EXPOSURE 1, 32/16 WITH W8' CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION PROVIDE ONE PANEL EDGE CUP PER SPAN Z. FASTEN ALL PLYWOOD SHEATHING WITH 100 NAILS AT 6' 0.C. AT PANEL EDGES AND 1Y 0.C. AT INTERMEDIATE SUPPORTS. (UNLESS NOTED OTHERWISE) PARALLEL STRAND LUMBERIPSL) t ALL PSC's ARE TO HAVE THE FOLLOWING MNMIP STRUCTURAL PROPERTIES: F0. 2900 psi Fr.290 psi Fc = 650 psi (PERPENDICULAR) Fc . 2900 psi PARALLEU E = 2.000.000 psi 3 MANUFACTURED BY TINS JOIST MACMILLAN. ANY SUBSTINTIOS MIST BE APPROVED N TENTING BY . THE ARURECT/ENGINEER PRIOR TO CONSTRUCTDML A. PROVIDE STANDARD CUT WASHER FOR ALL BOLT HEADS AID NUTS BEARING ON W000. 5.. PRESSURE TREAT ALL W000 N CONTACT WITH CONCRETE 0R MASONRY. STRUCTURAL STEEL t ALL OETAIIDG, FABRICATION AND ERECTION OF STRUCTURAL STEEL IS TO CONFORM -TO RISC SPECFICATM»15 AND CODES. 2 PRONE STRUCTURAL STEEL AS FOLLOWS ALL OTHER STEEL ASTM A36 3 ALL STRUCTURAL STEEL IS TO BE STRAIGHT AND FREE OT TWIST. A. ALL BOLTS. NUTS AND WASHERS ARE TO CONFORM WITH THE REQUIREMENTS OF ASTM A325 0R A490. 5. UNLESS NOTED ON THE CONTRACT DRAWINGS, ALL CONNECTIONS ARE TO BE DESIGNED AND DETALE0 BY THE FABRICATOR. USING RATIONAL ENGINEERING DESIGN AND STANDARD PRACTICE R ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND SIGNED AND SEALED BY A PROFESSIONAL DOWER LICENSED N THE STATE OF WASHINGTON. THE GENERAL DETAILS SHOWN ON THE DRAWINGS ARE CONCEPTUAL ONLY AND, UNLESS SPECIFICALLY NOTED, D0 NOT NDICATE REQUIRED NUMBER OF BOLTS OR WELD SIZES 6. SEE ARCHITECTURAL DRAWINGS FOR RECURRED MISCELLANEOUS METAL BRACKETS, SUPPORTS, BRACES, ETC NOT O1ICATE0 ON THE STRUCTURAL DRAWINGS 7. ALL WELDING ELECTRODES ARE TO BE E70XX. B. ALL WELDING WORK I5 TO CONFORM TO THE AWS 1)11 STRUCTURAL WELDING C00E, LATEST EDITION, AN0 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 C014UAN:E WITH THE DESIGN LATENT PREP TO THE START OF FABRICATION AND/OR ERECTION. 10. PRAM FILLET WELD SIZE 1S TO COMPLY WITH THE ALAS( REQUIREMENTS, BUT IS NOT TO BE LESS THAN 3/16 NCH, UNLESS NOTED OTHERWISE. ESTOP AND FIELD TESTING AND INSPECTION OF STRUCTURAL STEEL FABRICATION AND ERECTION WHIN, NCLIDNIC WELDED AND BOLTED CONFECTIONS, ARE REONREO AS INDICATED N THE SPECIFICATION. 12 THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDUKS AMID SEQUENCES, ESPECIALLY WITH RELATION TO TEMPERATURE DIFFERENTIAL, ERECTION TOLERANCES, AND WITH RESPECT TO STRUCTURAL STEEL FRAMING INTO BEAMS, COLUMNS, 0R WALLS. 13 AFTER FABRICATION, ALL STEEL S TO BE CLEANED OF ALL RUST, LOOSE MILL SCALE AND OTHER FOREIGN MATERIALS. PRIMING S REQUIRED FOR ALL STRUCTURAL STEEL, EXCEPT N AREAS TO BE FIREPROOFED. N. THERE IS 70 BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS, FOR THE WORK OF OTHER TRADES, WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT/ENGINEER. 13 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 UNITED TO ANY EFFECTS ON THE INTEGRITY OF THE PERMANENT, PRIMARY STRUCTURE KEYPLAN SCHEMATIC / . /// - _ _.. /// , C.- / /// / . //// / / EXISTING WO:18 NOTE 2 BELOW 18'-0- WI 000RD. WITH ARCH PARTIAL MAIN ROOF FRAMING PLAN SCALE:1M1+10 ROTES t VERIFY ALL DIMENSIONS AID ELEVATIONS WITH ARCHITECTURAL DRAM DIGS PRIOR TO CONSTRUCTION 2. EXISTING W000 DECKIW BELOW. 3 (777A INDICATES 2,4 AT 16' 0.0 MAXIMUM LOAD -BEARING STUDWALL. ALIGN STUDS BELOW WOOD JOISTS ABOVE PROVIDE 2-2 4 STUDS MINIMUM NMUM BELOW ALL BEAM AND HEADER BEARING LOCATIONS UH0. NCD `SELF -SPANNING STEEL TOWER CAP CAPABLE OF RESISTING ALL INDICATED DESIGN LOADS (250* MAXIMUM SELF -WEIGHT) UPPER ROOF FRAMING PLAN SCALE:1N47.0 NOTES I VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION 2 ROOF SHEATHING SEE GENERAL STRUCTURAL NOTES FOR AOORIONAL I/FORMATION. 3. 2.6 ROOF JOISTS AND 2r6 CEILING JOISTS AT 16' O.0 REPROOIICTIONS 8) W F 0 Lel 3 D 0 2 17 z 2 f N • W 7F 0 0 ARCHITECT RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING WOW STUD WALL SEE PLAN SBMPSON T59 TWIST STRAP EACH SIDE OF PSL BEAM B/BEAM EL. SEE ARCH. EXISTING GLULAM BEAM [BEAK. WALL E WOOD STUD WALL BEARING 0S21 AT WOOD BEAM BEARING AT PSL BEAM SCALE:34=1, SHEATHING SEE ARCM SEE PLAN • - TOWER CAP - - SEE ARC. 5-80 NAILS I\ WOW BL5CING AS REQUIRED xt NEW VENEER SEE ARC. I DOSING VENEER SEE ARM EXISTING MASONRY WALL SEE PUN 12 I i WOOD BEAM SEE PLAN PSL BEAM SEE PLAN EXISTING WOW DECKING SPAN DIRECTION VARIES SEE PLAN RE 251. 252.352 W000 JOIST SEE PLAN SNP50N H2.5 HURRICANE TIE AT3r O.0 {WALL TOWER CAP SEE ARCH. WOW STUD WALL SEE PLAN SEE VS2 FOR REMAINDER SHEATHING SEE PLAN WOW JOIST SEE PLAN 052 2 WOOD JOIST PARALLEL TO WOOD STUD WALL SCALE:3N'*1'.O EXISTING CMU WAI L SEE PLAN W000 STUD WALL vrx6-:1*-0- PLATE SEE PLAN WITH 2-vr• TILT! TLC "/ - SIMP50N HU HOEDOWN SLEEVE ANCHORS Ir WITH sirs. WTI SPACING) KMIKBOLT 3 EXPANSION ANCHOR AT CORNER STUD CONT. 244 WITH 1/2Yx3. EMBED. EXP. ANCHORS AT. 32' O.0 5 WOOD JOIST BEARING AT EXISTING MASONRY WALL SR SCALE 3N,1'.O RE251,351 WOW BEAM eETeEy T/ BEAM EL. sr SEE ARCM. RE: 351 5L':r MIL BRG. STEEL SADDLE WITH 1-1/2Y THIN BOLT SCALE 3l4 1'.0 6 WOOD BEAM BEARING AT EXISTING CMU WALL 52 .0 RE:251 SHEATHING SEE PLAN TOWER CAP SEE ARCH S-00 NALS WOW STUD WALL SEE PLAN SEE V52 FOR REMAINDER €WALL 12 SEE ARCH. r"-- 3 WOOD JOIST BEARING AT WOOD STUD WALL 52 SCALE: 3N41'.O 1/L-x3T 1NL BRG. STEEL SADDLE WITH 1-1/2'0 TMRU BOLT PSL BEAM SEE PLAN N PLAN DETAIL AT O52 PSL BEAM BEARING AT EXISTING CMU WALL SCALE:51111'10 WOW JOIST SEE PLAN SPWSON 1125 HURRICANE TIE AT 32' 0.0 RE:351 1/2-:1r:T-0- STEEL PLATE WITH 4-1/2Y HI3T1 TLC SLEEVE ANCHORS Ir SPACING/ EXISTING MASONRY WALL RE 25 TOWER CAP SHEATHING SFE PLAN SEE ARCH. WOOD BLOCKING AS REQUIRED SEE ARCH. NEW VENEER SEE ARE. EXISTING VENEER SEE ARCH. L .I / WOOD JOIST SEE PLAN WOW STUD WALL SEE PLAN SR4P50N H2A HOLDDWN WITH 5/re II11.71 KWKBOLT 3 EXPANSION ANCHOR AT EJO STUDS CONT.2:4 WITH 1/r043. EMBED. MITI KWIKBOLT 3 EXPANSION ANCHORS AT 3r O.C. EXISTING MASONRY WALL SEE PLAN OS2 WOOD STUD WALL BEARING AT EXISTING MASONRY WALL SCALE:3Nt1,RE2151.351 STUD WALL SEE PLAN uuu 40.AU(2 .2 ..Ou0 PIuEN A., SEE PLAN REBUKED B/1EADER EL SEE ARCH. OB WOOD HEADER AT STUD WALL S2 SCALE 3N'•i'-0' RE351 Z H N 9, U 7 N Q O VI 0 0 W 5- 1X 7 O N C9 O 0 i O 'Z 0 W S O 6 W tl V 0 LOUISSHELLSTRUCTURES •OCTURN et, LOUIS D. SHELL X. 0914106147 URANGE ILUNOIS t OF 11. \NOS o1/or/N1 PER STATUTE RCM 13.43.130 EXP. 11/30/2012 APPLEBEE'S REMODEL REV ISSUED FOR A 0 A A 0 A DATE PROJ. No 01.31.11 DRAWN CHECKED RECEIVED MpR 03 20111 viaoPmeig 0 S2 DO NOT SCALE DRAIWNOS