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Home My WebLink About3902 Wadsworth BoulevardCity of Wheat Ridge ~ Commercial Remodel PERMIT - 201901264 y ,\3 PERMIT NO: 201901264 ISSUED: 09/23/2019 JOB ADDRESS: 3902 Wadsworth Blvd EXPIRES: 10/25/2020 JOB DESCRIPTION: Replace tile, relocate order ready boards, remove soffits and dual point signage and image display menu board; add curated panel and replace glass - 410 sq ft total Tenant: McDonalds **REVISION: Remove scope of work - demo wall;remove insulation from wall detail; No added valuation **REVISION: Removing scope of work; not removing wall. Adding partial wall, and removing insulation from wall detail. No change in valuation. *** CONTACTS *** OWNER (303)807-6209 MCDONALD'S CORPORATION SUB (720)435-3031 SLAWOMIR GOLABEV 080111 SG ELECTRIC/SERVICES GC (262)857-3336 KENT MOON MARC DELSMAN 190125 LAKEVIEW CONSTRUCTION, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 370 / Fast Food Restaurants BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,400.00 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 344.40 Permit Fee 315.25 ** TOTAL ** 864.56 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection. sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Commercial Remodel PERMIT - 201901264 201901264 ISSUED: 09/23/2019 3902 Wadsworth Blvd EXPIRES: 10/25/2020 Replace tile, relocate order ready boards, remove soffits and dual point signage and image display menu board; add curated panel and replace glass 410 sq ft total Tenant: McDonalds **REVISION: Remove scope of work - demo wall;remove insulation from wall detail; No added valuation **REVISION: Removing scope of work; not removing wall. Adding partial wall, and removing insulation from wall detail. No change in valuation. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This, permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. SignaturtkawwiIdX1W*WDate REQUESTS MUST BE DE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat jdcyc- co,m,"'AuNii-Y DEv't:i,(w&i[NT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days may be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at pen-nits(cki.wheatridge.co.us or fax to 303-237-8929. Party requesting permit extension: Permit #jI Qj&t Property Address 39oa QAd5c4)o0-h. b v6d Phone # 0 ' 591 Email Address: IIQU / . (tel 6 l n Reason for extension request: Number of days requested: (� � r fir) Printed Name: (/�� Signature: Date: 9 per(/ For office use only This request has been: XApproved Denied Extended until: 10/25/2020 Approved by: �� Date: 9/25/2020 N� «<%.ci.N% heaIridge.co.us CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: c ti Permit Number: U No one available for inspection: Time AM/PM Re -Inspection required: V'es' No When corrections have been made, schedule for re -inspection online at: http;lAvww.ci.wheatridge.co.uslinspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: )C Permit Number: �� ire s� , _ `• , ,� < ❑ No one available for inspection: Time AM/PM Re -Inspection required: ,`Yes) No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co.usrnspection Date: �.� Inspector: DO NOT REMOVE THIS NOTICE e ♦_ CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:} Job Address: 341 d-- I,0 0 S Ww V � 1z7t v o Permit Number: QtJ iG o vt,_.\..n'-k ❑ No one available for inspection: Time' ,�"fl ` l '�� AM/PM e Re -Inspection required: l(ew No When corrections have been made, schedule for re -inspection online at: http✓/www.ci. wheatridge. co. uslinspection Date: l 0� I ' I ',,j,—Inspector: DO NOT REMOVE THIS NOTICE },A City of Wheat Ridge Commercial Remodel PERMIT - 201901264 PERMIT NO: 201901264 ISSUED: 09/23/2019 JOB ADDRESS: 3902 Wadsworth Blvd EXPIRES: 09/22/2020 JOB DESCRIPTION: Replace tile, relocate order ready boards, remove soffits and dual point signage and image display menu board; add curated panel and replace glass - 410 sq ft total Tenant: McDonalds **REVISION: Remove scope of work - demo wall;remove insulation from wall detail; No added valuation **REVISION: Removing scope of work; not removing wall. Adding partial wall, and removing insulation from wall detail. No change in valuation. *** CONTACTS *** OWNER (303)807-6209 MCDONALD'S CORPORATION SUB (720)435-3031 SLAWOMIR GOLABEV 080111 SG ELECTRIC/SERVICES GC (262)857-3336 KENT MOON MARC DELSMAN 190125 LAKEVIEW CONSTRUCTION, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 370 / Fast Food Restaurants BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED FEES Total Valuation 0.00 Plan Review Fee 204.91 r Use Tax 344.40 Permit Fee 315.25 ** TOTAL ** 864.56 *** COMMENTS *** PROJECT VALUATION: 16,400.00 *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. 4 PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Commercial Remodel PERMIT - 201901264 201901264 ISSUED: 09/23/2019 3902 Wadsworth Blvd EXPIRES: 09/22/2020 Replace tile, relocate order ready boards, remove soffits and dual point signage and image display menu board; add curated panel and replace glass 410 sq ft total Tenant: McDonalds **REVISION: Remove scope of work - demo wall;remove insulation from wall detail; No added valuation **REVISION: Removing scope of work; not removing wall. Adding partial wall, and removing insulation from wall detail. No change in valuation. I, by m signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by, the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this_permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that atl-work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and maybe subject to a fee equal to one-half of the originalpermit fee. 3, if this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granti f a permit sh ` 1, of be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or an or finance or re tion of this jurisdiction. Approval of work is subject to field inspection. Y Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. � i f City of 'qrWh6at,p,j.,dge COMMUNITY DEVELOPENT Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(ubci.wheatridge.co.us FOR OFFICE USE ONLY Date: Add to Permit # Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** n 4- y Property Address: �.:� `�- VN A f�"v�i� 1LT f -i �1� �/ r�A Property Owner (please print): M1D0 IIA&CDS. � �� Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Submitting Company: 1 !a,Y"V?u'-+ e` -fit Contact Person: �D' Contractor: is ccivi s -re_ c--T-r Oi'Ll City -� Phone: 712 Il ) L Contractors Cit License #: `� {� Contractor E-mail Address: hiv°ex- , ma:T4 C LVA-gs-re-vc,Tzc3,ri(;,. Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). Description of revised/amended work: Sq. Ft./LF Amps Btu's Squares Gallons Other Additional Project Value: (Must include all general and subcontracted work to be performed related to revisions/amendments described above) $ O"'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (CONTRACTOR) or THORIZED REPRESENTATIVE of (OWNER) (CONTRACTOR) 77 .. . PRINT NAME M1t�� t *�. rh i �' AIGNATIiRE: �: �. DATE: DEPARTMENT USE ONLY ZONING COMMMENTS. Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS: Reviewer: PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District 0 Received 0 Not Required OCCUPANCY CLASSIFICATION. �.�`p D. C, 1E-- Building Division Valuation: $ D i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: "i ��. Job Address: Permit Number: 'V ❑ No one available for inspection: Tima'` �ll/PM Re -Inspection required: Ye No When corrections have been made, sc le for re -inspection online at: http✓/www.ci.wheatridge.co.u�nspec ion Date: Inspe,- o i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: W a- - !� Job Address: U! �1-- 4i 5 Permit Number: _ �°� +- 2 L, LI' i e O� , U c, 6_� (Li f ❑ No one available for inspection: Time AM/PM Re -Inspection required: *S) No When corrections have been made, schedule for re -inspection online at: http.I www. ci. wheatridge. co. uslinspection Date: / 0. 2 f I `1 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: ��' U 1A)A0,')W►Y ' Permit Number: C�C ;r\ 0 \ I)-. U `` ➢ '" - k � • � � .� '� � '.:.... r' � oma_ � ➢1 ❑ No one available for inspection: Time � u AM/PM Re -Inspection required: (1e) No When corrections have been made, schedule for re -inspection online at. h ttp ✓/www. ci. wheatridge. co. usrnspection Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: I? - Job Address: '�Gt l�l��'� L�,v i �, b ,, o Permit Number: U \ S U 1 i C) \C V -U ❑ No one available for inspection: Time. �`fir AM/PM Re -Inspection required: Yes No When corrections have been made, schedule for re -inspection online at: httpYA,vww.ci. wheatridge.co. uslinspection Date: .1-50 - \ C' Inspector: Not` DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: I`, - Job Address: Permit Number: ❑ No one available for inspection: Re -Inspection required: Ye.5k'f No When corrections have been made sc dule for re -inspection online at: http://www.ci.wheatridge.co.us4nspe ion) Date: _ Inspectors — PERMIT NO: JOB ADDRESS: JOB DESCRIPTION City of Wheat Ridge Commercial Remodel PERMIT - 201901264 201901264 ISSUED: 09/23/2019 3902 Wadsworth Blvd EXPIRES: 09/22/2020 Replace tile, relocate order ready boards, remove soffits and dual point signage and image display menu board; add curated panel and replace glass - 410 sq ft total *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Tenant: McDonalds *** CONTACTS *** OWNER (303)807-6209 MCDONALD'S CORPORATION SUB (720)435-3031 SLAWOMIR GOLABEV 080111 SG ELECTRIC/SERVICES GC (262)857-3336 KENT MOON MARC DELSMAN 190125 LAKEVIEW CONSTRUCTION, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 370 / Fast Food Restaurants BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 16,400.00 FEES Total Valuation 0.00 Plan Review Fee 204.91 Use Tax 344.40 Permit Fee 315.25 ** TOTAL ** 864.56 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. , a City of Wheat Ridge Commercial Remodel PERMIT - 201901264 PERMIT NO: 201901264 ISSUED: 09/23/2019 JOB ADDRESS: 3902 Wadsworth Blvd EXPIRES: 09/22/2020 JOB DESCRIPTION: Replace tile, relocate order ready boards, remove soffits and dual point signage and image display menu board; add curated panel and replace glass 410 sq ft total Tenant: McDonalds I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be per or nd that a�arlstto�beper formed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature oT OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit s1*11 not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code ora o inapce or re ation of this jurisdiction. Approval of work is subject to f any inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of WheatR COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(6ci.wheatridge.co.us FOR OFFICE USE ONLY Date: /S1 Plan/Permit 4 l qD / A � C 1 l/ Plan Review Fee: $Iqq'u Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3902 Wadsworth Blvd. Wheat Ridge, CO 80033 Property Owner (please print): McDonald's Corporation Phone: 303-807-6209 Property Owner Email: chuck.morgan(@us.mcd.com Tenant Name (Commercial Projects Only) McDonald's Restaurant Property Owner Mailing Address: (if different than property address) Address: 4643 S. Ulster Dr City, State, Zip: Denver, CO 80237 Architect/Engineer: PM Design Group INC / Hemant Modi Architect/Engineer E-mail: h ,fes Phone: 602-457-5757 Contractor Name: City of Wheat Ridge License #: ::M6 Phone: _Y�t Contractor E-mail Address: 7_F,1�6 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Keilah Casillas CONTACT EMAIL(please print): kcasillas@ pmdginc.com Phone: cel. 626-786-6286 Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. `COMMERCIAL ❑ RESIDENTIAL Provide description of !Mork: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed ,new condition, appliance size and efficiency, type and amount of materials to be used; etc. Replacing non gray tile to match existing gray tile, relocate order ready boards and remove existing soffits & dual point signage above front counter and image display menu board if surfaced mounted, add curated panels and replace glass with McCafe panels. Adding display of baked goods next to register, Sq. Ft./LF BTUs Gallons Amps _ Squares For Solar: Kw # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: A-2 Construction Type:V❑ Occupancy Load: 114 Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) Q 16,400.00 ONN'NER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) &"❑ �2� 6/14/2019 �l" Signature (first and last name): DATE: Printed Name: Keilah Casillas ZONING COMMENTS: Reviewer: BUILDING DEPA NT C MMEN S: viewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: 1 1 2 CONSTRUCTION TYPE: VIS Building Division Valuation: GMob ileEyes, Contractor Permit Portal Help Desk: 866-442-9002 (8a -8p EST) ENABLING A SAFER WORLD Email: help@mobile-eyes.com User Options Applications Welcome back Alexandra Padilla (PM Design Group) Log Off Update Account Document Library Access Control Application Carbon Dioxide Application Fire Alarm Control Panel (Dialer), Application Fire Alarm Application Fire Suppression Application Kitchen Hood Suppression Application Medical Gas Application New Building -Core and Shell Application No Work Conformance Form Photovoltaic Solar Application Radio Amplification System (BDA), Application Revised Drawing Application Tenant Finish Application Underground Fire Line Application Procedures i I i Contractor Help Help Videos Single Portal Account Overview IIH,w to Find Your Active Jobs How to Request an Inspection HI -low to Request Multiple Inspections HOW to Cancel an Inspection City/Dept.:ILWest Metro Fire Protection District 4 stalrt-ivvw A--ablication U Just My Jobs 0 All Jobs for my company Address: Street: Status: �* All r-) Unsubmitted 0 Submitted 0 Returned Address McDonalds Restaurant (FA) 3902 Wadsworth Boulevard L Wheat Ridge, CO 80033 :Submitted 6/14/2019 3:25:37 PM i Occupant: Job Type: 2 Existing Building/ Tena Search Clear Filters Job Type Status 2 Existing Building/ Tenant i Improvement I Street: Schedule Status: (®% All U Scheduled 0 Unscheduled Address McDonald's 1888 South Wadsworth Boulevard Lakewood, CO 80232 is Job #: Search Clear Filters Job Type / # Status Scheduling 2 Existing Open Tenant I Building/ Tenant expired Improvement 180314002 Completed/Canceled Jobs 0 Just My Jobs C) All Jobs for my company Address: Occupant: Street: Job #: Status: Search All ) Completed 0 Canceled Clear Filters 0 Address Permit Application - Print Preview Addr/Street: 3902 Wadsworth Boulevard City/State: Wheat Ridge CO Zip Code: 80033 rroperry owner: First Name: Mario Last Name: Torres Business Name: Johnson Controls Phone: 720-483-2595 Phone AH: 720-483-2595 Cell Phone: 720-483-2595 Fax: Addr: 3902 Wadsworth Boulevard Suite: City/State: Wheat Ridge CO Zip Code: 80033 Email: mario.torres@jci.com Occupant: Building: Occupant: McDonalds Restaurant (FA) Suite: Property Use Type: Commercial Job: Job Type: 2 Existing Building/ Tenant Improvement Sq Ft: 410.00 Cost: $16,400.00 Desc: Minor Interior Remodel of existing MCD's Restaurant: Replace existing brand and McCafe Walls, Install new customer service counter, new SAM Menu Board Wall, Relocation of any affected cameras, speakers and ceiling diffusers Comments: 4ZG`00126y ASBESTOS -CONTAINING MATERIALS SURVEY MCDONALD'S RESTAURANT 3902 WADSWORTH BOULEVARD WHEAT RIDGE, COLORADO PCH PROJECT NO. 11.109.05.16 APRIL 28, 2016 Prepared For. MCDONALD'S USA, LLC Denver, Colorado Prepared By: PICKERING, COLE & HIVNER Westminster, Colorado PCH CRY of Wheat Ridge ✓ Ar 6124/7 TABLE OF CONTENTS 1.0 INTRODUCTION.................................................................. 2.0 BUILDING DESCRIPTIONS ................................................ 3.0 ASBESTOS FIELD ACTIVITIES ......................................... 4.0 REGULATORY OVERVIEW ............................................... 5.0 FINDINGS AND RECOMMENDATIONS ............................ 6.0 GENERAL COMMENTS ..................................................... LIST OF APPENDICES Appendix A Asbestos Survey Sample Summary and Figure Appendix B Asbestos Analytical Laboratory Data Page No. ..............................1 ..............................1 .............................. 2 .............................. 3 .............................. 4 .............................. 5 1070 West 124th Avenue, Suite 300, Westminster, Colorado 80234 April 28, 2016 PCH McDonald's USA, LLC Rocky Mountain Region 4643 South Ulster Street, Suite 1300 Denver, Colorado 80237 Attn: Ms. Kimberly Pavlin Re: Asbestos -Containing Materials Survey McDonald's Restaurant 3902 Wadsworth Boulevard Wheat Ridge, Colorado PCH Project No. 11.109.05.16 Dear Ms. Pavlin: The purpose of this report is to present the results of an asbestos -containing materials survey performed on April 19, 2016, at the above -referenced location in Wheat Ridge, Colorado. We understand that this survey was requested prior to renovation of the building. ACM was identified during the sampling activities described in this report. Laboratory analytical reports are included in Appendix B. PCH appreciates the opportunity to provide this service to McDonald's USA, LLC. If you have any questions regarding this report, or if you need assistance with project oversight and sampling during renovation of the building, please contact us at (303) 996-2999. Sincerely, Pickering, Cole S Hivner Prepared By: Josh Stewart Michael Hivner AHERA-Accredited Building Inspector Principal 1070 West 124"' Avenue, Suite 300, Westminster, Colorado 80234 ASBESTOS -CONTAINING MATERIALS SURVEY MCDONALD'S RESTAURANT 3902 WADSWORTH BOULEVARD WHEAT RIDGE, JEFFERSON COUNTY, COLORADO PCH PROJECT NO. 11.109.05.16 APRIL 28, 2016 1.0 INTRODUCTION PCH conducted an asbestos survey of the building located at the above -referenced address in Wheat Ridge, Colorado. Interior and exterior building components were surveyed and homogeneous areas of suspect asbestos -containing materials (ACM) were visually identified and documented. Although reasonable effort was made to survey accessible suspect materials, additional suspect but un -sampled materials could be located in walls, voids, or other concealed areas. Suspect ACM was sampled in general conformance with the protocols outlined in Environmental Protection Agency (EPA) Regulation 40 CFR 763 Asbestos Hazard Emergency Response Act (AHERA) and State of Colorado Regulation 8, Control of Hazardous Air Pollutants, Colorado Air Quality Control Division, Section III, Part 6. Samples were delivered to an accredited laboratory for analysis by polarized light microscopy. Project Objective We understand this asbestos survey of the on-site building was requested prior to renovation/demolition of the structure. EPA regulation 40 CFR 61, Subpart M, National Emission Standards for Hazardous Air Pollutants (NESHAP), prohibits the release of asbestos fibers to the atmosphere during renovation or demolition activities. The asbestos NESHAP requires that potentially regulated asbestos -containing building materials be identified, classified, and quantified prior to planned disturbances or demolition activities. 2.0 BUILDING DESCRIPTIONS The building is a one-story structure containing approximately 4,183 square feet of interior space. The building is constructed of brick exterior walls over steel framing and concrete masonry units, a tiled and rolled roof, and is built on a concrete slab foundation. The interior walls are finished with drywall and wood paneling, the ceilings are finished with ceiling tiles, wood, and drywall, and the floors are finished with ceramic floor tile. McDonald's USA, LLC 3902 Wadsworth Blvd. Pickering, Cole, & Hivner PCH Project No. 11.109.05.16 April 28, 2016 3.0 ASBESTOS FIELD ACTIVITIES The survey was conducted on April 19, 2016 by Josh Stewart, a Colorado -certified asbestos inspector. The survey was conducted in general conformance with the protocols established by EPA Regulation 40 CFR 763, the Asbestos Hazard Emergency Response Act (AHERA) and State of Colorado Regulation 8, Control of Hazardous Air Pollutants, Colorado Air Quality Control Division, Section III, Part 6. A summary of survey activities is provided below. Visual Assessment Survey activities began with visual observation of the interior and exterior of the building to identify homogeneous areas of suspect ACM. A homogeneous area consists of building materials that appear similar throughout in terms of color, texture, and date of application. Building materials that were not identified as concrete, glass, wood, masonry, metal, or rubber were considered suspect ACM. Physical Assessment A physical assessment of homogeneous areas of observed suspect ACM was conducted to assess the friability and condition of the materials. A friable material is defined by the EPA as a material which can be crumbled, pulverized, or reduced to powder by hand pressure when dry. Friability was assessed by physically touching suspect materials. Sample Collection Based on results of the visual observation, bulk samples of suspect ACM were collected in general conformance with AHERA protocols. Random samples of suspect materials were collected in each homogeneous area. The appropriately attired inspector collected bulk samples using wet methods as applicable to reduce the potential for fiber release. Samples were placed in sealable containers and labeled with unique sample numbers using an indelible marker. Homogeneous areas of suspect ACM identified and sampled during the survey are presented in Appendix A. PCH collected 31 bulk samples from 20 homogeneous areas of suspect ACM at the facility. A summary of suspect ACM samples collected during the survey is included as Appendix A. 2 McDonald's USA, LLC 3902 Wadsworth Blvd. PCH Project No. 11.109.05.16 April 28, 2016 Sample Analysis Pickering, Cole, & Hivner Bulk samples were submitted under chain of custody to Reservoirs Environmental, Inc., for analysis by polarized light microscopy (PLM) with dispersion staining techniques per EPA methodology (40 CFR 763, Subpart F). The percentage of asbestos, where applicable, was determined by microscopical visual estimation. Reservoirs Environmental, Inc. is accredited under the National Voluntary Laboratory Accreditation Program (NVLAP #101896-0). 4.0 REGULATORY OVERVIEW The asbestos NESHAP (40 CFR Part 61, Subpart M) regulates asbestos fiber emissions and asbestos waste disposal practices. It also requires the identification and classification of existing building materials prior to demolition or renovation activity. Under NESHAP, asbestos -containing building materials are classified as either friable, Category I non -friable, or Category II non -friable ACM. Friable materials are those that, when dry, may be crumbled, pulverized, or reduced to powder by hand pressure. Category I non -friable ACM includes packings, gaskets, resilient floor coverings, and asphalt roofing products containing more than one percent (>1%) asbestos. Category II non -friable ACM are any materials other than Category I materials that contain >1% asbestos. Friable ACM and Category I and Category II non -friable ACM, which are in poor condition and have become friable or which will be subjected to drilling, sanding, grinding, cutting, or abrading or which could be crushed or pulverized during anticipated demolition/renovation or demolition activities, are considered regulated ACM (RACM). RACM must be removed prior to demolition/renovation or demolition activities. If the amount of RACM is more than 260 linear feet (If) of pipe insulation, more than160 ftz in other building components, or will generate more than one cubic meter (>1 m) or the volumetric equivalent of a 55 -gallon drum of waste, the owner or operator must provide the State of Colorado with written notification of planned removal activities at least ten working days prior to the commencement of asbestos abatement activities. Removal of RACM must be conducted by an appropriately accredited and licensed asbestos abatement contractor. The Occupational Safety and Health Administration (OSHA) asbestos standard for the construction industry (29 CFR 1926.1101) regulates workplace exposure to asbestos. The OSHA standard requires that employee exposure to airborne asbestos fibers be maintained below 0.1 asbestos fibers per cubic centimeter of air (f/cc). The OSHA standard classifies construction and maintenance activities that could disturb ACM, and specifies work practices and precautions which employers must follow when engaging in each class of regulated work. States which administer their own federally -approved state OSHA programs may require other precautions. 3 McDonald's USA, LLC 3902 Wadsworth Blvd. Pickering, Cole, & Hivner PCH Project No. 11.109.05.16 April 28, 2016 5.0 FINDINGS AND RECOMMENDATIONS Laboratory analysis confirmed the presence of asbestos in the following materials: • Black shingle roof tar, black Approximately 300 ft' — located around roofing perimeter on three sides of the building The roof tar is considered Category I non -friable ACM in good condition. The roof tar appeared to be in good condition at time of this survey. According to Section III.S.3 of Colorado Regulation 8: "Tar impregnated roofing felts, asphalt roofing tiles, roofing asphalts, roofing mastics, and asphaltic pipeline coatings that are non -friable and will remain non -friable during abatement are exempt from this regulation." Provided that the proposed building demolition methods do not include explosives, sawing, grinding, abrading, or blasting that will render the roof flashing friable, removal of the material by an abatement contractor is not required prior to demolition. However, during demolition all ACM should be segregated from the remainder of the construction and demolition debris as part of the pre -demolition activities and disposed of appropriately. Compliance with all applicable OSHA regulations regarding occupational exposure during demolition activities is mandatory. OSHA 29 CFR 1926.1101 requires that workers performing construction -related activities be protected from asbestos fibers in excess of the permissible exposure limit of 0.1 f/cc of air. Contractors are advised to comply with applicable provisions of OSHA 29 CFR 1926.1101 during demolition activities. Laboratory analysis by polarized light microscopy did not identify asbestos in the remaining bulk samples collected as part of this survey. Laboratory analytical reports are included in Appendix B. 4 McDonald's USA, LLC 3902 Wadsworth Blvd. Pickering, Cole, & Hivner PCH Project No. 11.109.05.16 April 28, 2016 6.0 GENERAL COMMENTS This asbestos survey was conducted in a manner consistent with the level of care and skill ordinarily exercised by members of the profession currently practicing under similar conditions in the same locale. The results, findings, conclusions, and recommendations expressed in this report are based on conditions observed during our survey of the building. The information contained in this report is relevant to the dates on which this survey was performed, and should not be relied upon to represent conditions at a later date. This report has been prepared on behalf of and exclusively for use by McDonald's USA, LLC for specific application to their project as discussed. This report is not a bidding document. Contractors or consultants reviewing this report must draw their own conclusions regarding further investigation or remediation deemed necessary. PCH does not warrant the work of regulatory agencies, laboratories, or other third parties supplying information that may have been used in the preparation of this report. No warranty, express or implied is made. 5 Appendix A Asbestos Survey Sample Summary ASBESTOS SURVEY SAMPLE SUMMARY 3902 Wadsworth Blvd Wheat Ridge, Colorado April 27, 2016 PCH Project No. 11.109.05.16 Homogeneous Area Sample ID Description Location Lab Result DTJ-1-22 Grey textured drywall Found on southern wall of NAD the play ground DTJ-1-23 Grey textured drywall Found on southern wall of NAD 01 the play ground DTJ-1-24 Grey textured drywall Found on southern wall of NAD the play ground DTJ-5-13 White textured drywall Found on ceiling of men's NAD and women's bathrooms 02 DTJ-5-14 White textured drywall Found on ceiling of men's NAD and women's bathrooms DTJ-6-18 White textured drywall Found on ceiling of men's NAD and women's bathrooms DTJ-7-3 Non -Textured Drywall Found above the plenum NAD throught the building 03 DTJ-2-12 Non -Textured Drywall Found above the plenum throught the building DTJ-2-19 Non -Textured Drywall Found above the plenum NAD throught the building CT -7-2 Ceiling tile smooth finish Found throughout the entire NAD building 04 CT -2-10 Ceiling tile smooth finish Found throughout the entire building CT -2-16 Ceiling tile smooth finish Found throughout the entire NAD building CT -2-10 Ceiling tile spotted and Main dining area NAD streaked 05 CT -2-17 Ceiling tile spotted and Main dining area NAD streaked CT -2-20 Ceiling tile spotted and Main dining area NAD streaked 06 K-7-4 Cream silicone caulking Mop sink NAD K-3-5 White silicone caulking Hand sink NAD 07 K-5-15 White silicone caulking Men's and Women's NAD bathrooms PC = Point Count Analysis TEM = Transmission Electron Microscopy NAD = No Asbestos Detected Page 1 of 2 PCH Project No. 11.109.05.16 April 27, 2016 Homogeneous Sample ID Description Location Lab Result Area Found along the outside 08 INS -7-1 Yellow outside wall insulation walls throughout the NAD building 09 FI -3-6 Yellow foam insulation Around soda pop machine NAD tubing 10 WBM-3-7 Wallboard mastic Behind all plastic wallboard NAD in kitchen and bathrooms 11 DTJ-2-8 Grey wallpapered drywall Main dining area NAD 12 DINS -2-9 Yellow duct insulation Found around ducts in NAD plenum 13 K-2-21 Clear silicone caulking Around wood moulding in NAD main dining area 14 WK -1-25 Inside window caulking Found around windowsinside NAD building 15 WK -8-26 Outside window caulking Found around windows NAD outside of building 16 K-8-27 Cream silicone caulking Found around walk-in NAD freezer outside of building 17 RT -9-28 Roofing tar Found around roof tiles on NAD the roof 18 K-9-29 Silver silicone caulking Around duct work on the NAD roof 19 K-9-30 Black silicone caulking Found around vent pipes 10% Chrsotile on roof 20 K-9-31 Grey silicone caulking Found around vent pipes on roof NAD PC = Point Count Analysis TEM = Transmission Electron Microscopy NAD = No Asbestos Detected Page 2 of 2 •1 •2 •3 !a 7 Cooler 4 Storage Room • 6 • Mens Room Women Room 1s 5 •1a 6 •13 •18 • 5 !19 Office 3 •16 •17 2 Food Prep Area Dining Area 12 10 • • 11 7 • • 9 • 8 21 20 q •23 • 22 25 Playground and Dining Area 1 Legend • Sample Location 5 Functional Space Samples 26-31 were taken outside NNW Asbestos Sample Location Figure 3902 Wadsworth Blvd Figure Not to Scale Pickering, Cole a Hivner Wheat Ridge, Colorado N Project No. 11.109.05.16 Appendix B Asbestos Analytical Laboratory Data Reservoirs Environmental, Inc. Effective January 1, 2015 Reservoirs Environmental QA Manual T:\QAQC\Lab\Reservoirs Environmental QA Manual.doc RSL Reservoirs Environmental Inc.T_ April 26, 2016 Pickering, Cole, & Hivner Group 1070 W. 124th Ave. Ste. 300 Westminster CO 80234 Dear Customer, Subcontract Number: Laboratory Report: Project # / P.O. # Project Description: NA RES 348099-1 11.109.05.16 38th & Wadsworth McDonalds Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 348099-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. 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PERMIT NO: 201900149 ISSUED: 02/01/2019 JOB ADDRESS: 3902 Wadsworth Blvd EXPIRES: 02/01/2020 JOB DESCRIPTION: Replacing 2 menu boards, 19.99 sq ft each; 39.98 sq ft total *** CONTACTS *** OWNER (720)357-5634 WHEAT RIDGE 08 A LLC SUB (720)708-2048 CHAD MIKALSON 150119 GREENLINE SIGN SERVICES, LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 370 / Fast Food Restaurants BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 22,000.00 FEES Total Valuation 0.00 Plan Review Fee 256.43 Use Tax 462.00 Permit Fee 394.50 ** TOTAL ** 1,112.93 *** COMMENTS *** *** CONDITIONS *** Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermit. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNERlor CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4, No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Divts 6. The ss nce or grant' of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any ap le c de or a rdinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. �City of Wheat Ijdge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29' Ave., Wheat Ridge, CO 80033 rgNo.Q j Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 .. Email: permits4—ci.wheatridge.co.us FOR OFF��--I1110E USE ONLY Date: Plan/Permit it // / / �0 } Plan Review Fee: l' J Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3902 Wadsworth Blvd, Wheat Ridge, CO '80033 Property Owner (please print): McDonald's Phone: Property Owner Email: Tenant Name (Commercial Projects Only) McDonald's Property Owner Mailing Address: (if different than property address) Address: C/O Clara Corporation, 4855 Ward Rd 600 City, State, Zip: Wheat Ridge, CO 80033 Arch itect/Engineer: Michael Brady Inc Architect/Engineer E-mail: Contractor Name: Greenline Sign Services City of Wheat Ridge License m ) 5 CM S Contractor E-mail Address: eshafer@greenlineservice.net Phone: 865-584-0999 Phone: 720-708-2048 For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Erin Michaels Phone: 574-232-5114 CONTACT EMAIL(please print): evm@sesbranding.com Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. OCOMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Replacing the existing (2) menu boards (43 SF each) with new menu boards (19.99 SF) each. Please see attached documents for material and SF Sq. Ft./LF Amps Squares BTUs Gallons For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: No change Construction Type: Occupancy Load: No change Square Footage: 19.99 each Project Value: (Contract value or the cost of all materials and labor included in the entire project) g 22,000.00 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING ANff AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made arc accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application: that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) or( UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): ` ( DATE:( Printed Name: [31-1 a-11 �l.1111af][4:x9i'LlIA� ZONINGCOMMMENTS: a& --e -i , Sjp� pr ; '�O ��+ Ic.� ` OCCUPANCY CLASSIFICATION:_ J CONSTRUCTION TYPE: Reviewer:�3- I -L4- / l°I BUILDING DEPARTMENT COMMENTS: Reviewer 71 PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: f-) Freestanding Sign Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 3902 wadsworth Blvd Contractor: Greenline Sign Services You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. 'ice `SS Step 1: Determine the square footage of the building: r Building size (in square feet): 4,009.22 SF (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula: If the building is 0 —1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 — 5,000 square feet in size, complete the following: 4009.22 - 1,501 = 2508.22 _ 50 = 50.1644 + 35 — 85.1644 SF Building size Allowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following: - 5,001 = - 500 = + 100 = Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: 7 - 50,001 = _ 1,000 = + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. Check here if the sign is existing and you are replacing a cabinet or fa a with the same size cabinet or face. Continued on back v The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is 15 feet. For properties within % mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from the street right-of-way. Step 3: Determine the height of the new sign: The new proposed freestanding sign will be 6.3125 feet tall. Step 4: Determine the setback from the street right-of-way: The new proposed sign will be setback 74' feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. You must include a site plan which details the location of the freestanding sign, building and drive areas. Show all new and existing signage (include the square footage and height of all existing signs). Please include a detail of the proposed sign, including the overall square footage and height, as well as any electrical and structural details which may be pertinent. AO/ If OO1q I Freestanding Sign Calculation Sheet ceivP You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: 3902 Wadsworth Blvd Contractor: Greenline Sign Services You are allowed 1 freestanding sign for every street right-of-way adjacent to your. property. The allowable sign size is related to building size. Dr -I VE —,�Vwvi a/E Step 1: Determine the square footage of the building: Ab Building size (in square feet): 4,009.22 SF ( O) This will be inserted in the formula belo Step 2: Complete the appropriate allowable signage formula: If the building is 0 —1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 — 5,000 square feet in size, complete the following: 1 7 4009.22 2508.22 150.1644 85.1644 SF - 1,501 = _50 =+ 35 = Building size Allowed sign size If the building is 5,001 — 50,000 square feet in size, complete the following: - 5,001 = _ 500 = + 100 = Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: - 50,001 = _ 1,000 = + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. F]Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is 15 feet. For properties within'/4 mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from the street right-of-way. Step 3: Determine the height of the new sign: The new proposed freestanding sign will be 6.3125 feet tall. Step 4: Determine the setback from the street right-of-way: The new proposed sign will be setback 72' feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. You must include a site plan which details the location of the freestanding sign, building and drive areas. Show all new and existing signage (include the square footage and height of all existing signs). Please include a detail of the proposed sign, including the overall square footage and height, as well as any electrical and structural details which may be pertinent. Randy Slusser From: Randy Slusser Sent: Thursday, January 24, 2019 10:35 AM To: 'evm@sesbranding.com' Subject: Plan review for new menu boards at 3902 Wadsworth Blvd, Wheat Ridge CO Attachments: SKM_C65819012410300.pdf Good morning, I am reviewing the plans submitted for the new menu boards at McDonalds and have a question on the footing depth. Sheet 2 and Sheet 3 of 4 is referring back to the D1 and D2 schedule for the footing depth for the sign. The foundation schedule has multiple depths due to ultimate wind speed. Nothing is highlighted on table for depth. If 115 mph wind speed is to be used as per engineered stamped drawings, footing depth for table is not consistent with engineered drawings, as it is calling for a 5"-6" depth footing. (See attached relines) Please clarify. Randy Slusser, CBO Chief Building Official Building Division 7500 W. 29th Avenue Wheat Ridge, Colorado 80033 Office Phone: 303-235-2803 www.ci.wheatridge.co.us CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. i WN"d f*r Zo"ft ComP%ftce by the .1 •, Chyot Wheat Ridge Pbmmg oMsim APPROVED DAM CON w Q CA _ Q, - < 01 �l �` EASING T ///��Ensm,G nano Z - - -- - -- - -- - -- 0 0 � �• 1 ttP. f i 12 ° QQQQQQ x + x + x t � �7 1 * • o t $ * Menu Board W (Lane 1) x+ 74 1� 1 1a 9 r- �'�� r 1 < I CJ ti O Menu Board e .. Y O s x* (Lane 2) \R, Aruovc cxsriuc rn[c N 5r O ryo �� d i s OR �p g. * 1j Tra.,0• x+ O n G/ o �� WADSWORTH BLVD � 11' 4 I �� City Of lheat ,c COMMUNITY DEVELOPMENT APPROVEDTH ) SITE PLAN sP., SCALE: ,/,6• _ ,•-o• - _ Code 1 lance 0 8 6 32 ans Examiner Date Yom: fte bumme of* penna or approval olplans specl/icoti " gado reputations shop Rat be o pemid fo , or an approval ofany violation to any althe prowsim of the D A ft code or clow City ordoviom. Peas prcsumhV to gW outhorNy to violate ofcamd Hie provisions of the Bui,dr V codes or other ordinances of the City shall not he vaU F—ECT Na. LANDSCAPE LANDSCAPE SF 5,415 SO FT PROPERTY SF 49,033 SQ FT TOTAL PERCENT 11% PARKING EXISTING BUILDING 4,480 SO FT NEW ADDITION 0 SQ FT TOTAL 4,480 SQ FT PARKING REQUIRED 0 1 SPACES FOR EVERY 100 SF 45 SPACES PARKING PROVIDED 33 SPACES SHARED PARKING ADJACENT. LEGEND NOT ALL SYMBOLS APPEAR ON SHEET EXISTING CURB AND GUTTER TO REMAIN EXISTING CURB AND GUTTER TO BE REMOVED NEW CURB AND GUTTER. SEE SCHEDULE NOTE 5. NEW STRIPING (4" WHITE) EXISTING CONCRETE NEW 6" CONCRETE SLAB EXTENT OF SIDEWALK ADA WORK EXISTING PROPOERTY LINE (APPROX. - NOT SURVEYED) EXISTING SANITARY SEWER - - - - - - - - - - EXISTING STRIPING TO BE REMOVED EXISTING BOLLARD SS EXISTING SANITARY SEWER MANHOLE i i r c F 0 C p am.:rsm o m c 8 o'z &m c$ N- E_ �I oss�mCm __ UI ;�8 a la %V'N't �rE rL e'cmoPn' Sol $s8o 9 4 �o Y111 � O x X w 0 N n O 9 � J rAM. p ;s 5 GENERAL NOTES A. DIMENSIONS AND RADII SHOWN ARE TO FLOWLINE UNLESS OTHERWISE STATED. B. ALL CURBS ARE 6" AND SHALL BE POURED MONOLITHICALLY WITH CONCRETE PAVEMENT. C. VERIFY IN FIELD ALL LOCATIONS AND DIMENSIONS AND RESOLVE ANY DISCREPANCIES WITH MCDONALDS PROJECT MANAGER PRIOR TO COMMENCING WORK. D. COORDINATE ALL DRIVE-THRU STRIPING AND MARKINGS WITH THE MCDONALDS PROJECT MANAGER. E. CONCRETE SHALL BE 6" MIN. THICKNESS AND 4000 PSI STRENGTH AT 28 DAYS. PROVIDE #4 REINFORCEMENT AT 12" O.C. AND SAWCUT JOINTS IN CONCRETE PAVEMENT IN ACCORDANCE WITH ACI STANDARDS. F. COORDINATE GROUND COVER OF NEW ISLANDS WITH MCDONALDS PROJECT MANAGER. G. ALL SITE WORK INCLUDING BUT NOT LIMITED TO ASPHALT OVERLAY, SUBGRADE PREPARATION AND CAST IN PLACE CONCRETE SHALL BE IN ACCORDANCE WITH MCDONALDS CONSTRUCTION SPECIFICATIONS, H. MAINTAIN EXISTING DRAINAGE PATTERNS WITH CONSTR �TIDN. SCHEDULE NOTE: NOT ALL NOTES ARE USED ON PLAN 1. EXISTING MCDONALDS BUILDING. 2. EXISTING CURB TO REMAIN. 3. STRIPE PARKING SPACES WITH 4" WHITE PAINT. 4. REMOVE EXISTING ASPHALT PAVEMENT. CONSTRUCT 6" CONCRETE SLAB PER DETAILS ON SO SHEETS, PAINT/STENCIL IN BLUE. PLACE HANDICAP SIGNS PER DETAILS r e 5. so, soz 6" VERTICAL CURB REINFORCED W/ FIBERMESH. '� 6. 6" CONCRETE SLAB REINFORCED W/ FIBERMESH IN NEW DRIVE THRU LANES. MATCH EXIST! CONCRETE (TO REMAIN) ALONG JOINT LINES WHERE POSSIBLE. 7. EXISTING TRANSFORMER TO REMAIN. 8. STRIPING AND PAVEMENT MARKINGS TO BE INSTALLED AS SHOWN ON THE PLAN; USE YELLOW PAINT. 9. 8" WIDE YELLOW STRIPE PAINED. THIS STRIPING ALSO REPRESENTS THE LIMIT OF THE NEW CONCRETE INSTALLATION. 10. 6" WIDE YELLOW STRIPE PAINTED. FOR MERGE POINT STRIPING 11. NEW 'GATEWAY' SIGN. FOOTING TO BE 18' TO 24" FROM FACE OF CURB. s i sox soz 12. NEW "ANY LANE / ANY TIME" SIGN. 13. NEW PRE -SELL BOARD.e 14. NEW COD - CUSTOMER ORDER DISPLAY, Ksm sm 15. NEW LOOP DETECTORS. (OPTIONAL) ' soy so, 16. NEW MENUBOARD. ANGIE SHOULD BE 40•-50' FOR MAXIMUM VISIBILITY. i s so soz 17. 80-0" FROM COD TO CASH WINDOW. 1 R I IN W OD ON TRASH CO WITH TR RO S UI I 19. EXISTING GREASE INTERCEPTOR. LOCATION SHOWN BASED ON SITE VISIT; SEE 20. 30' FROM COD TO PRE -SELL BOARD, 21. PROVIDE NEW WHEEL STOPS AND NEW ACCESSIBLE SIGNAGE AT ADA VAN AND CAR PARKING SPACES PER ADA STANDARDS. e 22. PROVIDE SIGNAGE FOR PULL -FORWARD SPACE. sox 23. PROVIDE NEW CURB RAMP W/ 8% MAX. RUNNING SLOPE AND 2% MAX. CROSS SLOPE W/ LEVEL LANDING 5' LONG TOP AND BOTTOM. 24. EXISTING LOT LIGHTING TO REMAIN i i r c F 0 C p am.:rsm o m c 8 o'z &m c$ N- E_ �I oss�mCm __ UI ;�8 a la %V'N't �rE rL e'cmoPn' Sol $s8o 9 4 �o Y111 � O x X w 0 N n O 9 � J rAM. p ;s 5 McDonald's Drive Thru Menu Board Replacement Digital Menu Board Ej Approximately 20 square feet Digital Pre -Browsed Board El Approximately 10 square feet wJw T; 5R 44 -ft I Existing Menu Board OPO Menu Board Approximately 41 sf FP -43 Menu Board Approximately 43 sf McDONALDS'S MENUBOARDS RENDERINGS CLIENT: 4 By DATE PROJECT NO. DRAWING NO. City Pre -Browse Board 2'-5j" V I LO 9j" 1'-8j" 9 TOP VIEW Sign Height 5t-11 1!211(5.9581) Pre Browse Board 4'-1 3/4" (4.1458') Dimensions 2'-5 1/8" (2.4260') Sign Square Footage = 10.06 square feet MENU BOARD DESIGNED BY OTHERS 9.8"x3.9"x0.20" FABRICATED STEEL COLUMN BASE RATE COVER SLOPE TO SHED WATER (3)#3 REBAR 12" C (3 IN TOP 5" SUPE BY GEN. CONTRACT( a (4)j" 0x 44" LONG ANCHOR ROD W/NL & WASHER (GALV.) I. 2'-0" DIA. I. FRONT VIEW OVER TURN 1'-1d" (4)#5 REBAR �-- (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN. CONCRETE COVER 2'-0" DIA. SIDE VIEW Pre -Browse: Non -Peak Hours (future) Pre -Browse: Full Screen (today) Y tG A Crafted McCaf6 j Pre -Browse: Peak Hours (future) McDONALDS'S # MENUBOARD RENDERINGS CUENr: SHEET BY PROJECT N0. 2 OF DATE DRAWING N0. 4 City Sri W I 0 4. Lai c� w � a o� Sign Height 5t-11 1!211(5.9581) Pre Browse Board 4'-1 3/4" (4.1458') Dimensions 2'-5 1/8" (2.4260') Sign Square Footage = 10.06 square feet MENU BOARD DESIGNED BY OTHERS 9.8"x3.9"x0.20" FABRICATED STEEL COLUMN BASE RATE COVER SLOPE TO SHED WATER (3)#3 REBAR 12" C (3 IN TOP 5" SUPE BY GEN. CONTRACT( a (4)j" 0x 44" LONG ANCHOR ROD W/NL & WASHER (GALV.) I. 2'-0" DIA. I. FRONT VIEW OVER TURN 1'-1d" (4)#5 REBAR �-- (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN. CONCRETE COVER 2'-0" DIA. SIDE VIEW Pre -Browse: Non -Peak Hours (future) Pre -Browse: Full Screen (today) Y tG A Crafted McCaf6 j Pre -Browse: Peak Hours (future) McDONALDS'S # MENUBOARD RENDERINGS CUENr: SHEET BY PROJECT N0. 2 OF DATE DRAWING N0. 4 City Sri 4'-10" TOP VIEW 4'-10" Sign Height 5'-11 5/8" (5.9691) Menu Board 4'-1 5/8" (4.1354) Height Dimensions 4'-10" (4.8333') Sign Square Footage = 20 square feet MENU BOARD DESIGNED BY OTHERS 9.8"x3.9"x0.20" FABRICATED STEEL COLUMN BASE RATE COVER SLOPE TO SHED WATER OVER TURN s 8 s /y/jk/Z> ice! y jam/ w REBAR 12 O.C. \\ © \\� (3 IN TOP 5" SUPPLIED _ BY GEN. CONTRACTOR) f!\/ cn LLJ LLJ (4A"004" LONGcn a N) 4 ANCHOR ROD W/NUT A.4& WASHER (GALV.) 2'-0,'-61 (4)#5 REBAR 2'-0" DIA. (EQ. SPACED) SUPPLIED BY FRONT VIEW GENERAL CONTRACTOR SIDE VIEW 3" MIN. CONCRETE COVER K-4 r 11" Meals 7 I�ese3lyh •-rr ate: -sw 7 8 v Po q CraHad me"* Bra,#fast CEeiees 2 fer'i:q lea -Cell Ovin" EveryEayvalue � J a w U V) w w NI0 cmwwmbwow AREA OF SCREEN WITH BEZEL 0.92M EACH [9.9ft] AREA OF SCREEN WITH BEZEL 0.92M EACH [9.9ft] Sign Height 5'-11 5/8" (5.9691) Menu Board 4'-1 5/8" (4.1354) Height Dimensions 4'-10" (4.8333') Sign Square Footage = 20 square feet MENU BOARD DESIGNED BY OTHERS 9.8"x3.9"x0.20" FABRICATED STEEL COLUMN BASE RATE COVER SLOPE TO SHED WATER OVER TURN s 8 s /y/jk/Z> ice! y jam/ w REBAR 12 O.C. \\ © \\� (3 IN TOP 5" SUPPLIED _ BY GEN. CONTRACTOR) f!\/ cn LLJ LLJ (4A"004" LONGcn a N) 4 ANCHOR ROD W/NUT A.4& WASHER (GALV.) 2'-0,'-61 (4)#5 REBAR 2'-0" DIA. (EQ. SPACED) SUPPLIED BY FRONT VIEW GENERAL CONTRACTOR SIDE VIEW 3" MIN. CONCRETE COVER K-4 r 11" Meals 7 I�ese3lyh •-rr ate: -sw 7 8 v Po q CraHad me"* Bra,#fast CEeiees 2 fer'i:q lea -Cell Ovin" EveryEayvalue � J a w U V) w w NI0 cmwwmbwow .. 47r_. "A* FOUNDATION SCHEDULE ULTIMATE WIND SPEED (SEE GEN. NOTES) FOOTING DEPTH Dl D2 110 3,_6„ 3,_6„ 115 3,_6„ 3,_6„ 120 3,_6„ 3,_6,> 130 3,_6„ 3'-9" 140 3'-6" 4,-0" 150 3'_6" 4'-4" 160 3,_6„ 4,_6„ 170 3,_g„ 4,_9„ 180 4,_0„ 5,_0„ J"O HVY H NUT (GAL J"0x44" LOI ANCHOR R( (GAD J"O HVY HEX NUT (GALV.) TACK DETAIL E co i v 1,_84" 8"" THICK STEEL BASE RATE (4) J"xq" SLOTS ON AN 111"0 PATTERN ccx CZ 9.8'x3.9"xO.20" FABRICATED STEEL COLUMN GUSSET TO 3/16" V RATE 4" 4" f DETAIL 3 16" TUBE TO 3/16" RATE TYP. OVER TURN 9.8'x3.9"x0.20" FABRICATED STEEL COLUMN J"0 x 44" LONG ANCHOR 4 ROD W/ WASHERS & NUTS / \ J" STEEL BASE " RATE rTm 11 ANCHOR BOLT J"O x 44" LONG ANCHOR PROJECTION DETAIL ROD W/ WASHERS & NUTS SECTION A—A SIGN CABINET DESIGN BY OTHERS 4'-10" - � e • e a � O TOP VIEW 4'- 10" Mf MI 9.8"x3.9"x0.20" F STEEL COLUMN BASE RATE COVET SLOPE TO SHED WATER LLI\\ti(3)#3 REBAR 12" ZD /\\ (3 IN TOP 5" SUI BY GEN. CONTRAC G d (4)J"004" LONG C -4I ANCHOR ROD W/1'n & WASHER (GALV. c � I' 2'-0" DIA. 4 FRONT VIEW Notes: 11 ELECTRICAL/I LLUM I NATION DESIGN BY OTHERS 1 ALL STEEL SHALL BE HOT DIP GALVANIZED. OUR TURN � �� (4)#5 REBAR (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN. CONCRETE COVER SIDE VIEW 2'-0" DIA � Design Criteria: Building Code: Colorado State Building Code Model Code: IBC 2012 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 115 MPH Exposure C Category II 2. Foundation analysis assumes soil class 4. The allowable bearing pr placement of concrete. In the event that the stated requirements deleterious, cease and secure excavation and immediately contact 3. Caisson foundation is based on a presumptive safe lateral soil be( per foot of depth. Isolated lateral bearing footings subject to shor adversely affected by a i" motion at grade are permitted to be di value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope excel competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be golvai 8. All support members shall be free of defects. Steel tubes shall m - minimum yield strength of 46000 psi. Steel pipe shall meet ASTM strength of 35000 psi. Steel angle, channel, and plate shall meet 9. Steel welds shall be made with E70XX electrodes by persons qualil standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless shall meet ASTMA563 and washers shall meet ASTM F436 when ust high strength bolts shall be tightened using the Turn—of—Nut meth 11. This engineer will not be responsible for safety on jobsite before, of this structure. It is the responsibility of the owners, contractors, installation of this structure is completed using methods that fully 12. Any deviation from this design or from any part of this drawing w engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at tF used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SI' Them documents me instruments of the Engimet s service for use 90* with rasped to this Project. The &&neer shall retain dl common low, btu and other reserved rights, whdng the copyright They am not to be used for any purpose by any other party outside of the soope of this work without the spec& w*en cortserd & the Engineer. McDONALDS'S # 16910 3902 Wadsworth Blvd., Wheat Ridge, CO CUENT: 5 P'-IL.ADFI-P AREA OF SCREEN WITH BEZEL 0.92M EACH [9.9ft] AREA OF SCREEN WITH BEZEL 0.92M EACH [9.9ft] colist Mf MI 9.8"x3.9"x0.20" F STEEL COLUMN BASE RATE COVET SLOPE TO SHED WATER LLI\\ti(3)#3 REBAR 12" ZD /\\ (3 IN TOP 5" SUI BY GEN. CONTRAC G d (4)J"004" LONG C -4I ANCHOR ROD W/1'n & WASHER (GALV. c � I' 2'-0" DIA. 4 FRONT VIEW Notes: 11 ELECTRICAL/I LLUM I NATION DESIGN BY OTHERS 1 ALL STEEL SHALL BE HOT DIP GALVANIZED. OUR TURN � �� (4)#5 REBAR (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN. CONCRETE COVER SIDE VIEW 2'-0" DIA � Design Criteria: Building Code: Colorado State Building Code Model Code: IBC 2012 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 115 MPH Exposure C Category II 2. Foundation analysis assumes soil class 4. The allowable bearing pr placement of concrete. In the event that the stated requirements deleterious, cease and secure excavation and immediately contact 3. Caisson foundation is based on a presumptive safe lateral soil be( per foot of depth. Isolated lateral bearing footings subject to shor adversely affected by a i" motion at grade are permitted to be di value of the corresponding soil class. 4. Foundation shall not be placed on, or at the top of a slope excel competent Professional Engineer. Do not place foundation in fill. 5. Concrete shall be mixed to attain a minimum 28 day compressive 6. Steel reinforcing bars shall conform to ASTM A615 Grade 60 with ASTM 305. Welding of reinforcement is prohibited. 7. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be golvai 8. All support members shall be free of defects. Steel tubes shall m - minimum yield strength of 46000 psi. Steel pipe shall meet ASTM strength of 35000 psi. Steel angle, channel, and plate shall meet 9. Steel welds shall be made with E70XX electrodes by persons qualil standards within the past two years. 10. Structural bolts shall meet ASTM A325 and be zinc coated unless shall meet ASTMA563 and washers shall meet ASTM F436 when ust high strength bolts shall be tightened using the Turn—of—Nut meth 11. This engineer will not be responsible for safety on jobsite before, of this structure. It is the responsibility of the owners, contractors, installation of this structure is completed using methods that fully 12. Any deviation from this design or from any part of this drawing w engineer voids this drawing in its entirely. 13. The sign depicted on this drawing is intended to be installed at tF used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SI' Them documents me instruments of the Engimet s service for use 90* with rasped to this Project. The &&neer shall retain dl common low, btu and other reserved rights, whdng the copyright They am not to be used for any purpose by any other party outside of the soope of this work without the spec& w*en cortserd & the Engineer. McDONALDS'S # 16910 3902 Wadsworth Blvd., Wheat Ridge, CO CUENT: 5 P'-IL.ADFI-P THE KA, colist IWO %%'hire l lorse Ro Suite 406 C,cy 01 Vuurhees, NJ 0801;1 ;HEFT BY P§)938 2 3 DATE 1-14-2019 guitd��gDivislon 11 SIGN CABINET DESIGN BY OTHERS 971, 8 LEN w J L=l w w w cn 8 1,-85„ 0 TOP VIEW 2'-58"" MENU BOARD DESIGNED BY OTHERS 9.8"x3.9"x0.20" FABRICATED STEEL COLUMN BASE RATE COVER SLOPE TO SHED WATER ]4] (3)#3 REBAR 12" C IN TOP 5" SUPP BY GEN. CONTRACT( (4)'4'1 Ox 44" LONG ANCHOR ROD W/NU & WASHER (GALV.) a 4 2'-0" DIA. FRONT VIEW ELECTRICAL/ILLUMINATION DESIGN BY OTHERS ALL STEEL SHALL BE HOT DIP GALVANIZED. OVER TURN (4)#5 REBAR (EQ. SPACED) SUPPLIED BY GENERAL CONTRACTOR 3" MIN. CONCRETE COVER 2'-0" DIA. SIDE VIEW Notes: 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Design Criteria: Building Code: Colorado State Building Code Model Code: IBC 2012 Environmental Code: ASCE 7-10 Ultimate Wind Speed: 115 MPH Exposure C Category II Foundation analysis assumes soil class 4. The allowable bearing I placement of concrete. In the event that the stated requirements deleterious, cease and secure excavation and immediately contact Caisson foundation is based on a presumptive safe lateral soil b per foot of depth. Isolated lateral bearing footings subject to she adversely affected by a J" motion at grade are permitted to be value of the corresponding soil class. Foundation shall not be placed on, or at the top of a slope exc competent Professional Engineer. Do not place foundation in fill. Concrete shall be mixed to attain a minimum 28 day compressN Steel reinforcing bars shall conform to ASTM A615 Grade 60 with ASTM 305. Welding of reinforcement is prohibited. Anchor bolts shall meet ASTM F1554 Grade 36 and shall be gals All support members shall be free of defects. Steel tubes shall r minimum yield strength of 46000 psi. Steel pipe shall meet ASTM strength of 35000 psi. Steel angle, channel, and plate shall meet Steel welds shall be made with E70XX electrodes by persons qua standards within the past two years. Structural bolts shall meet ASTM A325 and be zinc coated unless shall meet ASTMA563 and washers shall meet ASTM F436 when u high strength bolts shall be tightened using the Turn—of—Nut mei This engineer will not be responsible for safety on jobsite before, of this structure. It is the responsibility of the owners, contractor installation of this structure is completed using methods that full; Any deviation from this design or from any part of this drawing engineer voids this drawing in its entirely. The sign depicted on this drawing is intended to be installed at used at any other location. NOTE: TWO OF THESE SIGNS WILL BE INSTALLED AT THIS SI 35571 1 1'.A •••Fe b►�• :141L4... These downerds are Instruments of the Engineer's service for um so" rith respect to this Project The Engioner shill retain dl sanmon lar, standory and other reser ad rights, including the copyright They ore not to be used for any purpose by any Mho party outside of the scope of fhis work without the spea to written ooneeet of the Engineer. McDONALDS'S # 16910 3902 Wadsworth Blvd., Wheat Ridge, CO UENr: fa PHILADEL '1111' KA Cons 1000 Mute Horse Hr Suite 406 Voorhees, \7 0804 C;ty of EET BY t m8bg' or - 3 DATE 1-14-2019 ;3uildin9 p; ars+oTI FOUNDATION SCHEDULE ULTIMATE WIND SPEED (SEE GEN. NOTES) FOOTING DEPTH D1 D2 110 3'-6" 3'-6" 115 3'-6" 3'-6" 120 3,-6 3'-6" 130 3'-6" 3'-9" 140 3'-6" 4'-0" 150 3'-6" 4'-4" 160 3'-6" 4'-6" 170 S-9" 4,-g„ 180 4'-0" 5'-0" J"O HVY H NUT (GAL j"0x44" LOI ANCHOR RI (GAL J"0 HVY NUT (GA TACH Atvt,nurc t$ULT DETAIL L L L BASE RATE DETAIL J"0 x 44" LONG ANCHOR ROD W/ WASHERS & NUTS TUR TURN ANCHOR BOLT PROJECTION OETE SECTION A—A TWO OF THESE SIGNS WILL BE INSTALLED AT THIS S McDONALDS'S # 16910 3902 Wadsworth Blvd., Wheat Ridge, CO " 1 PHILADLL f � = 35t7l •• •,....• ,M1 THE KA J Con. 1000 White Hors City of Thea dooumsote we instruments of the Engineers Suite 406 service for use solely with reaped to this Project Voorhees, NJ ( The Engineer shall retain of common low, alolutory 'heat Ridge and other reserved rights, including the oopright SHEET BY They are not to be used for any Purpose by any 3 PS18038 . other party outside of the arwpe of this work ; DATE 1-14-201 9 Building Division without the specific written consent of the Engines. REMOVE EXISTING MENU BOARD. SEE SITE NOTE #3 0 EXISTING COD/CANOPY AND DETECTOR LOOP TO REMAIN ODUAL PANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR FI INFORMATION. ®SINGLE PANEL MENU BOARD. REFER TO STRUCTURAL SHEET FOR FOOTING INFORMATION. 0 EXISTING SIGNAGE TO REMAIN ENLARGED SITE PLAN SCALE: 114"= l'-0" SITE PLAN LEGEND CONDUIT PLAN KEY NOTES NEW DUAL PANEL OUTDOOR DIGITAL MENU BOARD l� `., O ONE 3l4" PVC CONDUIT (4412, 1412 GRD, 1412 IG) 1 FROM PANEL CP TO J -BOX - - ---- O ONE 3/4" PVC CONDUIT (2412, 1412 GRD, 1412 1G) FROM J -BOX TO LANE 1 PRE -SELL BOARD NEW SINGLE PANEL OUTDOOR DIGITAL PRE -SELL BOARD3 _ ONE 314' PVC CONDUIT (2412, 1412 GRD, 14121G) O FROM J -BOX TO LANE 1 MENU BOARD O ONE 314" PVC CONDUIT (2412, 1412 GRD, 1-#121G) 1 FROM J -BOX TO LANE 2 MENU BOARD O ONE 2" PVC CONDUIT (CAT6 DATA CABLES) FROM BUILDING TO LANE 1 MENU BOARD EXISTING MENU BOARD TO BE REMOVED E? © ONE 1"PVC CONDUIT (CAT6 DATA CABLES) FROM - LANE 1 MENU BOARD TO LANE 1 PRE -SELL BOARD EXISTING CUSTOMER ORDER DISPLAY (ORDER POINT) - L- O ONE 11/4- PVC CONDUIT (CAT6 DATA CABLES) FROM LANE 1 MENU BOARD TO LANE 2 MENU BOARD O6 ONE 314" PVC CONDUIT (2412, 1412 GRD, 1412 IG) AND ONE 1' PVC CONDUIT (CAT6 DATA CABLES) FROM LANE 2 MENU BOARD TO LANE 2 PRE -SELL BOARD ENLARGED CONDUIT PLANSCALaD NORTH NORTH 0 20' 30' 0 10 15' u 0 DATE ],22018 PROJECT 1866149 DESIGNED ADB DRAM ADB CHECKED DAE ENLARGED UTIL(TIVIR- !g ll�t1c) Di 39021�.�.Csaor-r�Bl�.t. Zol #; o,5 & o7 Rough Inspection continued g p Date Inspector Initials Comments 316 Rough Mechanical Residential 317 Rough Mechanical Commercial 318 Boiler / Furnace I` 319 Hot water tank 320 Drywall screw and Nail 321 Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections Date Inspector Initials Comments 402 Gas Meter Release 403 Final Electrical Residential 404 Final Electrical Commercial I` 405 Final Mechanical Residential 406 Final Mechanical Commercial 407 Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning Inspections from these entities shall be requested one week in advance. For landscaping and parking inspections please call 303-235-2846 For ROW and drainage inspections please call 303-235-2861 For fire inspections please contact the Fire Protection District for your project. 412 Row/Drainage/Public Works 413 Flood plain Inspection 414 Fire Insp. /Fire Protection 415 Public Works Final 416 Storm Water Mgmt. 417 Zoning Final Inspection 418 Building Final Inspection Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. HERMIT: �;� SOB CODE:)5LZA��RESS. INSPECTION RECORD Inspection online form: http:/www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspection before MIDNIGHT (11:59 PM) to receive an inspection the following business Foundation Inspections Date Inspector Initials Comments 102 Caissons / Piers 103 Footing / P.E. Letter 104 Foundation Setback Cert. 105 Stem Walls 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground ! Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 202 Sewer Underground Int. 203 Sewer Underground Ext. 204 Plumbing Underground Int. 205 Plumbing Underground Ext. 206 Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections Rough Inspection Date Inspector Initials Comments 301 Rough Framing 302 Wall Sheathing 303 Roof Sheathing 304 Sheer Inspection 305 Insulation 306 Mid -Roof 307 Metal / Lath / Stucco 308 Rough Electrical Residential 309 Rough Electrical Commercial 310 Electrical Meter Residential 311 Electrical Meter Commercial 312 Temp. Const. Meter _ 313 Rough Plumbing Residential 314 Rough Plumbing Commercial 315 Shower Pan SEE OVER FOR ADDITIONAL INSPECTIONS City of Wheat Ridge Commercial Electric PERMIT - 201705674 PERMIT NO: 201705674 ISSUED: 08/08/2017 JOB ADDRESS: 3902 Wadsworth BLVD EXPIRES: 08/08/2018 JOB DESCRIPTION: COMMERCIAL ELECTRIC INSTALL CIRCUIT FOR KIOSK, ONE DEDICATED 20 AMP CIRCUIT FOR KIOSK. *** CONTACTS *** OWNER Frank Sandoval SUB (303)761-6176 Mark Heikkila 100201 Integrity Electrical Solutions *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 370 / Fast Food Restaurants BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 500.00 FEES Total Valuation 0.00 Use Tax 10.50 Permit Fee 26.50 ** TOTAL ** 37.00 *** COMMENTS *** *** CONDITIONS *** Work must comply with the 2014 NEC, 2012 IBC and other applicable codes and ordinances. Work is ubject to field inspection. I by my signature do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications= applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am le ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be fired -is- sed in th,ys document and/or its' accompanying approved plans and specifications. ignature of OWNER o CONTRACTO irc e one) Date I. This permit was issued bas . ormation provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not -F6 construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to f�eld inspection. p O Signat e Building fficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 1 � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: of 1 Job Address: 39 a' Permit Number: 7o L n r U No one available for inspectio ime AM/PM Re -Inspection required: Yes N0 When corrections have been made, c for re -inspection at 303-234-5933 Date: �� Inspector:/_ DO NOT REMOVE THIS NOTICE I e I m s: INSPECTOR -CHRIS MOHRE3ACH ASSISTANT DATE, 0 BER 4 a CoDE(s) _AWS -2015 CLIENT REP REMARKS: -McDONALD's RESTAURANT- -3902 STAU T--3902 CADa1t'I{t RTH LVD -WHEAT RIDGE, CO- - 1) TRAVELED TO PROJECT SITE, AS PER CLIENT REQUEST. 2) MET DAIS WITH CC BuILDERS TO REVIEW COMPLETED WELDING G I" THE " TRUCTURALEE L FRAMING FOR THE NEW ADDITION. :3) REVIEWED ESC? E:LDII` G PROCEDURES ,AND WELDER QUALIFICATION TEST RECORDS FROM i^ UTCI I STEEL FABRICATIONS. ,) FCR ADDITIONAL AL D AILED INFORMATION. aE*.EA" ATTACHED REPORT(S). SIGNATURE CHRIS I" STRUCTURAL STEEV_j um 13131 t IV THORNTON, Co 80241 303-957-8436 CLIENT REP. —KRISTAL hLO—W—E • MMM 11 -1111111 s MINE malosam D AND ARE AS FOLLOWS: r DETAIL: I /S3 1 allshoM • MMM 11 -1111111 13131 BELLAtRE DR. THORNTON, CO 8024 303-929-5750 WESTERN N TAT E INSPECTION CO. DATE' --10/4/2016 CLIENT: PICKERING COLE ar HiVNER (PC") MCDONALDS RESTAURAN.T-WH.EAT+IP INSPECTION*s s w : IIIIIIIII Fill ill IIIIIII11 1 22 glamammag 1) TR"ELED TO PROJECT srrE. AS PER CUENT REQUEST. •. 11 * IwF • ) FOR ADDITIONAL L7crmD INFORMATION, SEE ArrAcHED REPORT(S). «;O \\ *«f w »za ■<:,*«ty ?4`� ». »2<,. «,«: 9&NA URE (SPECIAL INSPECTOR) rima�.4 9 �. DO 20 • err , r �° tr '° � "" � "' ' . WESTERN STATES INSPECTION r URS PROJECT No. 60483275 2016 REMODEL BUILDING ROCKY MOUNTAIN REGION ?BUILDING INFORMATION: ADDRESS. STATE SITE CODE 005-0319 STREET ADDRESS 3902 WADSWORTH BLVD. CITY WHEAT RIDGE COUNTY JEFFERSON STATE COLORADO STRUCTURE: VERIFY N FIELD UTILITIES: VERIFY IN FIELD BUILDING CODE: BUILDING CODE EDITION: INTERNATIONAL BUILDING CODE 2012 W/ ALL STATE AND LOCAL AMENDMENTS STRUCTURAL CODE EDITION: INTERNATIONAL BUILDING CODE 2012 W/ ALL STATE AND LOCAL AMENDMENTS MECHANICAL CODE EDITION: INTERNATIONAL MECHANICAL CODE 2012 W/ ALL STATE AND LOCAL AMENDMENTS ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2011 W/ ALL STATE AND LOCAL AMENDMENTS PLUMBING CODE EDITION: INTERNATIONAL PLUMBING CODE 2012 W/ ALL STATE AND LOCAL AMENDMENTS ICC/ANSI A117.1 2003 ACCESSIBILITY CODE: / BUILDING DATA: OCCUPANCY: A-2 ASSEMBLY CONSTRUCTION TYPE: EXISTING V NUMBER OF STORIES: 1 BASE BUILDING AREA: 3,985 NET S.F. (1ST FLOOR) - EXIST. TO REMAIN BUILDING GROSS AREA: 4,470 S.F. (1ST FLOOR) - EXIST. TO REMAIN DESIGN LOADS: GROUND SNOW LOAD: 30 PSF WIND LOAD: 105 MPH (EXPOSURE C) SEISMIC DESIGN CATEGORY: B LIFE SAFETY SYSTEM: EMERGENCY LIGHTING: x YES NO EXIT SIGNS: X YES NO FIRE ALARM AND SMOKE DETECTION SYSTEM: YES X NO PANIC HARDWARE: X YES NO FIRE SPRINKLERS: YES X NO REVISIONS DRAWING INDEX T1.0 COVER SHEET SITE CIVIL SP.1 SITE PLAN SD.1 CIVIL SITE DETAILS SO T3.0 NOT USED ARC H ITECTU RAL AD1.0 DEMOLITION - PARTIAL FLOOR PLAN GENERAL NOTES & KEYNOTES AD1.1 DEMOLITION - PLAY PLACE FLOOR PLAN GENERAL NOTES & KEYNOTES AD2.0 DEMOLITION - ELEVATIONS & NOTES AD2.1 DEMOLITION - ELEVATIONS & NOTES A1.0 FLOOR PLAN A1.1 PLAYPLACE PLAN A1.2 REFLECTED CEILING PLAN A1.3 ROOF PLAN A2.0 ELEVATIONS A2.1 ELEVATIONS A3.0 WALL SECTIONS & DETAILS A3.11 WALL SECTIONS & DETAILS A3.2 WALL SECTIONS A3.3 WALL SECTIONS DETAILS A4.0 ENLARGED TOILET PLAN & ELEVATIONS A4.1 ENLARGED PLAN DETAIL, FINISH AND DOOR SCHEDULE STRUCTURAL S1.0 GENERAL NOTES & KEY PLAN S2.0 SECTIONS S3.0 SECTIONS MECHANICAL M1.2 PARTIAL 1ST FLOOR PLAN M4.0 GENERAL NOTES & LEGEND M4.1 MECHANICAL SCHEDULES AND NOTES PLUMBING° PO.0 NOTES AND LEGEND PD1.0 PLUMBING FIXTURE DEMOLITION PO.1 SCHEDULES AND DETAILS P1.0 WASTE &VENT ISOMETRIC P1.2 DOMESTIC WATER PIPING ELECTRICAL E1 .0 ELECTRICAL SPECIFICATIONS & GENERAL NOTES E1.1 ELECTRICAL DETAILS E2.0 ELECTRICAL FLOOR PLAN E2.1 ELECTRICAL LIGHTING PLAN E2.3 ELECTRICAL ROOF PLAN E3.0 ELECTRICAL SCHEDULE PH.1 ELECTRICAL PHOTOMETRIC PLAN KITCHEN K1 .0 KITCHEN LAYOUT SHEET K2.0 KITCHEN EQUIPMENT PLAND K2.1 KITCHEN NOTES z m V w w g ' g N o > o W o B A Ifi - 1 1 �� EXT ENTIRY --- WOMEN'S -��- �" DINING--+�-Z}+a-----<-�F I - FREEZER I_�w1 DININGI MEMS '� - T V COOLER I '� ___ 35' PREP OFFICE r _ _ _ _ -0 'iii - - - 60' f I 1`�( -� - f 25 KITCHEN �L -- ------ J ----- - 48 , + 52 , `�---� r---}-0 -0 EXIT STORAGE ORDER PRESENTER MAIN f� I �ti--�� 3oD / I ®� PLAY P CE 81 + I [�i `' 1��.'' - y DINING F--�, - T I B' - r� {�4� -i I 1 j w 1 A A _ - -__________ EXT o LO N 0 In N Q B - - - - -7CREWOOM --------------------- --ENTRY -J 1 ±42'-2" 1 L---J I-_j' ±128'-8" B m a w 9 LIFE SAFETY LEGEND: NOT AN EXIT, SIGNAGE REQUIRED LIFE SAFETY AND KEY PLAN �$( EXIT SIGN NOT TO SCALE • EXIT NORTH o EXIT DISCHARGE --- EXIT TRAVEL I XX' TRAVEL DISTANCE 74 !SEATS + 52 PLAY PLACE SEATS (7 ADA SEATS) B w o 1 '10 o ' 10 00 o a CO o0 00 E o - Urn � " CL c cox 2- " o o N cu w m E c a t LO 0 00 w N c i m U rn t CONSTRUCTION PROJECT MANAGER: NAME: ADDRESS ADDRESS PHONE#: MANAGER JOHRI LITMAN 4643 S. ULSTER ST., SUITE 1300 720-357-5634 DENVER, CO 80237 AECOM EVAN SCOTT 1255 BROAD STREET, SUITE 201 973-883-8590 CONTACT CLIFTON NJ 07013J `w J L'7 O ow U)' ♦ O i O? O v a�a�_D�u N J 0 o J ° 0 N E a� � 0 ` ° O N N p L N 0 ° -I-- _ �a o 0 0 8 3 0 i o _ ° - -IC-0 °° o = E O O U O C O - o J� ° '- J w ° o i w ° " , O Nc o� 0 � � �� C� N0°N °a. C U C- O N O °�- ma 3� ®0 r N m� w o O> Nry U U w t O OL dL 0 3w = 0 a DESIGNER OF RECORD: DISCIPLINE: NAME: EMAIL ADDRESS: PHONE #: LICENSE #: ARCHITECT: EVAN SCOTT evan.scott®aecom.com 973 883-8590 403867 ( ) STRUCTURAL: MOHAMED YOUSEF mohamed.yousef®aecom.com (973)883-8573 47248 MECHANICAL: FRANK CONSTANTINOPLE frank.constantinople@aecom.com (973)883-8601 51101 PLUMBING: FRANK CONSTANTINOPLE fran k.constantinople®aecom.com (973)883-8601 51 101 ELECTRICAL: FRANK CONSTANTINOPLE fran k.constantinople®aecom.com (973)883-8601 51101 SYMBOL LEGEND: 6 DE�TA 1 SECTION TAG A3.1 A4 1 =1'-0" DETAIL NUMBER •'-� 1 DETAIL TAG 4.0 `� I Al KEY NOTE TAG T/ SLAB ELEVATION TAG 1 ELEV. 0'-0" REFERENCE POINT DINING ROOM ROOM NAME & NUMBER EXISTING PARTITION/WALL TO REMAIN 103 000 EXISTING TO BE REMOVED ODOOR TAG DEMOLITION HATCH T1 RESTROOM ACCESSORY TAG ® NEW PARTITION/WALL ASSEMBLY PARTITION TAG DRAFTSTOPPING; ENNEN SEE PLANS AND PARTITION TYPES MCDONALD'S BRAND ARCHITECTURAL FINISH/ELEMENT KEY NOTE TAG B DEFERRED SUBMITTAL NOTES: 1. TRELLIS FRAMING AND CONNECTIONS SHALL BE A DEFERRED SUBMITTAL. CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. m zg _ ory w o o ��I Lin 0 N m E o o� O D C) NNN a N � o L_7i o � 3 m IM w v00i S < a w o' O E w X LILJ W o F o o GENERAL NOTES 1. ALL WORK MUST COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (DEPT. OF JUSTICE), UNLESS OTHERWISE NOTED ABOVE. 2. MECHANICAL SYSTEM IS TO BE FULLY CLEANED AND RE-BALANCED AFTER COMPLETION OF ALL CONSTRUCTION ACTIVITIES, REPORT IS TO BE COMPLETED AND DELIVERED TO STORE OWNER/OPERATOR o 0 o 005-0319.00.0 c.; T 1.0 COVER URS PROJECT No. 60483275 � /moi /moi X i l� EXISTING T IN. 10 EXISTING WOOD '1 iZ Z4 — TRASH CORAL SITE PLAN SPA) SCALE: 1/16" = 1'-0" 0 8' 16' 32 URS PROJECT No. 60483275 WADSWORTH BLVD i i i /moi I /moi i All le i 11 i LANDSCAPE LANDSCAPE SF 5,415 SQ FT PROPERTY SF 49,033 SQ FT TOTAL PERCENT 11% PARKING EXISTING BUILDING 4,480 SQ FT NEW ADDITION 0 SQ FT TOTAL 4,480 SQ FT PARKING REQUIRED @ 1 SPACES FOR EVERY 100 SF 45 SPACES PARKING PROVIDED 33 SPACES SHARED PARKING ADJACENT. LEGEND NOT ALL SYMBOLS APPEAR ON SHEET EXISTING CURB AND GUTTER TO REMAIN EXISTING CURB AND GUTTER TO BE REMOVED NEW CURB AND GUTTER. SEE SCHEDULE NOTE 5. NEW STRIPING (4" WHITE) EXISTING CURB TO REMAIN. U � � 3. STRIPE PARKING SPACES WITH 4" WHITE PAINT. d° a i EXISTING CONCRETE �--- 4-------------J o °o.-.0 0 N � z O 4. REMOVE EXISTING ASPHALT PAVEMENT. CONSTRUCT 6" CONCRETE SLAB PERJ j 0 o_ NEW 6" CONCRETE SLAB ° J 2 0 N U 2 0 ° E �� ` PER DETAILS 7 e o ° o M` a SDi SD2 f cf) w ° N N 5. 6" VERTICAL CURB REINFORCED W/ FIBERMESH. o (/� W 0 sp N _ c �,-'3 .•p d� p N 6" CONCRETE SLAB REINFORCED W/ FIBERMESH IN NEW DRIVE THRU LANES. EXTENT OF SIDEWALK ADA WORK O -` N p 0 0 0 c 0 MATCH EXISTING CONCRETE (TO REMAIN) ALONG JOINT LINES WHERE W vi aL+ L O` , d o c " aN ° POSSIBLE. Q Of U 0 p O —"—"—"— EXISTING PROPOERTY LINE (APPROX. - NOT SURVEYED) sD N � °r ° o 7. ---'---'---'— EXISTING SANITARY SEWER is o J '`- ° ° 0 sr O Q C V E_ ? UI p C w0 8. STRIPING AND PAVEMENT MARKINGS TO BE INSTALLED AS SHOWN ON THE EXISTING STRIPING TO BE REMOVED PLAN; USE YELLOW PAINT. W 0 � pL dN`TE E D 0 J N 3 0 0 Ld Ld 8" WIDE YELLOW STRIPE PAINTED. THIS STRIPING ALSO REPRESENTS THE ° EXISTING BOLLARD CC ow N N °'o ��oa LIMIT OF THE NEW CONCRETE INSTALLATION. Of o G 3 w o ® 30O O o SS EXISTING SANITARY SEWER MANHOLE 10. 6" WIDE YELLOW STRIPE PAINTED. FOR MERGE POINT STRIPING O a T N 0 C o s = 0 0 a GENERAL NOTES H `a3 o c+L- y. 11. NEW 'GATEWAY' SIGN. FOOTING TO BE 18" TO 24" 2 Qw FROM FACE OF CURB.s + A. DIMENSIONS AND RADII SHOWN ARE TO FLOWLINE UNLESS OTHERWISE SD2 SD2 m o O STATED. O W B. ALL CURBS ARE 6" AND SHALL BE POURED MONOLITHICALLY WITH 12. NEW "ANY LANE / ANY TIME" SIGN. Z� W O CONCRETE PAVEMENT. °' W� o N N Li � C. VERIFY IN FIELD ALL LOCATIONS AND DIMENSIONS AND RESOLVE ANY N W CO DISCREPANCIES WITH MCDONALDS PROJECT MANAGER PRIOR TO NEW PRE -SELL BOARD. sot COMMENCING WORK. D. COORDINATE ALL DRIVE-THRU STRIPING AND MARKINGS WITH THE 3 MCDONALDS PROJECT MANAGER. 14. NEW COD - CUSTOMER ORDER DISPLAY. Soi SD2 15. 6i E. CONCRETE SHALL BE 6" MIN. THICKNESS AND 4000 PSI STRENGTH AT 28 0 DAYS. PROVIDE #4 REINFORCEMENT AT 12" O.C. AND SAWCUT JOINTS IN MAXIMUM VISIBILITY. s SD2 SD2 CONCRETE PAVEMENT IN ACCORDANCE WITH ACI STANDARDS. 17. F. COORDINATE GROUND COVER OF NEW ISLANDS WITH MCDONALDS PROJECT 12 MANAGER. c 0 L G. ALL SITE WORK INCLUDING BUT NOT LIMITED TO ASPHALT OVERLAY, a m 0 O SUBGRADE PREPARATION AND CAST IN PLACE CONCRETE SHALL BE INa °3 0000 o ACCORDANCE WITH MCDONALDS CONSTRUCTION SPECIFICATIONS. � w LO ' (n U H. MAINTAIN EXISTING DRAINAGE PATTERNS WITH NEW CONSTRUCTION.- � co r rn a m 19. L O � M x N N i U SCHEDULE # " C) -0 o L co N O 20. 30' FROM COD TO PRE -SELL BOARD. m 2 a 0 z00 NOTE: NOT ALL NOTES ARE USED ON PLAN Z m` E OMo 21. PROVIDE NEW WHEEL STOPS AND NEW ACCESSIBLE SIGNAGE AT ADA VAN t Lo O 00 cr- co 2 1. EXISTING MCDONALDS BUILDING. N AND CAR PARKING SPACES PER ADA STANDARDS. O N 2 coIuw_c 2. EXISTING CURB TO REMAIN. U � � 3. STRIPE PARKING SPACES WITH 4" WHITE PAINT. d° o °o.-.0 0 N � m o c-- N 4. REMOVE EXISTING ASPHALT PAVEMENT. CONSTRUCT 6" CONCRETE SLAB PERJ j 0 DETAILS ON SD SHEETS. PAINT/STENCIL IN BLUE. PLACE HANDICAP SIGNS ° J 2 0 N U 2 0 ° E �� ` PER DETAILS 7 e o ° o M` a SDi SD2 f Q ° N N 5. 6" VERTICAL CURB REINFORCED W/ FIBERMESH. o (/� p L N 0- o-` ° L O p 2 sp N _ c �,-'3 .•p d� p 6. 6" CONCRETE SLAB REINFORCED W/ FIBERMESH IN NEW DRIVE THRU LANES. O -` N p 0 0 0 c 0 MATCH EXISTING CONCRETE (TO REMAIN) ALONG JOINT LINES WHERE vi aL+ L O` , d o c " aN ° POSSIBLE. U 0 p O sD N � °r ° 7. EXISTING TRANSFORMER TO REMAIN. is o J '`- ° ° 0 sr O Q C V E_ ? UI p C w0 8. STRIPING AND PAVEMENT MARKINGS TO BE INSTALLED AS SHOWN ON THE a c ° PLAN; USE YELLOW PAINT. w - ° ° - ` O U � pL dN`TE E D 0 J N 3 0 0 9. 8" WIDE YELLOW STRIPE PAINTED. THIS STRIPING ALSO REPRESENTS THE CC ow N N °'o ��oa LIMIT OF THE NEW CONCRETE INSTALLATION. o G 3 w o ® 30O O o 10. 6" WIDE YELLOW STRIPE PAINTED. FOR MERGE POINT STRIPING O a T N 0 C o s = 0 0 H `a3 o c+L- y. 11. NEW 'GATEWAY' SIGN. FOOTING TO BE 18" TO 24" 2 g FROM FACE OF CURB.s + SD2 SD2 m o O m E O W 12. NEW "ANY LANE / ANY TIME" SIGN. Z� W O °' W� o N N Li � N W CO 13. NEW PRE -SELL BOARD. sot � N 3 14. NEW COD - CUSTOMER ORDER DISPLAY. Soi SD2 15. NEW LOOP DETECTORS. (OPTIONAL)soi sDi 16. NEW MENUBOARD. ANGLE SHOULD BE 40'-50° FOR MAXIMUM VISIBILITY. s SD2 SD2 17. 80-0 FROM COD TO CASH WINDOW. 18. R CE EXISTING WOOD ON TRASH CORA WITH TRE O RO ISUI � w m 19. EXISTING GREASE INTERCEPTOR. LOCATION SHOWN BASED ON SITE VISIT; SEE x w co N O 20. 30' FROM COD TO PRE -SELL BOARD. 2 a O N w Z FO 21. PROVIDE NEW WHEEL STOPS AND NEW ACCESSIBLE SIGNAGE AT ADA VAN O 2 AND CAR PARKING SPACES PER ADA STANDARDS. O N 22. PROVIDE SIGNAGE FOR PULL -FORWARD SPACE." W � _ ' 1 F W U F O 23. PROVIDE NEW CURB RAMP W/ 8% MAX. RUNNING SLOPE AND 2% MAX. 005-0319.00.0 CROSS SLOPE W/ LEVEL LANDING 5' LONG TOP AND BOTTOM.CW5 24. EXISTING LOT LIGHTING TO REMAIN = spe SITE PLAN LP -1 INSIDE OUTSIDE /q COD MERCHANDISER CEILING 81 L5r I"I FP -43 MUNU 15.02E4* 3---- CEILING 15.02E5* 1 �---- DRIVE—THRU SITE WIRING DIAGRAM N. T. S. 7 l � L5 TRAFFIC 6 • LOOP DETECTOR & AUDIO A.B.S. ELECTRONICS FLOW 4 g B� POWER J 2 N 4J Q3 J oaaj��'oo COD POST FOUNDATION - SEE CIVIL m 7 2 O 2-' - . V 20 J OPTIONAL m DETECTOR SECONDARY 9p LOOP j SIDE BY SIDE DRIVE THRU MIN. TRAFFIC 15.02E4* 3---- CEILING 15.02E5* 1 �---- DRIVE—THRU SITE WIRING DIAGRAM N. T. S. _214111116IN • ME •m 1 • 00 KEY NOTES I I ELECTRICAL EQUIPMENT ITEM 215.02E5* IN PRESENTATION BOOTH. PROVIDE 2" HOLE & GROMMET IN JUNCTION BOX COVER PLATE FOR POS DATA CABLES. PROVIDE 2 1/2"C ABOVE CEILING. 22 OPTIONAL DRIVE-THRU WINDOW DETECTOR LOOP FOR ORDER & PRESENTATION WINDOWS - SEE 2B/SD1.0. GC TO INSTALL PVC SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. 33 ELECTRICAL EQUIPMENT ITEM #215.02E4 IN ORDER/CASH BOOTH. PROVIDE 2" HOLE & GROMMET IN JUNCTION BOX COVER PLATE FOR POS DATA CABLES. PROVIDE 2 1/2"C ABOVE CEILING. PROVIDE STEEL CONDUIT AND CONDUCTOR PER POS & COD ISOLATED GROUND/DEDICATED CIRCUIT DETAIL. 1/2"C-2#12 & 1#12 GROUND & 1 #12 ISOLATED GROUND. PROVIDE 1 CB PER COD. 5] 1 1/2" PVC CONDUIT FOR REMOTE LOOP DETECTOR & COD AUDIO CABLES. EC TO PROVIDE 3 PULL STRINGS INSIDE CONDUIT. 6 1 1/2"C FOR COD DATA CABLES. EC TO PROVIDE 3 PULL STRINGS INSIDE CONDUIT. CONDUIT FOR COD LOOP DETECTOR, ELECTRICAL EQUIPMENT ITEM 217.11 E1 * - SEE 2A/SD1.0. 1/2"C-2#12, POWER FOR MENU BOARD ILLUMINATION. ❑g "ORDER HERE" CANOPY LIGHTS. # SEE ELECTRICAL EQUIPMENT SCHEDULE FOR NOTES ON NUMBERED ELECTRICAL EQUIPMENT. BUILDING WALL CONCRETE CURB 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6" DETECTOR ° 90. LOOP 5'-0" fTRAFFIC FLOW IN WIDTH OF DRIVE-THRU LANE PLAN 1 1/2" PVC SLEEVE IN D/T SLAB FOR VEHICLE DETECTOR LOOP PAVEMENT \\ 2" MAX CONCRETE CURB FOUNDATION WALL SECTION NOTE: DETECTOR LOOPS AT PRESENTATION AND ORDER WINDOWS ARE OPTIONAL. GC TO COORDINATE WITH McDONALD'S ACM AND INSTALL PVC SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. 10'-0" 1 1/2" CONDUIT TO 61W„ BUILDING FOR REMOTE DETECTOR, COD AUDIO 4tiW„ AND DATA CABLES — I 1-1/2" PVC CONDUITS TO BUILDING FOR: PEDESTRIAN • LOOP DETECTOR & AUDIO A.B.S. ELECTRONICS • DATA CABLE Q o m° o o 1/2" STEEL CONDUIT TO BUILDING FOR COD EXISTING BUILDING POWER J 2 N 4J Q3 J oaaj��'oo COD POST FOUNDATION - SEE CIVIL m 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2 O 2-' - . V 20 J 2'-0" TO 2'-6" m DETECTOR 2'-0" 9p LOOP j 5'-0" MIN. TRAFFIC � U c FLOW a D a CONCRETE CURB SEE CIVIL PLAN I, WIDTH OF DRIVE-THRU LANE LIGHT SENSOR LEAD IN WIRES U C L c 0 0 COD POST AND FOUNDATION - SEE m O U 0 0 C O CIVIL a CONCRETE CURB SEE CIVIL N N C c aU°-+ tl) ° coolp < PAVEMENT \\� 2" MAX °m U c m t m C U t m ` m � O J c m p 0 U Q c U PVC SLEEVE FOR VEHICLE DOWEL INTO EXISTING DETECTOR LOOP _214111116IN • ME •m 1 • 00 KEY NOTES I I ELECTRICAL EQUIPMENT ITEM 215.02E5* IN PRESENTATION BOOTH. PROVIDE 2" HOLE & GROMMET IN JUNCTION BOX COVER PLATE FOR POS DATA CABLES. PROVIDE 2 1/2"C ABOVE CEILING. 22 OPTIONAL DRIVE-THRU WINDOW DETECTOR LOOP FOR ORDER & PRESENTATION WINDOWS - SEE 2B/SD1.0. GC TO INSTALL PVC SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. 33 ELECTRICAL EQUIPMENT ITEM #215.02E4 IN ORDER/CASH BOOTH. PROVIDE 2" HOLE & GROMMET IN JUNCTION BOX COVER PLATE FOR POS DATA CABLES. PROVIDE 2 1/2"C ABOVE CEILING. PROVIDE STEEL CONDUIT AND CONDUCTOR PER POS & COD ISOLATED GROUND/DEDICATED CIRCUIT DETAIL. 1/2"C-2#12 & 1#12 GROUND & 1 #12 ISOLATED GROUND. PROVIDE 1 CB PER COD. 5] 1 1/2" PVC CONDUIT FOR REMOTE LOOP DETECTOR & COD AUDIO CABLES. EC TO PROVIDE 3 PULL STRINGS INSIDE CONDUIT. 6 1 1/2"C FOR COD DATA CABLES. EC TO PROVIDE 3 PULL STRINGS INSIDE CONDUIT. CONDUIT FOR COD LOOP DETECTOR, ELECTRICAL EQUIPMENT ITEM 217.11 E1 * - SEE 2A/SD1.0. 1/2"C-2#12, POWER FOR MENU BOARD ILLUMINATION. ❑g "ORDER HERE" CANOPY LIGHTS. # SEE ELECTRICAL EQUIPMENT SCHEDULE FOR NOTES ON NUMBERED ELECTRICAL EQUIPMENT. BUILDING WALL CONCRETE CURB 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6" DETECTOR ° 90. LOOP 5'-0" fTRAFFIC FLOW IN WIDTH OF DRIVE-THRU LANE PLAN 1 1/2" PVC SLEEVE IN D/T SLAB FOR VEHICLE DETECTOR LOOP PAVEMENT \\ 2" MAX CONCRETE CURB FOUNDATION WALL SECTION NOTE: DETECTOR LOOPS AT PRESENTATION AND ORDER WINDOWS ARE OPTIONAL. GC TO COORDINATE WITH McDONALD'S ACM AND INSTALL PVC SLEEVES TO FACILITATE POSSIBLE FUTURE LOOP INSTALLATION. 10'-0" 1 1/2" CONDUIT TO 61W„ BUILDING FOR REMOTE DETECTOR, COD AUDIO 4tiW„ AND DATA CABLES — I 5'-0" MIN. 10'-0" z DROPPED CURB o 000000000, a0 000000 0 . a. 00 00000 z BACK OF CURB SLOPE. ` 1 12 4'4. ` SLOPE DN. w °fes. o DETECTABLE a. < a... WARNING a.. SURFACE EXISTING BUILDING � N * INCLUDE SINS R7-8 WHERE SHOWN ON PLAN 4 CURB RAMP DETAIL SD1 NOT TO SCALE JOINT SEALANT EXPANSION JOINT FILLER 18" EPDXY #10 BAR 18" 1 8 -2 30" C.T.C. SPACING lele O D DO NOT OD N \/VAA�XAA�V ��AA�\VAS\ / /\\i \/\/\\ // 'LO EXISTING CONCRETE O ENTER nl NEW CONCRETE 6 \ PAINTED 'DO NOT ENTER' SD1 NOT TO SCALE NOTES 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR 5. DETECTOR LOOP MANUFACTURERS: LOOP MANUFACTURER. DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWINGS COMPANIES OR EQUAL. 6'-8" 2. CENTER VEHICLE DETECTOR LOOP (ITEM # 217.11E1) 3M: 1-800-328-0033 IN DRIVE THRU LANE. INSTALL PER MFR. HME: 1-800-848-4468 RECOMMENDATIONS. 3. SEE CIVIL FOR DIMENSIONS OF DRIVE-THRU LANE 6. DETECTOR LOOP MATERIAL: PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM CONCRETE PAD FOR DETECTOR LOOP. ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED WIRE. LEAD-IN IS PRE -TWISTED AT FACTORY. THANK N 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE 2n USED WITHIN 2' OF LOOP. 7. DETECTOR LOOP CONSTRUCTION: o FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP CORNERS AS DETAILED. WIRE N LOOPED, FORMED, & PIGTAILED AS DETAILED. You 2 DETECTOR LOOP DETAILS SD1.0 NOT TO SCALE ?S PROJECT No. 60483275 NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PMS 123) 10 PAINTED 'THANK YOU' SD1 NOT TO SCALE CONCRETE PAVEMENT JOINTS SID NOT TO SCALE 6'-0" I DRIVE THRU Ln in c0 I I N ro NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PMS 123) PAINTED 'DRIVE THRU' MARKING NOT TO SCALE PEDESTRIAN CONFIRM ORDER HERE A.B.S. ELECTRONICS }'2" COMPRESSIBLE Q o m° o o EXISTING BUILDING FILLER J 2 N 4J Q3 J oaaj��'oo J m a 2 O 2-' - . V 20 J DETECTABLE WARNING SURFACE m HOUSING 2'-0" j CURB RAMP MIN. DROPPED CURB � U c SLOPED © 1:20 a D a O N (LONGITUDINALLY) LIGHT SENSOR U C L c 0 0 m O U 0 0 C O a m- N N C c aU°-+ tl) ° coolp < O c U'0 O O GALV. DOUBLE °m U c m t m C U t m ` m � O J c m p 0 U Q c U L --J DOWEL INTO EXISTING rn m O O U m c 0 8' HEX NUT 4" GRANULAR FILL EXISTING ASPHALT #3 ® 18" O.C. U W U O O o,uo o'n2,o ° co n O REINF. W/ 6x6-W2.9xW2.9 FLAT WASHER O a+ m o m 0.0 U a m 0 m m SDo 1 I I I I w O m E OW LD x N CIVIL SITE DETAILS U U m o O W z X N� C14 O 3Of N—W 3 W 0 O ° 0� V) �D o� 2 7 m N o8" HEX NUT 00 N N U m rl SIGN SHROUD w 3-6" `4 o 8" SEALTITE 120V 6" CONC. 00 11 PRIMARIESCURB 9 9 GRADE 1-1/2" CONDUIT - a PLAN �� III_ ANCHOR BOLT SHROUD NOTES: 4{� (4) 8"0x 24" LG. ji ANCHOR BOLTS * OPENING IN BASE PLATE - CONDUIT MUST BE LOCATED WITHIN THIS OPENING 11 L° NOTE: 1. CARE MUST BE TAKEN TO AVOID GETTING ANY �jj a ( FOUNDATION TYPICAL CONCRETE ON THREADS OF ANCHOR BOLTS - ° - - — TO "PRE-SELL/MENU- BOARD' FOUNDATION Li 2. AFTER SIGN IS LEVELED AND BOLTED INTO PLACE, DETAIL 5/SD2 0 FILL ENTIRE AREA UNDER PLATE WITH EMBECO #636 a NON -SHRINK METALLIC NON -RUST GROUT. w Of �3 (COD) "CUSTOMER ORDER DISPLAY" (REFERENCE) SECTION SD2 NOT TO SCALE 5'-0" MIN. 10'-0" z DROPPED CURB o 000000000, a0 000000 0 . a. 00 00000 z BACK OF CURB SLOPE. ` 1 12 4'4. ` SLOPE DN. w °fes. o DETECTABLE a. < a... WARNING a.. SURFACE EXISTING BUILDING � N * INCLUDE SINS R7-8 WHERE SHOWN ON PLAN 4 CURB RAMP DETAIL SD1 NOT TO SCALE JOINT SEALANT EXPANSION JOINT FILLER 18" EPDXY #10 BAR 18" 1 8 -2 30" C.T.C. SPACING lele O D DO NOT OD N \/VAA�XAA�V ��AA�\VAS\ / /\\i \/\/\\ // 'LO EXISTING CONCRETE O ENTER nl NEW CONCRETE 6 \ PAINTED 'DO NOT ENTER' SD1 NOT TO SCALE NOTES 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR 5. DETECTOR LOOP MANUFACTURERS: LOOP MANUFACTURER. DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWINGS COMPANIES OR EQUAL. 6'-8" 2. CENTER VEHICLE DETECTOR LOOP (ITEM # 217.11E1) 3M: 1-800-328-0033 IN DRIVE THRU LANE. INSTALL PER MFR. HME: 1-800-848-4468 RECOMMENDATIONS. 3. SEE CIVIL FOR DIMENSIONS OF DRIVE-THRU LANE 6. DETECTOR LOOP MATERIAL: PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM CONCRETE PAD FOR DETECTOR LOOP. ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED WIRE. LEAD-IN IS PRE -TWISTED AT FACTORY. THANK N 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE 2n USED WITHIN 2' OF LOOP. 7. DETECTOR LOOP CONSTRUCTION: o FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP CORNERS AS DETAILED. WIRE N LOOPED, FORMED, & PIGTAILED AS DETAILED. You 2 DETECTOR LOOP DETAILS SD1.0 NOT TO SCALE ?S PROJECT No. 60483275 NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PMS 123) 10 PAINTED 'THANK YOU' SD1 NOT TO SCALE CONCRETE PAVEMENT JOINTS SID NOT TO SCALE 6'-0" I DRIVE THRU Ln in c0 I I N ro NOTE: ALL TEXT SHALL BE PAINTED YELLOW (PMS 123) PAINTED 'DRIVE THRU' MARKING NOT TO SCALE C 5 CURB RAMP SECTION SD1 111=1'-0" 6" DIAMETER CONCRETE -FILLED STEEL POST 1/2" FOAM WRAP o 5 WITH SEALANT 1"R CONCRETE � PAVING 2"R — v O (O #30 FELT -----_ SLIP SHEET 6" I TYP. CONCRETE CURB & GUTTER � g 1 "=1'-0" SD1 5' 3' 3' ih 18' EXl ONL r NOTE : ARROWS AND WORDS CAN BE ARRANGED IN OTHER COMBINATIONS THAN THOSE ILLUSTRATED HERE TO ACHIEVE DESIRED RESULT. TYP. PAVEMENT MARKING NOT TO SCALE // v o \ O U) 6" 6" 6" TYP. BOLLARD DETAIL 1A�40 z I N INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING -BLUE 13 ) HANDICAP SYMBOL SD1 NOT wlo N O c Lo OOD O N N M O a DO � E N � OD co 0 o i U) O r U Q aw+ M O Q L 0 co x 0 Uc`'o`~6$ � u) o rn � m v O Z ED E 00 Loa 0 OD U Lo M 0- >> o_ `m�Urn-r- PEDESTRIAN VEHICULAR N }'2" COMPRESSIBLE Q o m° o o EXISTING BUILDING FILLER J 2 N 4J Q3 J oaaj��'oo J m 2 O 2-' - . V 20 J DETECTABLE WARNING SURFACE m 2'-0" j CURB RAMP MIN. DROPPED CURB � U c SLOPED © 1:20 O VjVjVj ij A (LONGITUDINALLY) 2% SLOPE U C L c 0 0 m O U 0 0 C O a m- N N C c aU°-+ tl) ° < O Om E V C O c U'0 O O N °m U c m t m C U t m ` m � O J c m p 0 U Q c U L --J DOWEL INTO EXISTING rn m O O U m c 0 FOUNDATION W/ 4" GRANULAR FILL EXISTING ASPHALT #3 ® 18" O.C. U W U O O o,uo o'n2,o 4" THICK CONCRETE SIDEWALK O REINF. W/ 6x6-W2.9xW2.9 W.W.F O a+ m C 5 CURB RAMP SECTION SD1 111=1'-0" 6" DIAMETER CONCRETE -FILLED STEEL POST 1/2" FOAM WRAP o 5 WITH SEALANT 1"R CONCRETE � PAVING 2"R — v O (O #30 FELT -----_ SLIP SHEET 6" I TYP. CONCRETE CURB & GUTTER � g 1 "=1'-0" SD1 5' 3' 3' ih 18' EXl ONL r NOTE : ARROWS AND WORDS CAN BE ARRANGED IN OTHER COMBINATIONS THAN THOSE ILLUSTRATED HERE TO ACHIEVE DESIRED RESULT. TYP. PAVEMENT MARKING NOT TO SCALE // v o \ O U) 6" 6" 6" TYP. BOLLARD DETAIL 1A�40 z I N INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING -BLUE 13 ) HANDICAP SYMBOL SD1 NOT wlo N O c Lo OOD O N N M O a DO � E N � OD co 0 o i U) O r U Q aw+ M O Q L 0 co x 0 Uc`'o`~6$ � u) o rn � m v O Z ED E 00 Loa 0 OD U Lo M 0- >> o_ `m�Urn-r- N O� 0 J N Q o m° o o In � m 0 ° ° J 2 N 4J Q3 J oaaj��'oo J m 2 O 2-' - . V 20 J m m O o 3 o m 24 N 2 � U c O CD _'o m e NN o coO O. U , 3° U C L c 0 0 m O U 0 0 C O t m O OC N N C c aU°-+ tl) ° < O Om E V C O c U'0 O O N °m U c m t m C U t m ` m � O J c m p 0 U Q c U wln .0 F) �O rn m O O U m c 0 421 c w U —,.o C O U m F_ 2 aN TE O O m 3 0 m U W U O O o,uo o'n2,o O � O O m •� .� v W 0 O 0 0 0 0 0° 3 o ® O a+ m o m 0.0 U a m 0 m m SDo 1 o_ w O m E OW LD x N CIVIL SITE DETAILS U U m o O W W`O N� C14 O 3Of N—W 3 W 0 0 0� V) �D o� 2 7 m N 0_ O_ J w m X W O CD N a < Ld F N N � O rn O 0 F_ 2 W F cc U W — O F G O N O 005-0319.00.0 SDo 1 x N CIVIL SITE DETAILS 97-25/32" 52-31/32" 1/4"-1'-0" 3/4" CONDUIT FROM BUILDING FOR POWER 4-1/8" BOLT PROJECTION NOTE: MENU REMINDER BOARD AVAILABLE FROM FLORIDA PLASTICS PHONE: 1-800-499-0400 %i\% D y2'-0 %�% ° %�% 3/4" CONDUIT & TERMINATE 40 '� (2) #12 WIRES. FURNISHED z BY E.C. & CONNECTED BY SIGN CONTRACTOR A (4) 1"0 x 35" ANCHOR BOLTS ° (PARTIALLY GALVANIZED) (4) 1" GALVANIZED HVY. HEX TOP NUT, ° 1-4 (4) 1" IS GALVANIZED LOCK WASHER, (8) 1" ID, 2" OD GALVANIZED FLAT WASHER ° ° B\FTG. & (4) 1" HVY. HEX LEVELING NUT, OR (4) 1"0 x 42" ANCHOR BOLTS I. 2'-0" DIA. (- WITHOUT BOND PLATE (;42 GATEWAY SIGN FTG. SD I/ /4"-1'-0" 1/2" OR 3/4" COND. 2'-0" COORD. W/ SITE ELECTRICAL DWGV 5 EA. ' WAY (4) 1/2"0 x 2'-0" ANCHOR BOLTS BY G.C. a z 1/z" ry g ANCHOR BOLTS ANCHOR BOLT & FOUND. PLAN (BY OTHERS) NOTE: THIS DETAIL TO BE USED WITH SITE SIGNS FROM: TENCON EVERBRITE YESCO QDIRECTIONAL SIGN FTG. 1/4"-0_-1'-0'P 2" CONDUIT FROM BUILDING FOR CONTROL WIRES - 1 1/2" CONDUIT TO PRE -SELLS BOARDS FOR CONTROL NUT & LOCK NUT LEVELING NUT NON -SHRINK NON -SHRINK GROUT TOOL/BEVEL/CHAMFER EDGE TYP. 24"x5/8" DIAMETER ANCHOR BOLT PLUS HOOK, 4 TYPICAL (SUPPLIED BY THE CONTRACTOR) IN POOR SOIL CONDITIONS (SOIL TYPES 1 & 2, WET SOFT CLAY, LOOSE SILT), INCREASE MENU BOARD FOUNDATION DIAMETER TO 24" AND DEPTH TO 5'-6" - 1/2" DIAMETER COND FOR POWER FROM BLDG 5 EA. WAY 1/2" CONDUIT & TERMINATE (2) #12 WIRES. FURNISHED BY E.C. & CONNECTED BY SIGN CONTRACTOR o111111� � \ " M (4) 1/2"0 x 24" ANCHOR BOLTS W/3" HK FURNISHED & INSTALLED BY G.C. POURED CONCRETE BASE 2'-0" BY G.C. (24" x 10") SECTION a 4 a NOES 1. G.C. TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE SIGN SUPPLIER. 2. GENERAL CONTRACTOR TO INSTALL PRE -FORMED, PRE -WIRED VEHICLE DETECTOR LOOP. 3. #12 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE P.V.C. NO METAL ALLOWED. 5. DIRECTIONAL SIGN FOOTING DETAIL TO BE USED FOR ALL ENTER/EXIT/WELCOME SIGNS AND DRIVE THRU DIRECTIONAL SIGNAGE. COORDINATE WITH THE SITE PLANS AND McDONALD'S PROJECT MANAGER FOR THE EXACT LOCATION, ORIENTATION AND NUMBER OF SIGNS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH THE OTHER TRADES. & ALL GALVANIZED ANCHOR BOLTS TO BE SUPPLIED BY THE CONTRACTOR. 7. MAINTAIN 2 Yz" MIN. CONCRETE COVER OF ALL CONDUIT, DEBAR, ETC. 8. SLOPED 1:48 TOP FROM CENTER TO EDGES & USE NON -SHRINK GROUT UNDER BASE Z. 2 GENERAL NOTES SD 2 CHANNEL LETTERS PAINTED McDONALD'S YELLOW V_0" 7' 1" 27 8 3 AMP LOAD 3 AMP LOAD 4.8 AMP LOAD 11.8 SQ. FT. 11.8 SQ. FT. AT 110 VOLT m OPTIONAL 43.1 SQ. FT. \ MENU REMINDER BOARD ELEVATION 1/4"-1'-0" 3/4" CONDUIT FROM BUILDING FOR POWER 4-1/8" BOLT PROJECTION NOTE: MENU REMINDER BOARD AVAILABLE FROM FLORIDA PLASTICS PHONE: 1-800-499-0400 %i\% D y2'-0 %�% ° %�% 3/4" CONDUIT & TERMINATE 40 '� (2) #12 WIRES. FURNISHED z BY E.C. & CONNECTED BY SIGN CONTRACTOR A (4) 1"0 x 35" ANCHOR BOLTS ° (PARTIALLY GALVANIZED) (4) 1" GALVANIZED HVY. HEX TOP NUT, ° 1-4 (4) 1" IS GALVANIZED LOCK WASHER, (8) 1" ID, 2" OD GALVANIZED FLAT WASHER ° ° B\FTG. & (4) 1" HVY. HEX LEVELING NUT, OR (4) 1"0 x 42" ANCHOR BOLTS I. 2'-0" DIA. (- WITHOUT BOND PLATE (;42 GATEWAY SIGN FTG. SD I/ /4"-1'-0" 1/2" OR 3/4" COND. 2'-0" COORD. W/ SITE ELECTRICAL DWGV 5 EA. ' WAY (4) 1/2"0 x 2'-0" ANCHOR BOLTS BY G.C. a z 1/z" ry g ANCHOR BOLTS ANCHOR BOLT & FOUND. PLAN (BY OTHERS) NOTE: THIS DETAIL TO BE USED WITH SITE SIGNS FROM: TENCON EVERBRITE YESCO QDIRECTIONAL SIGN FTG. 1/4"-0_-1'-0'P 2" CONDUIT FROM BUILDING FOR CONTROL WIRES - 1 1/2" CONDUIT TO PRE -SELLS BOARDS FOR CONTROL NUT & LOCK NUT LEVELING NUT NON -SHRINK NON -SHRINK GROUT TOOL/BEVEL/CHAMFER EDGE TYP. 24"x5/8" DIAMETER ANCHOR BOLT PLUS HOOK, 4 TYPICAL (SUPPLIED BY THE CONTRACTOR) IN POOR SOIL CONDITIONS (SOIL TYPES 1 & 2, WET SOFT CLAY, LOOSE SILT), INCREASE MENU BOARD FOUNDATION DIAMETER TO 24" AND DEPTH TO 5'-6" - 1/2" DIAMETER COND FOR POWER FROM BLDG 5 EA. WAY 1/2" CONDUIT & TERMINATE (2) #12 WIRES. FURNISHED BY E.C. & CONNECTED BY SIGN CONTRACTOR o111111� � \ " M (4) 1/2"0 x 24" ANCHOR BOLTS W/3" HK FURNISHED & INSTALLED BY G.C. POURED CONCRETE BASE 2'-0" BY G.C. (24" x 10") SECTION a 4 a NOES 1. G.C. TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE SIGN SUPPLIER. 2. GENERAL CONTRACTOR TO INSTALL PRE -FORMED, PRE -WIRED VEHICLE DETECTOR LOOP. 3. #12 GREEN GROUNDING CONDUCTOR MUST BE RUN WITH CIRCUIT CONDUCTORS FROM GROUND BUS IN PANEL LP TO ALL MENU BOARDS AND REFERENCE BOARDS. 4. ALL UNDERGROUND CONDUIT FOR AUDIO TO BE P.V.C. NO METAL ALLOWED. 5. DIRECTIONAL SIGN FOOTING DETAIL TO BE USED FOR ALL ENTER/EXIT/WELCOME SIGNS AND DRIVE THRU DIRECTIONAL SIGNAGE. COORDINATE WITH THE SITE PLANS AND McDONALD'S PROJECT MANAGER FOR THE EXACT LOCATION, ORIENTATION AND NUMBER OF SIGNS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH THE OTHER TRADES. & ALL GALVANIZED ANCHOR BOLTS TO BE SUPPLIED BY THE CONTRACTOR. 7. MAINTAIN 2 Yz" MIN. CONCRETE COVER OF ALL CONDUIT, DEBAR, ETC. 8. SLOPED 1:48 TOP FROM CENTER TO EDGES & USE NON -SHRINK GROUT UNDER BASE Z. 2 GENERAL NOTES SD 2 CHANNEL LETTERS PAINTED McDONALD'S YELLOW V_0" 7' 1" MENU BOARD FOUNDATION PLAN MENU BOARD FOUNDATION SECTION 12"X48" FLUORESCENT LIGHT FIXTURE 8' 0" 9'_0" a RESERVED RESERVED PARKING R7-8 PARKING ® 12"X18" ® R7-8 o_ 12"X18" 1'-8' 6'-5 3/4" ~► N ~► N N 5' _ on PEuun VAN R7 -8B Order Here z R7 8P z ACCESSIBLE w 10"X12" w 18"X9" N tt _ to � � R7� 10"X12" CHANNEL LETTERS PAINTEDEL EL Q Q u' McDONALD'S YELLOW w w WHITE 6"X6" PAINTED METAL TUBE O O ACM 2'-6" N N n W/ BREAK AWAY FEATURE m m (TYP.) COLOR: SILVER Q Q °i WHITE ACM (TYP.) coo N coo /40 z CUSTOMER ORDERNo DISPLAY UNIT + _ 35" DIA. X 60" r� �... (RE: 2/SD3 FOR DEEP CONCRETE ,• FOUNDATION . UNIT) ENCASED N N CANOPY BASE. (4) 1" DIA. g' GALVANIZED ANCHOR BOLTS ACCESSIBLE PARKING SIGN DETAIL VAN ACCESSIBLE PARKING SIGN DETAIL ORDER HERE CANOPY SD2 1/4"-1' 0" S PROJECT No. 60483275 ACCESSIBLE SIGN DESIGNATIONS SD2 1/2"-1'-O" %6� GATEWAY SIGN SD2 1/ /4"=1'-0" L OR R ) R6 - 1 [36" X 12"] (3 S.F.) WRONG WAY R5 - 1A [36" X 24"1 (6 S.F.) R5 - 1A (S) [30" X 18"1 (3.8 S.F.) e ONE WAY SIGNAGE SD2 NOT TO SCALE GALVANIZED ANCHOR BOLTS NOTE: REFER TO SHOP DRAWINGS ® 1-1/2" SOhedUle 40 Pipe with 12-20 mils thick plastisol coating. GRADE Allh w m Ln N 31.011 w o tD^ CD ro z r o a 3 o a 41011 CLEARANCE BAR _ Df N M 5"X5" PAINTED METAL O 2", 1 1/2", & 1/2" CONDUIT AND s o TUBE W/ BREAK - ° (4 # 12 WIRES. FURNISHED 1'-0" WHITE AWAY FEATURE o ) o " do ACMCOLOR: 005-0319.00.0 SILVER I Pad -4" BY E.C. & CONNECTED l• 1811 Concrete, Asphalt or (TYP.) Brick Pavers Concrete 9 BY SIGN CONTRACTOR Footing yI Ir ° ACM (TYP.) aWHITE BOTT\FTG. O 36" DIA. X 72" DEEP FOUNDATION DEPTH TO BE lm�l CONCRETE FOUNDATION BELOW FROST LINE AND UNDISTURBED SOIL (4) 1-1/4" DIA. MENU BOARD FOUNDATION PLAN MENU BOARD FOUNDATION SECTION 12"X48" FLUORESCENT LIGHT FIXTURE 8' 0" 9'_0" a RESERVED RESERVED PARKING R7-8 PARKING ® 12"X18" ® R7-8 o_ 12"X18" 1'-8' 6'-5 3/4" ~► N ~► N N 5' _ on PEuun VAN R7 -8B Order Here z R7 8P z ACCESSIBLE w 10"X12" w 18"X9" N tt _ to � � R7� 10"X12" CHANNEL LETTERS PAINTEDEL EL Q Q u' McDONALD'S YELLOW w w WHITE 6"X6" PAINTED METAL TUBE O O ACM 2'-6" N N n W/ BREAK AWAY FEATURE m m (TYP.) COLOR: SILVER Q Q °i WHITE ACM (TYP.) coo N coo /40 z CUSTOMER ORDERNo DISPLAY UNIT + _ 35" DIA. X 60" r� �... (RE: 2/SD3 FOR DEEP CONCRETE ,• FOUNDATION . UNIT) ENCASED N N CANOPY BASE. (4) 1" DIA. g' GALVANIZED ANCHOR BOLTS ACCESSIBLE PARKING SIGN DETAIL VAN ACCESSIBLE PARKING SIGN DETAIL ORDER HERE CANOPY SD2 1/4"-1' 0" S PROJECT No. 60483275 ACCESSIBLE SIGN DESIGNATIONS SD2 1/2"-1'-O" %6� GATEWAY SIGN SD2 1/ /4"=1'-0" L OR R ) R6 - 1 [36" X 12"] (3 S.F.) WRONG WAY R5 - 1A [36" X 24"1 (6 S.F.) R5 - 1A (S) [30" X 18"1 (3.8 S.F.) e ONE WAY SIGNAGE SD2 NOT TO SCALE GALVANIZED ANCHOR BOLTS NOTE: REFER TO SHOP DRAWINGS ® 1-1/2" SOhedUle 40 Pipe with 12-20 mils thick plastisol coating. J w m X 31.011 w o CD r o a 3 { a 41011 o Df N M O s a i - o0 o do Sand 005-0319.00.0 o Pad SD.2 l• 1811 Concrete, Asphalt or Brick Pavers Concrete 9 Footing yI Ir o BIKE RACK SD2 NOT TO SCALE IA u o �o 0 N M O Q N � ro r`�m� u a m X a W r) x Va 'oma° u 13 o 0 N m o Z o W m Em Io v zzz 0 0 z m Urn s J V ° J No - J v3DEo o w de - OZi - E 48 a V/ « N;o © - o U) E C °or mo W MIRC °TE- msv o,a O !) •~ ✓ -nom '3 � oma«Wi 00 « n .+ R ¢a o m E oio 00 m N N N W EE Io N w ~ w J w m X w o CD o a 3 a o Df N M O a ET - o0 o do 005-0319.00.0 o SD.2 N CIVIL SITE DETAILS 0 O CN CN O N I O N 0 0 0 0 0 I 0 / x I x x I x x x x I x x x J J Ll Ll 3 3 I rl m / w cnw J w af N O N J I 0 0 z 0 J m 0 o' a 0 z a 0 0 N J w of o_ 0 o' a 0 z a 0 0 / Y THE LAYOUT OF THE DRIVE-THRU LANES SHOWN IN THIS DETAIL ILLUSTRATES DRIVE-THRU DESIGN PRINCIPLES ONLY. FOR ACTUAL LAYOUT DERIVED FROM THESE PRINCIPLES, SEE CIVIL DRAWINGS. CONCRETE CURBING ONLY— REQUIRED WHEN PREVENTING DIRECT ACCESS FROM SITE INGRESS. STRIPING/LANDSCAPING-14� a 4F W a - PfiYA L4N Qa p° DSCAPING A8' LIMIT OF CONCRETE PAD a CONC. CURB (TYP.) ZLANDSCAPING7 SIDE BY SIDE DRIVE-THRU STANDARD B 1. SIDE BY SIDE DRIVE—THRU STANDARD B CURBING DETAILS: 1A DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE 12'-0". LANES BOUND BY CURB ON ONE SIDE AND PAINTED STRIPING ON THE OTHER SIDE ARE TO BE A MIN. OF 10'-0". 1 g THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING IS 20'-0". 1 C PRIMARY LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE. (LESS CURVING, THE BETTER). 1D THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 35'-45'. THE LENGTH OF THE ISLAND FROM THE COD ALLOWS FOR THREE CARS IN THE SECONDARY LANE, TWO IN THE PRIMARY LANE AND ONE AT THE COMMITMENT POINT. 1 E THE ISLAND WIDTH SHOULD BE 13'-0" AT THE WIDEST POINT. (FACE OF CURB TO FACE OF CURB) 1 F ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 14'-0" MIN. 2. SIDE BY SIDE DRIVE—THRU STANDARD B PAVEMENT MARKINGS: 2A 6" WIDE YELLOW PAINT STRIPE TO SPAN OUTER EDGE OF THE ENTIRE DRIVE-THRU LANE. LANE STARTS AT DRIVE-THRU ENTRANCE WHERE "McDONALD'S GATEWAY" SIGN IS LOCATED. 2B DOUBLE -HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING MARKINGS ARE 7'-0" SHAFT, 7'-0" ARROW STEM AND 3'-0" FOR THE ARROW HEAD. TIP OF ARROW HEAD TO BE LOCATED AT CENTER OF EACH LANE. 2C MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH COD SIMULTANEOUSLY MEET. THE MERGE POINT STRIPING IS TO BE LOCATED BY OFFSETTING THE INNER PRIMARY LANE BACK OF CURB 9'-0" AND OFFSETTING THE OUTER LANE STRIPING 8'-0". AT THE INTERSECTION OF THESE OFFSETS, A 6" YELLOW STRIPE IS TO BE MARKED PERPENDICULAR TO THE OUTER LANE AS WELL AS THE INNER PRIMARY LANE. 2p THE WORDS "THANK YOU" ARE TO BE PLACED 8" FROM THE EDGE OF THE YELLOW 11 11 m STRIPE TO THE BOTTOM OF THE WORD YOU . o' 0 ow Q 2E THE 8" YELLOW STRIPE IS TO BE PLACED 40'-0" FROM THE CENTER LINE OF THE 00 OPEN PRESENT WINDOW AND IS FOR PARKING CARS THAT ARE WAITING FOR wo Q ORDERS. w0 OZ2F A CIRCLE DIRECTIONAL ARROW CENTERED ABOVE THE WORD "DRIVE THRU" USED TO CD w = INDICATE THE DRIVE THRU ENTRY POINT. z ZI aw 0> o� 0 z0 5 m 4 PANEL OPO MENU BOARD (OR OPTIONAL 4 PANEL FP43 MENU /+ BOARD) — TYP. OF 2 3E y 2C 3A 81.0 MIN. DISTANCE NEEDED FOR SIDE BY SIDE STANDARD B ARS PROJECT No. 60483275 3. SIDE BY SIDE DRIVE—THRU STANDARD B EQUIPMENT POSITIONING FOR PRIMARY LANE- MIN. ANEMIN. 60'-0" (+5', 60'-65') LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE COD FACE AND THE CENTER LINE OF THE OPEN ORDER BOOTH WINDOW AS MEASURED ALONG THE CENTER LINE OF THE LANE. THIS MAY ONLY BE INCREASED IN 20'-0" INCREMENTS (t5' FOR 80', 100', AND 120') TO A MAX OF 120'. 100'-0" IS OPTIMAL. 3B THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 10'-0" FROM THE CENTER OF THE COD FOUNDATION. 3C THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE BETWEEN 40' AND 50' ANGLE FROM A CAR POSITIONED AT THE COD TO MAXIMIZE SECOND CAR VIEWING. F3—DlAUGER "McDONALD'S ORDER HERE CANOPY" COD/CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 3E A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE BUILDING ON THE DRIVE—THRU SIDE. IT SHOULD BE FLUSH AGAINST THE BUILDING AND FACE OF THE BOLLARD SHOULD BE TIGHT AGAINST THE BACK OF THE CURB. 3F AUGER "McDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. F3—G]THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER LINE OF THE PRIMARY COD MUST BE 15'-0". THIS MEASUREMENT IS TAKEN PARALLEL TO THE INSIDE CURB FACE OF THE PRIMARY LANE. 3H THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE PRIMARY COD. 4. SIDE BY SIDE DRIVE—THRU STANDARD B EQUIPMENT POSITIONING FOR SECONDARY LANE: 4A TO POSITION THE SECONDARY COD, DRAW AN ARC WITH A 14' RADIUS THAT IS CENTERED FROM THE MIDPOINT OF THE ISLAND TIP. THEN OFFSET THE FACE OF THE CURB BY 24" TO DETERMINE THE LOCATION OF CENTER OF FOUNDATION OF THE SECONDARY COD. 4B WHEN THE SECONDARY COD IS LOCATED AT 14'-0" FROM THE TIP OF THE CURBED ISLAND, THE LOOP DETECTOR IS TO BE 2'-0" FORWARD OF THE COD CENTER LINE WITH THE LOOP FACING FORWARD AND THE DETECTOR LOOP PERPENDICULAR TO THE SECONDARY COD WHEN POSSIBLE. 4C THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHOULD BE LOCATED 22" FROM FACE OF CURB AND APPROXIMATELY 6'-0" FROM THE TIP OF THE CURBED ISLAND. THE END CAP OF THE SECONDARY MENU BOARD SHOULD NOT BE LESS THAN 12" FROM FACE OF CURB. ANGLE SHOULD BE TO MAXIMIZE FIRST CAR VIEWING. 4D AUGER "McDONALD'S ORDER HERE CANOPY" COD/CANOPY FOUNDATION TIGHT AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS. 4E THE SECONDARY MENU BOARD SHALL BE PARALLEL TO THE PRIMARY DRIVE THRU LANE (OPO MENU BOARD SHOULD BE AT AN ANGLE NO GREATER THAN 30' TO MAXIMIZE SECOND CAR VIEWING). 4F "ANY LANE, ANY TIME" BOLLARD SIGN MUST BE A MIN. OF 1'-6" FROM FACE OF CURB AT THE BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD SIGN IS TO BE ORIENTED AT AN ANGLE OF 90' FROM THE CURB. 5. SIDE BY SIDE DRIVE—THRU STANDARD B DETECTOR LOOP: 5A DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING WINDOW AT THE CASH AND PRESENTER BOOTHS. SIDE BY SIDE DRIVE-THRU STANDARD B OPTIONAL FEATURES: 1. SIDE BY SIDE DRIVE—THRU STANDARD B OPTIONAL EQUIPMENT: APRE-SELL BOARD MUST BE 18"-24" FROM FACE OF CURB. THE DISTANCE 1A BETWEEN THE PRIMARY COD AND PRE -SELL BOARD IS TO BE 30' AS MEASURED ALONG THE CENTER LINE OF THE LANE. THIS IS MEASURED FROM THE CENTER OF THE PRE -SELL BOARD FOUNDATION TO THE CENTER OF THE COD FOUNDATION. THE ANGLE OF THE PRE -SELL BOARD SHOULD MAXIMIZE VISIBILITY TO THE THIRD CAR FROM COD. GENERAL NOTES 1. SIGNAGE & DRIVE-THRU ELEMENTS: COD, DRIVE-THRU PYLON/CLEARANCE POLE, BOLLARD SIGN, AND FREESTANDING MERCHANDIZER SHALL BE CONSISTENT WITH THE 2011 STANDARD BUILDING DESIGN DRIVE-THRU ELEMENTS. OTHER DESIGNS MAY NOT BE USED, 2. GENERAL CONTRACTOR SHALL COORDINATE WITH CIVIL PLANS, McDONALD'S PROJECT MANAGER, AND SIGNAGE SUPPLIER TO DETERMINE EXACT LOCATION, ORIENTATION, MOUNTING HEIGHTS, AND NUMBER OF SIGNS AND OTHER DRIVE—THRU ELEMENTS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH OTHER TRADES. 3. CONTACT McDONALD'S AREA CONSTRUCTION MANAGER FOR SIGNAGE & DRIVE—THRU ELEMENT FOOTING AND WIRING REQUIREMENTS. (INFORMATION ALSO AVAILABLE THROUGH VENDOR WEBSITES) SIGNAGE MANUFACTURER TO PROVIDE FOOTING ANCHORS & TEMPLATES TO G.C. PRIOR TO FOUNDATION POURING. 4. SEE DETAIL 2/DT1.0 AND ELECTRICAL SHEETS FOR DRIVE THRU WIRING INFORMATION. 5. GENERAL CONTRACTOR TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL CONTRACTOR AND THE SIGN SUPPLIER. 6. GENERAL CONTRACTOR TO INSTALL PRE—FORMED, PRE—WIRED VEHICLE DETECTOR LOOP. 7. GENERAL CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP DETECTOR SUPPLIER. m DETECTOR LOOP OUTLINE U LINE OF NG j a vo� \ w a z 0 o_ U 0 Li 0 J N O � *15 7j A,, LIMIT OF CONCRETE Oa0 X J a° a PAD (EXTEND 10'-0" `0 0 3 E o� y PAST EDGE OF BLDG. %� o o a WHEN 3RD WINDOW IS �'/^� 5A 5A UTILIZED.) o V/ 2E o „E, oro 'O U O C ._ Q 2D 42.0'-45.0' MAX. ° a° .3 0 o WINDOW SPACING 40'-0" MINIMUM 0 o u o o WE o N L L O a0+ O- 41 O E V C O C U'0 O O y O N U C N t N O O V O y O c w,2 U N c BUILDING WALL 1-1/2" PVC CONDUITS TO BUILDING FOR: 0 " " o L CONCRETE CURB • LOOP DETECTOR &AUDIO NOTES Q o- 0 0 � TE • DATA CABLE o 00 o N`° a o 1 1/2" PVC SLEEVE FOR 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR V DETECTOR LOOP 1/2" STEEL CONDUIT TO BUILDING FOR COD LOOP MANUFACTURER. c o� 0 3 ,� !' c N3 .� v POWER ® 0 030o000 2. CENTER VEHICLE DETECTOR LOOP ITEM ' o " COD POST FOUNDATION - SEE CIVIL ( # r y'9 d o 2'-0" TO 2'-6" 217.11 E1) IN DRIVE THRU LANE. INSTALL PER MFR. a m o $ �. d z d 1 1/2" PVC SLEEVE FOR DETECTOR LOOP RECOMMENDATIONS. a'3 0 0 0 y 0 DETECTOR o Q 3. SEE CIVIL FOR DIMENSIONS OF DRIVE—THRU LANE o O• LOOP 2'-0" TO 2'-6" CONCRETE PAD FOR DETECTOR LOOP. m o o m E ow O o z ��INLi N o 5'-0" DETECTOR 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE 0 o a N f TRAFFIC 9 LOOP USED WITHIN 2' OF LOOP. o o N m o LO FLOW O• N 3 5'-0" 5. DETECTOR LOOP MANUFACTURERS: WIDTH OF DRIVE-THRU LANE DETECTOR LOOPS MAY BE BY ONE OF THE TRAFFIC FOLLOWINGS COMPANIES OR EQUAL. PLAN FLOW 3M: 1-800-328-0033 HME: 1-800-848-4468 1 1/2" PVC SLEEVE IN D/T SLAB CONCRETE CURB SEE CIVIL FOR VEHICLE DETECTOR LOOP 6. DETECTOR LOOP MATERIAL: PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM PLAN I, WIDTH OF DRIVE-THRU LANE �, ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED PAVEMENT WIRE. LEAD-IN IS PRE -TWISTED AT FACTORY. Cr 2" MAX LEAD IN WIRES o d ---�— — — — - 7. DETECTOR LOOP CONSTRUCTION: COD POST AND FOUNDATION -SEE FORMED WITH ONE CONTINUOUS LENGTH OF PVC Ld m CIVIL WITH NO SHARP CORNERS AS DETAILED. WIRE X LOOPED, FORMED, & PIGTAILED AS DETAILED. Ld N CONCRETE CURB SEE CIVIL w 3. CONCRETE CURB a 3 PAVEMENTLd N FOUNDATION WALL�\ 1 o rn SECTION �� `— ________� 2' MAX N -- u o rn F- 1 1/2" PVC SLEEVE FOR D- 0 0 VEHICLE DETECTOR LOOP w o SECTION 005-0319.00.0 B - DT WINDOW DETECTOR LOOP A - C.O.D. DETECTOR LOOP Q1.0 DETECTOR LOOP DETAILS r DT1 oO NOT TO SCALE w x DRIVE-THRU DETAILS URS PROJECT No. 60483275 D2.o DEMOLITION GENERAL NOTES: m t41'-2" THESE DRAWINGS WERE PREPARED BASED ON INFORMATION D8 OBTAINED FROM SITE OBSERVATIONS. CONTRACTOR TO VERIFY 12'-0" ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOLITION & NOTIFY A/E IN CASE OF DISCREPANCIES ASAP. DEMOLITION IS TO BE EXECUTED SO AS NOT TO DISTURB EXISTING FOUNDATION AND STRUCTURE. D7 D7 D7 D3 D3 A. THIS PLAN INDICATES A GENERAL SCOPE OF WORK TO BE D9 ________________________ ________________________ _________________________ _____ _____________ __ PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR TO __ _ __ __ __ ___ _ __ _ _ COMPLETE THE BUILDING MODIFICATIONS AS SHOWN AND --------- _=- _=- _-- -== -=- _=-Ll REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT III NOT LIMITED TO ARCHITECTURAL, PLUMBING, ELECTRICAL & o HVAC WORK. a �_ illi illi D15 D16 D17 o liil ill B. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS v n liilD8 iii VESTIBULE DURING DEMOLITION OR CONSTRUCTION, HE SHALL w -H IIN N ilii 115 I IMMEDIATELY SUSPEND WORK & NOTIFY THE MCDONALD'S AREA CONSTRUCTION MANAGER BEFORE PROCEEDING. ❑ C. DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER & IN STRICT ACCORDANCE WITH OSHA REGULATIONS. SAFETY ilii MEASURES AND PROCEDURES ARE THE CONTRACTORS II I IIII RESPONSIBILITY. DINING D. DIMENSIONS AND CONFIGURATIONS OF EXISTING CONDITIONS 101 SHALL BE VERIFIED IN THE FIELD AND ANY DISCREPANCIES I OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE McDONALD'S ACM FOR RESOLUTION. D14 FREEZER I E. DEMOLITION CONTRACTOR TO COORDINATE & REVIEW ALL SUPPORT 114 CONSTRUCTION DOCUMENTS & DETERMINE THE EXTENT OF Ld 109 DEMOLITION WORK & BECOME FAMILIAR WITH THEM BEFORE ao D11 D14 I o PERFORMING ANY DEMOLITION WORK. BY THE ACT OF I STARTING DEMOLITION, THE CONTRACTOR WILL BE DEEMED TO o I D15SERVICE CUSTOMER HAVE COMPLIED WITH THE AFOREMENTIONED, TO HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE THE � D10 100 j NECESSARY ALLOWANCES IN PREPARING HIS BID. F. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL DRAWINGS FOR DETAILED ELECTRICAL DEMOLITION NOTES. D11 PLAYPLACE G. VERIFY WITH OWNER THE DISPOSITION OF ALL FURNISHINGS, 1 I 1117 MILLWORK, LIGHTING FIXTURES, INTERIOR ELEMENTS, ETC. TO AD2.1 �i BE REMOVED. ALL ITEMS TO BE DISPOSED OFF-SITE AND IN D15 AN LEGAL MANNER. III ill H. SAWCUT & REMOVE EXISTING SLABS AS REQUIRED FOR COOLER _ _ _ _ _ _ _ D16 O D17 O illi IIII ilii UNDERGROUND ELECTRICAL & PLUMBING LINES. REFER TO PLUMBING, ELECTRICAL & KITCHEN DRAWINGS FOR ALL SAWCUTS & TRENCHING WORK REQUIRED. CONCRETE FLOOR w a o 113 OFFICE 7 WORK TO BE FINISHED FLUSH WITH EXISTING FLOOR. PREP 0 N DOWEL NEW SLABS TO EXISTING W/ #4 REBAR ® 24" 0. C. N EACH SIDE (STAGGERED). REBAR TO EXTEND 6" INTO p I EXISTING SLAB & ACROSS CUT OPENING. SECURE REBAR LO N - INTO EXISTING SLAB W/ EPDXY GROUT. REPLACE OR REPAIR c: 000 cm NN M ANY VAPOR BARRIERS DISTURBED DURING EXCAVATIONS. fl 00 KITCHEN I oo ❑ 104 D14 I I. CONTRACTOR SHALL PROVIDE ALL TEMPORARY p (n U) rn r- 0 i BRACING/SHORING AS REQUIRED TO MAINTAIN STRUCTURAL CL a°�i -; m rn a STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES p m o I i CONSTRUCTION. C) � or - D7OF rn 1 J. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE o z; LO 00 DURING CONSTRUCTION. CONTRACTOR TO PATCH & REPAIR mo Z I STORAGE 109 I D15 J // ANY PORTIONS OF THE EXISTING BUILDING AFFECTED BY NEW WORK AS REQUIRED TO MATCH THE EXISTING ADJACENT a a? m c 00 t �Crf 00. Q CREW ROOM / �/ CONSTRUCTION & FINISHES. N UTILITY 110 ORDER PRESENTER D16 / // a cm U D8 ill I 111 107 105 VESTIBULE / J K. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF IIS I 116 O DEMOLITION. THE WORK INCLUDES, BUT S NOT LIMITED TO THE DEMOLITION AND REMOVAL OF ANY WALLS, COUNTERS, v -o 0 U oo °ate MIAD17 / L 3 � N N - - - - - - - - - _ _ _ - / j FURNITURE, BULKHEADS, DOORS, PLUMBING, MECHANICAL Q , ♦ 0 '� C o 0 0 0 e 0 c ----T7--7-- AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK N AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO m J o ads 00 / COMPLETE THE INSTALLATION OF THE NEW WORK FORA 0 J 0 0. 0012,o COMPLETE JOB. -0 m m E 0. X / ` L. REMOVE ANY SINKS, WATER CLOSETS, URINALS, LAVATORIES, �o 0 o 0 nN -� --z--- -- 1 --z--- /___1--z---z--J--1---1--'I -- --�-- ---1 -----L--J--1 ___z--- I�1_-----L--J--1 --�--�--�- / / / 1 --1 -- --- z---/----z-- / / -- -� FLOOR DRAINS, NOTED ON DRAWINGS AS WELL AS ALL ASSOCIATED PLUMBING ACCESSORIES. CAP, PLUG ALL E os a° .. o I ABANDONED SUPPLY & WASTE LINES. PATCH & SEAL ALL D18 D1 D18 D1 FLOOR PENETRATIONS. SEE MECHANICAL & PLUMBING O TYP. TYP. DRAWINGS FOR DETAILED DEMOLITION NOTES. 0 � 0 0 0° c o E_ 0 N N no O �.N E U C 3 M. WHEN UTILITIES ARE REMOVED, CAP & SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MIN. OF 1" BEHIND WALL o C O'C 0 m 0 0 0 0cax m 0 U 0 ` 0 AD2.1 FINISH AND A MINIMUM OF 6" ABOVE FINISHED CEILING. ° �~ o MATCH LINE _ AAD1.1 N. COORDINATE PLUMBING DEMOLITION WORK WITH NEW TOILET - V) ° N 0 ° LAYOUT, REFER PLUMBING DRAWINGS. ow 00 Cy O y U N N _O 0. CUT ALL EXISTING PLUMBING RISERS AND EXTEND 0s o N TE 3 UNDERSLAB PIPING TO NEW PLUMBING CHASE LOCATIONS AS 0 0 y 3 0 0 REQUIRED. C O `` C '; ,.'L'' O d'- V o ` o ° 0 P. SEE DEMOLITION ELEVATIONS FOR MORE INFORMATION. ® � oa 3 0 O � > a>t"Omc PARTIAL FLOOR PLAN Q. EXISTING BUILDING SIGNAGE - CONTRACTOR TO SELECTIVELY a os o z o ai ° o REMOVE AND COORDINATE TRANSFER/DISPOSAL OF WITH 1 of QRD,E,=M0LlTTl0.Ne.: MCDONALDS A.C.M. COORDINATE DE-ENERGIZING OF w O LE: CONNECTIONS PRIOR TO DEMOLITION. COORDINATE RE-USE OR ABANDONMENT OF UTILITIES. ABANDONED POWER SHALL o o m E LID Ww - BE REMOVED BACK TO PANEL/BREAKER. CONDUIT MAY m w �I aa' oN CD REMAIN. Z ¢ = N 0 w ~ v=N N O N D w 00 N R. CONTRACTOR SHALL VERIFY ALL CRITICAL EXISTING ELEVATION x DEMOLITION KEY NOTES: DEMOLITION LEGEND: HEIGHTS ABOVE FINISH SLAB, INCLUDING, BUT NOT LIMITED N 3 TO: WINDOW SILL, WINDOW HEADS, TOPS OF WALL, BOTTOM REFER TO D1.0 FOR DEMOLITION GENERAL NOTES OF MANSARD ROOF SOFFITS, TOPS OF PARAPETS, ETC. 'x' �r px DENOTES KEY NOTE NUMBER BELOW S. REMOVE ALL MANSARD ROOFING. EXISTING TO BE REMOVED 1. REMOVE PROJECTION OF EXISTING MANSARD FRAMING AND 8. REMOVE STOREFRONT/ WINDOW ASSEMBLY OR INDICATED 14. REMOVE EXISTING INTERIOR PARTITIONS, EXISTING STRUCTURAL T. REMOVE ALL EXTERIOR CAMERAS AND OTHER EXTERIOR SHEATHING AS REQUIRED TO SUIT NEW WORK, REMOVE PORTION THEREOF AND RE-FRAME AS REQUIRED TO SUIT COLUMNS TO REMAIN. MOUNTED SECURITY EQUIPMENT AS NECESSARY TO PERFORM ALL ROOFING MATERIALS; PROVIDE SUPPLEMENTAL NEW WORK. MAINTAIN AND/OR PROVIDE STRUCTURAL WORK. FRAMING TO MAINTAIN THE INTEGRITY OF THE MANSARD SUPPORTS. 15. REMOVE ALL EXISTING ELECTRICAL FIXTURES, CONDUITS, ETC. STRUCTURE AND TO SUIT NEW WORK. REFER TO AREA NOT IN SCOPE U. AS NECESSARY, REMOVE: STRUCTURAL DRAWINGS. 9. TOILET DEMOLITION SCOPE: 16. REMOVE ALL EXISTING INTERIOR FINISHES; WALLS, FLOORS ANDNor.]*EXISTING EXTERIOR PLAYPLACE FENCING AND EXISTING REMOVE PLUMBING FIXTURES. CEILINGS. COORDINATE THE EXTENT OF DEMOLITION WITH THE SAFETY SURFACE 0 2. REMOVE PARAPET CAP AND FLASHING. PREP TOP OF REMOVE ALL ACCESSORIES. DECOR DRAWINGS FOR NEW SCHEDULED FINISHES. EXISTING PARTITION/ WALL TO REMAIN *EXISTING EXTERIOR TABLES AND CHAIRS REMAINING STRUCTURE TO RECEIVE NEW PARAPET TO SUIT REMOVE TOILET PARTITION DOORS, FRAMES, AND •CONCRETE CURBS w m NEW WORK. ASSOCIATED HARDWARE. 17. EXISTING MECHANICAL DUCTWORK TO REMAIN. EXISTING *EXTERIOR GUARDRAILS AND BOLLARDS TO ACCOMMODATE • REMOVE FLOOR AND WALL FINISHES. DIFFUSERS TO BE REMOVED & REPLACED. NEW WORK' x 3. REMOVE EXISTING EXTERIOR WALL IN INDICATED AREA REMOVE PARTITIONS. L`� o BACK TO PLYWOOD SHEATHING. PREPARE EXPOSED 18. REMOVE CEILING.CID REMOVE AUTOMATIC DRIVE-THRU WINDOW. CUT BACK w � SHEATHING TO RECEIVE NEW WALL FINISH TO SUIT NEW • REMOVE LIGHT FIXTURES. AND SECURE WIRING AND RE-FRAME AS REQUIRED TO o a WORK. SUIT NEW WORK. a 10. REMOVE EXISTING COUNTER ASSEMBLY AND MENU BOARD LLQ F o 4. REMOVE ALL EXTERIOR LIGHT FIXTURES. CUT BACK AND TO SUIT NEW WORK, REFER TO CONSTRUCTION DRAWING 19. PREPARE EXISTING STOREFRONT/ WINDOW ASSEMBLY TO RECEIVE N M SECURE WIRING. A1.0. COORDINATE WITH DECOR DRAWINGS. NEW PANEL FINISH TO MATCH EXISTING. 00 g m 5. REMOVE EXISTING BUILDING SIGNAGE. CUT BACK AND 11. FOR FURNITURE DEMOLITION SEE INTERIOR DECOR D a o n 0 SECURE ANY ELECTRICAL WIRING TO BEHIND PLYWOOD DRAWINGS. SHEATHING. wo o F N O 6. REMOVE ALL LOGO STICKERS AND DECALS FROM ALL 12. EXISTING LADDER TO REMAIN. 005-0319.00.0 GLAZING THROUGHOUT. 13. EXISTING MASONRY KNEE WALL TO REMAIN. 7. REMOVE EXISTING EXTERIOR WALL OR INDICATED PORTION w Z A D 1.0 THEREOF AND RE-FRAME AS REQUIRED TO SUIT NEW = WORK. REFER TO CONSTRUCTION DRAWING A1.0. DEMO FLOOR PLAN URS PROJECT No. 60483275 URS PROJECT No. 60483275 r DEMOLITION GENERAL NOTES: m THESE DRAWINGS WERE PREPARED BASED ON INFORMATION D7 D8 2 OBTAINED FROM SITE OBSERVATIONS. CONTRACTOR TO VERIFY D2.0 ALL EXISTING CONDITIONS IN FIELD PRIOR TO DEMOLITION & NOTIFY A/E IN CASE OF DISCREPANCIES ASAP. DEMOLITION IS TO BE EXECUTED SO AS NOT TO DISTURB EXISTING FOUNDATION AND STRUCTURE. A. THIS PLAN INDICATES A GENERAL SCOPE OF WORK TO BE PERFORMED AND DOES NOT RELIEVE THE CONTRACTOR TO COMPLETE THE BUILDING MODIFICATIONS AS SHOWN AND ---- REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING BUT z NOT LIMITED TO ARCHITECTURAL, PLUMBING, ELECTRICAL & o HVAC WORK. a VESTIBULE B. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS MATERIALS U 115 I DURING DEMOLITION OR CONSTRUCTION, HE SHALLLi IMMEDIATELY SUSPEND WORK & NOTIFY THE MCDONALD'S :\E� AREA CONSTRUCTION MANAGER BEFORE PROCEEDING. C. DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER & IN STRICT ACCORDANCE WITH OSHA REGULATIONS. SAFETY °i MEASURES AND PROCEDURES ARE THE CONTRACTORS D8 RESPONSIBILITY. o I D. DIMENSIONS AND CONFIGURATIONS OF EXISTING CONDITIONS SHALL BE VERIFIED IN THE FIELD AND ANY DISCREPANCIES PLAYPLACE OR CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF TOY AREA THE McDONALD'S ACM FOR RESOLUTION. 118 E. DEMOLITION CONTRACTOR TO COORDINATE & REVIEW ALL CONSTRUCTION DOCUMENTS & DETERMINE THE EXTENT OF Li DEMOLITION WORK & BECOME FAMILIAR WITH THEM BEFORE ao I D11 PERFORMING ANY DEMOLITION WORK. BY THE ACT OF D14 1 STARTING DEMOLITION, THE CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH THE AFOREMENTIONED, TO HAVE D16 PLAYPLACE D2.0 ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE THE 117 NECESSARY ALLOWANCES IN PREPARING HIS BID. D17 F. ELECTRICAL DEMOLITION NOTE: REFER TO ELECTRICAL I DRAWINGS FOR DETAILED ELECTRICAL DEMOLITION NOTES. I G. VERIFY WITH OWNER THE DISPOSITION OF ALL FURNISHINGS, MILLWORK, LIGHTING FIXTURES, INTERIOR ELEMENTS, ETC. TO BE REMOVED. ALL ITEMS TO BE DISPOSED OFF—SITE AND IN AN LEGAL MANNER. °i H. SAWCUT & REMOVE EXISTING SLABS AS REQUIRED FOR UNDERGROUND ELECTRICAL & PLUMBING LINES. REFER TO Q ° D8 PLUMBING, ELECTRICAL & KITCHEN DRAWINGS FOR ALL o of SAWCUTS & TRENCHING WORK REQUIRED. CONCRETE FLOOR ii WORK TO BE FINISHED FLUSH WITH EXISTING FLOOR. DOWEL NEW SLABS TO EXISTING W/ #4 REBAR ® 24" 0. C. EACH SIDE (STAGGERED). REBAR TO EXTEND 6" INTO N p ni EXISTING SLAB & ACROSS CUT OPENING. SECURE REBAR LO INTO EXISTING SLAB W/ EPDXY GROUT. REPLACE OR REPAIR m NN cj ° ANY VAPOR BARRIERS DISTURBED DURING EXCAVATIONS. fl 00 I D8 co co E I. CONTRACTOR SHALL PROVIDE ALL TEMPORARY p N U rn r- v I ilii 0 D7 BRACING/SHORING AS REQUIRED TO MAINTAIN STRUCTURAL CL ai -; m 0-) , m STABILITY OF THE EXISTING STRUCTURE DURING ALL PHASES p aa) o Jill ° OF CONSTRUCTION. () 0 IIIl NCID 3 o F1 n J. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE } m —) Lo DURING CONSTRUCTION. CONTRACTOR TO PATCH & REPAIR °' ° z 0' ANY PORTIONS OF THE EXISTING BUILDING AFFECTED BY NEW m 00 WORK AS REQUIRED TO MATCH THE EXISTING ADJACENT o 00 a tcr- Q CONSTRUCTION & FINISHES. w C4 VESTIBULE U 116 / / / K. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO 0 ° 0. THE DEMOLITION AND REMOVAL OF ANY WALLS, COUNTERS, 0 v ° ami FURNITURE, BULKHEADS, DOORS, PLUMBING, MECHANICAL ° AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON THE DRAWINGS OR AS REQUIRED TO m J o d ads o =o COMPLETE THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. ° J ° 0Q, o 0 ° a T °o 0 w 6.0 N O. N L. REMOVE ANY SINKS, WATER CLOSETS, URINALS, LAVATORIES, 0 s ° "` 6— C N � � U FLOOR FLOOR DRAINS, NOTED ON DRAWINGS AS WELL AS ALL ID m 0 0� 0' o 0 E' --/--�--1 --1 -- --J ASSOCIATED PLUMBING ACCESSORIES. CAP, PLUG ALL //\ a c o V/ �r o LTYP. ABANDONED SUPPLY & WASTE LINES. PATCH & SEAL ALL _ o = U` 3° O U FLOOR PENETRATIONS. SEE MECHANICAL & PLUMBING C 0 O o$ DRAWINGS FOR DETAILED DEMOLITION NOTES. ° o o o o L O N° I NL 0 E V C M. WHEN UTILITIES ARE REMOVED, CAP & SEAL A MINIMUM OF �w�O= y o = 0E, 0 0 0 X 8" BELOW FINISH FLOOR OR A MIN. OF 1" BEHIND WALL0 0� CUL ° N O U �'YA111} FINISH AND A MINIMUM OF 6" ABOVE FINISHED CEILING. W ° �~ o `o MATCH LINE AD1.0 N. COORDINATE PLUMBING DEMOLITION WORK WITH NEW TOILET - V) ° N 0 C. 0 ° LAYOUT, REFER PLUMBING DRAWINGS. C y y o 0. CUT ALL EXISTING PLUMBING RISERS AND EXTEND °so N TE D UNDERSLAB PIPING TO NEW PLUMBING CHASE LOCATIONS AS 0 o 0 z 0 m= 0 " ao REQUIRED. C ° c O C '; �.1 O d'- V ° ` o ° 0 P. SEE DEMOLITION ELEVATIONS FOR MORE INFORMATION. ® o oa 3 0 = N = -O a) O DEMOLITION: PLAY PLACE FLOOR PLAN Q. EXISTING BUILDING SIGNAGE — CONTRACTOR TO SELECTIVELY 0" N N w s 0,s0 0 o 0 �r o aw REMOVE AND COORDINATE TRANSFER/DISPOSAL OF WITH o_ _ 0 MCDONALDS A.C.M. COORDINATE DE—ENERGIZING OF a w o AD1.1 SCALE: 1 4' = 1'-0" CONNECTIONS PRIOR TO DEMOLITION. COORDINATE RE—USE OR ABANDONMENT OF UTILITIES. ABANDONED POWER SHALL o o m E Ww `O BE REMOVED BACK TO PANEL/BREAKER. CONDUIT MAY m w �I o aa' oN CD REMAIN. Z ¢ = N ~ v=N w w 00 R. CONTRACTOR SHALL VERIFY ALL CRITICAL EXISTING ELEVATION DEMOLITION KEY NOTES: DEMOLITION LEGEND: HEIGHTS ABOVE FINISH SLAB, INCLUDING, BUT NOT LIMITED 3 TO: WINDOW SILL, WINDOW HEADS, TOPS OF WALL, BOTTOM REFER TO D1.0 FOR DEMOLITION GENERAL NOTES OF MANSARD ROOF SOFFITS, TOPS OF PARAPETS, ETC. Ox x' DENOTES KEY NOTE NUMBER BELOW S. REMOVE ALL MANSARD ROOFING. EXISTING TO BE REMOVED 1. REMOVE PROJECTION OF EXISTING MANSARD FRAMING AND 8. REMOVE STOREFRONT/ WINDOW ASSEMBLY OR INDICATED 14. REMOVE EXISTING INTERIOR PARTITIONS, EXISTING STRUCTURAL T. REMOVE ALL EXTERIOR CAMERAS AND OTHER EXTERIOR SHEATHING AS REQUIRED TO SUIT NEW WORK, REMOVE PORTION THEREOF AND RE—FRAME AS REQUIRED TO SUIT COLUMNS TO REMAIN. MOUNTED SECURITY EQUIPMENT AS NECESSARY TO PERFORM ALL ROOFING MATERIALS; PROVIDE SUPPLEMENTAL NEW WORK. MAINTAIN AND/OR PROVIDE STRUCTURAL WORK. FRAMING TO MAINTAIN THE INTEGRITY OF THE MANSARD SUPPORTS. 15. REMOVE ALL EXISTING ELECTRICAL FIXTURES, CONDUITS, ETC. STRUCTURE AND TO SUIT NEW WORK. REFER TO AREA NOT IN SCOPE U. AS NECESSARY, REMOVE: STRUCTURAL DRAWINGS. 9. TOILET DEMOLITION SCOPE: 16. REMOVE ALL EXISTING INTERIOR FINISHES; WALLS, FLOORS AND *EXISTING EXTERIOR PLAYPLACE FENCING AND EXISTING • REMOVE PLUMBING FIXTURES. CEILINGS. COORDINATE THE EXTENT OF DEMOLITION WITH THE SAFETY SURFACE 2. REMOVE PARAPET CAP AND FLASHING. PREP TOP OF REMOVE ALL ACCESSORIES. DECOR DRAWINGS FOR NEW SCHEDULED FINISHES. EXISTING PARTITION/ WALL TO REMAIN *EXISTING EXTERIOR TABLES AND CHAIRS REMAINING STRUCTURE TO RECEIVE NEW PARAPET TO SUIT REMOVE TOILET PARTITION DOORS, FRAMES, AND *CONCRETE CURBS w m NEW WORK. ASSOCIATED HARDWARE. 17. EXISTING MECHANICAL DUCTWORK TO REMAIN. EXISTING •EXTERIOR GUARDRAILS AND BOLLARDS TO ACCOMMODATE • REMOVE FLOOR AND WALL FINISHES. DIFFUSERS TO BE REMOVED & REPLACED. NEW WORK' W 3. REMOVE EXISTING EXTERIOR WALL IN INDICATED AREA REMOVE PARTITIONS. o BACK TO PLYWOOD SHEATHING. PREPARE EXPOSED 18. REMOVE AUTOMATIC DRIVE—THRU WINDOW. CUT BACK REMOVE CEILING.CID w � SHEATHING TO RECEIVE NEW WALL FINISH TO SUIT NEW • REMOVE LIGHT FIXTURES. AND SECURE WIRING AND RE—FRAME AS REQUIRED TO o a WORK. SUIT NEW WORK. a 10. REMOVE EXISTING COUNTER ASSEMBLY AND MENU BOARD Ld m 4. REMOVE ALL EXTERIOR LIGHT FIXTURES. CUT BACK AND TO SUIT NEW WORK, REFER TO CONSTRUCTION DRAWING 19. PREPARE EXISTING STOREFRONT/ WINDOW ASSEMBLY TO RECEIVE N M SECURE WIRING. A1.0. COORDINATE WITH DECOR DRAWINGS. NEW PANEL FINISH TO MATCH EXISTING. OU m g 5. REMOVE EXISTING BUILDING SIGNAGE. CUT BACK AND 11. FOR FURNITURE DEMOLITION SEE INTERIOR DECOR a_0 a n 0 SECURE ANY ELECTRICAL WIRING TO BEHIND PLYWOOD DRAWINGS. w C N SHEATHING. v wo w w o F N O 12. EXISTING LADDER TO REMAIN. 005-0319.00.0 6. REMOVE ALL LOGO STICKERS AND DECALS FROM ALL GLAZING THROUGHOUT. 13. EXISTING MASONRY KNEE WALL TO REMAIN. 7. REMOVE EXISTING EXTERIOR WALL OR INDICATED PORTION w zA D 1.1 THEREOF AND RE—FRAME AS REQUIRED TO SUIT NEW = WORK. REFER TO CONSTRUCTION DRAWING A1.0. DEMO PLAY PLACE PLAN URS PROJECT No. 60483275 T/ PLAYPLACE ELEV. 23'-0" jk T/ PARAPET ELEV. 17'-6" B/ DECO BAND ELEV. 9'-3" T/ SLAB ELEV. 0'-0" URS PROJECT No. 60483275 T/ PLAYPLACE ELEV. 22'-10" r6 T/ PARAPET ELEV. 17'-6" T/ PARAPET ELEV. 14'-6" jk B/ DECO BAND ELEV. 9'-3" T/ SLAB ELEV. 0'-0" MATCH LINE AD2.0 DEMOLITION KEY NOTES: REFER TO D1.0 FOR DEMOLITION GENERAL NOTES Dx 'x' DENOTES KEY NOTE NUMBER BELOW 1. REMOVE PROJECTION OF EXISTING MANSARD FRAMING AND SHEATHING AS REQUIRED TO SUIT NEW WORK, REMOVE ALL ROOFING MATERIALS; PROVIDE SUPPLEMENTAL FRAMING TO MAINTAIN THE INTEGRITY OF THE MANSARD STRUCTURE AND TO SUIT NEW WORK. REFER TO STRUCTURAL DRAWINGS. 2. REMOVE PARAPET CAP AND FLASHING. PREP TOP OF REMAINING STRUCTURE TO RECEIVE NEW PARAPET TO SUIT NEW WORK. 3. REMOVE EXISTING EXTERIOR WALL IN INDICATED AREA BACK TO PLYWOOD SHEATHING. PREPARE EXPOSED SHEATHING TO RECEIVE NEW WALL FINISH TO SUIT NEW WORK. 4. REMOVE ALL EXTERIOR LIGHT FIXTURES. CUT BACK AND SECURE WIRING. 5. REMOVE EXISTING BUILDING SIGNAGE. CUT BACK AND SECURE ANY ELECTRICAL WIRING TO BEHIND PLYWOOD SHEATHING. 6. REMOVE ALL LOGO STICKERS AND DECALS FROM ALL GLAZING THROUGHOUT. 7. REMOVE EXISTING EXTERIOR WALL OR INDICATED PORTION THEREOF AND RE -FRAME AS REQUIRED TO SUIT NEW WORK. REFER TO CONSTRUCTION DRAWING A1.0. 8. REMOVE STOREFRONT/ WINDOW ASSEMBLY OR INDICATED PORTION THEREOF AND RE -FRAME AS REQUIRED TO SUIT NEW WORK. MAINTAIN AND/OR PROVIDE STRUCTURAL SUPPORTS. 9. TOILET DEMOLITION SCOPE: • REMOVE PLUMBING FIXTURES. • REMOVE ALL ACCESSORIES. • REMOVE TOILET PARTITION DOORS, FRAMES, AND ASSOCIATED HARDWARE. • REMOVE FLOOR AND WALL FINISHES. • REMOVE PARTITIONS. • REMOVE CEILING. • REMOVE LIGHT FIXTURES. 10. REMOVE EXISTING COUNTER ASSEMBLY AND MENU BOARD TO SUIT NEW WORK, REFER TO CONSTRUCTION DRAWING A1.0. COORDINATE WITH DECOR DRAWINGS. 11. FOR FURNITURE DEMOLITION SEE INTERIOR DECOR DRAWINGS. 12. EXISTING LADDER TO REMAIN. 13. EXISTING MASONRY KNEE WALL TO REMAIN T/ PLAYPLACE r6 ELEV. 22'-10" T/ PARAPET r6 ELEV. 17'-6" T/ PARAPET r6 ELEV. 14'-6" B/ DECO BAND ELEV. 9'-3" T/ SLAB r6 ELEV. 0'-0" 14. REMOVE EXISTING INTERIOR PARTITIONS, EXISTING STRUCTURAL COLUMNS TO REMAIN. 15. REMOVE ALL EXISTING ELECTRICAL FIXTURES, CONDUITS, ETC. 16. REMOVE ALL EXISTING INTERIOR FINISHES; WALLS, FLOORS AND CEILINGS. COORDINATE THE EXTENT OF DEMOLITION WITH THE DECOR DRAWINGS FOR NEW SCHEDULED FINISHES. 17. EXISTING MECHANICAL DUCTWORK TO REMAIN. EXISTING DIFFUSERS TO BE REMOVED & REPLACED. 18. REMOVE AUTOMATIC DRIVE-THRU WINDOW. CUT BACK AND SECURE WIRING AND RE -FRAME AS REQUIRED TO SUIT NEW WORK. 19. PREPARE EXISTING STOREFRONT/ WINDOW ASSEMBLY TO RECEIVE NEW PANEL FINISH TO MATCH EXISTING. EXISTING TO BE REMOVED AREA NOT IN SCOPE z 0 o_ Fy U w 0 Li 0 ry w a 0 J N m E o Q C c 0 LO 00 c po_O 0 O` p�� 0 O O a00 N M c ' - 00 00 E L O (n :3 U) 00 co O Q V/ 0 rn CO0 Q U U 0 C L — 0 0 ch x O L L O ry O C N rq�. U C C � oLo o o.N E V C .0 O C U X O O N U C N L N N CUL ` N zz 00 Z3 5 U 0) ED co E 00 5Z a U N � c OL dy TE coIUrnt C dU a 0 w '3 �.'l d'3w� 0 o o 0 0 0 07o J m d N O� m E 3�O N C N Q O- 0 .O O O IN m Doc - o 0 0a J c po_O 0 O` p�� 0 O N � W O 0 F N � 0E E O O D w O 0 y Opt 0 Oco �>,j 0_ N N a0+ N N N 0 V/ ��c'�$_o�o+a O C O O, O C C 3 O U U 0 C L — 0 0 0 0 0.0 O C O N p 0 _ L L O ry O C N rq�. U C C o o.N E V C .0 O C U X O O N U C N L N N CUL ` O J~ C N p 0 U Q EZ U w N O'y O C N O U ry O C OU N OL dy TE C 0 03fA Jo 'O C dU &nom 0 w '3 �.'l d'3w� 0 o o 0 0 0 07o 0 _o' VE 0 0 H n3 c w a O_ O EXISTING PARTITION/ WALL TO REMAIN Or_ Ld x Ld I Ld O O rev z w o o m E o m 0 U m a o D O w 3(n z ALO W � F N � Ld w40 0 �>,j 0_ o N 0 7 L N _ O_ O EXISTING PARTITION/ WALL TO REMAIN Or_ Ld x Ld I Ld O O rev z 0 0 F a n � 0 0 U - I W � F � N O 005-0319.00.0 zAD2.0 N DEMO ELEVATIONS jk T/ PLAYPLACE ELEV. 22'-10" jk T/ PARAPET ELEV. 17'-6" jk T/ PARAPET ELEV. 14'-6" B/ DECO BAND ELEV. 9'-3" T/ SLAB ELEV. 0'-0" T/ PLAYPLACE ELEV. 22'-10" T/ PARAPET ELEV. 17'-6" jk T/ PARAPET ELEV. 14'-6" B/ DECO BAND ELEV. 9'-3" T/ SLAB ELEV. 0'-0" URS PROJECT No. 60483275 Ifs\1]��INIIIIf] ►IA AD2.1/ SCALE: 1/4" = 1'-0" T/ PLAYPLACE ELEV. 22'-10" T/ PARAPET ELEV. 17'-6" B/ DECO BAND ELEV. 9'-3" T/ SLAB ELEV. 0'-0" iro D19 D2 D8 OR I N 0 m E 0 0 U C c c 0 LO 00 O` pWD W O 0 O a N o M 00 co' N � N 3 O W W E L fp , 00 M O N o�o+a M 0-) Q Q U c`'0— O O C O N p -.0 o $ L L Ory O C a)U)orn C 0 0.N E V C .2 O C U C X, O O N 0—N L N m cm 0 z00 z M U Q EZ U U N m E00 00 1171 U N0 OOU � OL dy TE E m Urn t a O w r o o 0 0 0 0 �� y1r U_ U a o' 0 m of H n3 c w a 13 MATCH LINE AD2.1 C.•7 3 \ DEMOLITION: DRIVE-THRU ELEVATION MATCH LINE �� AD2.1 SCALE: 1/4" = 1'-0'• DEMOLITION KEY NOTES: REFER TO D1.0 FOR DEMOLITION GENERAL NOTES Dx 'x' DENOTES KEY NOTE NUMBER BELOW 1. REMOVE PROJECTION OF EXISTING MANSARD FRAMING AND SHEATHING AS REQUIRED TO SUIT NEW WORK, REMOVE ALL ROOFING MATERIALS; PROVIDE SUPPLEMENTAL FRAMING TO MAINTAIN THE INTEGRITY OF THE MANSARD STRUCTURE AND TO SUIT NEW WORK. REFER TO STRUCTURAL DRAWINGS. 2. REMOVE PARAPET CAP AND FLASHING. PREP TOP OF REMAINING STRUCTURE TO RECEIVE NEW PARAPET TO SUIT NEW WORK. 3. REMOVE EXISTING EXTERIOR WALL IN INDICATED AREA BACK TO PLYWOOD SHEATHING. PREPARE EXPOSED SHEATHING TO RECEIVE NEW WALL FINISH TO SUIT NEW WORK. 4. REMOVE ALL EXTERIOR LIGHT FIXTURES. CUT BACK AND SECURE WIRING. 5. REMOVE EXISTING BUILDING SIGNAGE. CUT BACK AND SECURE ANY ELECTRICAL WIRING TO BEHIND PLYWOOD SHEATHING. 6. REMOVE ALL LOGO STICKERS AND DECALS FROM ALL GLAZING THROUGHOUT. 7. REMOVE EXISTING EXTERIOR WALL OR INDICATED PORTION THEREOF AND RE -FRAME AS REQUIRED TO SUIT NEW WORK. REFER TO CONSTRUCTION DRAWING A1.0. 8. REMOVE STOREFRONT/ WINDOW ASSEMBLY OR INDICATED PORTION THEREOF AND RE -FRAME AS REQUIRED TO SUIT NEW WORK. MAINTAIN AND/OR PROVIDE STRUCTURAL SUPPORTS. 9. TOILET DEMOLITION SCOPE: • REMOVE PLUMBING FIXTURES. • REMOVE ALL ACCESSORIES. • REMOVE TOILET PARTITION DOORS, FRAMES, AND ASSOCIATED HARDWARE. • REMOVE FLOOR AND WALL FINISHES. • REMOVE PARTITIONS. • REMOVE CEILING. • REMOVE LIGHT FIXTURES. 10. REMOVE EXISTING COUNTER ASSEMBLY AND MENU BOARD TO SUIT NEW WORK, REFER TO CONSTRUCTION DRAWING A1.0. COORDINATE WITH DECOR DRAWINGS. 11. FOR FURNITURE DEMOLITION SEE INTERIOR DECOR DRAWINGS. 12. EXISTING LADDER TO REMAIN. 13. EXISTING MASONRY KNEE WALL TO REMAIN 14. REMOVE EXISTING INTERIOR PARTITIONS, EXISTING STRUCTURAL COLUMNS TO REMAIN. 15. REMOVE ALL EXISTING ELECTRICAL FIXTURES, CONDUITS, ETC. 16. REMOVE ALL EXISTING INTERIOR FINISHES; WALLS, FLOORS AND CEILINGS. COORDINATE THE EXTENT OF DEMOLITION WITH THE DECOR DRAWINGS FOR NEW SCHEDULED FINISHES. 17. EXISTING MECHANICAL DUCTWORK TO REMAIN. EXISTING DIFFUSERS TO BE REMOVED & REPLACED. 18. REMOVE AUTOMATIC DRIVE-THRU WINDOW. CUT BACK AND SECURE WIRING AND RE -FRAME AS REQUIRED TO SUIT NEW WORK. 19. PREPARE EXISTING STOREFRONT/ WINDOW ASSEMBLY TO RECEIVE NEW PANEL FINISH TO MATCH EXISTING. EXISTING TO BE REMOVED AREA NOT IN SCOPE Li 0 w a 0 J N 0 m E 0 0 U C c c 0 LO 00 O` pWD W O 0 O a N o M 00 co' N � N 3 O W W E L fp , 00 M O N o�o+a M 0-) Q Q U c`'0— O O C O N p -.0 o $ L L Ory O C a)U)orn C 0 0.N E V C .2 O C U C X, O O N 0—N L N m cm 0 z00 z M U Q EZ U U N m E00 00 a U N0 OOU � OL dy TE E m Urn t a O w r o o 0 0 0 0 J m d N O� m E LO o- 0 U -O O O IN o J O` pWD W O 0 N � W O N'O V U -O F N � N 3 O O p 0 y 0 B O � O/` N N a0+ N N N V/ o�o+a N c 0 O,_O c C' 3:16 O U D U L — C 0c O O O O C O N p -.0 _ L L Ory O C N C 0 0.N E V C .2 O C U C X, O O N 0—N L N N c U L` O J~ c N p 0 U Q EZ U w N O'y O c N 0 i+ N OU � c 01 c OOU � OL dy TE E p O J 0 J 0 0 0 O dU O w .3 0 0 o o 0 0 0 0 �� y1r U_ U a o' 0 m of H n3 c w a O_ O EXISTING PARTITION/ WALL TO REMAIN Or_ Ld x Ld I Ld O O rev z w oo m E LO o- 0 U m a o D o w 3(n z ALO W � F N � Ld w40 0 �>0' o N 00 7 L N _ O_ O EXISTING PARTITION/ WALL TO REMAIN Or_ Ld x Ld I Ld O O rev z 0 0 a n � 0 0 U - I W � F p N O 005-0319.00.0 zAD2.1 N DEMO ELEVATIONS mmm T � I NEI 6" / AO WOMEN'S A I 102 -SAO — 4 t9'-3 1/2" Z SYMBOL LEGEND 3 2. ❑ ❑ AREA NOT IN SCOPE 4.8 1 1 5.4 9'-2 1/2" NE 11'-6" 27'-5" R.O. T R IVLYY 12,-0„ -8" 8'-8" 8" I — — r r30 --- r VESTIBULE nj [ 115 /1�41 os 1 `J r___t, A4.1 DINING f3,_4, ALIGN 101 &10 FLOOR PLAN =1/4 = 1 '-0" URS PROJECT No. 60483275 DRAFT STOPPING - SEE 2/A1.0 PARTITION TYPE TAG SEE 2/A1.0 O7 DOOR TAG - SEE DOOR SCHEDULE ON A6.0 x❑ KEY NOTE IEXISTING PARTITION/ WALL TO REMAIN 77777TH METAL STUD PARTITION - TYPE TAG SEE 2/A1.0 KEY NOTES ❑o ALUMINUM CANOPY SYSTEM ABOVE - SEE 6/A3.0 FOR NOTES - SEE ROOF PLAN FOR DIMENSIONS ❑ NEW SIGNAGE - BY OTHERS - SEE ELEVATIONS SF NEW STOREFRONT SYSTEM - SEE 6/A3.0 FOR NOTES - SEE ELEVATIONS ❑T NEW TRELLIS SYSTEM ABOVE - SEE 6/A3.0 FOR NOTES - SEE ROOF PLAN FOR DIMENSIONS DS DROPPED SOFFIT ABOVE - SEE REFLECTED CEILING PLAN ow DECOR WALL - VERIFY SIZE AND PLACEMENT WITH DECOR PLANS RL ROOF LADDER (EXISTING) SELF -ORDER KIOSK - POWER & DATA FROM CEILING, soK FOR FURNITURE (COORDINATE FINISH LOCATION WITH DECOR) GENERAL NOTES 1. EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE LINES AND EXTERIOR FACE OF FINISH UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF INTERIOR WALL BOARD 2. SEE 6/A3.0 FOR EXTERIOR WALL ASSEMBLY TYPES. SEE 2/A1.0 FOR INTERIOR PARTITION TYPES. INTERIOR PARTITIONS ARE TYPE 'A' UNLESS NOTED OTHERWISE. 3. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES 4. SEE SHEET A4.1 FOR DOOR AND ROOM FINISH SCHEDULES 5. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. 6. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FORREST PERMA-SIGN 1-800-214-8765 9292 1ST ST., BOX 588 www.forrestpermasigns.com NEW ROCHELLE, NY 10802 7. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER STATE CODE. SIGN FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. z 0 H o_ U w 0 in U m -6 V) � ddp N O U� N U 2 0 p 0 Od0 UtO O p W3 O.- O N o a "n . a 0. U C N U LO E' C - p U 1 ° C P O N Co O ° 3" ° N U C p C L C O 7 — U N L L 0 O° d O C ° U O O.0 E V C O C U 0 % w O y° N C N L N CU t d ` N 0 J~ C w U O N 0 Q C U C.U?0'W p`Cw0 O N O W C w 0_ V C O U N 0 C m 3 0 T? p O ° dU N O O 3 o 0 - C d 3 w D 3 o p 0 p o amp+-�Lmc U_ U d O O L 0 N N K H o,3 C� Nw a 6i D N O > w 0 �= c p amo. O U C O N CO m w a � 00 N COD) M O QC- N +� rn v Q L s i M x L — ON N _ �' 0O SIMPSON _0 M 7 m v O Z CO W STRONG -TIE aim` E00 U = 3 a N ® FOR DRAFTSTOP WHERE SHOWN a coIUrnt z < ON PLAN BY U m -6 V) � ddp N O U� N U 2 0 p 0 Od0 UtO O p W3 O.- O N o a "n . a 0. U C N U LO E' C - p U 1 ° C P O N Co O ° 3" ° N U C p C L C O 7 — U N L L 0 O° d O C ° U O O.0 E V C O C U 0 % w O y° N C N L N CU t d ` N 0 J~ C w U O N 0 Q C U C.U?0'W p`Cw0 O N O W C w 0_ V C O U N 0 C m 3 0 T? p O ° dU N O O 3 o 0 - C d 3 w D 3 o p 0 p o amp+-�Lmc U_ U d O O L 0 N N K H o,3 C� Nw a 6i D > w 0 m Eow [O O U m w O O N 10 w p O — ON N _ �' w 00Q� Q \ SIMPSON EXTEND GYP. BOARD ON ONE N m o m W STRONG -TIE SIDE TO UNDERSIDE OF ROOF = 3 ® FOR DRAFTSTOP WHERE SHOWN 48 b C. z < ON PLAN BY CONT. TOP _ 'C14 STRUCTURAL MEMBER OR STUD PLATE _ FASTENED TO BOTTOM CHORD OF TRUSSES @ 4'-0" O.C. LATERAL `, CONT. RUNNER CHANNEL BRACING TOz % i FIRESTOPPING AT CEILING STRUCT. ABOVE @ 4-0" 0. C. iv MTL. STUD PARTITION TYPE: OC GYP BDCLG AS ALL PARTITIONS TYPE 'A' UNLESS CC o OR PLYWOODSCHEDULED NOTED OTHERWISE Lv m 1,101O_1/2" BACKUP EACH X SIDE AS "A" = 3 5/8" Lv o INDICATED ON "AO"= GYP. BD. OVER EXIST. FURRING FINISH SCHED"A1 "= 3 5/8" W/BATT INS. S 3 "B" = 6p' a BOTTLd "B1 "= 6" W/BATT INS. N 0 OF BOACKUP TO „C., - 8„ O M BE CEMENT"C1 "= 8" W/BATT INS. u o BD. - MIN. FLOOR AS F_ 1/2" ABOVE SCHEDULEDo SPACING: 16" O.C. 0 SLAB eo: STUD GUAGE: w N wo w n o LOAD BEARING: 18 F N O 005-0319.00.0 NON -LOAD BEARING: 20 2 INTERIOR PARTITION z A Al.0 Z/ „_ J `F '—O„ w .0 N FLOOR PLAN gl=PLAY PLACE FLOOR PLAN 1/4" = 1'-0" URS PROJECT No. 60483275 MATCH LINE AD1.0 SYMBOL LEGEND v__ ❑ AREA NOT IN SCOPE DRAFT STOPPING — SEE 2/A1.0 PARTITION TYPE TAG SEE 2/A1 .0 7O DOOR TAG — SEE DOOR SCHEDULE ON A6.0 ❑x KEY NOTE EXISTING PARTITION/ WALL TO REMAIN 77777TTi METAL STUD PARTITION — TYPE TAG SEE 2/A1.0 KEY NOTES ❑o ALUMINUM CANOPY SYSTEM ABOVE — SEE 6/A3.0 FOR NOTES — SEE ROOF PLAN FOR DIMENSIONS BW FALL SIMPSON STRONG—TIE "HTC4" @ 48"O.C. — CONT. TOP - PLATE LATERAL BRACING TO STRUCT. ABOVE @ 4-0" O.C. — 1/2" GYP BD OR PLYWOOD BACKUP EACH SIDE AS INDICATED ON FINISH SCHED BOTTOM 12" OF BACKUP TO BE CEMENT RL ROOF LADDER (EXISTING) SELF—ORDER KIOSK — POWER & DATA FROM CEILING, soK FOR FURNITURE (COORDINATE FINISH LOCATION WITH DECOR) GENERAL NOTES 1. EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE LINES AND EXTERIOR FACE OF FINISH UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF INTERIOR WALL BOARD 2. SEE 6/A3.0 FOR EXTERIOR WALL ASSEMBLY TYPES. SEE 2/A1.0 FOR INTERIOR PARTITION TYPES. INTERIOR PARTITIONS ARE TYPE 'A' UNLESS NOTED OTHERWISE. 3. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES 4. SEE SHEET A4.1 FOR DOOR AND ROOM FINISH SCHEDULES 5. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. 6. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FORREST PERMA—SIGN 1-800-214-8765 9292 1ST ST., BOX 588 www.forrestpermosigns.com NEW ROCHELLE, NY 10802 7. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER STATE CODE. SIGN FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. EXTEND GYP. BOARD ON ONE SIDE TO UNDERSIDE OF ROOF FOR DRAFTSTOP WHERE SHOWN Q ON PLAN BY z� N :STRUCTURAL MEMBER OR STUD FASTENED TO BOTTOM CHORD OF TRUSSES @ 4'-0" O.C. CONT. RUNNER CHANNEL FIRESTOPPING AT CEILING CLG AS SCHEDULED BD. — MIN. FLOOR AS 1/2" ABOVE SCHEDULE SLAB eo INTERIOR PARTITION W-0 3/4"=1'-0" MTL. STUD PARTITION TYPE: ALL PARTITIONS TYPE 'A' UNLESS NOTED OTHERWISE "A" = ❑ NEW SIGNAGE — BY OTHERS — SEE ELEVATIONS "AO"= sP NEW STOREFRONT SYSTEM — SEE 6/A3.0 FOR "Al "= 3 5/8" W/BATT INS. NOTES — SEE ELEVATIONS 1 T ❑ NEW TRELLIS SYSTEM ABOVE — SEE 6/A3.0 FOR NOTES — SEE ROOF PLAN FOR DIMENSIONS 2,p os DROPPED SOFFIT ABOVE — SEE REFLECTED CEILING 8„ 00 "C1 "= PLAN W/BATT INS. N ow R DECOR WALL — VERIFY SIZE AND PLACEMENT WITH 0 p"U CL O F DECOR PLANS BW FALL SIMPSON STRONG—TIE "HTC4" @ 48"O.C. — CONT. TOP - PLATE LATERAL BRACING TO STRUCT. ABOVE @ 4-0" O.C. — 1/2" GYP BD OR PLYWOOD BACKUP EACH SIDE AS INDICATED ON FINISH SCHED BOTTOM 12" OF BACKUP TO BE CEMENT RL ROOF LADDER (EXISTING) SELF—ORDER KIOSK — POWER & DATA FROM CEILING, soK FOR FURNITURE (COORDINATE FINISH LOCATION WITH DECOR) GENERAL NOTES 1. EXTERIOR DIMENSIONS ARE TO COLUMN REFERENCE LINES AND EXTERIOR FACE OF FINISH UNLESS OTHERWISE NOTED. INTERIOR DIMENSIONS ARE TO FACE OF INTERIOR WALL BOARD 2. SEE 6/A3.0 FOR EXTERIOR WALL ASSEMBLY TYPES. SEE 2/A1.0 FOR INTERIOR PARTITION TYPES. INTERIOR PARTITIONS ARE TYPE 'A' UNLESS NOTED OTHERWISE. 3. SEE EXTERIOR ELEVATIONS FOR WINDOW TYPES 4. SEE SHEET A4.1 FOR DOOR AND ROOM FINISH SCHEDULES 5. SEE SITE PLAN FOR SIDEWALKS, RAMPS, ETC. 6. GC TO PROVIDE ADA SIGNAGE PACKAGE AND INSTALL SIGNS AT LOCATIONS AND POSITIONS INDICATED IN PACKAGE OR AS REQUIRED BY LOCAL CODES. SIGNAGE PACKAGE SUPPLIED BY: FORREST PERMA—SIGN 1-800-214-8765 9292 1ST ST., BOX 588 www.forrestpermosigns.com NEW ROCHELLE, NY 10802 7. MAXIMUM OCCUPANCY SIGN TO BE POSTED PER STATE CODE. SIGN FURNISHED AND INSTALLED BY GENERAL CONTRACTOR. EXTEND GYP. BOARD ON ONE SIDE TO UNDERSIDE OF ROOF FOR DRAFTSTOP WHERE SHOWN Q ON PLAN BY z� N :STRUCTURAL MEMBER OR STUD FASTENED TO BOTTOM CHORD OF TRUSSES @ 4'-0" O.C. CONT. RUNNER CHANNEL FIRESTOPPING AT CEILING CLG AS SCHEDULED BD. — MIN. FLOOR AS 1/2" ABOVE SCHEDULE SLAB eo INTERIOR PARTITION W-0 3/4"=1'-0" MTL. STUD PARTITION TYPE: ALL PARTITIONS TYPE 'A' UNLESS NOTED OTHERWISE "A" = 3 5/8" "AO"= GYP. BD. OVER EXIST. FURRING "Al "= 3 5/8" W/BATT INS. "B" = 6p' w "B1 "= 6" W/BATT INS. „C" = 8„ 00 "C1 "= 8" W/BATT INS. SPACING: 16" O.C. STUD GUAGE: LOAD BEARING: 18 NON—LOAD BEARING: 20 coir Z m w 0 0 o_ w 0 0- a g o_ z O o_ Fy U N w 0 w 0 am w 0 U � m V) � 220 N O U� N U 2 0 ° o y° E m c O 0 3 0.— O td a� � ULO 0 E p U � ° No ° ° 3.•°aci U C p O L C O� — U N L L O° d O c ° oU O O UB E 0 c O 0 U %w O y° N C N L N c U °Q3 U� C U? 0 O O°` C O O N ° m w ° 'T 00 C O U N 0 c m 3 T? m 0 °O O ° dOU N m_ O O+ d'O O 3 - c O'3 w 0 0 3 0 o p 0 o + of d U O L N N of H 23 C Nw a > N m E o O U m �= c p co C w N CO p c a 00 � E O N 00 CO 0 p"U CL O F M rn 0 Q L c0 i co x i Uc'°�`'0`�°$ Lv 0O 0 O 0 L 7 m v 0 Z 00 aiED E00 U S a < a N F a U � m V) � 220 N O U� N U 2 0 ° o y° E m c O 0 3 0.— O td a� � ULO 0 E p U � ° No ° ° 3.•°aci U C p O L C O� — U N L L O° d O c ° oU O O UB E 0 c O 0 U %w O y° N C N L N c U °Q3 U� C U? 0 O O°` C O O N ° m w ° 'T 00 C O U N 0 c m 3 T? m 0 °O O ° dOU N m_ O O+ d'O O 3 - c O'3 w 0 0 3 0 o p 0 o + of d U O L N N of H 23 C Nw a > w O m E W O O U m O_ _ w O� W_> N O p r N W 0 O ON LJ �' \ x O F 7 LO X fn x 3 OC O_ OC o w m x X _ m Lv 0 O N S a < w F N o O u 0 F_ Q_ m 0 0 w F U- W W O 005-0319.00.0 A1.1 N PLAY PLACE PLAN URS PROJECT No. 60483275 KEY NOTES m 4 NE 4.8 N 5.4 6 NE NE ACT ACOUSTICAL CEILING TILE — VERIFY FINISHES WITH DECOR COMPANY CENTER OVER ° DOOR c T BREAK METAL SOFFIT — SEE WALL SECTIONS FOR CONSTRUCTION AND FINISHES CANOPY SYSTEM— SEE 6/A3.0 FOR NOTES. SEE ROOF PLAN Ai NEW _ _FOR NS EQ. 5'-5" 5'-4 1/2" 5'-3 1 2" 5'-11 1/2"7E:VE Z 0 RL CENTER 1�d srBUL ❑CERAMIC CTCOLOR: WALL TILE: EUROWEST OVER DOOR Ds DC 115 O p O TASTE COLLECTION PER DECOR DWGS SIZE 10"X30" TT 3'-8" rn CGROUT: MAPEI 27 SILVER —JOINT TO BE X16" MAX. �8-10" 7'-6" s._2. 7'-4" A.F.F. COORDINATE WITH THE McDONALD'S AREA CONSTRUCTION MANAGER w a A.F.F. a — _ _ — _ _ r _ _ — o y _z PORCELAIN WALL TILE: DAL—TILE, FOREST PARK TIMBERLAND o , w 3'-2" 2'-T 4 A.F.F. —_ ___ cT COLOR: WOOD PLANK SIZE: 6"x36" PATTERN: STACK BOND w 1 EQ. EQ. 1 V RI FY WI H r) CORD � 1� GROUT: MAPEI 79 COCOA —JOINT TO BE X6" MAX. o I WOMEN'S DINING p p COORDINATE WITH THE McDONALD'S AREA CONSTRUCTION MANAGER w , , N ■ 102 6._°.. a A.F.F. O 101 O 0 O O O O ® ® ❑ PLAYPLACE TOY AREA B ® Dc SUSPENDED DECORATIVE CEILING TREATMENT — SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATION EQ. EQ. Eq. EQ. D iN 9'-2" II d II w � FREEZER 114 1 , SUPPORT ti V RIFY WI H DECOR II DINING 101 DS DROPPED SOFFIT 109 o O II O EQ EQ O 1 DC -WH BOTTOM TO ALIGN WITH GYP BD AT EXTERIOR WINDOW HEAD I ow O ACT p II CUSTOM R II in 8' ERVIC p p O PLAYPLACE MAY BE REPLACED BY ELEMENT BY DECOR SUPPLIER — 6 A I too 117 CONFIRM WITH AREA CONSTRUCTION MANAGER iLii of ' MEN'0 1,S 8•-0" 1. N D ppI O O AT MB DIGITAL MENU BOARD WITH BEZELS BY OTHERS UNDER I A.F.F. ■ 0 m 9•_ •• SEPARATE PERMIT — SEE ELEC PLANS p © O © O I .. i EDECORTH o CEILING MOUNTED MONITOR: A) VERIFY MONITOR LOCATIONS WITH 1-0 3'-3" 2'-6'P'3'-2" 2'-7" o 1 O MT ❑ McDONALD'S PROJECT MANAGER PRIOR TO INSTALLATION. B) SEE w I ee O 8'-6" O O O DETAIL 6/A1.2 FOR INSTALLATION METHOD A.F.F.RL ROOF LADDER OPENING COOLER I i u TRELLIS SYSTEM — SEE 6/A3.0 FOR NOTES. SEE ROOF PLAN FOR 113 pRzp 0108E ii O m p pA El DIMENSIONS Ds °° T p p GENERAL NOTES ❑I KITCHEN ' MAIN 1. SEE SHT A4.1 FOR CEILING FINISHES. r 1°4 p ENTR • I 114 O O 2. SEE SHT A1.0 FOR MENU BOARD DROPPED SOFFIT LOCATION DIMENSIONS o ® 3. GENERAL CONTRACTOR SHALL COORDINATE HVAC DIFFUSER LOCATION WITH o Fl I DECOR & MECHANICAL PLANS AND REPORT ANY DISCREPANCIES TO A ARCHITECT. STORAGE I < v�D �� 4 REFERENCE MECHANICAL AND ELECTRICAL DRAWINGS FOR DIFFUSER AND N ' 109 EST16U EO LIGHTING INFORMATION. 0 CREW ROOM p ' 0 c uTlLln to ORDER PRESENTER I 5. PROVIDE USG V15 CEILING TILE RETENTION CLIPS IN ALL VESTIBULE � 0 0000 111 107 ios ACS AREAS 0 N o'i _ --- - �� — - - �� _ _ _ �� ------------�� _ J A.F.F. A C! 00 w y--� Qat+ C C 00 0 N U) T T T O r C6 O Q Q ID IYQIE: LOCATE WALL SCONCE ABOVE DT WINDOW, TYP. LOCATE INTERMEDIATE WALL SCONCES AT �T LJ ❑T Z L 0) (`j X i O O 0 w 0 U C Or fl�1 EQUAL INTERVALS WHEN POSSIBLE. COORDINATE O EXACT LOCATION WITH TRELLIS OUTRIGGERS. VERIFY EQUAL EQUAL EQUAL N O O 3 TRELLIS SHOP DRAWINGS. m U Z 00 0) EO E 00 5 D a } 000 U u7 M Q `m C 4 a C) J m N d O� 7 O U N Cc 0 0 V) 2 2 0 N O U N U 2 0 0 2 0 d 0 V 2 p 0 3 O 00 o 0 0._ td w a m `n U C N U y a N d N O (V O 0 0 0 O U C p C C 0`0L O U — U CO O N L L O N O C N O 2 C C a0+ y 0 U O OUB E V C O C U % w O 0 y 0 C N t 0 C U t d ` 0 0 C w U J~ O N .U?O,W O`CLO O O C ,,'c Lt O'er U C O U E 0 C m 3 T? 0 '+ O 0 O dU v 0 O � O & n'O E 0 w 3.. C 3 � 0 0 0 3 0 o p ® NO�NO 1 REFLECTED CEILING PLAN d o�y�U� 2 0 N D_ ry H 23 C Nw A1.2 316„=1,_0„ a w O mLi w CI N N Op _W a N W DD C1 O Q CI N 18 GA. METAL STUDS ® 24” EXISTING ROOF ASSEMBLY F O 3 O.C. TIED TO BOTTOM CHORD OF MIN. 3 ROOF 3-5/8" METAL STUDS HANGER JOISTS EXISTING ROOF EXIST ® 24" O.C. TIE TO ASSEMBLY STEEL CONTINUOUS METAL TRACK JOIST TYP. UNISTRUT CEILING AS CONNECTION SCHEDULED R-19 BATT. INSULATION FOR THREADED EXIST © CO2 ROOM ROD STEEL JOIST TYP. 6" STUD FRAMING I I I I 4'—O" 3-5/8" CONT. 16" O.C. o d =f STUD L d m F Fl X _ ~ B DROP SOFFIT CEILING AS W 2 SEE CLNG. PLAN SCHEDULED w V) LIGHT FIXTURE —SEE 3/8 STUD BLOCKING .., :.....:.:..:.....:....:::. 1 S a 3 ELECTRICAL DRAWINGSN THREADED ROD B/ DROP SOFFIT ....:.. Ld F o 23 -3/4"X23 -3/4"X3/4" PLYWOOD CORNER SEE CLNG. PLAN PARTITION TYPE AS GYPSUM BOARD 0 M BACKER ABOVE CEILING TILES WITH BRACKET. MIN. 1/2" THK. GYPSUM BD. ON SHOWN ON FLOOR CEILING U z a THREADED ROD CONNECTION 1" OF ROD 3-5/8" MTL. FRAMING ® 16" PLAN S.S.T. "U" HANGER o 0 n 0 SEATING AND DECOR PROVIDED LAMINATED THROUGH CEILING AS O.C. — EXTEND GYB BD 6" w Lo SOFFIT. G.C. TO COORDINATE BRACKET SCHEDULED ABOVE SURROUNDING CEILING :5 wo N o ELECTR I CAL/ LI G H ITN G 005-0319.00.0 2 DETAIL — NOT USED 3 CEILING TRANSITION w SOFFIT 4 CEILING TRANSITION w SOFFIT 5 GYP BD CEILING DETAIL z Al 2 A1.2 1/2"= 1 '—O" COORDINATE w/ DECOR A1.2 1 1 /2"=1 '—Dee Al .2 • A1.2 1 /2"=1 '-0" CEILING PLAN URS PROJECT No. 60483275 1 KUUh FLAN A1.3 3/16" = 1'-0" URS PROJECT No. 60483275 3. WALKWAYS: (EXISTING TO REMAIN) 4. RIGID INSULATION: _CK PROVIDE REQUIRED LAYERS OF POLYI SOCYAN U RATE INSULATION W/ COVER BOARD TO MEET A MINIMUM CONTINUOUS R-25 VALUE — THICKNESS AS REQUIRED. PROVIDE POSITIVE SLOPE TO ALL ROOF DRAINS (SEE ROOF PLAN). PROVIDE TOP LAYER PROTECTION MATERIAL AS PER MANUFACTURERS RECOMMENDATIONS. BOTTOM LAYER OF INSULATION OVER 5/8" TYPE "X" EXTERIOR GRADE GYPSUM BOARD. ASSEMBLY SHALL COMPLY WITH UL 1256 OR FMG 4450. 5. TAPERED INSULATION: PROVIDE TAPERED INSULATION AS REQUIRED FOR POSITIVE DRAINAGE TO ROOF DRAINS AS INDICATED PER ROOF PLAN ABOVE. Y4" PER FOOT MIN. REQUIRED. A. SINGLE—PLY ROOFING SYSTEM WITH BASE FLASHING SHEET EXTENDING UP PARAPET AND TERMINATED UNDER COPING HOT WELDED TO SEALING STRIP SECURED TO WOOD BLOCKING. REPLACE EXISTING ROOFING WITH NEW SINGLE—PLY ROOFING AND FLASHING, EXISTING INSULATION SHALL REMAIN; REPAIR AND/OR MODIFY AS REQUIRED TO MAINTAIN EXISTING DRAINAGE PATTERN. B. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND PER DETAIL 2 OF THIS SHEET. C. PROVIDE PREFABRICATED METAL CURBS. COORDINATE SIZE, LOCATION AND INSTALLATION REQUIREMENTS W/ M, E, P & S SHEETS. PROVIDE CURB LEVELER IN AREAS WHERE ROOF DECK IS PITCHED. D. EXACT LOCATIONS OF EXHAUST FANS, HVAC UNITS, AND ROOF HATCH ARE TO BE V.I.F.. E. CRICKETS MUST BE INSTALLED AT ALL HVAC UNITS EXHAUST FANS AND COMPRESSOR RAILS, BY GENERAL CONTRACTOR TO MAINTAIN DRAINAGE PATTERN TO EXISTING DRAIN. F. ALL WOOD USED ON ROOF DECK TO BE PRESSURE TREATED. G. MECHANICAL EQUIPMENT AND ROOF PENETRATIONS ARE SHOWN DIAGRAMMATICAL. G.C. TO VERIFY IN FIELD LOCATION OF ALL MECHANICAL UNIT CUBS AND ROOF PENETRATIONS. Ei SINGLE—PLY TPO MEMBRANE METAL FASTENER ROOFING SYSTEM OTHERS, SEE ELEVATIONS c2 PERIMETER SHEET PLATE W/ FASTENERS 1. MANUFACTURERS AND PRODUCTS: BY OTHERS, SEE ELEVATIONS Lo 00 ®12" O.C. JOHNS MANVILLE RL ROOF LADDER (EXISTING) M ULTRAGARD JM—TPO NEW EXISTING DECK Ti NEW ALUMINUM TRELLIS BY PARAPET NO SUBSITUTIONS ALLOWED NEW ALUMINUM TRELLIS TIE—BACK BY OTHERS, SEE ELEVATIONS PRE FABRICATED 2. SPECIFIED ROOFING SYSTEMS (AS SHOWN): ALUMINUM TRELLIS 2x8 WALL FASCIA BY OTHERS, SEE ELEVATIONS o Q X ANCHOR—TITE FASCIA ch x EXISTING RIGID INSUL. U c`'0 HEAT—WELDABLE SINGLE—PLY 60 MIL TPO ROOFING SYSTEM, INSTALLED (n 0 OVER RIGID INSULATION ON METAL ROOF DECK HAVING A SLOPE OF SINGLE—PLY TPO 3/8"/FT. MATERIALS SHALL BE AS FOLLOWS: N 0 MEMBRANE SHEET m MECH. FASTENED W/ O 5-1/2" OVERLAP W/ A. TPO ROOFING SYSTEM AS MANUFACTURED BY ONE OF THE TWO 3 a MANUFACTORS LISTED ABOVE TO COMPLY WITH ASTM D-6878, c MIN. 1-1/2" HOT AIR AND FMG 1-90 FOR WIND UPLIFT. coIUrnt WELD OR AS REQ'D. a PER MANUFACTURER B. FASTENERS: METAL FASTENERS AND PLATES AS PER MANUFACTURER. URS PROJECT No. 60483275 3. WALKWAYS: (EXISTING TO REMAIN) 4. RIGID INSULATION: _CK PROVIDE REQUIRED LAYERS OF POLYI SOCYAN U RATE INSULATION W/ COVER BOARD TO MEET A MINIMUM CONTINUOUS R-25 VALUE — THICKNESS AS REQUIRED. PROVIDE POSITIVE SLOPE TO ALL ROOF DRAINS (SEE ROOF PLAN). PROVIDE TOP LAYER PROTECTION MATERIAL AS PER MANUFACTURERS RECOMMENDATIONS. BOTTOM LAYER OF INSULATION OVER 5/8" TYPE "X" EXTERIOR GRADE GYPSUM BOARD. ASSEMBLY SHALL COMPLY WITH UL 1256 OR FMG 4450. 5. TAPERED INSULATION: PROVIDE TAPERED INSULATION AS REQUIRED FOR POSITIVE DRAINAGE TO ROOF DRAINS AS INDICATED PER ROOF PLAN ABOVE. Y4" PER FOOT MIN. REQUIRED. A. SINGLE—PLY ROOFING SYSTEM WITH BASE FLASHING SHEET EXTENDING UP PARAPET AND TERMINATED UNDER COPING HOT WELDED TO SEALING STRIP SECURED TO WOOD BLOCKING. REPLACE EXISTING ROOFING WITH NEW SINGLE—PLY ROOFING AND FLASHING, EXISTING INSULATION SHALL REMAIN; REPAIR AND/OR MODIFY AS REQUIRED TO MAINTAIN EXISTING DRAINAGE PATTERN. B. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND PER DETAIL 2 OF THIS SHEET. C. PROVIDE PREFABRICATED METAL CURBS. COORDINATE SIZE, LOCATION AND INSTALLATION REQUIREMENTS W/ M, E, P & S SHEETS. PROVIDE CURB LEVELER IN AREAS WHERE ROOF DECK IS PITCHED. D. EXACT LOCATIONS OF EXHAUST FANS, HVAC UNITS, AND ROOF HATCH ARE TO BE V.I.F.. E. CRICKETS MUST BE INSTALLED AT ALL HVAC UNITS EXHAUST FANS AND COMPRESSOR RAILS, BY GENERAL CONTRACTOR TO MAINTAIN DRAINAGE PATTERN TO EXISTING DRAIN. F. ALL WOOD USED ON ROOF DECK TO BE PRESSURE TREATED. G. MECHANICAL EQUIPMENT AND ROOF PENETRATIONS ARE SHOWN DIAGRAMMATICAL. G.C. TO VERIFY IN FIELD LOCATION OF ALL MECHANICAL UNIT CUBS AND ROOF PENETRATIONS. Ei NEW ALUMINUM CANOPY BY OTHERS, SEE ELEVATIONS c2 NEW ALUMINUM CANOPY TIE—BACK BY OTHERS, SEE ELEVATIONS Lo 00 NEW WALL SCONCE LIGHT SEE ELECTRICAL RL ROOF LADDER (EXISTING) M O NEW McDONALD'S SIGNAGE BY OTHERS, SEE ELEVATIONS Ti NEW ALUMINUM TRELLIS BY OTHERS, SEE ELEVATIONS T2 NEW ALUMINUM TRELLIS TIE—BACK BY OTHERS, SEE ELEVATIONS T3 NEW ALUMINUM TRELLIS 2x8 WALL FASCIA BY OTHERS, SEE ELEVATIONS LEGEND AP TRELLIS/CANOPY SYSTEM WITH ALUMINUM INFILL PANELS. SLOPE TO EDGE 01/4" PER FT. z 0 o_ Fy U Ld Ld 0 W H Q D E) Of W H Q m J N d O NO 7 O Q 0'C D N O O C - O 7 � 220 N - OD—D J N J J 2 O N U 2 0 J 0 0�3M-2 p w 2 N •• p . % � / , U ate+ N C d U ,/ C O O, O C U D U C 3 o C O L y 0 0 0 C O N L L o N O C 3' N ate+ U N d O C C N E�o�'y Esc O C U'C o O N o N U C N t N O J~ C N p o O¢ C U - w N O'y O C 0,2 O U D, N c N O N N O� o.,w O UN OL 2N TE o- N J O- oo O o 2U w O 0'3 O o 0 0 0 a N� O m E O 0 U C C r O Lo 00 Lj O �p N M O co a ' 00 00 00 E LN 00 U) Mo O� Q 0 M 0 rn o Q X N ch x O U c`'0 (n 0 o :3 N 0 Lo m c � z O U 0) ED CO 00 3 a U N Vo c F N 0 coIUrnt a O m J N d O NO 7 O Q 0'C D N O O C - O 7 � 220 N - OD—D J N J J 2 O N U 2 0 J 0 0�3M-2 p w 2 N •• p . % � / , U ate+ N C d U ,/ C O O, O C U D U C 3 o C O L y 0 0 0 C O N L L o N O C 3' N ate+ U N d O C C N E�o�'y Esc O C U'C o O N o N U C N t N O J~ C N p o O¢ C U - w N O'y O C 0,2 O U D, N c N O N N O� o.,w O UN OL 2N TE o- N J O- oo O o 2U w O 0'3 O o 0 0 0 a O_ w o o m E LD W— 0 U m O_ O0 Lj = w O N N N 0 O N- w N w 0 ly o 0 2 7 m X N _ O_ O_ O J w m X w 0 Qo N o 0 a 3 Ld F N 0 O rn O 0 F_ w Orf U w — 0 005-0319.00.0 Al x 93 ROOF PLAN �% T/BLK'G ® PLAYPLACE Nv ELEV. + 23'-10" j, T/BLDG. PARAPET qv ELEV. + 17'-8" j, B/DRIVE-THRU TRELLIS ELEV. + 10'-8 a c T/SLAB ELEV. + 0'-0" FRONT ELEVATION SCALE: 1/4" = 1.-0 EX Tu ALL �* T/BLK'G © PLAYPLACE Mv ELEV. + 23'-10" B/DRIVE-THRU TRELLIS ELEV. + 10'-8 B/CANOPY ELEV. + 9'-0 T/SLAB ELEV. + 0'-0" STU1 P1 L3 PLAY PLACE NON DRIVE-THRU ELEVATION SCALE: 1/4" = 1'-0" MATCH LINE FRW NON DRIVE-THRU ELEVATIONSIDID E SCALE: 1/4" = V-0 BW BRAND WALL - TALL (PLAY PLACE) TALL BW BRAND WALL - SIDE SIDE C1 ALUMINUM CANOPY (COLOR: BENJAMIN MOORE: CHANTILLY LACE BM OC -65) C2 ALUMINUM CANOPY TIE -BACK COMPOSITE DECKING PRIVACY SCREEN CD PAINTED TO MATCH BUILDING CM CORRUGATED METAL PANEL - SEE (DETAIL) COLOR: "CITYSTUAPE" BY METAL -ERA E❑ EIFS EXTERIOR FINISH E= COLOR: CHOCOLATE SCHEME E1 = BLEEKER BEIGE, BM -HC -80 E2 = ALEXANDRIA BEIGE, BM -HC -77 E3 = IRON MOUNTAIN. BM 2134-30 EJ EXPANSION JOINT, SEE DETAIL GR GUARD RAIL -SEE SITE PLAN FOR EXACT LOCATION AND LENGTH L❑ LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL L1—L1 = UP AND DOWN FIXTURE L2 = DOWN ONLY FIXTURE CMU CONCRETE MASONRY UNIT LE ACCENT LIGHTING - SEE ELECTRICAL EX = EXISTING L1—LED ALUMINUM TRELLIS LIGHT: D HOLLOW METAL DOOR - PAINT TO MATCH COLOR DETAIL 3 ON SHEET A5.1 L1 L2 = NOT USED = DOWN ONLY FIXTURE Wi OF SURROUNDING MATERIAL NOTES L3 = INTEGRAL CANOPY FIXTURE URS PROJECT No. 60483275 ML METAL LETTERING - BY OTHERS (COLOR: SILVER) MF METAL FASCIA - COLOR TO MATCH CORRUGATED METAL PANEL 1 —TYPE: 1 = PRE -FAB ANCHOR-TITE FASCIA 2 = PRE -FAB CUSTOM ARCADE FASCIA 3 = PRE -FAB MASONRY CAP FASCIA ❑p PAINT FINISH P1—TYPE: (COLOR -SEE COLOR LEGEND) P1 = PAINTED COLOR BASE BUILDING P2 = PAINTED COLOR ACCENT P3 = NOT USED PB PIPE BOLLARD - PAINTED YELLOW (RMHC) COIN COLLECTOR PT UNIT ##WPT DT2000 STD CALL 1-888-743-7435 TO ORDER RL ROOF LADDER (EXISTING); PAINT TO MATCH ADJACENT SURROUNDING FACADE McDONALD'S SIGNAGE BY OTHERS - NOTE: UNDER SEPARATE PERMIT. SHADED REGIONS DENOTE LOCATIONS WHERE EXISTING STOREFRONT AND GLAZING TO NEW STUCCO IS TO BE APPLIED DUE TO THE SF] REMAIN REMOVAL OF OLD OBJECTS ON THE EXISTING BUILDING'S FACADE. COORDINATE WITH EXTERIOR FsNEW METAL SCREEN SYSTEM WALL ASSEMBLY TYPES ON SHEET A3.0. SC COLOR: ALUMINUM STU STUCCO STU1 —TYPE: (COLOR—SEE COLOR LEGEND) STU1 = PAINTED STUCCO—COLOR BASE BUILDING STU2 = PAINTED STUCCO—COLOR ACCENT STU3 = PAINTED STUCCO—BRAND WALL T1 ALUMINUM TRELLIS SYSTEM T2 TRELLIS TIE—BACK SYSTEM T3 ALUMINUM TRELLIS 2" x 8" WALL FASCIA SYSTEM w — REFER TO SIM. DETAIL 3 ON SHEET A5.1 N NEW EXTERIOR WINDOW ASSEMBLY — TEMPERED GLASS Wi — SEE ASSEMBLY NOTES MATCH LINE m J m N O� p 4 c N Q O�N_p 0N0 O N I� m o c = 20.0 N J UaL+ J Q J J J IM .E _ O O w N 3 J 0 N a.0Na U O oN d N O N 0 O O'_w p c C 0 O p D 0 0 0 c 0 NLL pi+ NOC o ca l O J'y E U C O C U 0 X 1 O O p N U C N t N c U r C. O O J C N p 0 '✓ Vl O'm p c w O d O U21 41 `w Ow U C O U N U D 0 D TE c o 3 N J 0 J p O p Loo 0+, O Ono 0 '3 a+ c N •3 ,� U w 0 0 3 006 0 0 D � �a-� N a- -O N C Of N N 0 d 0 0— 0 0 a N m E o M C c c p LO CC! w O a N (M � wV) woo CO E " 0� N :3 U 00 M 0 a -N+ M rn 0 Q U0 c 0) 2 X O $ c`'0, orn :3 m v O Z op 0) ED E00 0 00 a U N m U rn t a N m J m N O� p 4 c N Q O�N_p 0N0 O N I� m o c = 20.0 N J UaL+ J Q J J J IM .E _ O O w N 3 J 0 N a.0Na U O oN d N O N 0 O O'_w p c C 0 O p D 0 0 0 c 0 NLL pi+ NOC o ca l O J'y E U C O C U 0 X 1 O O p N U C N t N c U r C. O O J C N p 0 '✓ Vl O'm p c w O d O U21 41 `w Ow U C O U N U D 0 D TE c o 3 N J 0 J p O p Loo 0+, O Ono 0 '3 a+ c N •3 ,� U w 0 0 3 006 0 0 D � �a-� N a- -O N C Of N N 0 d 0 0— 0 0 a Z 0 o_ o' U Ld w 0 E�I wl0 COLOR LEGEND (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.O.) BRAND WALLS IRON MOUNTAIN BM# 2134-30 KHAKI SCHEME BASE BUILDING BLEEKER BEIGE BM# HC -80 DRIVE THRU SURROUND / ACCENT — ALEXANDRIA BEIGE BM# HC -77 CORRUGATED METAL — 7/a" "S" PANEL 24 GAUGE COLOR: CITY SCAPE O BUILDING SIGNAGE SCHEDULE X FACADE SIGN ELEMENT S. F. FACADE SIGN ELEMENT S. F. w 0 N � Q0 McDONALD'S LOGO FRONT O1 41.6 (2'-3"H X 18'-6"W) a REAR 3 Ld w McDONALD'S "M" ARCH LOGO G 0 O (3'-6"H X 4'-0"W) 14 TOTAL: O McDONALD'S LOGO a TOTAL- 55.6 DRIVE THRU 0 41.6 D SIDE (2'-3"H X 18'-6"W) w o 0 w LO McDONALD'S "M" ARCH LOGO :5i wo N o NON -DRIVE O1 (3'-6"H X 4'-0"W) 14 TOTAL- 41.6 THRU SIDE 005-0319.00.0 0 McDONALD'S LX1PLAYPLACE LAO PW CE LOGO 29 /'� • O TOTAL BUILDING SIGNAGE 140.2 L TOTAL- 43 ELEVATIONS w F oo m E o= M 3z w N 04 ¢� N� wV) woo �� l �C Z 0 o_ o' U Ld w 0 E�I wl0 COLOR LEGEND (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.O.) BRAND WALLS IRON MOUNTAIN BM# 2134-30 KHAKI SCHEME BASE BUILDING BLEEKER BEIGE BM# HC -80 DRIVE THRU SURROUND / ACCENT — ALEXANDRIA BEIGE BM# HC -77 CORRUGATED METAL — 7/a" "S" PANEL 24 GAUGE COLOR: CITY SCAPE O BUILDING SIGNAGE SCHEDULE X FACADE SIGN ELEMENT S. F. FACADE SIGN ELEMENT S. F. w 0 N � Q0 McDONALD'S LOGO FRONT O1 41.6 (2'-3"H X 18'-6"W) a REAR 3 Ld w McDONALD'S "M" ARCH LOGO G 0 O (3'-6"H X 4'-0"W) 14 TOTAL: O McDONALD'S LOGO a TOTAL- 55.6 DRIVE THRU 0 41.6 D SIDE (2'-3"H X 18'-6"W) w o 0 w LO McDONALD'S "M" ARCH LOGO :5i wo N o NON -DRIVE O1 (3'-6"H X 4'-0"W) 14 TOTAL- 41.6 THRU SIDE 005-0319.00.0 0 McDONALD'S LX1PLAYPLACE LAO PW CE LOGO 29 /'� • O TOTAL BUILDING SIGNAGE 140.2 L TOTAL- 43 ELEVATIONS T/BLK'G ® PLAYPLACE ELEV. + 23'-10" �% T/BLDG. PARAPET Nv ELEV. + 17'-8" �% B/DRIVE-THRU TRELLIS Nv ELEV. + 10'-8 T/SLAB ELEV. + 0'-0" P1 STU1 L3 M1F STU LE C 1 L2 LE MATCH EX P1 EX �% T/BLDG. PARAPET Nv ELEV. + 17'-8" jk T/BLDG. PARAPET ELEV. + 14'-10" �% B/DRIVE-THRU TRELLIS Nv ELEV. + 10'-8 �% B/ARCADE REVEAL Nv ELEV. + 3'-4" T/SLAB ELEV. + 0'-0" 3 DRIVE—THRI A2.1 SCALE: 1/4" = 1'-0" KEY NOTES: BW BRAND WALL - TALL (PLAY PLACE) TALL BW BRAND WALL - SIDE SIDE C1 ALUMINUM CANOPY (COLOR: BENJAMIN MOORE: CHANTILLY LACE BM OC -65) C2 ALUMINUM CANOPY TIE -BACK COMPOSITE DECKING PRIVACY SCREEN CD PAINTED TO MATCH BUILDING CM CORRUGATED METAL PANEL - SEE (DETAIL) COLOR: "CITYSTUAPE" BY METAL -ERA GMU CONCRETE MASONRY UNIT Ex = EXISTING HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL RS PROJECT No. 60483275 L T P1 P1 LINE PLAY PLACE DRIVE—THRU ELEVATION SCALE: 1/4" = 1'-0" E1 P1 E1 EX H2 ULINILRLINL IU ULINILRLIINL Uf UI'LRHOLL 3H3rlr3 �LAIJIIINU) MHIUM LIIVL EIFS EXTERIOR FINISH E= COLOR: CHOCOLATE SCHEME E1 = BLEEKER BEIGE, BM -HC -80 E2 = ALEXANDRIA BEIGE, BM -HC -77 E3 = IRON MOUNTAIN, BM 2134-30 EJ EXPANSION JOINT, SEE DETAIL GR GUARD RAIL -SEE SITE PLAN FOR EXACT LOCATION AND LENGTH L❑ LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL L1 -L1 = UP AND DOWN FIXTURE L2 = DOWN ONLY FIXTURE LE ACCENT LIGHTING - SEE ELECTRICAL L1 -LED LIGHT: Li = NOT USED L2 = DOWN ONLY FIXTURE L3 = INTEGRAL CANOPY FIXTURE I z 0 o_ o' U Li Li D N 0 c Lo c 0 00 C N M 'coO a 00 ol E to ) 00 M 0 C U M rn v Q- N +� i a- 0 2 x 0 0 U)oSo rn cu 00 m v O Z 0) m E 00 U70 00 a U B7 M Q a `mNUrnt N 0� J >>O c N o V) ° N O UaL+ D 220 J 2 N 4 Q 3 J �o° (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.O.) J fy Op 3 7 E° ML w oa0.Na McDONALD'S - �.. NOTE: U C c D °d N o O O'_ a+ O c c� 2134-30 Uo c o 0 y D U 0 o c 0 L L O U O C N cC tl O O.N E V C O C U'0 O O SHADED REGIONS DENOTE LOCATIONS WHERE U c N 1E pl c U t N` 4 O J C N p 0 KHAKI SCHEME U Q c U s✓ •UI HC -80 .6 Vl O O c y 0 N O 0 U N O d4U TE MF c o N J 0 ou ° D SF D O d U M, NEW STUCCO IS TO BE APPLIED DUE TO THE REMOVAL OF OLD OBJECTS ON THE EXISTING o00� 0 '3 .+ O d •� .� v w O 03 O O O O O N +. d N os+ N N H a3'oo �o a REMAIN w O m E DW LD 0 U m CORRUGATED METAL - PANEL 24 GAUGE COLOR: CITY SCAPE ZU) Z w�I � ) NC14 0 N — W_> W 00 04 W D Q D 0 Lo L= N 1 = PRE -FAB ANCHOR-TITE FASCIANEW METAL SCREEN SYSTEM �: WALL ASSEMBLY TYPES ON SHEET A3.0. COLOR LEGEND (ALL COLORS ARE PER BENJAMIN MOORE PAINTS, U.N.O.) ML METAL LETTERING - BY OTHERS (COLOR: SILVER) McDONALD'S - �.. NOTE: BRAND WALLS IRON MOUNTAIN BM# 2134-30 SHADED REGIONS DENOTE LOCATIONS WHERE KHAKI SCHEME BASE BUILDING BLEEKER BEIGE BM# HC -80 MF METAL FASCIA - COLOR TO MATCH CORRUGATED METAL PANEL SF EXISTING STOREFRONT AND GLAZING TO NEW STUCCO IS TO BE APPLIED DUE TO THE REMOVAL OF OLD OBJECTS ON THE EXISTING DRIVE THRU SURROUND ACCENT - ALEXANDRIA BEIGE BM HC -77 # 78" "S" REMAIN CORRUGATED METAL - PANEL 24 GAUGE COLOR: CITY SCAPE 1 -TYPE: , BUILDING'S FACADE. COORDINATE WITH EXTERIOR O 1 = PRE -FAB ANCHOR-TITE FASCIANEW METAL SCREEN SYSTEM �: WALL ASSEMBLY TYPES ON SHEET A3.0. > 2 = PRE -FAB CUSTOM ARCADE FASCIA SC COLOR: ALUMINUM BUILDING SIGNAGE SCHEDULE Ld m 3 =PRE -FAB MASONRY CAP FASCIA X Ismulw sru STUCCO FACADE SIGN ELEMENT S. F. FACADE SIGN ELEMENT S. F. D ❑p PAINT FINISH STU1 -TYPE: (COLOR -SEE COLOR LEGEND) McDONALD'S LOGO Qo o P1 -TYPE: (COLOR -SEE COLOR LEGEND) STU1 = PAINTED STUCCO -COLOR BASE BUILDING FRONT1 (2'-3"H X 18'-6"W) 41.6 REAR a STU2 = PAINTED STUCCO -COLOR ACCENT o P1 = PAINTED COLOR BASE BUILDING P2 = PAINTED COLOR ACCENT STU3 = PAINTED STUCCO -BRAND WALLLTJ McDONALD'S "M" ARCH LOGO O' F P3 = NOT USEDO (3'-6"H X 4'-0"W) 14 TOTAL. o zi, T1 ALUMINUM TRELLIS SYSTEM 0 PB PIPE BOLLARD - PAINTED YELLOW McDONALD'S LOGO a T2 TRELLIS TIE -BACK SYSTEM FTOTAL: 55.6 DRIVE THRU 2'-3"H X 18'-6' W 0 ( ) 41.6 W U N n (RMHC) COIN COLLECTOR SIDE J PT UNIT ##WPT DT2000 STD NON—DRIVE O1 McDONALD'S "M" ARCH LOGO 14 TOTAL: 41.6 F N o 005-0319.00.0 CALL 1-888-743-7435 TO ORDER (3'-6"H X 4'-0"W T3 ALUMINUM TRELLIS 2" x 8" WALL FASCIA SYSTEM ) RL ROOF LADDER (EXISTING); PAINT TO - REFER TO SIM. DETAIL 3 ON SHEET A5.1 THRU SIDE McDONALD'S PLAYPLACE LOGO 29 0 zA201 MATCH ADJACENT SURROUNDING FACADE Wi NEW EXTERIOR WINDOW ASSEMBLY - TEMPERED GLASS - SEE ASSEMBLY NOTES O (2'-5"H X 12'-0"W) 140.2 TOTAL BUILDING SIGNAGE TOTAL: 43 N ELEVATIONS URS PROJECT No. 60483275 r AA fvv CO NEW CONTINUOUS NEW EXTERIOR WINDOW ASSEMBLY EXTERIOR WALL ASSEMBLY 1 PEEL AND STICK ICE & 2x BLOCKING (STOREFRONT & ENTRANCE SYSTEM) FROM EXTERIOR TO INTERIOR WEATHER SHIELD 1A. STUCCO/ METAL STUD CORRUGATED METAL PANEL 1. CLEAR ANODIZED ALUMINUM FRAME, THERMALLY PRE -FAB ANCHOR-TITE FASCIA NEW EXTERIOR BROKEN WITH HEAD RECEIVER CHANNEL. 1. 7/8" MIN. THICK THREE COAT STUCCO FINISH MEDIUM WITH 24 GA PRE -FINISHED COVER. PLYWOOD SHEATHING 2. 1" INSULATED GLAZING - SET EXT ELEVATIONS FOR TEXTURED, APPLIED IN 3 COATS - FINISH COAT OVER MODEL# AF -55 BY METAL -ERA, GASKETED FASTENERS (FACTORY LOCATION OF SAFETY GLASS. BASECOAT - TERMINATE STUCCO AT WEED SCREED 2" CALL 1-800-558-2162 TO ORDER FINISH TO MATCH) 3. PROVIDE FLASHING AT HEAD & SILL - CONTINUOUS ABOVE SIDEWALKS, PAVERS, ETC. INSTALL PER LOCAL (SEE ELEVATIONS FOR COLOR), OVER o FOAM CLOSURE W/ TAPE SEALER SEALANT 4. PROVIDE METAL CAP @ EXTERIOR BRICK SILL CODES AND MANUFACTURERS SPECIFICATIONS. TPO ROOF MEMBRANE. LAP TPO r 5. 1/2" CORIAN SILL AT INTERIOR 2. 3/4" RIGID INSULATION, R-3.8 VALUE. DOWN BLOCKING UNDER FASCIA. CONTINUOUS METAL FLASHING TO MATCH. EXTEND UP 2. PERMEABLE BUILDING WRAP OVER 1/2" EXTERIOR GRADE zo > MECHANICAL COMPATIBLE SEALANT BEHIND BUILDING WRAP FASTENER BELOW TRELLIS $ CANOPY SYSTEMS PLYWOOD. INSTALL PER LOCAL CODES AND MFR'S SPECS. NEW ROOFING 3. 6" 18 GAUGE METAL STUD FRAMING @ 16" O.C. MAX. g TRELLIS & CANOPY INFORMATION SHOWN IN CONSTRUCTION (WITH CONTINUOUS DRAFTSTOP/ FIRESTOP BLOCKING AT 0 Ld CORRUGATED METAL PANEL COMPATIBLE SEALANT WITH ADHERE NEW ROOFING a ° DOCUMENTS IS FOR DESIGN INTENT ONLY. APPROVED FINISH CEILING LEVEL). w BOND BREAKER TO EXIST. USING MFR. MANUFACTURERS SHALL PROVIDE A COMPLETE AND CODE o COMPLIANT FINAL DESIGN. APPROVED MASTIC o 4. UNPAGED BATT INSULATION (R VALUE = 19). BUILDING WRAP NEW EXTERIOR WALL 5. "CERTAINTEED MEMBRAIN" SMART VAPOR RETARDER ASSEMBLY 1A CONTINUOS i i 1. FASCIA (TRELLIS): CONT. 2"X8" ANODIZED ALUM. TUBE. ( ) (SEMI -VAPOR PERMEABLE) BY CERTAINTEED OR EQUAL. SEE ASSEMBLY NOTES ON TERMINATION BAR W / FASCIA (CANOPY): CONT. 16"H WHITE PAINTED ALUM. ( ) 6. 1/2" CEMENT BOARD SUBSTRATE FOR ALL TILE LOCATIONS. NEW EXTERIOR WALL 6/A3.0 GASKET & FASTENERS W/ LED DOWN -LIGHT FIXTURE OVER 2"X8" PAINTED (TYP.) NON TILE LOCATIONS: 1/2" GYPSUM BOARD TO ASSEMBLY 1 B 1" TAPE SEALER AT CORRUGATED ALUM. TUBE. EXTEND TO DECK ABOVE. UNLESS NOTED OTHERWISE. SEE ASSEMBLY NOTES ON 6/A3.0 fvv METAL PANEL OVERLAP PER MFR ROOFING SEALANTALL 2. OUTRIGGERS (TRELLIS): ANODIZED 2"X8" ALUMINUM GYP. BOARD MUST SCORE 10 PER ASTM D3273. RECOMMENDATION TUBE OUTRIGGERS (CANOPY): PAINTED 2"X8" ALUMINUM REFERENCE CURRENT PROJECT MANUAL. TUBE TIEBACKS (TRELLIS): ANODIZED ALUM. THREADED 7. SEE A1.0 & ROOM FINISH SCHEDULE FOR ADDITIONAL RODS BY MFR. SUBSTRATE INFORMATION. ASCIA DETAIL 2 CORRUGATED PANEL DETAIL 3 TYPICAL PARAPET TERMINATION DETAIL g=3�" 3. TIEBACKS (CANOPY): PAINTED ALUM. THREADED RODS 1B. CORRUGATED METAL PANEL SYSTEM w - 1'-Q" A3.0 3" - 1'-Q" A3.0 3" = 1'-Q" BY MFR. LOCATIONS AS INDICATED ON ROOF PLAN. FINAL LOCATIONS AND QUALITY SHALL BE AS INDICATED 1. COORDINATE METAL PANELS WITH RAIN DRAINAGE WORK, a ON TRELLIS INSTALLATION DRAWINGS. FLASHING, TRIM, PARAPET WALLS AND OTHER ADJOINING AT 20'-0" O.C. MIN WORK TO PROVIDE A LEAKPROOF, SECURE AND 4. WHERE INDICATED ON ROOF PLAN, PROVIDE ANODIZED NONCORROSIVE INSTALLATION. PREFORMED 7/8" PANELS > ``' ALUM. PANEL INFILL (TRELLIS) WHITE PAINTED ALUM. * SHALL BE FABRICATED OF 24 GA STEEL PANELS ARE 16 X 16" X 4" ROOF PANEL INFILL CANOPY TO PROVIDE POSITIVE SLOPE (CANOPY) LAPPABLE. COLOR SHALL BE PER ELEVATIONS. FINISH SEE 5-A3.0 FOR VENT AT 20'-0" O.C. 12 ADDITIONAL INFORMATION MIN. FLASH AND SEAL 1 3.0 FOR DRAINAGE. 5. SYSTEM SHALL ALLOW FOR MOVEMENT AT EXPANSION JOINTS AND FOR MOVEMENT OF EXTERIOR WALL SHALL BE KYNAR 500. ACCESSORIES FASTENERS: ALL / FASTENERS SHALL BE APPLIED IN ACCORDANCE WITH THE REMOVE PORTION OF �- SYSTEM ON WHICH THE TRELLIS OR CANOPY IS FASTENING SCHEDULE AS PROVIDED BY PANEL EXISTING PARAPETr T/ PARAPET MOUNTED. MANUFACTURER. FINISH AND COLOR TO MATCH WALL PANEL. 1:12 MIN. APPLY SEALANT TAPE OR CAULKING AS NECESSARY AT .SLOPE ELEV. + 17'-8 6. STRUCTURAL ATTACHMENTS & LOAD CALCULATIONS FLASHING AND PANEL JOINTS TO PREVENT WATER SHALL BE FURNISHED BY TRELLIS OR CANOPY SYSTEM PENETRATION. 3 DESIGNER OF RECORD. SUPPLIER'S DESIGNER OF a. CUTS MADE TO PANELS IN THE FIELD SHALL BE DONE w 3.0 RECORD SHALL DESIGN PER PREVAILING CODES. WITH A "COLD CUT" PROCESS ONLY, I.E. POWER NIBBLER. o NEW EXTERIOR WALL 7. TRELLIS SYSTEM MAY BE SELECTED FROM ONE OF THE HEAT OR FRICTION CUT WITH AN ABRASIVE OR BLADE ASSEMBLY 1B SUPPLIERS LISTED BELOW. EQUIVALENT SYSTEMS FROM SHALL NOT BE USED. I I SEE ASSEMBLY NOTES ON NON -APPROVED SUPPLIERS SHALL BE SUBMITTED TO b. WHERE HORIZONTAL CUTS ALONG THE LENGTH OF THE u1 6/A3.0 2 / McDONALD'S US RESTAURANT DESIGN FOR REVIEW AND PANEL ARE MADE, CARE SHOULD BE TAKEN TO MAKE r 0 A3.0 APPROVAL OF DESIGN INTENT. ALL NON -APPROVED THE CUTS AT THE TOP OF THE PANEL, WHERE IT IS c O apSUPPLIERS SHALL MEET ALL OF THE REQUIREMENTS CONCEALED BY THE FASCIA. VERTICAL CUTS ALONG THE c� co &SIM. r l B STUCCO REVEAL OF THIS SECTION. HEIGHT OF THE PANEL SHALL BE LAPPED UNDER AN ADJOINING PANEL OR CONCEALED UNDER TRIM, I.E. "J" .� a o0 . , a3 ao 3 REMOVE EXTERIOR rn r- 1 1 FINIHES OF EXISTING ELEV. +14'-10" 8. MANUFACTURER SHALL PROVIDE INSTALLER WITH TRIM AT CORNERS. U) c°) Q m rn a PARAPET, MODIFY AS INSTALLATION INSTRUCTIONS. MANUFACTURER SHALL }; L a) M X ` NEW EXTERIOR WALL = REQ'D DESIGN TRELLIS IN ACCORDANCE WITH THE WALL CORRUGATED PANEL, FASCIAS. CLOSURES & FASTENERS BY: O 'a �? ocu c0) U ASSEMBLY 1A NEW EXTERIOR WALL SYSTEM AND BLOCKING AS INDICTED IN THE N °� o rn 3 METAL -ERA 800 558-2162 ( ) +'i SEE ASSEMBLY NOTES ON ASSEMBLY 1A CONSTRUCTION DOCUMENTS. www.metalera.com 6 00 6/A3.0 I 2. ONE LAYER OF PERMEABLE BUILDING WRAP. INSTALL r N � � ao • +', MMM7 - ,,-- SEE ASSEMBLY NOTES ON / + 6 6 A3.0 9. INSTALLER SHALL NOTIFY TRELLIS & CANOPY DESIGNER OF RECORD, McDONALD'S ACM, G.C. AND ARCHITECT PER LOCAL CODES AND MFR'S SPECS. NOTE: IN COASTAL AREAS, METAL PACKAGE WILL BE m o Z co 00 m Lo o 00 A3.1 OF ANY DEFICIENCIES THAT WOULD NOT ALLOW FOR ALUMINUM WITH STAINLESS STEEL FASTENERS, IN w N $_ TYP TRELLIS SYSTEM (SEE THE PROPER INSTALLATION OF THE TRELLIS. TRELLISACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. a c U a) t ASSEMBLY NOTES) SHALL NOT BE INSTALLED UNTIL DEFICIENCIES HAVE I BEEN CORRECTED IN ACCORDANCE WITH THE 2. PERMEABLE BUILDING WRAP OVER 1/2" EXTERIOR GRADE U - - - CONSTRUCTION DOCUMENTS AND THE TRELLIS ' PLYWOOD. INSTALL PER LOCAL CODES AND MFR'S SPEC S. o � o ,- - -' MANUFACTURERS INSTALLATION INSTRUCTIONS. ANCHORED TO EXTERIOR WALL ASSEMBLY 1 - SEE w y d 0 ' STRUCTURAL DRAWINGS FOR ANCHORAGE DETAILS. N m 2 o c -�L .aoimp�Q� ' 0 0 Jy o� a mD o o° TRELLIS SYSTEM BY: 1 C. STUCCO/ METAL STUD -O n 0 N V O_ p o f d 0 0 GREENHECK (715) 355-3942 ALL -LITE (817) 509-2300 1. 7/8" MIN. THICK THREE COAT STUCCO FINISH MEDIUM C U 0 0 2 3 0 0 o y www.greenheck.com www.alllite.com 9 o 7 � - U C Q NEW METAL CHANNEL _-_-_-_ _- _-_-_-_� "� YELLOW FASCIA & LED LIGHTING BY. - TEXTURED, APPLIED IN 3 COATS FINISH COAT OVER BASECOAT -TERMINATE STUCCO AT WEED SCREED 2" d N N ° to //� ° E --. c o � p'- - SEE STRUCTURAL r 4 - EVERBRITE 888 857-4078 PERSONA (800) 843 9888 ( ) V/ 0 .• ° ° c DRAWINGS FOR i I A3.1 www.everbrite.com www. ersonasi ns.com P 9 ABOVE SIDEWALKS PAVERS ETC. INSTALL PER LOCAL o o - o 3 - N N o � = 0 0 0 C - ADDITIONAL 1 1 CODES AND MANUFACTURERS SPECIFICATIONS. U L Q a+ C � a+ - � O - U C N p O O O INFORMATION 1N2. 1 3/4" RIGID INSULATION R-3.8 VALUE. L O L � d 3' N a+ O N II I 1 I 2. PERMEABLE BUILDING WRAP OVER 1/2" EXTERIOR GRADE C C a+ N B/ LOW TRELLIS B LOW TRELLIS PLYWOOD. INSTALL PER LOCAL CODS AND MFR'S SPEC'S. " ° ° 0- Xr ELEV. +9'-0" ELEV. +9'-0" 3. 6" or #" 18 GAUGE METAL STUD FRAMING @ 16" O.C. _� o �~ o --- -- MAX. (WITH CONTINUOUS DRAFTSTOP/ FIRESTOP BLOCKING = d o A3.0 L4x4 BRACE BEHIND T WINDOW l / AT FINISH CEILING LEVEL), REFER TO DWGS FOR PARAPET -? o'� p d 0 0 a H c ° 0 SEE STRUCTURAL I\ ELEV. CONFIGURATION. w y N .0 - O A U C DRAWINGS FOR +8'-1" p ° 0 pL 2N =E ADDITIONAL 1 D. STUCCO/ EXISTING MASOMRY WALL o o D h° o ° INFORMATION NEW CEILING SEE LIGHT FIXTURE MOUNTED ON 0 o � h OU c'm - o0 y o -o EXISTING EXTERIOR INTERIOR DECOR TRELLIS FRAMING 1. 7/8" MIN. THICK THREE COAT STUCCO FINISH MEDIUM O - _� �® EXISTING WALL TO REMAIN DRAWINGS (SEE ELECTRICAL DRAWINGS) TEXTURED, APPLIED IN 3 COATS - FINISH COAT OVER 3�� c - W ° ° 3 0 0 0 0 0 CEILING REFER TO ELEVATIONS BASECOAT - TERMINATE STUCCO AT WEED SCREED 2" FOR NEW PAINT FINISH ABOVE SIDEWALKS, PAVERS, ETC. INSTALL PER LOCAL a 0 w 0 o'o o 0 CODES AND MANUFACTURERS SPECIFICATIONS. Qr ~ c_ " 2. 3/4" RIGID INSULATION, R-3.8 VALUE. a NEW EXTERIOR WINDOW ASSEMBLY 2. PERMEABLE BUILDING WRAP OVER 1/2" EXTERIOR GRADE o m E o `O o SEE ASSEMBLY NOTES ON 6/A3.0 PLYWOOD. INSTALL PER LOCAL CODES AND MFR'S SPEC'S. m o - 00 N O w 3. 6" 18 GAUGE METAL STUD FRAMING @ 16" O.C. MAX. ¢nl ~ (WITH CONTINUOUS DRAFTSTOP/ FIRESTOP BLOCKING AT o o w f w 0�0 a C FINISH CEILING LEVEL). OVER EXISTING MASONRY. o ED 6 EXISTING KNEE WALL EXISTING EXTERIOR _ 3.3 WALL TO REMAIN 1 0 T/ SILL ft� 3 l ELEV. +1'-9" Ld � m X EXISTING EXTERIOR SIDEWALK SEE EXISTING EXTERIOR SIDEWALK SEE L o CIVIL DRAWINGS FOR DETAILS CIVIL DRAWINGS FOR DETAILS N w 3:: o o � a Ld W N F O T/ GRADE T/ GRADE O N M rn ELEV. +0'-0" ELEV. +0'-0" U 0 F_ Of 0 0 U W Cw J c c U W - Lo FO F O N O 005-0319.00.0 SECTION - TRELLIS BAND 5 SECTION - LOW TRELLIS 6 EXTERIOR WALL SYSTEMS z A3.0 (Ai3)03/4„ = 1'-0" A3.0 3/4„ = 1'-0" A,3 0 SECTIONS URS PROJECT No. 60483275 SECTION - SIDE ENTRANCE BRAND WALL 3/4" = 1'-0" 1RS PROJECT No. 60483275 TIEBACK DETAIL 3" = 1'-0" NEW 1/2" EXTERIOR GRADE PLYWOOD SEE DETAIL 1/A3.1 FOR _ T/ PARAPET ADDITIONAL INFORMATION �•` T/ PARAPET ELEV. + 19'-0 0 ------ ELEV. + 19'-0 REMOVE PORTION OF y \ EXISTING PARAPET I , T/ REVEAL ELEV. +17'-8" McDONALD'S SIGN — GC TO RDINATE LOCATION AND SUPPORT JIREMENTS W/ SIGN MANUFACTURER T/ARCADE REVEAL ELEV. +14'-10" B/ARCADE REVEAL � ELEV. +12'-2" EXTERIOR WALL ASSEMBLY 1A ASSEMBLY NOTES ON 6/A3.0 B/ARCADE REVEAL ELEV. +9'-0" B/ARCADE REVEAL ELEV. +6'-3 1/2" B/ARCADE REVEAL ELEV. +3'-4" XISTING EXTERIOR SIDEWALK SEE -IVIL DRAWINGS FOR DETAILS T/ GRADE ELEV. +0'-0" L4x4 6 N, uu .0 SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION SLOPE 1:12 MIN. NEW CEILING SEE INTERIOR DECOR DRAWINGS NEW WINDOW ASSEMBLY SEE ASSEMBLY NOTES ON 6/A3.0 SECTION - SIDE WINDOW BRAND WALL 3/4" = 1'-0" 1.9 T/ REVEAL ELEV. +17'-8" NEW EXTERIOR WALL ASSEMBLY 1A SEE ASSEMBLY NOTES ON 6/A3.0 NEW McDONALD'S SIGN — GC TO COORDINATE LOCATION AND SUPPORT REQUIREMENTS W/ SIGN MANUFACTURER T/ REVEAL ELEV. +14'-10" 10 T/ STUCCO REVEAL-_I$0- ELEV. EVEAL$ELEV. +12'-2" NEW EXTERIOR WALL ASSEMBLY 1A SEE ASSEMBLY NOTES ON 6/A3.0 NEW EXTERIOR WINDOW ASSEMBLY SEE ASSEMBLY NOTES ON 6/A3.0 NEW EXTERIOR WALL ASSEMBLY 1 SEE ASSEMBLY NOTES ON 6/A3.0 T/ MASONRY MATCH EXISTING MASONRY T/ GRADE ELEV. +0'-0" NON—CORROSIVE PIPE SLEEVE NEOPRENE WASHERS — BOTH SIDES COMPATIBLE SEALANT AND BREAKER TAPE KING SECURE TO FRAMING SEE DETAIL 1/A3.1 FOR ADDITIONAL INFORMATION I� EXISTING CEILING TO REMAIN JG WALL TO REMAIN JUOUS SEALANT S SYSTEM (SEE ASSEMBLY & STRUCTURAL DRAWINGS) ALUMINUM TRELLIS 2" x 8" DETAIL SECTION - DT WINDOW 3/4" = 1'-0" 1 1'-0" NEW 1/2" EXTERIOR GRADE BLOCKING T/ PARAPET h ELEV. +17'-10" NEW EXTERIOR WALL ASSEMBLY 1B SEE ASSEMBLY NOTES ON 6/A3.0 ANEW McDONALD'S SIGN — GC TO Z 0 o_ o' U U7 w 0 COORDINATE LOCATION AND SUPPORT REQUIREMENTS W/ SIGN MANUFACTURER LO 0 c p cl? 0 N M O a ) 00 c CO E B/ METAL BAND h LO N 00 M 0 ELEV. +14'-10" Q aa) I rn a L c N M x i 6 O c))o 0 cu 0 3.1 U 0 ro rn m v 0 Z c) TRELLIS SYSTEM (SEE ASSEMBLY NOTES) LO m 0 00 a U Locr- M Q a (6 r U w t J N N O -O C d N N Q 0 3 O J O d��00 ' B/TRELLIS 0 n o �' u L-0 FRAMING o o w i E o� y ELEV. +10'-8" u " aw a k U e U N N0 N N Sx —�i tp ? .� 0 c O` -5 ,gss O .o c a p o n 0 U U p c t — c -00 0 --0 U NL L O N O C 0co�'w Esc mo O o U O c N =� 0 LIGHT FIXTURE MOUNTED ON �r p O TRELLIS FRAMING �~ _1 `o `o a (SEE ELECTRICAL DRAWINGS)o ¢ !a 00 o c p ° o O U j ++ O 29. 9 w O N U c O u O PATCH WALL CONSTRUCTION AND " o o U 8— c0 EIFS AS REQUIRED AT LOCATION o o y w. o w E OF REMOVAL MANSARD �% y o p. o 0 0 Q '3 0!' 0 U w p o� p a p p EXISTING EXTERIOR WALL TO o ® p Ta 0,.— REMAIN o .- REMAIN NEW PAINT FINISH 1v o y O 2 0 REFER TO ELEVATIONS a 0 0- 0 z , of H D_3v' Cw Nw a T/ STUCCO REVEAL ELEV. +6'-0" w r o0 m E owl m w O N N (w7 Lr)H O = N w N w of 0 00 i>,0_ oN o LO n x 3 EXISTING DT WINDOW TO REMAIN T/ SILL ELEV. +3'-0" EXISTING EXTERIOR SIDEWALK — SEE CIVIL DRAWINGS FOR ADDITIONAL DETAILS T/ SLAB ELEV. +0'— NEW THRU—WALL FLASHING AND WEEP HOLES TO EXTEND BEYOND ARCADE FACE O NEW TYPICAL PARAPET PROVIDE SLEEVES ON ALL FASTENERS l2r_ WALL ASSEMBLY PROVIDE SLEEVES ON ALL FASTENERS o w OF TRELLIS AND/OR CANOPY OF TRELLIS AND/OR CANOPY CONNECTIONS TO PROVIDE CONSISTENT CONNECTIONS TO PROVIDE CONSISTENT _ � AND UNIFORM ATTACHMENT THROUGH NEW CANOPY AND UNIFORM ATTACHMENT THROUGH BUILDING EXTERIOR WALL FINISH. N C TIE—BACK BUILDING EXTERIOR WALL FINISH. I I TERMINATE FOR I I I TERMINATE FOR NEW CONTINUOUS FLASHING Ld DRAINAGE PER MANUFACTURER w F o ki DRAINAGE PER TO EXTEND 2" ABOVE BOTTOM LED LIGHT FIXTURE (SEE � rn O MANUFACTURER EDGE OF EIFS AND NEW TRELLIS TIE—BACK rn u o o` TERMINATE WITH DRIP EDGE ELECTRICAL DRAWINGS) a NEW CONTINUOUS FLASHING BELOW TRELLIS BLOCKING NEW CANOPY SYSTEM INFILL TO EXTEND 2" ABOVE N PANEL ® 1/4"/FT SLOPE 005-0319.00.0 BOTTOM EDGE OF EIFS AND —SLOPE LOCATIONS AS TERMINATE WITH DRIP EDGE 2" ::: INDICATED ON ROOF PLAN BELOW TRELLIS BLOCKING SECTIONS 2" (NO INLL ® SIMILAR) y s I NEW TRELLIS CONNECTION TO NEW TRELLIS SYSTEM INFILL 1,0 00 EXISTING STRUCTURE TO BE PANEL ® 1/4"/FT SLOPE NEW CANOPY SYSTEM — DESIGNED AS REQUIRED BY 00 —SLOPE LOCATIONS AS r NEW CANOPY CONNECTION TO EXISTING SEE EXTERIOR ASSEMBLY v MANUFACTURER AND/OR / EOR INDICATED ON ROOF PLAN '� STRUCTURE TO BE DESIGNED AS REQUIRED NOTES ON 6/A3.0 BY MANUFACTURER AND/OR EOR AVAVNEW TRELLIS SYSTEM — 4'-0" SEE EXTERIOR ASSEMBLY 4'-0 " NOTES ON 6/A3.0 4 TRELLIS SYSTEM DETAIL 1/2" — l' -O" (AllV)1 CANOPY SYSTEM DETAIL /2" = l'—O" J/ Al 1 SECTION - SIDE ENTRANCE BRAND WALL 3/4" = 1'-0" 1RS PROJECT No. 60483275 TIEBACK DETAIL 3" = 1'-0" NEW 1/2" EXTERIOR GRADE PLYWOOD SEE DETAIL 1/A3.1 FOR _ T/ PARAPET ADDITIONAL INFORMATION �•` T/ PARAPET ELEV. + 19'-0 0 ------ ELEV. + 19'-0 REMOVE PORTION OF y \ EXISTING PARAPET I , T/ REVEAL ELEV. +17'-8" McDONALD'S SIGN — GC TO RDINATE LOCATION AND SUPPORT JIREMENTS W/ SIGN MANUFACTURER T/ARCADE REVEAL ELEV. +14'-10" B/ARCADE REVEAL � ELEV. +12'-2" EXTERIOR WALL ASSEMBLY 1A ASSEMBLY NOTES ON 6/A3.0 B/ARCADE REVEAL ELEV. +9'-0" B/ARCADE REVEAL ELEV. +6'-3 1/2" B/ARCADE REVEAL ELEV. +3'-4" XISTING EXTERIOR SIDEWALK SEE -IVIL DRAWINGS FOR DETAILS T/ GRADE ELEV. +0'-0" L4x4 6 N, uu .0 SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION SLOPE 1:12 MIN. NEW CEILING SEE INTERIOR DECOR DRAWINGS NEW WINDOW ASSEMBLY SEE ASSEMBLY NOTES ON 6/A3.0 SECTION - SIDE WINDOW BRAND WALL 3/4" = 1'-0" 1.9 T/ REVEAL ELEV. +17'-8" NEW EXTERIOR WALL ASSEMBLY 1A SEE ASSEMBLY NOTES ON 6/A3.0 NEW McDONALD'S SIGN — GC TO COORDINATE LOCATION AND SUPPORT REQUIREMENTS W/ SIGN MANUFACTURER T/ REVEAL ELEV. +14'-10" 10 T/ STUCCO REVEAL-_I$0- ELEV. EVEAL$ELEV. +12'-2" NEW EXTERIOR WALL ASSEMBLY 1A SEE ASSEMBLY NOTES ON 6/A3.0 NEW EXTERIOR WINDOW ASSEMBLY SEE ASSEMBLY NOTES ON 6/A3.0 NEW EXTERIOR WALL ASSEMBLY 1 SEE ASSEMBLY NOTES ON 6/A3.0 T/ MASONRY MATCH EXISTING MASONRY T/ GRADE ELEV. +0'-0" NON—CORROSIVE PIPE SLEEVE NEOPRENE WASHERS — BOTH SIDES COMPATIBLE SEALANT AND BREAKER TAPE KING SECURE TO FRAMING SEE DETAIL 1/A3.1 FOR ADDITIONAL INFORMATION I� EXISTING CEILING TO REMAIN JG WALL TO REMAIN JUOUS SEALANT S SYSTEM (SEE ASSEMBLY & STRUCTURAL DRAWINGS) ALUMINUM TRELLIS 2" x 8" DETAIL SECTION - DT WINDOW 3/4" = 1'-0" 1 1'-0" NEW 1/2" EXTERIOR GRADE BLOCKING T/ PARAPET h ELEV. +17'-10" NEW EXTERIOR WALL ASSEMBLY 1B SEE ASSEMBLY NOTES ON 6/A3.0 ANEW McDONALD'S SIGN — GC TO Z 0 o_ o' U U7 w 0 COORDINATE LOCATION AND SUPPORT REQUIREMENTS W/ SIGN MANUFACTURER LO 0 c p cl? 0 N M O a ) 00 c CO E B/ METAL BAND h LO N 00 M 0 ELEV. +14'-10" Q aa) I rn a L c N M x i 6 O c))o 0 cu 0 3.1 U 0 ro rn m v 0 Z c) TRELLIS SYSTEM (SEE ASSEMBLY NOTES) LO m 0 00 a U Locr- M Q a (6 r U w t J N N O -O C d N N Q 0 3 O J O d��00 ' B/TRELLIS 0 n o �' u L-0 FRAMING o o w i E o� y ELEV. +10'-8" u " aw a k U e U N N0 N N Sx —�i tp ? .� 0 c O` -5 ,gss O .o c a p o n 0 U U p c t — c -00 0 --0 U NL L O N O C 0co�'w Esc mo O o U O c N =� 0 LIGHT FIXTURE MOUNTED ON �r p O TRELLIS FRAMING �~ _1 `o `o a (SEE ELECTRICAL DRAWINGS)o ¢ !a 00 o c p ° o O U j ++ O 29. 9 w O N U c O u O PATCH WALL CONSTRUCTION AND " o o U 8— c0 EIFS AS REQUIRED AT LOCATION o o y w. o w E OF REMOVAL MANSARD �% y o p. o 0 0 Q '3 0!' 0 U w p o� p a p p EXISTING EXTERIOR WALL TO o ® p Ta 0,.— REMAIN o .- REMAIN NEW PAINT FINISH 1v o y O 2 0 REFER TO ELEVATIONS a 0 0- 0 z , of H D_3v' Cw Nw a T/ STUCCO REVEAL ELEV. +6'-0" w r o0 m E owl m w O N N (w7 Lr)H O = N w N w of 0 00 i>,0_ oN o LO n x 3 EXISTING DT WINDOW TO REMAIN T/ SILL ELEV. +3'-0" EXISTING EXTERIOR SIDEWALK — SEE CIVIL DRAWINGS FOR ADDITIONAL DETAILS T/ SLAB ELEV. +0'— NEW THRU—WALL FLASHING AND WEEP HOLES TO EXTEND BEYOND ARCADE FACE O l2r_ o w x X _ � w 0 N C S a Ld w F o � rn O rn u o a F N O 005-0319.00.0 All SECTIONS URS PROJECT No. 60483275 m 0] _ 2 A3.3 sIM. 2 _ A3.3 sIM. o _ S� LOPE SLOP a T/ PLAYPLACE PARAPET T/ PLAYPLACE PARAPET h ELEV. +23'-10" I I ELEV. +23'-10" 0 McDONALD'S SIGNAGE BY o L ,L OTHERS & UNDER SEPARATE I- -jL PERMIT (COORDINATE STRUCTURAL AND ELECTRICAL REQUIREMENTS) 4" - 20GA. STL. STUD 24" McDONALD'S ARCH SIGNAGE BY 0. C. OTHERS & UNDER SEPARATE PERMIT (COORDINATE STRUCTURAL _ AND ELECTRICAL REQUIREMENTS) T/SUNSCREEN ELEMENT ELEV. +20'-5" w / PATCH WALL CONSTRUCTION AND / a / EIFS AS REQUIRED AT LOCATION / OF SCREEN ATTACHMENT. / A3.33 / w o' w / / T/ARCADEREVEAL w ELEV. +17'-8" / ALUMINUM SCREEN SYSTEM SEE MANUFACTURERS DETAILS w FOR ATTACHMENT. Of / w D N 00 / LO W 00 T/ARCADE REVEAL h L N 00 x 0 ELEV. +14'-10" Q -'r C? rn a L c N (h X i U c 8 �o PROVIDE MANUFACTURES / °� o U) 3 / ATTACHMENT TO EXISTING / / m 1:13 Z 00 / CENTER MULLION / v i M �T / NEW SYSTEM BEYOND m $ ao � o 00 w U GYP. BOARD TO SUNSCREEN ELEMENT / / SEE �A03Y Lo co UNDERSIDE OF JOIST ELEV. +12'-3" / a m U I / / B/ARCADE REVEAL J 0� 5 / ELEV. +12'-2" L o c!� A3.3 I a 0 o N O 7 alpd=Us J o 8 d =p 3/CANOPY y a o ELEV. +1 0'-8" o n ° w a o a _ m c O o v 3 3 o y D w 2 y p U O .O, EXTERIOR WALL ASSEMBLY 1A U c N U o '^ E o o �1 (SEE WALL ASSEMBLY NOTES & s p p a o V/ °04 'C I I132. STRUCTURAL DRAWINGS FOR WALL °o ` rocWNDO0 EXISTING STOREFRONT o o 3 T TO REMAIN perN r@ oma p -W ELEV. +9 ap C O= y V c p p U 0 .+ X .�., ° B/ARCADE REVEAL � F ELEV. +9'-0" ° J o o h -w U U� p.y p c N O NEW CEILING SEEO a w � °' 0 INTERIOR DECOR REMOVED EXISTING STOREFRONT y_ o c -`0 _ ° 0 - ps L TE DRAWINGS BUTT GAZE CLEAR POLISHE TO SUIT NEW WORK o =p N = o 0 PLATE 3/8" TEMPERED GALSS h W/ DARK BRONZE ANDD. O ; �'_ u ALUM. FRAMES �'L', c p o 3 0 0 0 0 0 U U < N N 7 W N a os z DINING PLAYPLACE B/ARCADE REVEAL h � a 3 _ s N s 101 1170 ELEV. +6'-3 1/2" o w o o m E O° m o �~ O w 3 � = �LD Lr) N� o (if O N r — O N >cr W 00 Q N H Q p D O L= N 8 3.3 T/ OF SILL ELEV. +3'-4" B/ARCADE REVEA L h J ELEV. +3'-4" - 1/2" GYP. BOARD 6" - 18GA. STL. STUD O FRAMING ® 24" O.C. EXISTING EXTERIOR FINISH TO REMAIN Ld m NEW PAINT REFER X TO ELEVATIONS 3 Ld o A3.3 sIM. Q0 o Q o � a TOP OF SLAB I W F o ELEV. t0'-0" TOP OF SLAB LA 1I TOP OF SLAB h O N M ELEV. f0'-0" I ELEV. t0'-0" O z o rn J a 0 F c�c U w — I F p F G O N O 005-0319.00.0 SECTION - INTERIOR PLAY PLACE WALL 2 SECTION 3 SECTION z A3.2 3/4"=1'-0" A3.2 3/4"=1'-0" A3.2 r W A392 SECTIONS URS PROJECT No. 60483275 URS PROJECT No. 60483275 PROVIDE SLEEVES ON ALL FASTENERS OF SLEEVES ON ALL FASTENERS PROVIDE SUNSCREEN, TRELLIS AND/OR CANOPY OF TRELLIS AND/OR CANOPY m CONNECTIONS TO PROVIDE CONSISTANT CONNECTIONS TO PROVIDE CONSISTENT AND UNIFORM ATTACHMENT THROUGH AND UNIFORM ATTACHMENT THROUGH BUILDING EXTERIOR WALL FINISH. A AV BUILDING EXTERIOR WALL FINISH. PRE-FAB CUSTOM ARCADE I A VAV 'I I 4 Ll NEW SUNSCREEN CONNECTION 10" TYP. , FASCIA WITH 24 GA - ATTACH TO STRUCTURE AS PRE-FINISHED COVER BY ".I vl EXTERIOR WALL ASSEMBLY 1A REQUIRED AA METAL-ERA. (SEE ASSEMBLY NOTES) o a EXTERIOR WALL ASSEMBLY 1A CALL 1-800-558-2162 TO NEW SUNSCREEN SYSTEM _T�j (SEE WALL ASSEMBLY NOTES ORDER. (SEE ELEVATIONS ri (COLOR: ALUMINUM) - & STRUCTURAL DRAWINGS FOR COLOR) OVER TPO &i &I ^ SEE EXTERIOR ASSEMBLY ° NEW LED LIGHT FIXTURE FOR WALL ATTACHMENT) ROOF MEMBRANE. LAP TPO pl y.i NOTES ON 7/A3.0 SEE ELEC BLOCKING OVER FASCIA. \DOW o I,•I I 8" BARRIER MEMBRANE ATTACH NEW CANOPY o J TO EXISTING WINDOW v DRAINAGE TRACK AT BOTTOM PROVIDE NEW SUNSCREEN SYSTEM AT VERTICAL w LED FIXTURE - SEE' �.i OF STUCCO (TERMINATE PER 10" TYP. STANDOFF ATTACHMENT TO EXISTING WINDOW SYSTEM MEMBERS AS REQUIRED. STUCCO REVEAL (SEE WALL MANUFACTURER) FIELD VERIFY SECTIONS & ELEVATIONS FOR ELECTRICAL. AT VERTICAL MEMBERS AS 2" BACKER ROD WITH SEALANT REVEAL HEIGHTS) WOOD BLOCKING REQUIRED. FIELD VERIFY NEW CANOPY CONNECTION TO o EXISTING STRUCTURE TO BE CHANNEL SCREED o M o O DESIGNED AS REQUIRED BY MANUFACTURER AND/OR ENGINEER ` ° OF RECORD ILL Q 0 NEW CANOPY SYSTEM - 'AA SEE EXTERIOR ASSEMBLY NOTES ON 6/A3.0 18" w EAL ®ACCENT DETAIL 2 LED FIXTURE A3.3 1 -1 /2" DETAIL = 1 '-0" 3 TERMINATION A3.3 1 -1 /2" = 1 '-0" DETAIL 4 SUNSCREEN DETAIL A3.3 5 CANOPY 1-1 DETAIL = 1 '-0" Q=!EV A3.3 1 1 /2" = 1 '-0" 3= 1'-0" /2" > Li 12'-0" EXT. WALL ASSEMBLY 1A (SEE BUILDING ELEVS., WALL CORIAN SILL r 2 „ -8 SECTS. &ASSEMBLY NOTES) 8„ `L CORIAN SILL WITH RADIUS CORNERS SHIM & CONT. SEALANT NEW WINDOWA.D.A. FLASHING NEW WINDOW ASSEMBLY SEE ASSEMBLY NOTES ON COMPLIANT ALUMINUM w ASSEMBLY SEE 6/A3.0 i THRESHOLD o ASSEMBLY NOTES � ALUMINUM DOOR & FRAME W/ ON 6/A3.0 SHIM AND SEALANT 1/4" TEMP. GLAZING (SEE DOOR SCHEDULE) N O BREAKMETAL COVER OVER 2x c: , c o 00 CONT. SEALANT PRESSURE TREATED BLOCKING m N M O SEE FLOOR PLAN FOR _ a m 00 00 E 040 ALUM. WALL CAP PARTITION TYPE 00 L N U) 0CID0 M CO CID SEALANT ° CL fl SLOPE ORHPOSITIVE x cu 0 DRAINAGE SILL LINTEL SHEET ALUM. END DAM 2x WOOD BLOCKING U c 0 N m cA o MEMBRANE TUBE STEEL COLUMN 3 FLASHI G UNDER NOTE: SEAL GLASS POCKET SEE STRUCTURAL m m m z M ALUM. WALL CAP W/ OF WINDOW JAMB AT SILL. NOTE: SEAL OVER HEADS OF ALL o a� m ao END D MS PERIMETER OPENINGS. NEW WINDOW ASSEMBLY w o < 00 t � ° \ SHIM NO SEALANT NOTE: SEALANT ON BACK LEG 11 SEE ASSEMBLY NOTES ON w i N$ r V Urn T. OF FLASHING TO BE APPLIED vil6/A3.0 m m -r- PRIOR PRIOR TO INSTALLATION OF CL OF WINDOW AND WALL FRAME.ASSEMBLY J s° o 0 6 WINDOW SILL FLASHING 7 FLASHING DETAIL ®JAMB 8 JAMB DETAIL ® INTERIOR WALL IL ®SIDE ARCADE a c o�oN� N� O C o3" = 1'-0" - A3.3 1-1/2" = 1'-0" W=REJ=TA 1 /21-0 J o °a5� o 0 A3.3 1 1/2"=1-0 O 3:,7- O cl O? U w yd y 1 CORIAN SILL CORNERS WITH RADIUS PATCH AS REQ'D TO MATCH EXIST. PRECAST SILL co o '_61 U U c � °' os o c �o- � � , o o 0` r `L O '0'j o NEW WINDOW ASSEMBLY SEE 2x TREATED WOOD BLK'G c 0 0 ASSEMBLY NOTES ON 6/A3.0 AROUND TUBE STEELL L o o m o 00 "C" CHANNEL DBL 600 COLUMN (TYP.) ¢ N m o`= E c EXISTING STOREFRONT TO REMAIN S250-54 WITH BREAKMETAL NEW WINDOW ASSEMBLY SEE o o . x y m 0 c X r m 3Y2 COVER TO MATCH WINDOW ASSEMBLY NOTES ON 6/A3.0 ASSEMBLY WALL ` "L `' 2 0J~ J C w O O N -------- ----- —, (SEE ASSEMBLY NOTES) O '•. r P oD+: �dc O y N H w p w U � O ; Q N d N TUBE STEEL COLUMN - Y 0 0 o = 0_= --------------------------- SEE STRUCTURAL WITH 2-8 " "L _ _ _ _ ETAL VER TO BREAK51/2 z o �® 0 ° 3 0 0 0`0 . / MATCHMWIND W Cro —QJ I o mm ---------- a o o 11 OJAMB DETAIL o r 4W A3.3 2»=—0» 1/ CORIAN SILL WITH RADIUS1 EXTERIOR WALL CORNERS } m ° ASSEMBLY 1A 13 WINDOW JAMB DETAIL 15 PLAN DETAIL ®WINDOW INFILL m w oI o N o CD (SEE ASSEMBLY NOTES) _ m INFILL00 EXISTING A3.3 1 1 /2"=1 '-0" A3.3 1 1 /2"=1 '-0" N cn C4 _ m of 7 o STOREFRONT v~ O CL PATCH TO MATCH EXIST. X SEE FLOOR PLAN FOR KNEE WALL AS REQ'D FOR i1 PARTITION TYPE NEW TUBE STEEL COL. 2x TREATED WOOD (TYP.) BLOCKING ® 12" O.C. 2x TREATED WOOD BLK'G (TYP.) AROUND TUBE STEEL o NEW HEADER DBL 1000 COLUMN (TYP.) S250-54 TUBE STEEL COLUMN - SEE STRUCTURAL OL, BASE PLATE BELOW - SEELd STRUCTURAL DRAWINGS m NEW WINDOW ASSEMBLY 5/8" EXT. SHTG. OVER 6" `�ALIGN W ~ SEE ASSEMBLY NOTES ON /, _ STEEL STUD ® 16" OC 2" 1'-0" 6/A3.0 `L ;. ^ Q0 Q - -- -- - \ �� R19 BATT INSULATION EXISTING STOREFRONT & < 3 GLAZING TO REMAIN W o F M rn 5/8" GYPSUM BD., FINISH / STUCCO PANEL TO MATCH U O EXISTING STOREFRONT 358 W/ J BEAD © STOREFRONT EXISTING (BE ADHERED TO CL of m o TO REMAIN0 CL OF WINDOW AND WALL 1'-0" EXISTING GLAZING) � � w w o ASSEMBLY F m N O 005-0319.00.0 DETAIL ® ARCADE 12 HEAD DETAIL ® INTERIOR WALL 14 PLAN DETAIL 0 COL. CORNER 16 PLAN DETAIL ® WINDOW PANEL zA3.3 *=CORN�R 11/_ 1'-0» A3.3 1 1 /2"=1'-0" A3.3 1 1 /2"=1'-0" A3.3 1 1 /2„-1'-0” SECTIONS DETAILS URS PROJECT No. 60483275 CORIAN VANITY TOP WITH — TURNED -DOWN EDGES AS SHOWN FLOOR MTD. "PRO SET" LAVATORY SUPPORT BY JAY R. SMITH MFG. CO. OR EQUAL. WITH CONCEALED ARMS AND ESCUTCHEON PLATE: MODEL 0700 FOR SINGLE SIDED; MODEL 0700D FOR DOUBLE SIDED CONT. CAULK OUTLINE OF ADA KNEE z CLEARANCE N PARTITION AS INDICATED ON FLOOR PLAN [I" ADX PLYWOOD SUBSTRATE VERIFY WITH COUNTER TOP MANUFACTURER. 24" 2 SECTION ® LAVATORY 1RS PROJECT No. 60483275 -UNDER MOUNT SINK (SEE PLUMBING DRAWINGS) LL Or LL d -ADA-COMPLIANT UNDERSINK PIPING M PROTECTION OVER J PIPES (SEE PLUMBING 6"M X. 8" MIN. 17" MIN. 2 SECTION ® LAVATORY 1RS PROJECT No. 60483275 -UNDER MOUNT SINK (SEE PLUMBING DRAWINGS) LL Or LL d -ADA-COMPLIANT UNDERSINK PIPING M PROTECTION OVER PIPES (SEE PLUMBING DRAWINGS) N LO i ro 00 O 9 M z o \I z / I 154"x60" CLEAR FLOOR AREA I 1A J \ 1 C ABOVE 9 / \ 2 L� 17 59"x60" CLEAR TOILET AREA N O o 1B FOOF59�'xW'CLEAR REA 2 \ N M/ \ 1 C ABOVE 1A I 54"x60" CLEAR o o , FLOOR AREA j gg/ \ N T I � O11 � 36"x48" CLEAR 4A - - 4A FLOOR AREA x60" CLEAR FLOOR AREA / L 1 3'6Y2„ 0"x48" CLEAR WOMEN'S LOOR AREA I I TOILET 102 t4'-6" 4.0 777 fo I in 0 000 0 ° 0 l 3'-2 - - f4'-6„ THOD HOLD / MEN'S / TOILET J J30" 48" CLEAR 103 Ip FLO R AREA k ®IT 54"x6q" CLEAR \ FLOOR AREA 3'-0" A. 3'-0" 9 54' 60" CLEAR FLO R AREA J �A / 4A t 17'-7" ±1 l'-7" I LO NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN TO CEMENT BD. 2. SEE SHEET A1.0 FOR PARTITION TYPES 3. SEE SHEETS A4.1 FOR DOOR AND FINISH SCHEDULES. 4. SEE 4/A4.0 FOR FIXTURE MOUNTING HEIGHTS O= RESTROOM ACCESSORY - SEE 3/A4.0 ITEM NI SUPPLIER SUPPORT FINISHED WALL 54" MIN. SUPPLIER SEE NOTE 2 MODEL SEE NOTE 3 O ADLEY AUTOMATIC MIN. 12" MAX. 1A GRAB BAR 42" 812- 42" 812-001-42 HUGHES SUPPLY (1)2x6 4'-0" LONG STALL FLUSH CONTROL (866) 310-3576 CENTER MOUNTED DOOR 36" MIN. 1B GRAB BAR 36" 812-001-36 MCDCOORD@HAJOCA.COM MOUNTED VALVE LOCK BY HARDER VALVE LOCK BY 40" CLOTHES LOCK (OPTIONAL - HARDER LOCK VERIFY WITH OPTIONAL - VERIFY 1C GRAB BAR 24" 812-001-24 HOOK 24" MIN. 12" ( (OPT.) CONSTRUCTION MANAGER) MI WITH CONSTRUCTION TOILET TISSUE DISPENSER, HUGHES SUPPLY FRAME WALL OPENING MANAGER) O JUMBO, SURFACE MOUNTED BRADLEY (866) 310-3576 PER MANUFACTURER'S AUTOMATIC FLUSH 1C o 1C FINISHED 5424 MCDCOORD@HAJOCA.COM RECOMMENDATIONS CONTROL N SANITARY NAPKIN HUGHES SUPPLY Q URINAL O RECEPTACLE, RECESSED BRADLEY (866) 310-3576 1B OPTIONAL 4731-15 MCDCOORD@HAJOCA.COM HAND DRYER, WORLD DRYER HUGHES SUPPLY FRAME WALL OPENING o X m 4A ENERGY EFFICIENT MODEL, L-971 (866) 310-3576 PER MANUFACTURER'S a oz < N m o O 7„-9„ ADA, ALUMINUM BRUSHED SlimDri MCDCOORD@HAJOCA.COM RECOMMENDATIONS J CD o HAND DRYER, BRADLEY HUGHES SUPPLY n n z 4A ENERGY EFFICIENT MODEL, CD - 2902-287400 (866) 310-3576 N N - OPTION ADA, STAINLESS STEEL a co 0 ao MCDCOORD@HAJOCA.COM � m 24” MIN. TOWEL DISPENSER & WASTE BRADLEY HUGHES SUPPLY FINISHED FLOOR o 4B RECEPTACLE, INDIVIDUAL, 2441 (866) 310-3576 RECESSED (OPTIONAL) 3251 MCDCOORD@HAJOCA.COM TOWEL DISPENSER & WASTE HUGHES SUPPLY FINISHED WALL 4C RECEPTACLE, COMBINATION, 2291 BRADLEY (866) 310-3576 O3 4A 4A 4A 4B 4B 4C RECESSED OPTIONAL MCDCOORD@HAJOCA.COM ALL LAVATORIES MUST HAVE BRADLEY HUGHES SUPPLY SANITARY ELECTRIC ELECTRIC ELECTRIC TOWEL WASTE TOWEL A FAUCET CAPABLE OF O MIRROR, CHANNEL FRAME #781 (866) 310-3576 O5 O7 NAPKIN HAND HAND HAND DISPENSER RECEPTACLE DISPENSER SUPPLYING WARM WATER CHANGING 24"x36" MCDCOORD@HAJOCA.COM RECEPTACLE DRYER DRYER DRYER (OPT.) (OPT.) & WASTE FOR A MIN. OF 10 SEC. TABLE SOAP DISPENSER, COUNTER HUGHES SUPPLY (OPT.) (OPT. "B") (OPT. "A") RECEPTACLE 6A MOUNTED, 6" SPOUT BRADLEY (866) 310-3576 (OPT.) OPTIONAL 6326-68 MCDCOORD@HAJOCA.COM FINISHED WALL SOAP DISPENSER, BRADLEY 6B HUGHES SUPPLY WALL -MOUNTED 6542 (866) 310-3576 ° WALL -MTD 6B 2" + MCDCOORD@HAJOCA.COM LJ El SOAP DISP O ® BABY CHANGING TABLE, HUGHES SUPPLY FRAME WALL OPENING 0 0 � 7 HORIZONTAL,RECESSED, ADA KOALA KARE 866 310-3576 PER MANUFACTURER'S o + O KB100-MDTA ( ) LL ¢ COMPLIANT MCDCOORD@HAJOCA.COM RECOMMENDATIONS ° a w Q -- o - O BABY CHANGING TABLE, KOALA KARE HUGHES SUPPLY FRAME WALL OPENING _ o HORIZONTAL,RECESSED, ADA PER MANUFACTURER'S X Q w X ¢ v=i X OPTION KB11 O-MDRA (866) 310-3576 � Z < � w X 0 < J z "A" COMPLIANT, ALL STAINLESS MCDCOORD@HAJOCA.COM RECOMMENDATIONS za U � z �� O8 DIAPER CONTAINER (OPTIONAL) - BY OWNER Ld -nM a U M o N BRADLEY HUGHES SUPPLY FINISHED FLOOR o 0 0 9 O CLOTHES HOOK 917 (866) 310-3576 MCDCOORD@HAJOCA.COM ADA -COMPLIANT UNDERSINK PIPING - PROTECTION - SEE RESTROOM FIXTURE AND ACCESSORY ELEVATIONS PLUMBING DRAWINGS 1/2" = V-0 NOTES: 1) SEE 6/A4.0 FOR ACCESSORY MOUNTING HEIGHTS 2) SELECT ONE ITEM FROM ITEM GROUPS 4 & 6, VERIFY WITH AREA CONSTRUCTION MANAGER. 3) CUT BACK-UP SUPPORTS BETWEEN STUDS SO FACE OF SUPPORT IS FLUSH W/WALL STUD 3 RESTROOM ACCESSORY SCHEDULE A4.0 N O c Lo p O 00 O N M o a Oo00 E U) :300 co o O` U) 0-5 r- v CL 0) +_ i ci Q L p 0) co xo 0 U C+ O N O rn 3 m v O Z a� ED E 00 o Lo 000 ZZ, a U Locr- co a a (6 r U 0-)t U � m J > N N O O C 0 N Q O d O O d IN o D 220 N O UaL+ J 2 N N W D J ° aD�o° 2 0 N V L-0 O o 2 o a a� N a . U C N ^ V 0 ° o' 0 E-�oCo ' p / NC O o c U o� N ate E E o w c O C U % w O y° C 0 C N t 0 C U F N ` m 1p o f C O° O N O Q C U c .6O D a n o O U i+ N N C w m o V21 wCIO ° 01 O 0, N �ofom TE C JN 1,2 ° O O d U q O 2 0 u c f O m2� p '3 C co31U w O p .3 O O 0 0 ® o 0 0 C 2 O N O N ry U_ U a moo- 0id a w U r oo m E ow L-0 mLj W o N N ON U r W N W 0 0 00 �D, of o N 2 7 L 36"x48" CLEAR Or z w m F- X 5 6A FLOOR AREA ADA SIGNAGE EE GEN NOTE N w S a < Ld F N O O 5 6A O 6 ON A1.0 ° F_ � D M O F w c w Of F 005-0319.00.0 c) A4.0 N RESTROOM PLAN Ld n 0 ° 0 l 3'-2 - - f4'-6„ THOD HOLD / MEN'S / TOILET J J30" 48" CLEAR 103 Ip FLO R AREA k ®IT 54"x6q" CLEAR \ FLOOR AREA 3'-0" A. 3'-0" 9 54' 60" CLEAR FLO R AREA J �A / 4A t 17'-7" ±1 l'-7" I LO NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN TO CEMENT BD. 2. SEE SHEET A1.0 FOR PARTITION TYPES 3. SEE SHEETS A4.1 FOR DOOR AND FINISH SCHEDULES. 4. SEE 4/A4.0 FOR FIXTURE MOUNTING HEIGHTS O= RESTROOM ACCESSORY - SEE 3/A4.0 ITEM NI SUPPLIER SUPPORT FINISHED WALL 54" MIN. SUPPLIER SEE NOTE 2 MODEL SEE NOTE 3 O ADLEY AUTOMATIC MIN. 12" MAX. 1A GRAB BAR 42" 812- 42" 812-001-42 HUGHES SUPPLY (1)2x6 4'-0" LONG STALL FLUSH CONTROL (866) 310-3576 CENTER MOUNTED DOOR 36" MIN. 1B GRAB BAR 36" 812-001-36 MCDCOORD@HAJOCA.COM MOUNTED VALVE LOCK BY HARDER VALVE LOCK BY 40" CLOTHES LOCK (OPTIONAL - HARDER LOCK VERIFY WITH OPTIONAL - VERIFY 1C GRAB BAR 24" 812-001-24 HOOK 24" MIN. 12" ( (OPT.) CONSTRUCTION MANAGER) MI WITH CONSTRUCTION TOILET TISSUE DISPENSER, HUGHES SUPPLY FRAME WALL OPENING MANAGER) O JUMBO, SURFACE MOUNTED BRADLEY (866) 310-3576 PER MANUFACTURER'S AUTOMATIC FLUSH 1C o 1C FINISHED 5424 MCDCOORD@HAJOCA.COM RECOMMENDATIONS CONTROL N SANITARY NAPKIN HUGHES SUPPLY Q URINAL O RECEPTACLE, RECESSED BRADLEY (866) 310-3576 1B OPTIONAL 4731-15 MCDCOORD@HAJOCA.COM HAND DRYER, WORLD DRYER HUGHES SUPPLY FRAME WALL OPENING o X m 4A ENERGY EFFICIENT MODEL, L-971 (866) 310-3576 PER MANUFACTURER'S a oz < N m o O 7„-9„ ADA, ALUMINUM BRUSHED SlimDri MCDCOORD@HAJOCA.COM RECOMMENDATIONS J CD o HAND DRYER, BRADLEY HUGHES SUPPLY n n z 4A ENERGY EFFICIENT MODEL, CD - 2902-287400 (866) 310-3576 N N - OPTION ADA, STAINLESS STEEL a co 0 ao MCDCOORD@HAJOCA.COM � m 24” MIN. TOWEL DISPENSER & WASTE BRADLEY HUGHES SUPPLY FINISHED FLOOR o 4B RECEPTACLE, INDIVIDUAL, 2441 (866) 310-3576 RECESSED (OPTIONAL) 3251 MCDCOORD@HAJOCA.COM TOWEL DISPENSER & WASTE HUGHES SUPPLY FINISHED WALL 4C RECEPTACLE, COMBINATION, 2291 BRADLEY (866) 310-3576 O3 4A 4A 4A 4B 4B 4C RECESSED OPTIONAL MCDCOORD@HAJOCA.COM ALL LAVATORIES MUST HAVE BRADLEY HUGHES SUPPLY SANITARY ELECTRIC ELECTRIC ELECTRIC TOWEL WASTE TOWEL A FAUCET CAPABLE OF O MIRROR, CHANNEL FRAME #781 (866) 310-3576 O5 O7 NAPKIN HAND HAND HAND DISPENSER RECEPTACLE DISPENSER SUPPLYING WARM WATER CHANGING 24"x36" MCDCOORD@HAJOCA.COM RECEPTACLE DRYER DRYER DRYER (OPT.) (OPT.) & WASTE FOR A MIN. OF 10 SEC. TABLE SOAP DISPENSER, COUNTER HUGHES SUPPLY (OPT.) (OPT. "B") (OPT. "A") RECEPTACLE 6A MOUNTED, 6" SPOUT BRADLEY (866) 310-3576 (OPT.) OPTIONAL 6326-68 MCDCOORD@HAJOCA.COM FINISHED WALL SOAP DISPENSER, BRADLEY 6B HUGHES SUPPLY WALL -MOUNTED 6542 (866) 310-3576 ° WALL -MTD 6B 2" + MCDCOORD@HAJOCA.COM LJ El SOAP DISP O ® BABY CHANGING TABLE, HUGHES SUPPLY FRAME WALL OPENING 0 0 � 7 HORIZONTAL,RECESSED, ADA KOALA KARE 866 310-3576 PER MANUFACTURER'S o + O KB100-MDTA ( ) LL ¢ COMPLIANT MCDCOORD@HAJOCA.COM RECOMMENDATIONS ° a w Q -- o - O BABY CHANGING TABLE, KOALA KARE HUGHES SUPPLY FRAME WALL OPENING _ o HORIZONTAL,RECESSED, ADA PER MANUFACTURER'S X Q w X ¢ v=i X OPTION KB11 O-MDRA (866) 310-3576 � Z < � w X 0 < J z "A" COMPLIANT, ALL STAINLESS MCDCOORD@HAJOCA.COM RECOMMENDATIONS za U � z �� O8 DIAPER CONTAINER (OPTIONAL) - BY OWNER Ld -nM a U M o N BRADLEY HUGHES SUPPLY FINISHED FLOOR o 0 0 9 O CLOTHES HOOK 917 (866) 310-3576 MCDCOORD@HAJOCA.COM ADA -COMPLIANT UNDERSINK PIPING - PROTECTION - SEE RESTROOM FIXTURE AND ACCESSORY ELEVATIONS PLUMBING DRAWINGS 1/2" = V-0 NOTES: 1) SEE 6/A4.0 FOR ACCESSORY MOUNTING HEIGHTS 2) SELECT ONE ITEM FROM ITEM GROUPS 4 & 6, VERIFY WITH AREA CONSTRUCTION MANAGER. 3) CUT BACK-UP SUPPORTS BETWEEN STUDS SO FACE OF SUPPORT IS FLUSH W/WALL STUD 3 RESTROOM ACCESSORY SCHEDULE A4.0 N O c Lo p O 00 O N M o a Oo00 E U) :300 co o O` U) 0-5 r- v CL 0) +_ i ci Q L p 0) co xo 0 U C+ O N O rn 3 m v O Z a� ED E 00 o Lo 000 ZZ, a U Locr- co a a (6 r U 0-)t U � m J > N N O O C 0 N Q O d O O d IN o D 220 N O UaL+ J 2 N N W D J ° aD�o° 2 0 N V L-0 O o 2 o a a� N a . U C N ^ V 0 ° o' 0 E-�oCo ' p / NC O o c U o� N ate E E o w c O C U % w O y° C 0 C N t 0 C U F N ` m 1p o f C O° O N O Q C U c .6O D a n o O U i+ N N C w m o V21 wCIO ° 01 O 0, N �ofom TE C JN 1,2 ° O O d U q O 2 0 u c f O m2� p '3 C co31U w O p .3 O O 0 0 ® o 0 0 C 2 O N O N ry U_ U a moo- 0id a w U r oo m E ow L-0 mLj W o N N ON U r W N W 0 0 00 �D, of o N 2 7 L 36"x48" CLEAR Or o w m F- X 5 6A FLOOR AREA ADA SIGNAGE EE GEN NOTE N w S a < Ld F N O O 5 6A O 6 ON A1.0 ° F_ � D M O F w w Of F 005-0319.00.0 c) ° 0 l 3'-2 - - f4'-6„ THOD HOLD / MEN'S / TOILET J J30" 48" CLEAR 103 Ip FLO R AREA k ®IT 54"x6q" CLEAR \ FLOOR AREA 3'-0" A. 3'-0" 9 54' 60" CLEAR FLO R AREA J �A / 4A t 17'-7" ±1 l'-7" I LO NOTES 1. ALL DIMENSIONS SHOWN ARE TAKEN TO CEMENT BD. 2. SEE SHEET A1.0 FOR PARTITION TYPES 3. SEE SHEETS A4.1 FOR DOOR AND FINISH SCHEDULES. 4. SEE 4/A4.0 FOR FIXTURE MOUNTING HEIGHTS O= RESTROOM ACCESSORY - SEE 3/A4.0 ITEM NI SUPPLIER SUPPORT FINISHED WALL 54" MIN. SUPPLIER SEE NOTE 2 MODEL SEE NOTE 3 O ADLEY AUTOMATIC MIN. 12" MAX. 1A GRAB BAR 42" 812- 42" 812-001-42 HUGHES SUPPLY (1)2x6 4'-0" LONG STALL FLUSH CONTROL (866) 310-3576 CENTER MOUNTED DOOR 36" MIN. 1B GRAB BAR 36" 812-001-36 MCDCOORD@HAJOCA.COM MOUNTED VALVE LOCK BY HARDER VALVE LOCK BY 40" CLOTHES LOCK (OPTIONAL - HARDER LOCK VERIFY WITH OPTIONAL - VERIFY 1C GRAB BAR 24" 812-001-24 HOOK 24" MIN. 12" ( (OPT.) CONSTRUCTION MANAGER) MI WITH CONSTRUCTION TOILET TISSUE DISPENSER, HUGHES SUPPLY FRAME WALL OPENING MANAGER) O JUMBO, SURFACE MOUNTED BRADLEY (866) 310-3576 PER MANUFACTURER'S AUTOMATIC FLUSH 1C o 1C FINISHED 5424 MCDCOORD@HAJOCA.COM RECOMMENDATIONS CONTROL N SANITARY NAPKIN HUGHES SUPPLY Q URINAL O RECEPTACLE, RECESSED BRADLEY (866) 310-3576 1B OPTIONAL 4731-15 MCDCOORD@HAJOCA.COM HAND DRYER, WORLD DRYER HUGHES SUPPLY FRAME WALL OPENING o X m 4A ENERGY EFFICIENT MODEL, L-971 (866) 310-3576 PER MANUFACTURER'S a oz < N m o O 7„-9„ ADA, ALUMINUM BRUSHED SlimDri MCDCOORD@HAJOCA.COM RECOMMENDATIONS J CD o HAND DRYER, BRADLEY HUGHES SUPPLY n n z 4A ENERGY EFFICIENT MODEL, CD - 2902-287400 (866) 310-3576 N N - OPTION ADA, STAINLESS STEEL a co 0 ao MCDCOORD@HAJOCA.COM � m 24” MIN. TOWEL DISPENSER & WASTE BRADLEY HUGHES SUPPLY FINISHED FLOOR o 4B RECEPTACLE, INDIVIDUAL, 2441 (866) 310-3576 RECESSED (OPTIONAL) 3251 MCDCOORD@HAJOCA.COM TOWEL DISPENSER & WASTE HUGHES SUPPLY FINISHED WALL 4C RECEPTACLE, COMBINATION, 2291 BRADLEY (866) 310-3576 O3 4A 4A 4A 4B 4B 4C RECESSED OPTIONAL MCDCOORD@HAJOCA.COM ALL LAVATORIES MUST HAVE BRADLEY HUGHES SUPPLY SANITARY ELECTRIC ELECTRIC ELECTRIC TOWEL WASTE TOWEL A FAUCET CAPABLE OF O MIRROR, CHANNEL FRAME #781 (866) 310-3576 O5 O7 NAPKIN HAND HAND HAND DISPENSER RECEPTACLE DISPENSER SUPPLYING WARM WATER CHANGING 24"x36" MCDCOORD@HAJOCA.COM RECEPTACLE DRYER DRYER DRYER (OPT.) (OPT.) & WASTE FOR A MIN. OF 10 SEC. TABLE SOAP DISPENSER, COUNTER HUGHES SUPPLY (OPT.) (OPT. "B") (OPT. "A") RECEPTACLE 6A MOUNTED, 6" SPOUT BRADLEY (866) 310-3576 (OPT.) OPTIONAL 6326-68 MCDCOORD@HAJOCA.COM FINISHED WALL SOAP DISPENSER, BRADLEY 6B HUGHES SUPPLY WALL -MOUNTED 6542 (866) 310-3576 ° WALL -MTD 6B 2" + MCDCOORD@HAJOCA.COM LJ El SOAP DISP O ® BABY CHANGING TABLE, HUGHES SUPPLY FRAME WALL OPENING 0 0 � 7 HORIZONTAL,RECESSED, ADA KOALA KARE 866 310-3576 PER MANUFACTURER'S o + O KB100-MDTA ( ) LL ¢ COMPLIANT MCDCOORD@HAJOCA.COM RECOMMENDATIONS ° a w Q -- o - O BABY CHANGING TABLE, KOALA KARE HUGHES SUPPLY FRAME WALL OPENING _ o HORIZONTAL,RECESSED, ADA PER MANUFACTURER'S X Q w X ¢ v=i X OPTION KB11 O-MDRA (866) 310-3576 � Z < � w X 0 < J z "A" COMPLIANT, ALL STAINLESS MCDCOORD@HAJOCA.COM RECOMMENDATIONS za U � z �� O8 DIAPER CONTAINER (OPTIONAL) - BY OWNER Ld -nM a U M o N BRADLEY HUGHES SUPPLY FINISHED FLOOR o 0 0 9 O CLOTHES HOOK 917 (866) 310-3576 MCDCOORD@HAJOCA.COM ADA -COMPLIANT UNDERSINK PIPING - PROTECTION - SEE RESTROOM FIXTURE AND ACCESSORY ELEVATIONS PLUMBING DRAWINGS 1/2" = V-0 NOTES: 1) SEE 6/A4.0 FOR ACCESSORY MOUNTING HEIGHTS 2) SELECT ONE ITEM FROM ITEM GROUPS 4 & 6, VERIFY WITH AREA CONSTRUCTION MANAGER. 3) CUT BACK-UP SUPPORTS BETWEEN STUDS SO FACE OF SUPPORT IS FLUSH W/WALL STUD 3 RESTROOM ACCESSORY SCHEDULE A4.0 N O c Lo p O 00 O N M o a Oo00 E U) :300 co o O` U) 0-5 r- v CL 0) +_ i ci Q L p 0) co xo 0 U C+ O N O rn 3 m v O Z a� ED E 00 o Lo 000 ZZ, a U Locr- co a a (6 r U 0-)t U � m J > N N O O C 0 N Q O d O O d IN o D 220 N O UaL+ J 2 N N W D J ° aD�o° 2 0 N V L-0 O o 2 o a a� N a . U C N ^ V 0 ° o' 0 E-�oCo ' p / NC O o c U o� N ate E E o w c O C U % w O y° C 0 C N t 0 C U F N ` m 1p o f C O° O N O Q C U c .6O D a n o O U i+ N N C w m o V21 wCIO ° 01 O 0, N �ofom TE C JN 1,2 ° O O d U q O 2 0 u c f O m2� p '3 C co31U w O p .3 O O 0 0 ® o 0 0 C 2 O N O N ry U_ U a moo- 0id a w U r oo m E ow L-0 mLj W o N N ON U r W N W 0 0 00 �D, of o N 2 7 L o Or o w m F- X W U N S a < Ld F N O O O o ° F_ � D M O F w o F 005-0319.00.0 c) A4.0 N RESTROOM PLAN URS PROJECT No. 60483275 MARK ROOM NAME FLOOR BASE WALLS CEILING * REMARKS } m ° * SEE CEILING PLAN FOR HGTS & LAYOUTS W w o w o �^ a Z Z > Q z J w w w a muj z v z w z w Z I r w U o o W J F J Q m Z p p m 3 H U Q } g Q Q w Z Z } N bj } d d H 0 ? N m m ? U W ~O w � o } ly > o _ w Of 0 �_ U z vY W : H 1En d U Q N w z OJ m m m 0 0bi N Q a 2 w D 0 > m U m 0 a r O O r o U } W 0 W 0 0 O w w H W U w (n U 0 z Z in o m J m o o w� a Q > mQ o w (n Q Q d > } Q ti Q fifN w Z w ~ Z m O J Z - 3 } W W W W W W x Q x Q (n 0 F > > O w w 0 cn 0 U d :2N d N d 0- N p 100 CUSTOMER SERVICE • • • • • • 10 1 • 1 1 1 VERIFY FINISHES WITH DECOR COMPANY N 101 DINING • • • • • • VERIFY FINISHES WITH DECOR COMPANY a r V) Z 102 WOMEN'S TOILET • • • • • VERIFY FINISHES WITH DECOR COMPANY 103 MEN'S TOILET • • • • • VERIFY FINISHES WITH DECOR COMPANY 116 116 JANITOR'S CLOSET • • • • • • EXT GRADE PLYWOOD (NOTE 5) SEE NOTE 6B o 117 PLAY PLACE • • • • • • VERIFY FINISHES WITH DECOR COMPANY 0 GENERAL FINISH NOTES: 1. ALL FINISH SURFACES OF WALL AND CEILING MATERIALS SHALL BE CLASS B AND SHALL HAVE A FLAME SPREAD RATING OF 26 TO 75 AND A SMOKE DENSITY OF 450 MAX. (PER IBC TABLE 803.5). DOOR SCHEDULE 2• DECORATIVE MATERIALS SHALL BE FLAME RETARDANT AND MEET THE GENERAL DOOR NOTES: Lij ~ MARK DOOR FRAME CRITERIA OF NFPA 701. Q MATERIAL SIZE TYPE MATL SIZE 1. GC TO INSTALL ACCESSIBILITY DOOR SIGNS WHERE 1 ALUM. 3'-0"x7'-0"xi 3/4" A ALUM. NOTE 5 3. DECORATIVE MATERIAL SHALL NOT CONCEAL EXITS, EXIT LIGHTS, ALARM REQ'D BY LOCAL CODES - SEE GENERAL NOTE 6, NOT USED STATIONS, HOSE CABINETS, AND EXTINGUISHER LOCATIONS SHEET A1.0 FRONT COUNTER NOT USED 2 R SHALL E & INSTALLED 4. QUARRY TILE: RECESSED INTOOTHECTOPWOF THE DOOR &ITCHES BYISI NOT USED DAL-TILE DIABLO RED 6x6 ABRASIVE TILE WITH BLACK GROUT METAL FRAME ABOVE. NOT USEDHOLLOW 3. DOORS, DOOR FRAMES, & HARDWARE FOR DOORS 5 S.C. WOOD W LAM. / 3'-0"x6'-8"xi 3 4 / C H.M. 2"JAMB & HEAD FLOOR TILE: 3, 3A, 4, 5, 6, 6A, 7, 8, 8A, 10, 11, 12, 14, 15, 6 S.C. WOOD W LAM. 3'-0"x4'-8"x1 3/4" D H.M. 2"JAMB & HEAD EUROWEST BRUSHSTROKE: APPROVED COLORS, WALNUT, BEIGE OR 16 SUPPLIED BY: UNIVERSAL MANUFACTURING 6A S.C. WOOD W LAM. 2'-6"x4'-8"xi 3/4" D H.M. 2"JAMB & HEAD NICKEL. 1-800-821-1414. u 7 S.C. WOOD W LAM. 3'-0"x6'-8"x1 3/4" C H.M. 2"JAMB & HEAD A) MUST BE APPROVED BY McDONALD'S U.S. RESTAURANT DESIGN 4. DOOR 9 SUPPLIED BY FREEZER/COOLER UI E B) MUST BE NO LARGER THAN 12"X24" MANUFACTURER --J C) MUST MEET THE FOLLOWING: STATIC COEFFICIENT OF FRICTION (PER 5. SEE ELEVATIONS AND WALL SECTIONS ASTM F1677-05): LEVEL SURFACES: MINIMUM 0.50 DRY AND WET 6. ALL INTERIOR SOLID CORE WOOD DOORS TO HAVE D) TILE BASE: SCHLUTER DILEX-EHK, SERIES EBHKU11/011 MS A LAMINATED FINISH, AS INDICATED PER DECOR Lii E) TILE EDGE PROTECTION: SCHLUTER-QUADEC, SERIES Q125EB DWGS QO F) POST INSTALLATION CLEANER IS REQUIRED ON ALL FLOOR TILE 7. DOOR 8 & 8A - LAMINATED FINISH - "WILSONART APPLICATIONS. VERIFY CLEANING SOLUTION PRODUCT AND DOVE GREY" D92-60 INSTRUCTIONS WITH MANUFACTURER. SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATION. 5. WHEN BUILDING TYPE IS A NON-COMBUSTIBLE CATEGORY, ALL PLYWOOD SHALL BE FIRE RETARDANT TREATED. 6. A. FRP OVER CEMENT BD BEHIND 3-COMP SINK TO HGT OF BACK Co � E SPLASH co N M M o M B. FRP OVER CEMENT BD. OVER EXT GRADE PLYWOOD (NOTE 5) AT N O M rn MOP SINKS FRONT COUNTER CL I fl FURNISHED & INSTALLED O a) , cu v 7. PROVIDE CEMENT BOARD BACKER OR EQUIVALENT AT ALL CERAMIC BY ISI U c N 0 TILE LOCATIONS. O 0 o� � PICK-UP SHELF m o Z 00 GENERAL NOTES: 1. ALL EXIT DOORS SHALL BE KEYLESS IN THE DIRECTION OF EGRESS. m 00 1 2. THE OPENING FORCE OF ALL EXT. PUSH/PULL DOORS SHALL NOT EXCEED 8 1/2 LBS. a v � M Q 3. THE OPENING FORCE OF ALL INTERIOR PUSH/PULL DOORS SHALL NOT EXCEED 5 LBS. o a `m I U w t 4. PROVIDE PANIC HARDWARE FOR ALL EXTERIOR DOORS AS NOTED ON THE DOOR SCHEDULE. AL A U o 5. ALL DOOR HARDWARE SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR A4.1 ? o`o y o TWISTING OF THE WRIST TO OPERATE. ¢ � N ' ♦ ° 0 8 - 8 00 N ]a+L V m ° c - ' y J a�� WD a O 2p 0 DOOR #1 -ENTRY DOOR -° JaS 0ew ao° 1. 1 EA CLOSER LCN 4021 x 18 2. 3 EA HINGES OFFSET PIVOT ANSI -A-156.4 GRADE 1; PROVIDE EXPOSED PARTS OF1 " 5" o '� ° a N N a CAST ALUMINUM ALLOY, AS SUPPLIED BY DOOR MANUFACTURER. s u �'- 0 0 3. 1 EA PUSH/PULL HANDLE KAWNEER #CO-9 OR HAGER PUSH/PULL SET 164D/V/B. 2 6• m oo00 �/� E - o �'o 4. 1 EA PANIC HARDWARE ADAMS RITE MFG. CO. 8800 SERIES WITH OUTSIDE CYLINDER _ (FINISH TO MATCH STOREFRONT DOOR) _ $ "D 5. 1 EA THRESHOLD NATIONAL GUARD PRODUCTS, INC. SADDLE TYPE THRESHOLD 325, c o ° m o U.2 o c o 36" WIDE x 1/2" RISE (ADA ACCESSIBLE). y h : aN 6. 1 EA WEATHER STRIPPING: PROVIDE COMPRESSION WEATHER STRIPPING AGAINST FIXED m c D E c STOPS. AT OTHER EDGES PROVIDE SLIDING WEATHER STRIPPING RETAINED IN o `o ° 0 x o 0 W ADJUSTABLE STRIP MORTISED INTO DOOR EDGE. PROVIDE EPDM OR VINYL GASKET o J F o ` WEATHER STRIPPING IN BOTTOM DOOR RAIL ADJUSTABLE FOR CONTACT W/ THRESHOLD. "THIS u o - •- o Q 7. 1 EA SIGN MOUNT ONTO DOOR, TO READ DOOR MUST REMAIN UNLOCKED WHENEVER COUNTER PLAN vQ CO o ° BUILDING IS OCCUPIED/DURING BUSINESS HOURS." g.fRIONT O DOOR #5 ENTRY /- QN O ° -RESTROOM E 1. 3 EA HINGE BB1279 4 lh X 4 M US26D HAGER °° N 3 0 `m Q 2. 1 EA CLOSER LDPA4031 SNB ALUM LCN m m d , m - -00 = 3. 1 EA PUSH PLATE 30S 4 X 16 US28 HAGER 4. 1 EA PULLPLATE H33E 4 X 16 US28 HAGER ° 0 3 0 o ° o 5. 2 EA KICKPLATE 1905 8 X 34 US28 HAGER 6. 1 EA DOOR STOP 236W US32D HAGER tea"" EG; ® a o PICK-UP SHELF BY G.C. o 0 7. 2 EA TOE GUARD 202NA 36" N.GUARD ~ 0 3 " 0 8. 1 EA FINGER GRD MKIA PUSH SIDE BRN F.SAFE 1'-2" 1'-6' MECHANICAL FASTEN a o 9. 1 EA FINGER GRD MKIB PULL SIDE BRN F.SAFE % SHELF TO BASE CABINET REFERENCE TOP DEPTH (REFERENCE) ( ) CONDIMENT CENTER SEE DECOR DRAWINGS � a p m • oma "TQM INTERIOR FOR CORIAN MATERIAL } m p o m E E oN DOOR 6 -ADA STALL 8„ SELECTION z p w N n 1. 2 EA HINGE 1250 4 % X 4 % US26D HAGER 2. 1 EA HINGE BB1279 4 M X 4 % US26D HAGER _3 HOLD DIMENSION (HOLD) MOUNTED (ABOVE COUNTER) o v N O p N 3 w �a N p p 3. 1 EA DEADBOLT 3215 MODIFIED 626 HAGER EFOR QUIPMENT , m m _ 4. 2 EA PULL PLATE CA09 CFC 2 1/8 US32D HAGER $ 5. 1 EA CLOTHES HOOK 917 BRADLEY Ln 6. 1 EA DOOR STOP 236W US32D HAGER 000R TMVEs 0 (if� DOOR AA - STANDARD STALL 1" ADX PLYWOOD � Q 0 1. 2 EA HINGE 1250 4 X 4 US26D HAGER SUBSTRATE-VERIFY W/COUNTER TOP SOLID CORIAN SURFACE AT ALL z w 0 = 2. 1 EA HINGE 661279 4 X 4 US26D HAGER MANUF. CUSTOMER-EXPOSED o 3. 1 EA DEADBOLT 3215 MODIFIED 626 HAGER SIDES. COLOR: "LINEN" Ll 4. 2 EA PULL PLATE CA09 CFC 2 1/8 US32D HAGER NOTE: COUNTER OR "RICE PAPER" o L` Q 5. 1 EA CLOTHES HOOK 917 BRADLEY SUPPORT WALL COORDINATE WITH THE 6. 1 EA DOOR STOP 236W US32D HAGER ABNY Do FIUNRSNTAISLHLEEDD o_DECOR DRAWINGS 7 2 M FRP FINISH ON--__7w (OFFSET o 0 DOOR #7 - DINING ROOM JANITORS CLOSET G.C. N a KITCHEN SIDE FACE OF o a 1. 3 EA HINGE BB1279 4 � X 4 lh US26D HAGER (3) 2X6 TREATED COUNTER) Ld °' 2. 1 EA LOCK ND80PD RHO 626 SCHLAGE SILL PLATE - = X ANCHOR TO FLOOR CD W W/ 3" SHOT PINS6" TILE = vNi ® 48" O.C.BASE co o 0 3 Q Ld w O OL,F NM O QUARRY TILE FLOOR SEE DECOR FOR FLOOR TILE O o ° � O M O F W F O F p N O A PICK-UP SHELF SECTION oos-o3ls.00.o A4.1 „-� _o„ c5 A4.1 N DETAILS & SCHEDULES URS PROJECT No. 60483275 STRUCTURAL GENERAL NOTES 1. BUILDING CODES A. THESE GENERAL NOTES APPLY TO ALL STRUCTURAL DRAWINGS. THIS PROJECT IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2012 EDITION, THE 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" (ASCE 7-10). B. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH APPLICABLE PROVISIONS OF THE CODES SPECIFIED ABOVE. 2. DESIGN LOADS. A. LIVE LOAD REDUCTIONS SHALL BE COMPUTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. ROOF LIVE LOADS ARE NON-REDUCIBLE. B. ROOF SNOW LOAD: GROUND SNOW LOAD (PG) . . . . . . . . . . . . . . . . . . 30 PSF FLAT -ROOF SNOW LOAD(PF). . . . . . . . . . . . . . . . . . . 30 PSF (AND/OR DRIFT PROVISIONS ASCE 7-10, SECTION) SNOW LOAD EXPOSURE FACTOR (CE) . . . . . . . . . . . . 1.0 SNOW LOAD IMPORTANCE FACTOR (Is) . . . . . . . . . . . .1.0 SNOW LOAD THERMAL FACTOR (CT) . . . . . . . . . . . . . 1.0 C. ROOF LIVE LOAD: . . . . . . . . . . . . . . . . . . . . . . . . 20 PSF D. ROOF DEAD LOAD: . . . . . . . . . . . . . . . . . . . . . . . 20 PSF E. WIND LOAD: BASIC WIND SPEED (V3S) . . . . . . . . . . . . . 105 MPH (3 -SEC GUST) WIND EXPOSURE CATERGORY . . . . . . . . . . . C IBC BUILDING CATEGORY . . . . . . . . . . . . . II INTERNAL PRESSURE COEFFICIENT, GCPI . . . . . t0.18 PSF F. SEISMIC LOAD: SEISMIC OCCUPANCY CATEGORY . . . . . . . . . . . . . . . . II SOIL SITE CLASS . . . . . . . . . . . . . . . . . . . . . . . . D (ASSUMED) SPECTRAL RESPONSE COEFFICIENTS: SHORT PERIOD (Ss) . . . . . . . . . . . . . . . . . . 0.189g 1 SECOND PERIOD (Si) . . . . . . . . . . . . . . . . . . 0.060g DESIGN SPECTRAL RESPONSE ACCELERATION: SHORT PERIOD (SDs) . . . . . . . . . . . . . . . . . 0.201 g 1 SECOND PERIOD ($D1) . . . . . . . . . . . . . . . 0.095g SEISMIC IMPORTANCE FACTOR (IE) . . . . . . . . . . . . . . . 1.0 SEISMIC DESIGN CATEGORY . . . . . . . . . . . . . . . . . . . B SEISMIC FORCE RESISTING SYSTEM . . . . . . . . . . . . . . . EXISTING 3. EXISTING CONDITIONS A. ALL EXISTING STRUCTURAL ELEMENTS (SLABS, BEAMS, WALLS, COLUMNS, FOUNDATIONS...) SHALL REMAIN INTACT UNLESS SPECIFICALLY NOTED TO BE REMOVED BY THE MOST RECENT DEMOLITION DOCUMENTS OR OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS. B. INFORMATION PROVIDED ON THESE DRAWINGS RELATED TO EXISTING CONDITIONS IS BASED ON AVAILABLE REFERENCE DOCUMENTS. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO AND AWAIT DIRECTION FROM THE ARCHITECT AND/OR URS CORPORATION IF ANY DISCREPANCY BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS IS DISCOVERED. THESE CONSTRUCTION DOCUMENTS WERE PREPARED WITH INFORMATION ABOUT THE EXISTING BUILDING PROVIDED BY OTHERS. NO STRUCTURAL INVESTIGATION OF THE EXISTING BUILDING WAS UNDERTAKEN. IF THE CONTRACTOR DISCOVERS EXISTING CONDITIONS WHICH VARY FROM THOSE SHOWN ON THESE DOCUMENTS, HE SHALL NOTIFY URS CORPORATION IMMEDIATELY FOR GUIDANCE ON THE NECESSARY CHANGES TO BE MADE. C. THIS PROJECT REQUIRES DRILLING INTO THE EXISTING REINFORCED CONCRETE STRUCTURE. THE CONTRACTOR WILL NOT RECEIVE ADDITIONAL PAYMENT FOR DIFFICULTIES ENCOUNTERED IN DRILLING DUE TO HARDNESS OF MATERIALS, HITTING OF EXISTING REINFORCING, ETC.. ALL COSTS ASSOCIATED WITH RE -DRILLING OF HOLES DUE TO HITTING EXISTING REINFORCING STEEL SHALL BE BORNE BY THE CONTRACTOR. THIS INCLUDES FILLING UNNECESSARY AND UNUSED HOLES WITH EPDXY GROUT. DO NOT CUT REINFORCING STEEL DURING CONCRETE DRILLING OR CORING OPERATIONS. LOCATE REINFORCING WITH A PACHOMETER OR OTHER NON-DESTRUCTIVE TESTING DEVICE PRIOR TO DRILLING AND CORING OPERATIONS. D. EXISTING CONCRETE SURFACE PREPARATION: INTENTIONALLY ROUGHEN EXISTING CONCRETE SURFACES WHERE NEW CONCRETE IS BEING PLACED AGAINST THE EXISTING CONCRETE AND CONNECTED BY DRILLING AND EPDXY GROUTING. THE ENTIRE COMMON SURFACE WHERE THE EXISTING CONCRETE ABUTS THE NEW SHALL BE COATED WITH AN EPDXY BONDING AGENT. FOLLOW ALL ADDITIONAL REQUIREMENTS OF SURFACE REPARATION AS REQUIRED BY THE BONDING AGENT MANUFACTURER. E. THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING STRUCTURES AS REQUIRED. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF EXISTING STRUCTURES DURING CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS WHICH AFFECT THE NEW CONSTRUCTION PRIOR TO FINAL DETAILING AND FABRICATION OF NEW STRUCTURAL ELEMENTS. F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND FINAL CLEARANCE OF ANY REQUIRED NEEDLING, UNDERPINNING, SHORING OR BRACING OF EXISTING STRUCTURES. 4. STRUCTURAL STEEL: A. STRUCTURAL STEEL, INCLUDING CAST IN ANGLES, PLATES OR OTHER SECTIONS SHALL BE DETAILED AND ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATIONS AND CODE OF STANDARD PRACTICE, LATEST EDITION. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF THE AMERICAN WELDING SOCIETY, AWS D1.1, LATEST EDITION. B. STRUCTURAL STEEL: ASTM A992 (Fy=50 KSI) - ROLLED STEEL SHAPES, WIDE FLANGE, UNLESS NOTED ON THE DRAWINGS. ASTM A36 (Fy=36 KSI) - ROLLED STEEL PLATES, ANGLES, BARS, RODS AND CHANNELS AS NOTED ON THE DRAWINGS. ADHESIVE ANCHORS - SIMPSON SET XP ADHESIVE ANCHORING SYSTEM OR APPROVED EQUAL. C. COLUMN BASE PLATES SHALL BE SET ON 1Y2" NON -SHRINK GROUT WITH A MINIMUM OF (4) 3/4" DIAMETER X 16" ANCHOR BOLTS, UNLESS NOTED OTHERWISE. D. SHOP CONNECTIONS SHALL BE WELDED WITH E70XX ELECTRODES AND GROUND SMOOTH WHERE EXPOSED. FIELD CONNECTIONS SHALL BE MADE WITH BOLTS CONFORMING TO ASTM A325N UNLESS OTHERWISE NOTED. FIELD WELDS SHALL BE MADE WITH E70XX ELECTRODES. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS "STRUCTURAL WELDING CODE", LATEST EDITION AND PERFORMED BY CERTIFIED, LICENSED WELDERS. E. WELDING ELECTRODES SHALL BE E70 XX (LOW HYDROGEN) OR BETTER. FOR WELDING SYMBOLS WITH NO LENGTH DIMENSION GIVEN, THE WELDING SHALL BE CONTINUOUS BETWEEN ABRUPT CHANGES IN DIRECTION. WELDS NOT OTHERWISE NOTED SHALL BE 1/4" IN SIZE. F. ALL BEAM CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL BE STANDARD FRAMED BEAM CONNECTIONS AS SHOWN IN TABLE II AND III OF THE AISC "MANUAL OF STEEL CONSTRUCTION", LATEST EDITION, DESIGNED TO CARRY THE FULL CAPACITY OF THE UNIFORMLY LOADED MEMBER, UNLESS NOTED OTHERWISE. G. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED BY THE COUNCIL ON RIVETED AND BOLTED JOINTS. USE BEARING -TYPE BOLTS WITH THREADS ALLOWED IN THE SHEAR PLANE. ANCHOR BOLTS SHALL CONFORM TO ASTM F-1554 AS SPECIFIED ON THE DRAWINGS. ALL BOLTS SHALL BE TIGHTENED TO A "SNUG -TIGHT" CONDITION, UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS FOR BOLTED MOMENT CONNECTIONS, BRACING DETAILS AND COLUMN SPLICES SHALL BE CONSIDERED "SLIP -CRITICAL", WITH THE BOLTS FULLY PRE -TENSIONED. H. ALL EXPOSED STEEL TO BE GALVANIZED. I. FIELD QUALITY CONTROL: INSPECT IN ACCORDANCE WITH AISC SPECIFICATIONS. MATERIALS ENGINEER SHALL BE AWS CERTIFIED AND SHALL VISUALLY INSPECT ALL FIELD WELDED CONNECTIONS (100%) AND VISUALLY INSPECT ALL BOLTED CONNECTIONS (100%) TO ASCERTAIN THAT ALL WELDS, BOLTS, NUTS AND REQUIRED WASHERS HAVE BEEN INSTALLED AND ARE OF PROPER TYPE AND THAT ALL FACING SURFACES HAVE BEEN BROUGHT INTO SNUG CONTACT. MATERIALS ENGINEER SHALL INSPECT 10% OF THE BOLTS (MINIMUM OF 2) IN EACH HIGH STRENGTH BOLTED AND SLIP CRITICAL (SC) CONNECTIONS. PROVIDE 10% MAGNETIC PARTICLE TESTING OF ALL PENETRATION WELDS AND MOMENT FRAME CONNECTIONS. URS PROJECT No. 60483275 5. COLD -FORMED LIGHT GAGE STEEL: A. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE "LIGHT GAGE COLD FORMED STEEL DESIGN MANUAL" LATEST EDITION AND THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, LATEST EDITION. B. LIGHT GAGE FRAMING SHALL BE 60OS162-54 STUDS AND JOISTS, UNLESS NOTED OTHERWISE, FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A611, GRADE -C MINIMUM YIELD OF 33,000 PSI. PROVIDE LATERAL STUD BRACING PER MANUFACTURER'S RECOMMENDATIONS. C. STRUCTURAL STUDS JOIST, BRIDGING AND ACCESSORIES SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI FOR 16 GAGE AND THICKER MATERIALS AND 33,000 PSI FOR MATERIALS THINNER THAN 16 GAGE. D. PROVIDE CONNECTIONS, BRACES AND BRIDGING TO DEVELOP THE FULL CAPACITY OF THE MEMBERS. PROVIDE CLIPS, CONNECTIONS, STRAPPING FOR TEMPORARY LATERAL BRACING AND ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION. E. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS "STRUCTURAL WELDING CODE", LATEST EDITION AND PERFORMED BY CERTIFIED, LICENSED WELDER. F. DETAILING AND FABRICATION OF ALL COLD -FORMED STRUCTURAL MEMBERS SHALL CONFORM TO THE AISI SPECIFICATIONS FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS, LATEST EDITION. G. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. WALL STUD BRIDGING SHALL BE INSTALLED IN A MANNER AS TO PREVENT ROTATION AND ALSO IN A MANNER TO PROVIDE RESISTANCE TO BOTH MINOR AXIS BENDING AND ROTATION. BRIDGING ROWS SHALL BE EQUALLY SPACED AT 4'-0" ON CENTER MAXIMUM, UNLESS APPROVED OTHERWISE. H. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL LIGHT GAGE FRAMING LOCATIONS AND REQUIREMENTS. COORDINATE LOCATIONS AND DESIGN FOR ALL WALL HUNG EQUIPMENT. I. PROVIDE CONNECTIONS, BRACES, BRIDGING AND RUNNER TRACKS (MINIMUM 14 GAGE, BUT NOT LESS THAN GAGE OF SUPPORTED STUD) TO DEVELOP THE FULL CAPACITY OF THE OF THE MEMBERS. PROVIDE CLIPS, CONNECTIONS, STRAPPING FOR TEMPORARY LATERAL BRACING AND ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION. J. PROVIDE AND COORDINATE VERTICAL SLIP CONNECTIONS TO STRUCTURAL STEEL MEMBERS WHERE REQUIRED. K. WINDOW AND DOOR HEADS SHALL BE FRAMED WITH JOIST SECTIONS SUFFICIENT TO CARRY THE WEIGHT OF THE WALL ABOVE AND TRANSFER WINDOW AND WALL LATERAL FORCES TO THE JAMBS. JAMB SECTIONS SHALL CONSIST OF HEAVIER GAGE STUDS. MULTIPLE STUDS OR BOTH AS REQUIRED TO PROVIDE LATERAL SUPPORT FOR WINDOW AND DOOR OPENINGS. MINIMUM DESIGN REQUIREMENTS AND SECTION PROPERTIES (MAXIMUM SPACING = 16" ON CENTER) 6" EXTERIOR WALLS GAGE = 16 DEPTH = 6 1 x -x = 2.316 S x -x = 0.767 LIGHT GAGE DESIGNATIONS 4" EXTERIOR WALLS GAGE = 16 DEPTH = 4 1 x -x = 1.098 S x -x = 0.533 60OS162-43 WIND LOADING DESIGN FOR 115 MPH WIND ACCORDING TO IBC AND ASCE 7 MINIMUM WIND = 26 PSF AT TYPICAL AREA MINIMUM WIND = 64 PSF AT BUILDING CORNERS ALLOWABLE DEFLECTION = 180 SPAN/600 STUD WIDTH IN THICKNESS OF 100th's OF AN INCH MATERIAL IN MILLS (ie: 600 = 6") (ie: 43 MILS = 18ga) SECTION TYPE FLANGE WIDTH IN (S = STUD/T = TRACK) 100th's OF AN INCH (ie: 162 = 1i") 6. FIELD OBSERVATIONS: A. SPECIAL INSPECTIONS REQUIRED SHALL BE AS PER 2012 IBC, SECTION 1704 AND AS BELOW (U.N.0) STEEL: BOLTS AND WELD COLD FORM METAL ERECTION AND CONNECTIONS (INCLUDING WELD) DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR: (BY OWNER) (APPROVED BY BUILDING DEPT) 1. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK REQUIRING SPECIAL INSPECTION FOR CONFORMANCE WITH THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. 2. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THE IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. 3. UPON COMPLETION OF THE ASSIGNED WORK, THE SPECIAL INSPECTOR SHALL COMPLETE AND SIGN A FINAL REPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR 1. FOR INSPECTION OF WELDING, NOTIFY THE SPECIAL INSPECTOR FROM THE RESPONSIBLE MATERIALS TESTING LAB THAT WORK IS READY FOR INSPECTION AT LEAST ONE WORKING DAY (24 HOURS MINIMUM) BEFORE SUCH INSPECTION IS REQUIRED. 2. ALL WORK REQUIRING SPECIAL STRUCTURAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT IS OBSERVED BY THE SPECIAL STRUCTURAL INSPECTOR. LEGEND AND ABBRIEVATIONS LL=/\I�) I � I14\-..) �\\-/tJ1 _. A Vmlll►r[' - w 0 o_ J J 3 0' 0 w x x w 0 D V) 0 N 00 ro 0 DETAIL # OR LETTER m E o m SHEET DETAIL IS ON DET DETAIL Lo Oo w DWGS DRAWINGS N M � EA EACH o EXIST FOUNDATION AND FOOTING EMBED EMBEDMENT O O U) - EOR ENGINEER OF RECORD o EXIST WALL EXIST EXISTING rn o a EXP EXPANSION 0 co NEW FOUNDATION AND FOOTING FDN FOUNDATION F. F. FINISH FLOOR FRMG FRAMING NEW 2x STUD WALL FTG FOOTING O Z EXIST STEEL BEAM GB GRADE BEAM a�ED E00 0 GYP GYPSUM BOARD a STEEL BEAM OR CHANNEL HDR HEADER NEW 2x WOOD HEADER HGT HEIGHT rn t HSS HOLLOW STRUCTURAL SECTION L-1 EXIST HSS COLUMN INT INTERIOR JST JOIST OR JOISTS O NEW HSS COLUMN JT JOINT WOOD POST LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL f PLUS OR MINUS LOC LOCATION CENTER LINE MAT MATERIAL 4 DIAMETER MAX MAXIMUM R PLATE MIN MINIMUM AB ANCHOR BOLT MPH MILES PER HOUR ADJ ADJACENT MTL METAL A/E ARCHITECT OR ENGINEER ON CENTER ARCH ARCHITECTURAL OC PSI POUND PER SQUARE INCH BLKG BLOCKING PT PRESSURE TREADED BLW BELOW REINFORCING OR REINFORCEMET REINF BM BEAM BOT BOTTOM REQD REQUIRED BRG BEARING REV REVERSE BTWN BETWEEN SIM SIMILAR CANT CANTILEVER SQR SQUARE CLR CLEAR OR CLEARANCE STL STEEL CONT CONTINUOUS STRUCT STRUCTURAL OR STRUCTURE COL COLUMN T. 0. TOP OF CONSTR CONSTRUCTION TYP TYPICAL CONTR CONTRACTOR VIF VERIFY IN FIELD CONN CONNECTION W/ WITH LL=/\I�) I � I14\-..) �\\-/tJ1 _. A Vmlll►r[' - w 0 o_ J J 3 0' 0 w x x w 0 D V) 0 N 00 ro 0 J > N N O O C N Q o a m a o 0 V) ° D 220 N O UaL+ J N 4JD3 y ° aajD�0 J2 0 N� U 2 p a; w 0 p 3 O.- m 0 der am a U C o° N o p O'_ U C O O U N L L O° N O C O d O c C tl Op) E Uc O C U 0 % w O O° O U C N L O C U O J C N O O N U Q C U V7 O'm p c ton 2 O U r i d C m o O, V C 0 U N OL 2m TE C c-:5 J N J O m ° O p N Lo O 2 �u !EO m 0'3 .+ c d.;,� 0 w p o'3 p o O p 0 a 0, m m `23 0 coL Qr o_ N m E o m C c c p Lo Oo w 0 3 a N M � wN c o Co � D_ E O O U) - 00 U co o o CL aa�i � M rn o a L O 0 co x °$ 0 Uc°�`'0` _0oL0 m v O Z 00 a�ED E00 0 00 a U N o_ m N U rn t J > N N O O C N Q o a m a o 0 V) ° D 220 N O UaL+ J N 4JD3 y ° aajD�0 J2 0 N� U 2 p a; w 0 p 3 O.- m 0 der am a U C o° N o p O'_ U C O O U N L L O° N O C O d O c C tl Op) E Uc O C U 0 % w O O° O U C N L O C U O J C N O O N U Q C U V7 O'm p c ton 2 O U r i d C m o O, V C 0 U N OL 2m TE C c-:5 J N J O m ° O p N Lo O 2 �u !EO m 0'3 .+ c d.;,� 0 w p o'3 p o O p 0 a 0, m m `23 0 coL Qr o_ NOTES: 1- VERIFY ALL SECTION CUTS WITH ARCHITECTURAL DRAWINGS. 2- EXISTING FRAMING SHOWN IS ASSUMED ESTIMATE, CONTRACTOR SHALL VERIFY EXISTING FRAMING IN THE FIELD PRIOR TO STARTING WORK. 3- FOR NEW CANOPY/METAL LOUVER SUNSCREEN PANEL SYSTEM F_ AROUND THE PLAY PLACE, THE CONTRACTOR IS TO COORDINATE SPACING OF SUPPORT WITH EXISTING COLUMN SPACING SUCH d C THAT THE NEW CANOPY/LOUVER CAN BE ATTACHED DIRECTLY TO EXISTING FRAMING. w x w o 0 m E o m m w N O m 3Nn w 0 3 N ¢�04 U� wN w00 o O N D_ a N O O Z o o D 0 O N CL NOTES: 1- VERIFY ALL SECTION CUTS WITH ARCHITECTURAL DRAWINGS. 2- EXISTING FRAMING SHOWN IS ASSUMED ESTIMATE, CONTRACTOR SHALL VERIFY EXISTING FRAMING IN THE FIELD PRIOR TO STARTING WORK. 3- FOR NEW CANOPY/METAL LOUVER SUNSCREEN PANEL SYSTEM F_ AROUND THE PLAY PLACE, THE CONTRACTOR IS TO COORDINATE SPACING OF SUPPORT WITH EXISTING COLUMN SPACING SUCH d C THAT THE NEW CANOPY/LOUVER CAN BE ATTACHED DIRECTLY TO EXISTING FRAMING. w x 005-0319.00.0 S1.0 z 0 o_ U Li Li 0 wlOf 0 U w U 0 tr 3 z O_ O_ w I— X w Qo Ld Dr O O Z o F_ CL of V N � o 005-0319.00.0 S1.0 z 0 o_ U Li Li 0 wlOf 0 U w U 0 tr 3 z NEW 4X4 12 GA. CLIP ANGLE W/ )/2"0 SIMPSON "TITEN HD" ANCHORS W/ 4Y2" MIN EMBED. EXIST. 16 GA. TRACK V.I.F. IJIIIVb VVIV VIIIVIVJ IIV THE FIELD PRIOR TO STARTING WORK. S2.0 1/4"=1 2. CONTRACTOR IS RESPONSIBLE FOR SHORING AND STABILITY OF EXISTING BUILDING DURING CONSTRUCTION. 3. SEE SHEET S1.0 FOR GENERAL STRUCTURAL NOTES. NEW COL SEE PLAN AND DTL 4/S2.0 1/8 EXIST FD WALL VIF NEW 4X4 12 GA. CLIP ANGLE W/ Y2»O SIMPSON "TITEN HD" ANCHORS W/ 4y2" MIN EMBED. 2 S2.0 URS PROJECT No. 60483275 I I�vv1 I r\ISI I I%r\IvIIIvv I Vr\Iv GLGVHIIVIVJ YYII fI HRVfIIIGVIVRHL VRHVVIIVbJ HIVV GA SECTION A -A -7 C STUD POST TO CLIP ANGLE NEW COL SEE PLAN. COORDINATE LOCATION W/ ARCH DWGS. SEE DTL 4/S2.0 FOR MORE INFO. 1 • II 1 III. 1 COL q 0 TYPICAL COLUMN BASE PLATE DETAIL 3/4"=1'-0 (8) 0.145"0 PAF EACH SIDE OF STEEL HEADER TO TRACK NEW STEEL HEADER SEE PLAN #10 SCREWS ® 12" FOR TRACK TO STUD ATTACHMENT. NEW BASE PL 10X3/4."X6 — W/ (4) WO THREADED ANCHOR RODS W/8" EMBED SET W/ EPDXY (2) 4"-16GA. CSJ FULL HEIGHT STUDS �� ATTACH TO EXI FRAMING AT THE TOP 1 / (2) 4"-16GA. CSJ STUDS W/ 4"-16GA. TSE TRACK (3" LEGS). TRACK IS FULL HEIGHT FROM FDN. TO T/ARCADE. STUDS ARE FULL HEIGHT T&B OF HEADER. 8"x 1 •"®12 I COL NEW C STUD POST SEE PLAN SEXIST FDN z COL ® ® a EXIST a ° STEEL COL. SEE PLAN C STUD POST VIF 1 /8 TO BASE t C STUD POST BASE PLATE DETAIL STEEL HEADER TO C STUDS POST DETAIL 3/4"=1 '-0 q 7 J wlcr r crIJDS V.LF. VERT. TYP. 60OS200-97. CSJ HEIGHT STUDS CH TO EXIST STUDS SIDE. PLAN @ EXIST. C STUDS POST NTS -4X4 TO COL X V \ TYP. �L4X4 TO HSS y' 4 V TYP. HSS HSS BEAM SEE PLAN N / HSS BEAM TO COL Y4 v � TYP L 4X4XV16 X 0'-6" LONG T & B TYP NEW X 0'- T & E STEEL COL. SEE PLAN SECTION A -A 5 \ NEW HSS BEAM TO EXIST COL DETAIL S2.0 3/4"=1'-0" _4 TO 'OL TYP. HSS BEAM TO COLUMN FULL DEPTH TYP z O f- F- a Q o U d Ld D W J p J 3 0 O ckfW X W 0 D H (n J H W O W r Q p U J N -6 m E �' O 7'o U NN U1 0 �-o o 1 W 0_ � LiO M w O N U 0 W H 4.W 0 co 3 Eo o w v m a y n U Q � G U C U o co y E r o o p o O c'3 +� 0 aci � N � O 3 — O C O W C c -O O ON E c O N N a M �E c U s d N J~ C w O o N CO Ow wQ c + 4.0 U o n o o cN y N 00 M O U N O u O�U M rn 0 CL L cN + co x Q 0 c 0 0 o 0300 0 O w ® T N.+c N� U y d0 ] U Q d N O N� N d' o rn 12 :3 m v O Z 00 a� ED E 00 M a U N � a m =Urn t U J N -6 m E �' O 7'o U NN Q 0 �-o o V) O 0 m o c 0 `o_ �3 .0 � LiO M w O N U 0 o 4.W 0 co 3 Eo o w v m a y n U — 09 w � � G U C U o co y E r o o N o O c'3 +� 0 aci � N U C O oar 3 — L L O 0 N oc N N w D o C c -O O ON E c U o c U'0 O ry 0 p X y N 0 C N r N c U s d N J~ C w O o N Ow wQ c + 4.0 U o n o o cN y c m o N D o V C O U N O u T '+ c 7 N 7 O D o O o dU 0; 3' d3 .� W c 0 0 o 0300 0 O w ® T N.+c N� U y d0 ] U Q d N O N� N d' F 23 Oce Nw a J Q w Cr o O o z cs LIJ Q m � z x g LIJ a N O (D o E S LIJ w o O O M O o O rn a CC CL 0 0 v — � Or_ 005-0319.00.0 S2.0 w � O m E ow (O O U m ON LiO M w O N U 0 o 4.W N- N w w 0 N � G Q\ o L N 3 J Q w Cr o O o z cs LIJ Q m � z x g LIJ a N O (D o E S LIJ w o O O M O o O rn a CC CL 0 0 v — � Or_ 005-0319.00.0 S2.0 NEW GALV. L4X4XY4" - CONT AT EACH CANOPY CONNECTION EXISTING ROOF JOIST TO REMAIN, TYP. NEW CONT 10005200-6 (UNPUNCHED) NOTCHED TO FIT ON EXIST STUDS W/(3)#10 TEK SCREWS TO EA STUD @ CANOPY CONN LOCATIONS T.O. PARAPET SEE ARCH DWG'S NEW PARAPET CAP AND FINISH SEE ARCH DWG REMOVE & REPLACE EXIST SHEATHING AS REQ'D NO CANOPY ® SIM '- NEW PRE -FABRICATED CANOPY WD BLKG. AS REQ'D & CONNECTION BY OTHERS FOR CANOPY CONN. ENGINEERING DESIGN OF CANOPY IS NOT PART OF THESE DESIGN DWGS AND SHALL BE PROVIDED BY OTHERS NEW 60OT200-54 CONT TOP TRACK W/#10 TEK SCREWS NEW 60OS162-54 LG TO EA STUD STUDS @ EA EXIST STUD LOC. OC MAX) ATTACHH TO EXIST STUD NEW Y2" (MIN) SHEATHING W/ #10 T W/ MIN (12)#10 TEK TEK SCREWS ® 6" OC AT PANEL SCREWS EQ SPACED AT EDGES AND ® 12" OC AT EA STUD. INTERMEDIATE SUPPORTS REMOVE EXIST T.O. PARAPET TOP TRACK SEE ARCH DWG'S OVERLAP EXIST STUD Q BY LENGTH OF x NEW EXTENSION �� T.O. EXIST PARAPET (2'-0" MIN) SEE ARCH DWG'S EXISTING ROOF JOIST TO REMAIN, TYP. PARAPET FRAMING DETAIL 2 S3.0 3/4"=1'-0" 3.0 URS PROJECT No. 60483275 REMOVE & REPLACE EXIST SHEATHING AS REQ'D NEW SOLID BLKG BTWN EA EXIST STUD PARAPET FRAMING DETAIL 3/4"=1'-0" TRIM AND CONNECTION TO EXIST WALL BY OTHERS NEW 40OS162-54 STUDS ® EA EXIST STUD LOC. (24" OC MAX) ATTACH TO EXIST STUD W/ MIN (12)#10 TEK SCREWS EQ SPACED AT EA STUD. REMOVE EXIST TOP TRACK OVERLAP EXIST STUD BY LENGTH OF NEW EXTENSION (2'-0" MIN) EXIST TUBE AND ROOF STRUCTURE TO REMAIN NEW SOLID BLKG BTWN EA EXIST STUD 3 S3.0 NEW 40OT200-54 CONT TOP TRACK W/#10 TEK SCREWS TO EA STUD NEW 1'2" (MIN) SHEATHING W/ #10 TEK SCREWS ® 6" OC AT PANEL EDGES AND ® 12" OC AT INTERMEDIATE SUPPORTS / T.O. PARAPET SEE ARCH DWG'S O X T.O. EXIST PARAPET SEE ARCH DWG'S NEW CONT 10005200-68 (UNPUNCHED) NOTCHED TO FIT ON EXIST STUDS W/(3)#10 TEK SCREWS TO EA STUD @ CANOPY CONN LOCATIONS METAL LOUVER CONN. & SUPPORT BY OTHERS ELEV. SEE ARCH DWG'S PARAPET FRAMING DETAIL 3/4"=l' -O" w a 0 a J J 3 K 0 w H x w 0 D V) 0 N 00 ro U J O N O� Q O S d O O O O D N O � � 220 N O UaL+ J N 4 Q3 J J 0 0�3� 2 o a a4 N a U C N i U y N D N C O U C 3 C L C O O y D 0 0 0 C O N L L O� ry O C 3' N ate+ U N d O CC tl O O.N E V C O c U'0 O1 O U O N U C N L N C U O J c N p 0 U Q c U O U N O 421 0O V C O U O E D dy TE c o N J 0 O � D O d U 2 �" O m n� 0 '3 .+ d •� .� v w O p3 O O O O O d U O' N N H a3'oo �o o_ z O o_ o' U Ld w 0 w Q 0 w Of w H Q D N m E o O U CN c c O Lo W Lj z a N M � U c N r � Co W 0 E O U1 - 00 U co O p Q aa�i � M rn o a L N 0 co x 0 U C3) 0 F_ 0 o rn :3 m W orf F c F c op — N v O Z a)m E00 0 00 a U N o_ m N U rn t J O N O� Q O S d O O O O D N O � � 220 N O UaL+ J N 4 Q3 J J 0 0�3� 2 o a a4 N a U C N i U y N D N C O U C 3 C L C O O y D 0 0 0 C O N L L O� ry O C 3' N ate+ U N d O CC tl O O.N E V C O c U'0 O1 O U O N U C N L N C U O J c N p 0 U Q c U O U N O 421 0O V C O U O E D dy TE c o N J 0 O � D O d U 2 �" O m n� 0 '3 .+ d •� .� v w O p3 O O O O O d U O' N N H a3'oo �o o_ z O o_ o' U Ld w 0 w Q 0 w Of w H Q D 005-0319.00.0 Ow S3.0 w O m E DW O O U m J Lj z w� 'W FC) SON U of Lv N r W_> W 0 m O 04 W � rn O 3 O 2 7 L 3 Ld O O N U cwi� F N _ 005-0319.00.0 Ow S3.0 U) J O Q of Lv LJ m X W Qo Z Q U) rn O 3 Z O o a 3 Ld O O 0 U cwi� F N No rn F_ 2 W orf F c F c U W O — N O O 005-0319.00.0 Ow S3.0 EXIST. FDN WALL TO REMAIN, VIF _L\ PARAPET FRAMING DETAIL S3.1 3/4"=l' -O" JRS PROJECT No. 60483275 STAGGERED 1/4 3-12 NEW MC8X20 WELDED— TO EXIST BEAM SEE PLAN FOR LOCATION NEW 6005162-54 CSJ @ 16" O.C. W/ (6)#10 TEK SCREWS TO EXIST. STUDS T.O. PARAPET — — — SEE ARCH DWG'S SIMPSON S/H2.5 NEW 60OS162-54 STUDS @ + CONN. AT EA END 16" O.C. W/ CONT. 16 GA. OF JOISTS TYP. TRACK TOP & BOT. SEE ARCH FOR FINISH NEW CONT 10005200-68 NOTCHED TO FIT ON STUDS W/ (3)#10 TEK SCREWS TO EA STUD @ EXIST. BEAM TOP & BOT OF SUN SHADE TO REMAIN V.I.F. TYP. CONT. BLKG AS REQ'D L NEW PRE -FABRICATED CANOPY & CONNECTION BY OTHERS ENGINEERING DESIGN OF CANOPY (2) 8005250-68 BOX IS NOT PART OF THESE DESIGN HEADER W/ T&B DWGS AND SHALL BE PROVIDED TRACKS. ATTACHED TO BY OTHERS NEW 12 GA. STUDS W/4-#12 SCREWS MIN. PROVIDE SLEEVE FOR FASTENERS AT ALL CONN. FOR LOUVER, TRELLIS 3 PARAPET FRAMING DETAIL & CANOPY SYSTEM (TYP.) S3.1 3/4"=1'-0" w a 0 a J J 3 0 0 w H x w 0 D N J 0 N U z 0 w o' U Ld w D wlOf wlo N m E O NEW 40OS162-33 LT. GA c Lo c p Oo C N M O z a � 'w FC) CO E z; JST. @ 24" OC W/ CONT (n 00 co 0 i U) N 0-5 r U w Qom+ -TMS Q L 0) x o Y2" (MIN.) SHEATHING W/ #10 �� 0C3) 0~6$ TRACK AT EA END o� O04 y2" (MIN.) SHEATHING W/ #10 L m TEKS @6"O.C. To CONT TRACK Q v oz T.O. PARAPET 0) ED E 00 PORTION OF EXIST TEKS 06"O.C. TO CONT TRACK a U Lo M Q AND @ 12"O.C. TO JST NEW 40OS162-33 LT. GA o< SEE ARCH DWG'S O N O� MANSARD TO BE REMOVED AND @ 12"O.C. TO JST U) O d O O O > 0 N O O N O UaL+ STUD. @ 24" OC W/ — � 220 J2 N 4 Q 3 J No O 2ON .20 J O p 3 O CONT TRACK AT EA END m a N a rn � der mE, C w Orf cc PORTION OF EXIST — O 0 O m C� 3 O U U C L c O O O y D 0 0 C O N O0 L L0.0- U O C 005-0319.00.0 MANSARD TO BE REMOVED O Om E V C '� O c UO O NEW 600S162-54 CSJ @ 16" m� � c U t m ` m O J Cm p 0 NEW 6 -54 CSJ @ 16" III wIn O•m Ocw� O.C. W/ (6)#10 TEK SCREWS 421 w O V C O U N � OL d4Uj TE O.C. W// (6)# (6)#10 TEK SCREWS C 0 m 3 0 O d U 0 O O•� w TO EXIST. STUDS T.O. PARAPET O a+ N AT EA END O N 0 7 m 0.0 U m L NEW m o m --- a SEE ARCH DWG'S i ST DS @/24"FOCRING - — — — ----------- ++ I I + ++ ------ +I --- CONT. 16 GA. TRACK > —NEW 60OS162-54 STUDS @ SIMPSON S/H2.5 TOP & BOT. — /&CBOT. 16 GA. CONNONT.. AT EA END TEK SCEWS ++ — — — — — — — TRACOK TOP OF JOISTS TYP. AT 8' 01C. NEW 18 GA ANGLE CLIP III ATTACHED W/ (4)#10 TEK ++ NEW 12 GA POST SCREWS @ EACH STUD SEE DETAIL4/S2.0 ++ I I +EXIT. JOISS STIFF �' TO TOSREMAINTV.I.F. EXIST BEAM 00-68 NOTCHED NT 2W/ OON > BOTH SIDES X TOWFIT STUDS (3)#10 TYP' TEK SCREWS TO EA STUD @ SEE ARCH FOR FINISH EXIST. BEAM TOP & BOT OF SUN SHADE (FF TO REMAIN V.I.F. TYP. WELDEDWTO/EXIST BEAM TOISREMAIN V.I.F.I. @ EA BRACE LOCATION WELD BRACE > BOTH SIDE TYP. PL ya CONT. BLKG AS REQ'D 308 DES TYP. FOR CANOPY CONNECTION + + + WELD PL TYP + + + 1/4 TO WT & TS CONT. BLKG AS REQ'D > L4 NEW HSS BEAM (SEE PLAN) NEW 60OS162-54 CSJ N EXIST STEEL SEE PLAN W/ CONT. 1/4" PLATE BTM. W/ 4-#10 SCREWS TO TUBE TO � NEW 12 GA. POST TYP. REMAIN V.I.F y4 GUSSET R SEE PLAN FOR LOCATIONS 1/4 STIFF. h NEW MC8X20 WELDED STAGGERED TO EXIST BEAM ATTACH BRACE > 1/4 3-12 SEE 3/S3.1 W/ 4-#10 SCREWS B.O. TRELLIS TO FL SEE ARCH DWG'S NEW CONT BRICATED CANOPY WT6X15 WELDED 1/4 1/4 ION BY OTHERS 7r� TO EXIST TUBE DESIGN OF CANOPY SEE PLAN > NEW PRE -FABRICATED CANOPY& T OF THESE DESIGN CONNECTION BY OTHERS SHALL BE PROVIDED EXIST WALL ENGINEERING DESIGN OF CANOPY TO REMAIN 1/4 3@12 IS NOT PART OF THESE DESIGN V.I.F DWGS AND SHALL BE PROVIDED BY OTHERS> SLEEVE FOR 2 PARAPET FRAMING DETAIL FASTENERS AT ALL CONN. Sq 3�4"= 1 —0" & CANOPY SYSTEM (TYP.) NEW 6005162-54 STUDS @ 16" O.C. W/ CONT. 16 GA. TRACK TOP SEE ARCH FOR FINISH > EXIST BASE TRACK AND ----,,",,.y2" (MIN.) SHEATHING W/ #10 ANCHORS TO REMAIN (VIF)PORTION OF EXIST PARAPET TO BE REMOVED TEKS @6"O.C. TO CONT TRACK AND @ 12"O.C. TO JST EXIST. FDN WALL TO REMAIN, VIF _L\ PARAPET FRAMING DETAIL S3.1 3/4"=l' -O" JRS PROJECT No. 60483275 STAGGERED 1/4 3-12 NEW MC8X20 WELDED— TO EXIST BEAM SEE PLAN FOR LOCATION NEW 6005162-54 CSJ @ 16" O.C. W/ (6)#10 TEK SCREWS TO EXIST. STUDS T.O. PARAPET — — — SEE ARCH DWG'S SIMPSON S/H2.5 NEW 60OS162-54 STUDS @ + CONN. AT EA END 16" O.C. W/ CONT. 16 GA. OF JOISTS TYP. TRACK TOP & BOT. SEE ARCH FOR FINISH NEW CONT 10005200-68 NOTCHED TO FIT ON STUDS W/ (3)#10 TEK SCREWS TO EA STUD @ EXIST. BEAM TOP & BOT OF SUN SHADE TO REMAIN V.I.F. TYP. CONT. BLKG AS REQ'D L NEW PRE -FABRICATED CANOPY & CONNECTION BY OTHERS ENGINEERING DESIGN OF CANOPY (2) 8005250-68 BOX IS NOT PART OF THESE DESIGN HEADER W/ T&B DWGS AND SHALL BE PROVIDED TRACKS. ATTACHED TO BY OTHERS NEW 12 GA. STUDS W/4-#12 SCREWS MIN. PROVIDE SLEEVE FOR FASTENERS AT ALL CONN. FOR LOUVER, TRELLIS 3 PARAPET FRAMING DETAIL & CANOPY SYSTEM (TYP.) S3.1 3/4"=1'-0" w a 0 a J J 3 0 0 w H x w 0 D N J 0 N U z 0 w o' U Ld w D wlOf wlo N m E O O U c Lo c p Oo C N M O z a � 'w FC) CO E z; U O (n 00 co 0 i U) N 0-5 r U w Qom+ -TMS Q L 0) x o co 0 �� 0C3) 0~6$ m o� O04 2 7 L m cu 00 Q v oz _ 0) ED E 00 0 00 a U Lo M Q `mNUrnt a o< J O N O� j 0 m C N U) O d O O O Ld 0 N O O N O UaL+ D � � 220 J2 N 4 Q 3 J No O 2ON .20 J O p 3 O O m a N a rn � der mE, C w Orf cc C d O N O 0 O m C� 3 O U U C L c O O O y D 0 0 C O N O0 L L0.0- U O C 005-0319.00.0 a+ N N C C aU+ O Om E V C '� O c UO O m U C N L N m� � c U t m ` m O J Cm p 0 U Q C w U� wIn O•m Ocw� N O O U d C 421 w O V C O U N � OL d4Uj TE C 0 m 3 0 O d U 0 O O•� w .� v O p3 O O O O O O a+ N 0' O N 0 7 m 0.0 U m L a m o m a w O m E Ow - O U m J Lj z w� 'w FC) APV 0 U O OL N w w o �� oN m X O04 2 7 L Lv N Q _ U) � J O Q OL w Lv m X Z Lv Q O Qo U) rn z O o< a Ld U F No O C/) N O 0 rn F_ a w Orf cc U w - w0 Lo F G O N O 005-0319.00.0 S3.1 DRAWING DRAWING NOTES KEYED NOTES ALL DUCTWORK SHALL BE RUN BETWEEN OR THROUGH THE JOISTS UNLESS FOR DIFFUSERS INSTALLED IN DRYWALL CEILINGS, VOLUME DAMPER IS INTEGRAL TO NOTED OTHERWISE. DUCTWORK DESIGNATED WITH (B.J.) SHALL BE RUN BELOW M1 DIFFUSER AND ADJUSTABLE AT FACE OF DIFFUSER (SEE NOTE 18 UNDER THE JOISTS. VENTILATION SYSTEMS" ON DRAWING M4.0 AND AIR DEVICE SCHEDULE ON DRAWING M4.1) TYPICAL. 2. DUCT SIZES SHOWN ARE INTERNAL FREE AREA DIMENSIONS UNLESS NOTED OTHERWISE. 3. ALL SHEET METAL DUCTWORK SHALL BE EXTERNALLY INSULATED. INSULATION NOT SHOWN FOR CLARITY. SEE MECHANICAL NOTES FOR INSULATION REQUIREMENTS. 4. DIFFUSERS IN DINING ROOM ARE SPECIFIC TO THE DECOR PLAN SHOWN. DIFFERENT CEILING LAYOUTS MAY REQUIRE A DIFFERENT DIFFUSER TYPES QUANTITIES, LOCATIONS AND FINISHES/COLORS. M2 SUPPLY DUCT BACK TO RTU IS M3 EXISTING SUPPLY AIR DEVICE TO REMAIN. DETACH, CAREFULLY CLEAN AND REATTACH AS REQUIRED 5. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS. IF THERE IS A FIELD CONDITION THAT WILL RESULT IN DEVIATION FROM INITIAL SCOPE OF WORK, THE ARCHITECT/ENGINEER AND ACM SHALL IMMEDIATELY BE NOTIFIED IN ORDER TO RESOLVE ANY ISSUES IN AN EXPEDIENT MANNER. 6. EXISTING AIR DEVICE LOCATIONS AND TOILET EXHAUST FAN LOCATION BASED ON EXISTING CONDITION HVAC DRAWINGS BY AIR DISTRIBUTION ASSOCIATES,INC, 955 NORTH LIVELY BLVD, WOOD DALE, ILLINOIS 60191, DATED 3/03/95 URS PROJECT No. 60483275 M4 CONNECT NEW DUCTWORK TO NEW 12X12 DUCT UP TO EXISTING TOILET EXHAUST FAN ON ROOF M5 CONNECT NEW SUPPLY DUCTWORK TO EXISTING DUCT TEE VERIFY IN FIELD AND DOCUMENT EXISTING CONDITIONS SUCH AS EXISTING DUCT ROUTING AND AIR QUANTITIES AT EACH AIR DEVICE GOING THROUGH SYSTEM IN DINING AREA (TYP.). CONNECT AND EXTEND EXISTING DUCTWORK TO NEW AIR M6 DEVICES (TAG:S-2 SEE AIR DEVICE SCHEDULE ON SHEET M4.1) WITHIN NEW DECOR LAYOUT. NEW AIR DEVICES TO BE LOCATED AS CLOSE AS POSSIBLE TO LOCATION OF EXISTING AIR DEVICES. LOCATIONS AND QUANTITIES OF AIR DEVICES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED. M7 CONNECT NEW SUPPLY DUCTWORK TO EXISTING 22"4 DUCT MAIN M8 CONNECT NEW 16"0 RETURN AIR DUCTWORK TO EXISTING AND EXTEND TO NEW PLAYPLACE BACK WALL M8 CONNECT NEW 16"0 RETURN AIR DUCTWORK TO EXISTING AND EXTEND TO NEW PLAYPLACE BACK WALL AND CONNECT TO NEW 22X20 RETURN AIR DEVICE EXISTING SUPPLY AIR TAPS TO BE REMOVED AND SEALED AIR TIGHT. CONNECT NEW M9 DUCTWORK FOR NEW 30X8 SUPPLY AIR DEVICES (TYPICAL). Z 0 o_ Fy U N W 0 W H Q 0 1 W ry W H Q 0 U � N J >N d O� L' 7 'o p N C N Q p 0 0 �_ O V) 0_dp N O U J 0 N N N D J N U 2 0 p O p 3 Dip O N p w 2 N n LO Ea N d N N p N o p p 3 p N U C p C L C 0 � 0 — U N L L O O N pC N C C. U -N p U O ON E V C O C U 0 % w O N p yJ C N t p> c U 0 J~ C w O O N .pQCa+�U� C .U?0W p`Cw0 O N O W —w p V C O U N 0p cO m 3 0 T? c dU O N O �_ O W D o 3 0 o p 0 D N N > N ry U 0 0 _ U d 0 0 L N N of H 23 C Nw 0 - - N m E � O U U m a O 00 Wi O O N CO Q a 00 00 o N 00 M 0 O"U CL O04 M rn 0 Q L c0 i co X i U c' ` 0 U) 0oL0 m v O Z 0) ED E 00 U a N a U � N J >N d O� L' 7 'o p N C N Q p 0 0 �_ O V) 0_dp N O U J 0 N N N D J N U 2 0 p O p 3 Dip O N p w 2 N n LO Ea N d N N p N o p p 3 p N U C p C L C 0 � 0 — U N L L O O N pC N C C. U -N p U O ON E V C O C U 0 % w O N p yJ C N t p> c U 0 J~ C w O O N .pQCa+�U� C .U?0W p`Cw0 O N O W —w p V C O U N 0p cO m 3 0 T? c dU O N O �_ O W D o 3 0 o p 0 D N N > N ry U 0 0 _ U d 0 0 L N N of H 23 C Nw 0 - - w O m E o O U U m a o M O Wi U Q 0— W NW 0 o o; W� O04 �� LO � 3 O_ O_ G_ Lv X w zi Ld O_ O u W F d J m x 0 0 V) a N O rn M z o F- MECH PLAN a n O O U N O 005-0319.00.0 M1.2 MECH PLAN MECHANICAL NOTES GENERAL: MAX. HORIZ. SPACING MAX. VERT. SPACING B. FRYER - 6" W.C. NATURAL, 14" W.C. L.P. 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES FT. GALVANIZED STEEL 12 FT. C. WATER HEATER - 6" W.C. NATURAL, 14" W.C. L.P. FT. AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. 20. ALL ROOFTOP CONDENSING UNITS THAT DISCHARGE HORIZONTALLY SHALL BE FT. D. HVAC UNIT - 6" W.C. NATURAL, 14" W.C. L.P. w VI MINIMUM OF 40 INCHES ABOVE THE FINISHED ROOFING MATERIAL. ORIENTED SUCH THAT THE DISCHARGE DOES NOT BLOW IN THE DIRECTION OF ALL PENETRATIONS OF FIRE -RATED WALLS SHALL BE FIRESTOPPED WITH AN REFRIGERANT 2. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR AN OUTDOOR AIR INTAKE. 13. IF THE MINIMUM PRESSURES ARE NOT MET, THIS SHALL BE IMMEDIATELY TO INSTALLATION. DUCT -MOUNTED SMOKE DETECTORS SHALL BE INSTALLED IN SYSTEMS WITH REFRIGERATION CONTRACTOR. REPORTED TO THE MCDONALD'S AREA CONSTRUCTION MANAGER. VENTILATION SYSTEMS: ALL DUCTWORK BRANCHES SHALL BE SUPPLIED WITH A VOLUME DAMPER FOR COMMERCIAL KITCHEN EXHAUST SYSTEMS: WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL BE INSTALLED BY THE 1. 3. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE 1. ALL METAL DUCTWORK USED FOR THE CONVEYANCE OF GREASE -LADEN AIR CONDENSATE PIPING: ACCORDANCE WITH LOCAL CODES AND SMACNA STANDARDS. WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN ACCORDANCE WITH ASTM B 88 AND ALL JOINTS SHALL BE SOLDERED. SHALL BE CONSTRUCTED OF MINIMUM 18 GAUGE STAINLESS STEEL OR 16 1. CONDENSATE PIPING SHALL BE GALVANIZED STEEL, COPPER OR PVC. 3. THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR EQUAL. GAUGE CARBON STEEL (BLACK IRON). FOR 0.1" W.C. PER 100 FT. OF DUCT. TAKE -OFFS FROM RECTANGULAR TO ROUND DUCT SHALL BE DUCTMATE FOAM PIPE INSULATION. PIPE INSULATION INSTALLED OUTDOORS SHALL BE IN NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL SHALL CONTACT 0 F 2. PVC PIPE SHALL BE PAINTED WITH WATER BASED LATEX PAINTING TO RESIST ALL REFRIGERANT PIPING SYSTEMS SHALL BE PRESSURE TESTED FOR LEAKS THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE 2• ALL GREASE EXHAUST DUCTWORK JOINTS SHALL BE EITHER TELESCOPING OR DEGRADATION FROM ULTRAVIOLET EXPOSURE. McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE 4. BELL TYPE. BUTT -WELDED JOINTS ARE PROHIBITED. TURNOVER. M4.0 8. ENGINEER -OF -RECORD. PURGED OF DELETERIOUS MATERIAL AND SHALL BE PRESSURE TESTED. 3. PIPE SUPPORTS SHALL BE RPS MODEL PMP -2 OR EQUAL. QUANTITY AS SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), TAPES, ETC. ALL CO2 3. ALL GREASE EXHAUST DUCTWORK SEAMS AND JOINTS SHALL BE REQUIRED DEPENDANT UPON PIPING MATERIAL. 4. ALL EQUIPMENT SHALL BE INSTALLED ACCORDANCE WITH ITS LISTING CONTINUOUSLY WELDED WATER -TIGHT ON THE EXTERNAL SURFACE OF THE 181B. SHALL BE INSTALLED AT 12" A.F.F. WITHIN A 5 FT. RADIUS OF THE CO2 AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. DUCT SYSTEM. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER. 4. PIPING SHALL BE SUPPORTED AS FOLLOWS: 5. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK. 4. ALL GREASE EXHAUST DUCTWORK SHALL BE EXTERNALLY INSULATED WITH A ASTM E2336 LISTED AND LABELED GREASE DUCT ENCLOSURE SYSTEM. 6. PRIOR TO BUILDING TURNOVER, A COMPLETE START-UP, TEST, ADJUST AND INSULATION SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND THE BALANCE SHALL BE PERFORMED ON ALL MECHANICAL SYSTEMS THIS WORK MANUFACTURER'S INSTALLATION INSTRUCTIONS. MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING COPPER PIPE 12 FT. 10 FT. GALVANIZED STEEL 12 FT. 15 FT. PVC 4 FT. 15 FT. SHALL BE PERFORMED BY A CERTIFIED TEST AND BALANCE CONTRACTOR. A 5. ACCESS PANELS SHALL BE PROVIDED AT ALL CHANGES IN DIRECTION OF THE CERTIFIED TEST AND BALANCE CONTRACTOR CAN BE FOUND BY VISITING: GREASE EXHAUST DUCTWORK SYSTEM. ACCESS PANELS SHALL BE INSTALLED 5. CONDENSATE PIPING SHALL SLOPE A MINIMUM OF Y8" PER FOOT. HTTP://WWW.AABCHO.COM/DIRECTORY IN ACCORDANCE WITH THE INSULATION MANUFACTURER'S INSTALLATION HTTP://WWW.NEBB.ORG/DIRECTORY.HTM6. CONDENSATE PIPING SHALL BE SIZED BASED ON THE FOLLOWING: HTTP://WWW.TABBCERTIFIED.ORG/SITE/CONTENT/CONTRACTORS/SEARCH NSTRUCTIONS AND SHALL BE LABELED AS FOLLOWS: "ACCESS PANEL - DO NOT OBSTRUCT". 7. UPON COMPLETION OF THE PUNCHLIST, THE MECHANICAL CONTRACTOR AND TEST AND BALANCE CONTRACTOR SHALL SUBMIT REDLINED OR AS -BUILT 6. ALL HORIZONTAL GREASE EXHAUST DUCTWORK SHALL BE INSTALLED WITH A DRAWINGS ALONG WITH THE TEST AND BALANCE REPORT AND ALL EQUIPMENT MINIMUM Y4" PER FOOT SLOPE AND SHALL BE PITCHED BACK TOWARD THE OPERATION AND MAINTENANCE MANUALS TO THE McDONALD'S AREA HOOD. TOTAL TONS SERVED BY PIPE MINIMUM PIPE SIZE <20 TONS 3/4" >20 TONS, <40 TONS 1" >40 TONS, <125 TONS 1Y2" HANGER AT INTERVALS NOT EXCEEDING 10 FT. 4. ALL DUCT DROPS INTO THE BUILDING SHALL BE INSTALLED WITH FLEXIBLE CONNECTIONS TO ISOLATE THE DUCTWORK SYSTEM FROM NOISE AND CONSTRUCTION MANAGER. A MINIMUM OF TWO (2) COPIES SHALL BE MAX. VERT. SPACING Y2" 6 FT. 6 FT. UL 181 AND LISTED AS CLASS 0 OR CLASS 1. 7 UPBLAST KITCHEN EXHAUST FANS SHALL BE LOCATED A MINIMUM OF 6 FT. > 1Ya " 10 FT. PROVIDED, ONE (1) FOR REGIONAL RECORDS AND ONE (1) FOR THE 8. FROM ANY PARAPET WALL OR ADJACENT STRUCTURE AND SHALL TERMINATE A 5. RESTAURANT. w VI MINIMUM OF 40 INCHES ABOVE THE FINISHED ROOFING MATERIAL. 8. ALL PENETRATIONS OF FIRE -RATED WALLS SHALL BE FIRESTOPPED WITH AN REFRIGERANT PIPING: w APPROVED AND LISTED FIRESTOPPING SYSTEM. 1. ALL REFRIGERATION WORK SHALL BE PERFORMED BY A CERTIFIED 16. DUCT -MOUNTED SMOKE DETECTORS SHALL BE INSTALLED IN SYSTEMS WITH REFRIGERATION CONTRACTOR. 3 VENTILATION SYSTEMS: ALL DUCTWORK BRANCHES SHALL BE SUPPLIED WITH A VOLUME DAMPER FOR WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL BE INSTALLED BY THE 1. ALL SHEET METAL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN 2. ALL REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TUBING OF TYPE L IN ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE ACCORDANCE WITH LOCAL CODES AND SMACNA STANDARDS. EXTERNAL INSULATION. ACCORDANCE WITH ASTM B 88 AND ALL JOINTS SHALL BE SOLDERED. HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR 2. ALL DUCTWORK DIMENSIONS ARE INTERNAL FREE AREA DIMENSIONS AND SIZED 3. ALL REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH A MINIMUM 1" EQUAL. FOR 0.1" W.C. PER 100 FT. OF DUCT. TAKE -OFFS FROM RECTANGULAR TO ROUND DUCT SHALL BE DUCTMATE FOAM PIPE INSULATION. PIPE INSULATION INSTALLED OUTDOORS SHALL BE HORIZONTALLY FROM ANY OUTDOOR AIR INTAKE. WHERE A WATER HEATER 0 F STRAIGHT -SIDED OR CENTER HIGH -EFFICIENCY TAKE -OFFS WITH A 2" DAMPER PROTECTED WITH AN APPROVED WEATHERPROOFING MATERIAL. ALL REFRIGERANT PIPING SYSTEMS SHALL BE PRESSURE TESTED FOR LEAKS 3. ALL SHEET METAL DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH STAND-OFF TO ACCOMMODATE FOR EXTERNAL INSULATION. PRIOR TO START-UP. ALL LEAKS SHALL BE REMEDIED PRIOR TO BUILDING SMACNA TABLES FOR 2" W.C. AND SHALL BE SUPPORTED WITH AN APPROVED 4. ALL SUSPENDED REFRIGERANT PIPING SHALL BE SUPPORTED AS FOLLOWS: TURNOVER. HANGER AT INTERVALS NOT EXCEEDING 10 FT. 4. ALL DUCT DROPS INTO THE BUILDING SHALL BE INSTALLED WITH FLEXIBLE CONNECTIONS TO ISOLATE THE DUCTWORK SYSTEM FROM NOISE AND C. LISTED AND LABELED UL 181, CLASS 0 OR CLASS 1 D. INSTALLED IN ACCORDANCE WITH: i. SMACNA STANDARDS, ii. AIR DIFFUSION COUNCIL INSTALLATION GUIDELINES, AND/OR iii. MANUFACTURER'S INSTALLATION INSTRUCTIONS SIZE VIBRATION. FLEXIBLE CONNECTIONS SHALL BE TESTED IN ACCORDANCE WITH MAX. VERT. SPACING Y2" 6 FT. 6 FT. UL 181 AND LISTED AS CLASS 0 OR CLASS 1. 5. ALL REFRIGERANT PIPING SHALL BE SIZED PER EQUIPMENT MANUFACTURER'S > 1Ya " 10 FT. 10 FT. 8. RECOMMENDATIONS. 5. ALL DUCT DROPS INTO THE BUILDING SHALL BE OFFSET AS NECESSARY TO w VI CORROSION RESISTANT PAINT. PAINT COLOR SHALL BE ORANGE OR YELLOW. 0 ALLOW FOR THE CLEAR INSTALLATION OF THE EXTERNAL DUCTWORK 6. PRE -CHARGED LINESETS ARE NOT PERMITTED AS LINES WILL MOST LIKELY w INSULATION. 9. NEED TO BE CUT TO FIT THE APPLICATION AND REFRIGERANT WILL NEED TO 16. DUCT -MOUNTED SMOKE DETECTORS SHALL BE INSTALLED IN SYSTEMS WITH BE RECLAIMED. 3 6. ALL DUCTWORK BRANCHES SHALL BE SUPPLIED WITH A VOLUME DAMPER FOR WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL BE INSTALLED BY THE 3 Ld BALANCING. VOLUME DAMPER SHALL HAVE A 2" OFFSET TO ACCOMMODATE 7. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE EXTERNAL INSULATION. HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR AREA SMOKE DETECTORS CONNECTED TO A FIRE ALARM SYSTEM WHERE THE 10. EQUAL. 7. TAKE -OFFS FROM RECTANGULAR TO ROUND DUCT SHALL BE DUCTMATE F_ a o HORIZONTALLY FROM ANY OUTDOOR AIR INTAKE. WHERE A WATER HEATER 0 F STRAIGHT -SIDED OR CENTER HIGH -EFFICIENCY TAKE -OFFS WITH A 2" DAMPER 8. ALL REFRIGERANT PIPING SYSTEMS SHALL BE PRESSURE TESTED FOR LEAKS F 17. STAND-OFF TO ACCOMMODATE FOR EXTERNAL INSULATION. PRIOR TO START-UP. ALL LEAKS SHALL BE REMEDIED PRIOR TO BUILDING 18. ALL AIR DEVICES LOCATED IN DRYWALL CEILINGS SHALL BE SUPPLIED WITH AN 11. TURNOVER. M4.0 8. ALL DUCTWORK JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS SHALL BE PURGED OF DELETERIOUS MATERIAL AND SHALL BE PRESSURE TESTED. N LEGEND AND NOTES SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), TAPES, ETC. ALL CO2 DETECTION EQUIPMENT: SEALANT MATERIALS SHALL BE LISTED IN ACCORDANCE WITH UL 181A OR 1. THE CO2 DETECTOR SHALL BE HARD -WIRED TO PREVENT TAMPERING AND 19. 181B. SHALL BE INSTALLED AT 12" A.F.F. WITHIN A 5 FT. RADIUS OF THE CO2 HORIZONTALLY FROM ANY SOURCE OF CONTAMINATION SUCH AS EXHAUST STORAGE TANKS. 9. ALL SUPPLY AND RETURN SHEET METAL DUCTWORK LOCATED WITHIN THE 12. AFTER THE PRESSURE TEST HAS BEEN COMPLETED AND ANY LEAKS CEILING SPACE SHALL BE EXTERNALLY INSULATED. INSULATION SHALL BE 2" 2. ONE (1) AUDIBLE AND ONE (1) VISUAL ALARM SHALL BE INSTALLED A THICK MICROLITE XG-100 BY JOHNS MANVILLE OR EQUAL. MINIMUM OF 7 FT. A.F.F., IN PLAIN SIGHT IN THE SAME ROOM AS THE CO2 STORAGE TANKS. 10. ALL SUPPLY AND RETURN SHEET METAL DUCTWORK LOCATED OUTSIDE OF THE BUILDING SHALL BE INTERNALLY LINED WITH A 1" THICK FIBERGLASS (MIN. 3. ONE (1) AUDIBLE AND ONE (1) VISUAL ALARM SHALL BE INSTALLED A R-4.2) AND EXTERNALLY INSULATED WITH A %" THICK RIGID POLYSTYRENE, MINIMUM OF 7 FT. A.F.F., AT THE BACK OF THE KITCHEN AND IN PLAIN POLYURETHANE OR POLYI SOCYAN U RATE BOARD (MIN. R-7.5). INTERNAL SIGHT FROM THE MAIN SIDE OF THE PREP LINE. FIBERGLASS INSULATION SHALL BE LINATEX BY JOHNS MANVILLE OR EQUAL. EXTERNAL RIGID BOARD INSULATION SHALL BE THERMAPINK BY OWENS NATURAL GAS SYSTEMS (IF APPLICABLE): CORNING OR EQUAL. 1. ALL GAS PIPING, WATER HEATER VENTS, INTAKES AND FLUES SHALL CONFORM TO THE CURRENT VERSION OF NFPA 54, NATIONAL FUEL GAS CODE, AND ANY 11. ALL EXPOSED SPIRAL DUCTWORK SHALL BE INTERNALLY INSULATED TO LOCAL CODE REQUIREMENTS. PREVENT CONDENSATION (MIN. R-4.3). INTERNAL INSULATION SHALL BE 1" THICK SPIRACOUSTIC PLUS BY JOHNS MANVILLE OR EQUAL. 2. THE NATURAL GAS MAIN PIPE SIZING IS BASED ON THE FOLLOWING: A. MINIMUM SUPPLY PRESSURE AT THE METER OF 2 PSIG 12. ALL DUCTWORK PENETRATIONS THROUGH FIRE -RATED WALLS, BARRIERS OR B. 1 PSIG PRESSURE DROP FROM METER TO FARTHEST APPLIANCE PARTITIONS SHALL BE PROTECTED WITH A FIRE DAMPER. THE PERIMETER OF C. 1,000 BTU PER CU. FT. OF NATURAL GAS THE FIRE DAMPER SHALL BE FIRESTOPPED WITH AN APPROVED AND LISTED FIRESTOPPING MATERIAL. 3. GAS PIPING RUN -OUTS TO EQUIPMENT ARE SIZED BASED ON THE FOLLOWING: A. SUPPLY PRESSURE AT THE REGULATOR OF 10" W.C. ()/4 PSIG) 13. ALL EXTERIOR SHEET METAL DUCTWORK SHALL BE EXTERNALLY WRAPPED WITH B. 0.5" W.C. PRESSURE DROP FROM REGULATOR TO FARTHEST APPLIANCE AN APPROVED WEATHERPROOFING MATERIAL TO PROTECT AGAINST WATER C. 1,000 BTU PER CU. FT. OF NATURAL GAS PENETRATION AND CORROSION. SIDES AND TOP OF EXTERNAL WEATHERPROOFING SHALL BE ALUMAGUARD 60 MIL UV BARRIER BY 4. ALL NATURAL GAS PIPE SHALL BE SCHEDULE 40 CARBON STEEL PIPE WITH POLYGUARD OR EQUAL. BOTTOM OF EXTERNAL WEATHERPROOFING SHALL BE MALLEABLE IRON FITTINGS AND SHALL BE COMPLY TO ONE OF THE VAPORGUARD 5 MIL MEMBRANE BY POLYGUARD OR EQUAL. FOLLOWING STANDARDS: ASME B36.10, 1OM; ASTM A 53; OR ASTM A 106. 14. ALL FLEXIBLE DUCTWORK, METALLIC AND NONMETALLIC, SHALL CONFORM TO 5. NATURAL GAS PRESSURE REGULATORS SHALL BE MAXITROL 325 SERIES OR THE FOLLOWING: EQUAL. A. 2" THICK INSULATION (R-6.0) B. INTEGRAL VAPOR BARRIER 6. ALL SUSPENDED STEEL PIPING SHALL BE SUPPORTED AS FOLLOWS: C. LISTED AND LABELED UL 181, CLASS 0 OR CLASS 1 D. INSTALLED IN ACCORDANCE WITH: i. SMACNA STANDARDS, ii. AIR DIFFUSION COUNCIL INSTALLATION GUIDELINES, AND/OR iii. MANUFACTURER'S INSTALLATION INSTRUCTIONS SIZE MAX. HORIZ. SPACING MAX. VERT. SPACING Y2" 6 FT. 6 FT. Y4" TO 1" 8 FT. 8 FT. > 1Ya " 10 FT. 10 FT. 14. FLEXIBLE DUCTWORK SHALL NOT PENETRATE WALLS. SHEET METAL DUCTWORK 7. GAS PIPING SHALL NOT PENETRATE ANY FIRE -RATED CHASE OR SHAFT, O U m IS REQUIRED AT ALL FIRE -RATED AND DRAFTSTOP WALL PENETRATIONS. o DUCTWORK OR PLENUM. wi 15. ALL COVERINGS, LININGS AND ADHESIVES (TAPES, ETC.) SHALL HAVE A 8. ALL NATURAL GAS PIPING INSTALLED OUTDOORS SHALL BE COATED WITH A m FLAME -SPREAD INDEX NOT GREATER THAN 25 AND A SMOKE -DEVELOPED w VI CORROSION RESISTANT PAINT. PAINT COLOR SHALL BE ORANGE OR YELLOW. 0 INDEX NOT GREATER THAN 50. o , w 0 9. ALL INTAKE AND VENT PIPING FOR SEALED -COMBUSTION WATER HEATERS 16. DUCT -MOUNTED SMOKE DETECTORS SHALL BE INSTALLED IN SYSTEMS WITH SHALL BE PVC OR ABS, SHALL BE SIZED AND INSTALLED IN ACCORDANCE 3 DESIGN CAPACITY GREATER THAN 2,000 CFM. SEE MECHANICAL DRAWINGS WITH THE MANUFACTURER'S INSTRUCTIONS AND SHALL BE INSTALLED BY THE 3 Ld FOR LOCATIONS OF SMOKE DETECTORS. DUCT -MOUNTED SMOKE DETECTORS w F PLUMBING CONTRACTOR. ARE NOT REQUIRED WHEN THE BUILDING IS PROTECTED THROUGHOUT BY O AREA SMOKE DETECTORS CONNECTED TO A FIRE ALARM SYSTEM WHERE THE 10. ALL WATER HEATER VENTS SHALL BE LOCATED A MINIMUM OF 10 FT. rn FIRE ALARM SYSTEM IS DESIGNED TO SHUT DOWN THE ROOFTOP UNITS. F_ a o HORIZONTALLY FROM ANY OUTDOOR AIR INTAKE. WHERE A WATER HEATER 0 F W F VENT IS LOCATED WITHIN 10 FT. OF AN INTAKE, THE FLUE OR VENT SHALL F 17. ALL SUPPLY AIR DIFFUSERS SHALL BE INSULATED TO PREVENT CONDENSATION. TERMINATE A MINIMUM OF 2 FT. ABOVE THE INTAKE. 18. ALL AIR DEVICES LOCATED IN DRYWALL CEILINGS SHALL BE SUPPLIED WITH AN 11. UPON COMPLETION OF INSTALLATION, THE GAS PIPING SYSTEM SHALL BE M4.0 INTEGRAL VOLUME DAMPER ACCESSIBLE FROM THE AIR DEVICE FACE TO PURGED OF DELETERIOUS MATERIAL AND SHALL BE PRESSURE TESTED. N LEGEND AND NOTES FACILITATE BALANCING. PRESSURE TESTING SHALL BE PERFORMED WITH THE EQUIPMENT SHUT-OFF VALVES IN THE CLOSED POSITION TO PROTECT EQUIPMENT FROM DAMAGE DUE 19. ALL OUTDOOR AIR INTAKES SHALL BE LOCATED A MINIMUM OF 10 FT. TO EXCESSIVE PRESSURE. HORIZONTALLY FROM ANY SOURCE OF CONTAMINATION SUCH AS EXHAUST FANS, PLUMBING VENTS, WATER HEATER FLUES, ETC. WHERE A CONTAMINANT 12. AFTER THE PRESSURE TEST HAS BEEN COMPLETED AND ANY LEAKS SOURCE IS LOCATED WITHIN 10 FT. OF AN INTAKE, THE INTAKE OPENING REMEDIED, THE INSTALLING CONTRACTOR SHALL MEASURE AND VERIFY THE SHALL BE LOCATED A MINIMUM OF 2 FT. BELOW THE CONTAMINANT SOURCE. FOLLOWING GAS PRESSURES WHILE EQUIPMENT IS IN OPERATION: A. GRILL - 6" W.C. NATURAL, 14" W.C. L.P. JRS PROJECT No. 60483275 LEGEND ABBREVIATIONS TS TEMPERATURE SENSOR ACM AREA CONSTRUCTION MANAGER GT AVERAGING TEMPERATURE SENSOR B.J. BELOW JOISTS CO2 SENSOR FOR ROOFTOP UNIT BSI BEVERAGE SYSTEM INSTALLER DEMAND CONTROL VENTILATION HS HUMIDITY SENSOR DCV DEMAND CONTROL VENTILATION z 0 OT THERMOSTAT E.A. EXHAUST AIR U N Li O2 SMOKE DETECTOR EC ELECTRICAL CONTRACTOR KH EQUIPMENT TAG FAC FIRE ALARM CONTRACTOR 2 R-1 DIFFUSER INFORMATION FOB FLAT ON BOTTOM 1750 CFM LINE 1: TAG LINE 2: AIRFLOW 18"0 LINE 3: NECK SIZE FOT FLAT ON TOP FPC FIRE PROTECTION CONTRACTOR SUPPLY AIR DUCT (VERTICAL) ¢ 0 GC GENERAL CONTRACTOR Li 1. D. INSIDE DIMENSION 0 RETURN OR EXHAUST AIR DUCT (VERTICAL) KEI KITCHEN EQUIPMENT INSTALLER ROUND DUCT (VERTICAL) KES KITCHEN EQUIPMENT SUPPLIER S® STEADY-STATE SPEED CONTROLLER M.A. (S) MIXED AIR - SUMMER w PLAQUE DIFFUSER (SHADED AREA M.A. (W) MIXED AIR - WINTER DESIGNATES BLANK -OFF PANEL LOCATION) MC MECHANICAL CONTRACTOR N LO O 4 4c:0 00 O.A. OUTDOOR AIR O a 000 c0 00 E LINEAR SLOT DIFFUSER CU N 00 M 0 O " 0. D. OUTSIDE DIMENSION CL +, M rn a L N M x i U C a O N 0/0 OWNER/OPERATOR °� o rn :3 LOUVERED FACE DIFFUSER m o Z m 00 PC PLUMBING CONTRACTOR a m Lo o 00. a U V7 cr- M Q a `UIUrnt R.A. RETURN AIR ® CEILING -MOUNTED EXHAUST FAN J d o 0 RC REFRIGERATION CONTRACTOR<'♦ o o m o d `0 0 a 0 N O U 0c8 SPIN-INo COLLAR WITH VOLUME S.A. SUPPLY AIR o DAMPER J o `o m �° O p �_ 3 •- O y d0N tl1� d VOLUME DAMPER S. P. STATIC PRESSURE Q ° ° y E o V/ a o.- IIIIIIIIIIIIII FLEXIBLE DUCTWORK TAB TEST AND BALANACE CONTRACTOR U u° N O C i� 0, CU-tl) ° U O E.- US E V C p C U•C p U O ° O C N w PERFORATED FACE DIFFUSER o p o E m J C U O N C.U?O,W p`0L2 O m o W o 0 O U u° V C 11111L.(^�}11111 E y m 3 o O o SHEET METAL TEE WITH CAP � o ° ," o N oo w p° 3 p o p p d N O 00 0 L ry 0 C+L• NaL• a > w O m E w O O U m o o wi o w m w VI w00 0 04 o , w 0 D N N 3 OC O_ OC o w m X w O N 0 a 3 Ld w F o O u o rn cl- F_ a o 0 0 F W F O F 005-0319.00.0 M4.0 N LEGEND AND NOTES URS PROJECT No. 60483275 AIR DEVICE SCHEDULE COORDINATION SCHEDULE TAG GENERAL REQUIREMENTS MODEL FURNISH INSTALL FINAL CONNECTION ACCESSORIES NOTES NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. THIS SCHEDULE IS INTENDED AS A GUIDE FOR THE WORK TO BE PERFORMED. ALL WORK SHALL BE COORDINATED BETWEEN THE McDONALD'S AREA CONSTRUCTION MANAGER AND ALL GC AND 0/0 SUBCONTRACTORS. ONE (1) COPY OF THE DECOR PACKAGE DRAWINGS SHALL BE SUPPLIED TO THE GENERAL CONTRACTOR AND EACH OF THE SUBCONTRACTORS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO INSURE THAT THEY HAVE RECEIVED THE DECOR PACKAGE DRAWINGS. FOR ANY WORK NOT CLARIFIED IN THIS SCHEDULE OR IN THE NOTES AND SPECIFICATIONS, PLEASE CONSULT THE McDONALD'S AREA CONSTRUCTION MANAGER FOR SCOPE OF WORK. ALL ROOFTOP UNIT EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR AND THE KITCHEN EQUIPMENT SUPPLIER SHALL BE ON SITE AT THE SAME TIME FOR A SINGLE CRANE LIFT. EQUIPMENT SITE ARRIVAL DATE SHALL BE COORDINATED BETWEEN THE AREA CONSTRUCTION MANAGER, MECHANICAL CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER. ALL ROOFTOP UNITS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH EFFICIENCY EQUIPMENT. THE INSTALLATION OF STANDARD EFFICIENCY ROOFTOP UNITS IS PROHIBITED. ALL KITCHEN EQUIPMENT REQUIRING EXHAUST SHALL BE INSTALLED IN ACCORDANCE WITH THESE PLANS. ANY VARIATION FROM THESE PLANS SHALL BE REPORTED TO THE AREA CONSTRUCTION MANAGER AND THE ENGINEER -OF -RECORD. WHERE GYPSUM BOARD CEILINGS ARE INSTALLED, THE MECHANICAL CONTRACTOR SHALL SUPPLY DRYWALL MOUNTING FRAMES FOR LAY -IN TYPE DIFFUSERS. ALL WORK SHOWN ON P1.6 DRAWING(S) SHALL BE COMPLETED BY THE BEVERAGE SYSTEM INSTALLER (OR K.E.S.) UNLESS OTHERWISE NOTED IN THE PLUMBING DRAWINGS. ALL WORK ON P1.0 & P1.2 DRAWING(S) SHALL BE BY THE PLUMBING CONTRACTOR. THE BEVERAGE SYSTEM INSTALLER FURNISHES, RUNS AND CONNECTS ALL FLEXIBLE WATER AND SYRUP LINES FOR ALL AFFECTED EQUIPMENT INCLUDING THE FOLLOWING: A. HOT CHOCOLATE B. COFFEE BREWER C. ICE MACHINE D. O.J. E. SODA TOWERS ALL WATER HEATERS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH EFFICIENCY SEALED -COMBUSTION WATER HEATERS. THE INSTALLATION OF STANDARD EFFICIENCY GRAVITY -VENTED WATER HEATERS IS PROHIBITED. THE AREA CONSTRUCTION MANAGER, PLUMBING CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER SHALL COORDINATE WHICH 3 -COMPARTMENT SINK IS BEING INSTALLED IN THE RESTAURANT. NOTE: THE INSTALLATION OF A POWERSOAK SINK REQUIRES A LARGER WATER HEATER THAN THE STANDARD 3 -COMPARTMENT SINK. ALL GAS PIPING FOR COOKING EQUIPMENT SHALL TERMINATE IN THE CEILING PRIOR TO THE INSTALLATION OF THE PIPING CHASE. UPON INSTALLATION OF THE CHASE, THE GAS PIPING SHALL THEN BE CONTINUED IN THE CHASE FOR FINAL CONNECTION TO THE APPLIANCE. ALL GAS PIPING FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP THROUGH THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS. WHERE THIS IS NOT POSSIBLE, THE PLUMBING CONTRACTOR SHALL PROVIDE THE NECESSARY PIPE PORTALS ON ROOF. ALL FIRE PROTECTION DRAWINGS CONTAINED WITHIN THIS SET ARE STRICTLY FOR REFERENCE ONLY. FIRE SPRINKLER DRAWINGS SHALL BE DESIGNED AND PERMITTED BY A FIRE PROTECTION CONTRACTOR. ALL R-102 WET CHEMICAL FIRE SUPPRESSION SYSTEMS FOR TYPE I HOODS SHALL BE DESIGNED AND INSTALLED BY A LOCAL ANSUL AGENT. THE USE OF DRY CHEMICAL SYSTEMS IS PROHIBITED. THE LOCAL ANSUL AGENT CONTRACT IS HANDLED THROUGH THE KITCHEN EQUIPMENT SUPPLIER. ALL ROOFTOP UNITS AND EXHAUST FANS ARE SUPPLIED WITH A FACTORY -INSTALLED DISCONNECT SWITCH. ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECT SWITCHES FOR REMOTE CONDENSING UNITS. ALL ELECTRICAL CONDUITS FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP THROUGH THE BASE OF THE UNIT TO MINIMIZE ROOF PENETRATIONS. WHERE THIS IS NOT POSSIBLE, THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE NECESSARY PIPE PORTALS ON ROOF. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. SEE FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION. MECHANICAL PERMIT MC a CO 1-3 HOT WORK (WELDING) PERMIT (IF APPLICABLE) KES N00 S-1 1-3 REFRIGERATION PERMIT (IF APPLICABLE) MC WHITE M 1-3 PLUMBING PERMIT PC PDDRE i 1-3 ELECTRICAL PERMIT EC 0 1-3 FIRE SPRINKLER PERMIT (IF APPLICABLE) FPC TITUS o 1-3 FIRE ALARM PERMIT (IF APPLICABLE) FAC v O Z 1-3 CONTRACTOR COORDINATION REQUIREMENTS HEATING & AIR-CONDITIONING ROOFTOP UNITS, INTAKE AND RELIEF MC MC 1-5, 17, 22 ROOF CURBS MC MC 1-3, 20, 22 GAS PIPING AND GAS PIPE KIT PC PC PC 1-3, 14, 22-23 CONTROLS WIRING MC EC EC 1-3, 19, 22, 24 POWER WIRING EC EC EC 1-3, 19, 22, 24 CONDENSATE TRAP MC PC 1-3, 22-23 CONDENSATE PIPING (IF APPLICABLE) PC PC 1-3, 22-23 DUCT -MOUNTED SMOKE DETECTOR MC MC EC 1-3, 22, 24 GENERAL EXHAUST SYSTEMS EXHAUST FANS MC MC SURFACE 1-3, 17, 22 ROOF CURBS MC MC 0 1-3, 22 CONTROLS (WHERE APPLICABLE) MC EC EC 1-3, 22, 24 POWER WIRING (FAN AND DAMPER) EC EC EC 1-3, 22, 24 TEMPERATURE CONTROLS THERMOSTATS & SUBBASES MC MC EC 1-3, 22, 24 REMOTE SENSORS (RH AND/OR TEMPERATURE) MC MC EC 1-3, 22, 24 CONTROLS WIRING (WHERE APPLICABLE) MC EC EC 1-3, 22, 24 POWER WIRING EC EC EC 1-3, 22, 24 DUCTWORK AND ACCESSORIES GALVANIZED SHEET METAL DUCTWORK MC MC 1-3, 22 EXTERNAL INSULATION MC MC 30OFS 1-3, 22 INTERNAL INSULATION (IF APPLICABLE) MC MC 1-3, 22 WEATHERPROOFING (IF APPLICABLE) MC MC 1-3, 22 SPIN -IN COLLARS MC MC 1-3, 22 FLEXIBLE DUCTWORK MC MC 1-3, 22 VOLUME/BALANCING DAMPERS MC MC TBDI-80 1-3 22 FIRE DAMPERS IF APPLICABLE MC ( ) MC 1-3, 22 FIRESTOPPING (IF APPLICABLE) MC MC 1-3, 22 AIR DEVICES AND ACCESSORIES MC MC MC 1-3, 7, 22, 28 KITCHEN EXHAUST SYSTEMS McDONALD'S BACKSHELF EXHAUST HOODS KES KEI 1-3, 6, 22, 27 CANOPY EXHAUST HOODS (IF APPLICABLE) KES KEI 1-3, 6, 22, 27 BLACK IRON DUCTWORK KES KEI 1-3, 6, 22 STAINLESS STEEL DUCTWORK (IF APPLICABLE) KES KEI 1-3, 6, 22 ALUMINUM DUCTWORK (IF APPLICABLE) KES KEI 1-3, 6, 22 UL LISTED DUCT WRAP MC MC 1-3, 6, 22 FIRE -RATED DUCT ENCLOSURE (IF APPLICABLE) GC GC 1-3, 6, 20, 22 EXHAUST FANS MC MC 1-3, 6, 17, 22 ROOF CURBS MC MC 1 1-3, 6, 20, 22 CURB EXTENSIONS MC MC 1-3, 6, 22 CONTROLS (WHERE APPLICABLE) EC EC EC 1-3, 6, 22, 24 POWER WIRING EC EC EC 1-3, 6, 22, 24 FIRE SUPPRESSION SYSTEM KES KES KES 1 -3, 16, 22, 27 KITCHEN EQUIPMENT COOLER/FREEZER KES GC 1-3, 27 EVAPORATOR COILS KES MC 1-3, 27 CONDENSATE PIPING PC PC PC 1-3, 23, 27 REMOTE CONDENSING UNIT (MAC) KES MC 1-3, 22, 27 ROOF CURBS MC MC 1-3, 22 REFRIGERANT PIPING KES MC MC 1-3, 22, 27 POWER WIRING EC EC EC 1-3, 22, 24, 27 CONTROL WIRING EC EC EC 1-3, 24, 27 PIPE PORTALS MC MC 1-3, 22 ICE MACHINES KES KEI 1-3, 27 WATER SUPPLY PIPING KES KEI BSI 1-3, 27 REMOTE CONDENSING UNITS KES MC 1-3, 22, 27 ROOF CURBS MC MC 1-3, 22, 27 REFRIGERANT PIPING KES MC MC 1-3, 22, 27 POWER WIRING EC EC EC 1-3, 22, 24, 27 CONTROL WIRING KES EC EC 1-3, 24, 27 PIPE PORTALS MC MC 1-3, 22 KES KES 1-3 27 GAS PIPING (IF APPLICABLE) PC PC PC 1-3, 23, 27 POWER WIRING EC EC EC 1-3, 24, 27 CONTROL CABLE (6' CLAMSHELL ONLY) MC EC EC 1-3, 23, 24, 27 FRYERS KES KES 1-3, 27 GAS PIPING (IF APPLICABLE) PC PC PC 1-3, 23, 27 GRIRMER WIRING EC EC EC 1-3, 24, 27 MISCELLANEOUS ITEMS FIRE SPINKLER SYSTEMS FPC FPC FPC 1-3, 15, 25 HVAC EQUIPMENT START-UP TAB 1-3, 22 TEST, ADJUST AND BALANCE HVAC SYSTEMS TAB 1-3, 22 DOOR GRILLES (IF APPLICABLE) MC GC 1-3, 20, 22 ROOF/WALL OPENINGS GC 1-3, 20-24 APPLIANCE BACKFLOW PREVENTION KES/BSI PC PC 1-3, 23, 27 CO2 DETECTION SYSTEM MC EC EC 1 1-3, 22, 27 URS PROJECT No. 60483275 z O o_ U Ld Ld 0 AIR DEVICE SCHEDULE m E o TAG MANUFACTURER MODEL BORDER SIZE COLOR ACCESSORIES NOTES N M TITUS PDR a CO � E 0 N00 S-1 CO LAY -IN 48x24 WHITE M 7 1,2 PRICE PDDRE i X i U0) 0 N 0 TITUS o rn :3 m v O Z op S-2 Ld LAY -IN 24x24 VARIES o 4,6,7 1,7 PRICE SPD1 a N a o TITUS OMNI SURFACE F_ a o 0 0 w F S-3 U W - F 12x12 VARIES 1,2,7 1,3,7 PRICE SPD 005-0319.00.0 MOUNT TITUS 30OFS S-4 EXPOSED SEE PLAN VARIES 1,7 1,7 TITUS TBDI-80 48 S-5 LAY -IN (1)�4" SLOT VARIES 7 1,5,7 PRICE TBD14 TITUS 2 R-1 LAY -IN 24x24 VARIES 3,7 1,7 PRICE pRL TITUS 350FS SUFACE R-2 SEE PLAN VARIES 1,2,7 1,3,7 MOUNT TITUS 2 E-1 LAY -IN 12x12 WHITE 1,7 1 PRICE pRL NGP -700-R SURFACE DG -1 MOUNT 12x18 WHITE 8 6 ACCESSORIES: NOTES: 1. COMBINATION DAMPER AND 1. SEE PLAN FOR NECK SIZES EQUALIZING GRID 2. FABRICATE 46"x22"x27"H PLENUM WITH 14"0 SIDE INLET 2. PLASTER FRAME FOR DRYWALL (SEE DETAIL 10 ON DRAWING M3.0) CEILING INSTALLATION 3. PROVIDE 1" FIBERGLASS INSULATION FOR DIFFUSER 3. SQUARE -TO -ROUND COLLAR BACKPAN CONNECTION 4. NOT USED 4. BACKPAN INSULATION 5. GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL 4 FT. 5. OPPOSED BLADE DAMPER T -BAR FOR DIFFUSER FRAMING 6. BLANK -OFF PANEL AS SHOWN ON 6. DOOR GRILLE SHALL BE INSTALLED BY DOOR DUCTWORK PLAN MANUFACTURER. GRILLE SHALL BE LOCATED 12" FROM 7. PLASTER FRAME MAY BE BOTTOM OF DOOR NECESSARY - COORDINATE WITH 7. AIR DEVICE FINISH WILL VARY: DECOR DRAWINGS * KITCHEN, STORAGE, RESTROOMS - WHITE 8. 1" FILTER MEDIA * DINING ROOM, VESTIBULES - WHITE, BLACK OR PAINTABLE/PRIME COAT (COORDINATE FINAL COLOR WITH DECOR PLANS). z O o_ U Ld Ld 0 U � m Q p 0 0 �_ q O J N U 2 0 p O p3 0 •- O td o a M_`n a� U c N U y aU+ Z NLO d N pV/ o E o.- U t p c O_ N o p p 3 p NP U C S p c L C O� - U N L L O 0 N O c P N C C a0+ D_ y p U O OUB E V C O c U % w O y Duo C N t N c U 0 J~ C w U O N C.U?0'W p`Cw0 O m o W w cc 'T V C T?N p O p dU O N O O w pwm p 3 0 o p o U w 0c of O N 0> N ry U a o aN Z d K H d3 C+L• NaL• a > N m E o O U m c p 00 wi C N M o c a CO � E 0 N00 U CO 0 C) CL 0 M rn v 0- Ld N i X i U0) 0 N 0 o rn :3 m v O Z op Ld a�ED E00 w F o � U a N a o U � m Q p 0 0 �_ q O J N U 2 0 p O p3 0 •- O td o a M_`n a� U c N U y aU+ Z NLO d N pV/ o E o.- U t p c O_ N o p p 3 p NP U C S p c L C O� - U N L L O 0 N O c P N C C a0+ D_ y p U O OUB E V C O c U % w O y Duo C N t N c U 0 J~ C w U O N C.U?0'W p`Cw0 O m o W w cc 'T V C T?N p O p dU O N O O w pwm p 3 0 o p o U w 0c of O N 0> N ry U a o aN Z d K H d3 C+L• NaL• a > w O m E ow [O O U m o o wi E o Ld w VI w00 m 0 04 o , X 0 D _ � Ld N 3 O E o Ld m x X _ � Ld O N Q Ld w F o � O u o D- F_ a o 0 0 w F U W - F O F 005-0319.00.0 M4.1 SCHEDULES GENERAL PLUMBING NOTES GENERAL: DOMESTIC SUPPLY SYSTEMS: 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES 1. THE INCOMING WATER SERVICE PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. 10 AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. COPPER TUBING <1Y4" FROM THE EXITING SANITARY PIPE. WHERE A 5 FT. SEPARATION IS NOT 10 FT. COPPER TUBING >%" POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM 2. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. CPVC <1" OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. 3. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR TO 2. ALL UNDERGROUND SITE PLUMBING SHALL CONFORM TO NSF 61, SHALL BE 10 INSTALLATION. ALL ROUGH -IN LOCATIONS SHALL BE COORDINATED WITH THE 10 TYPE K COPPER TUBING OR COPPER PIPE, POLYETHYLENE (PE) OR CPUC. IF 15 MANUFACTURER'S SUBMITTAL INFORMATION. CPVC IS USED, FOAM INSULATION SHALL BE INSTALLED AT ALL CHANGES OF 14. ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME a DIRECTION TO ACCOUNT FOR EXPANSION AND CONTRACTION. 4. ALL DIMENSIONAL INFORMATION IS AS FOLLOWS (UNLESS NOTED OTHERWISE): SPECIAL FUNCTION SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW N A. UNDERGROUND PIPE IS TO FOUNDATION 3. INCOMING WATER SERVICE PRESSURE SHOULD BE BETWEEN 45 AND 55 PSI 4. B. OVERHEAD PIPE IS TO FINISHED WALL STATIC. WHERE WATER PRESSURE SERVICE EXCEEDS 80 PSI STATIC, AN FS C. ELEVATIONS ARE TO FINISHED FLOOR 14. APPROVED WATER -PRESSURE REDUCING VALVE WITH STRAINER CONFORMING 5. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER 15. TO ASSE 1003 SHALL BE INSTALLED. WHERE INCOMING WATER PRESSURE IS 5. ALL MATERIALS, FIXTURES AND EQUIPMENT USED SHALL BE IN ACCORDANCE BELOW 45 PSI STATIC, A PRESSURE BOOSTER SYSTEM SHALL BE INSTALLED. U WITH McDONALD'S SPECIFICATIONS. SPECIFICATIONS ARE CONTAINED WITHIN 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR THESE DRAWINGS AND THE McDONALD'S PROJECT MANUAL. ANY CONTRACTOR 4. IF THE RESTAURANT HAS A COMBINED WATER AND FIRE SPRINKLER SERVICE, a U0 IN NEED OF A COPY OF THE McDONALD'S PROJECT MANUAL SHALL CONTACT GENERAL CONTRACTOR THE INCOMING WATER SERVICE SHALL BE SIZED BASED ON THE FIRE 6. THE McDONALD'S AREA CONSTRUCTION MANAGER. ANY VARIANCE FROM THE SPRINKLER CONTRACTOR'S HYDRAULIC CALCULATIONS. I 0 McDONALD'S SPECIFICATIONS SHALL BE REVIEWED AND APPROVED BY THE 5. PROVIDE A MINIMUM Y2" ANNULAR CLEARANCE AROUND ALL PIPE SLAB 7. ENGINEER -OF -RECORD. GREASE INTERCEPTOR FITTINGS THAT FACILITATE REMOVAL IN CASE OF FAILURE. GALLONS PER FLUSH SHALL BE PROVIDED. GALLONS PER MINUTE PENETRATIONS. 6. SEE COORDINATION SCHEDULE FOR ADDITIONAL SCOPE OF WORK. 6. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE 7. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING GREASE WASTE INSTALLED AT THE INCOMING SERVICE WHERE REQUIRED BY CODE. AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. 7, AN EXPANSION TANK SHALL BE INSTALLED ON THE COLD WATER LINE INLET 8. WHERE POOR SOIL CONDITIONS EXIST OR WHERE SUBSTANTIAL SETTLEMENT OF TO THE WATER HEATER. SEE EXPANSION TANK SCHEDULE. 9. EITHER THE PIPING, THE BUILDING OR ADJACENT WALKS, PLANTERS, ETC., MAY SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING OCCUR, THE CONTRACTOR SHALL PROVIDE ADEQUATE UNDERSLAB STAINLESS 8 ALL WATER SUPPLY PIPE WITHIN 5 FT. OF THE BUILDING AND INSIDE THE STEEL PIPE HANGERS OR APPROVED OTHER SUPPORT. BUILDING SHALL COMPLY WITH NSF 61 AND SHALL BE TYPE L COPPER TUBING, COPPER PIPE OR CPVC PIPE. 9. ALL PIPE SLEEVES SHALL BE PROPERLY SEALED AND INSULATED TO PREVENT HEAT LOSS AND SEEPAGE. 9 CPVC PIPE SHALL BE FLOWGUARD GOLD OR FLOWGUARD BENDABLE AS MANUFACTURED BY LUBRIZOL. 10. ALL PIPE INSULATION SHALL BE PROTECTED FROM DAMAGE FROM PIPE HANGERS. PROTECTION SHALL BE LIGHT GAUGE GALVANIZED STEEL OR EQUAL. 10. CPVC PIPE SHALL BE CONNECTED WITH FLOWGUARD GOLD YELLOW LOW-VOC SOLVENT CEMENT AS MANUFACTURED BY IPS WELD -ON OR OATEY. 11. ALL PENETRATIONS OF FIRE -RATED WALLS SHALL BE FIRESTOPPED WITH AN APPROVED AND LISTED FIRESTOPPING SYSTEM. 11. ALL CPVC PIPE SHALL BE INSULATED TO PREVENT EXPOSURE TO GREASE. SANITARY AND VENT SYSTEMS' 12. ALL SUSPENDED PIPE SHALL BE SUPPORTED AS FOLLOWS: 1. THE BUILDING SANITARY PIPE SHALL BE LOCATED A MINIMUM OF 5 FT. FROM THE INCOMING WATER SERVICE. WHERE A 5 FT. SEPARATION IS NOT POSSIBLE, THE BOTTOM OF THE WATER SERVICE PIPE SHALL BE A MINIMUM OF 12 IN. ABOVE THE TOP OF THE HIGHEST POINT OF THE SANITARY PIPE. 2. ALL SANITARY AND VENT PIPE SHALL BE PVC TYPE DWV, ABS OR CAST-IRON WHERE REQUIRED BY CODE. MATERIAL MAX. HORIZ. SPACING MAX. VERT. SPACING COPPER PIPE 12 FT. 10 FT. COPPER TUBING <1Y4" 6 FT. 10 FT. COPPER TUBING >%" 10 FT. 10 FT. CPVC <1" 3 FT. 10 FT. CPVC >1Y4" 4 FT. 10 FT. 3. ALL HORIZONTAL SANITARY PIPE SHALL BE INSTALLED WITH A MINIMUM PITCH 13. A REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER (RPZ) SHALL BE Y4" PER FT. AS FOLLOWS: 4 INSTALLED AT THE INLET TO THE WATER FILTRATION SYSTEM. ALL PIPING 10 FT. PVC (TYPE DWV) 4 DOWNSTREAM OF THE RPZ SHALL BE COPPER OR CROSS-LINKED 10 FT. MI PE MI N. SLOPE (<10 FT. PIPE SECTIONS) 5 POLYETHYLENE (PEX). 15 FT. PER (10 FT. PIPE SECTIONS) 10 FT. 15 FT. FROM ANY OUTDOOR AIR INTAKE. WHERE A PLUMBING VENT IS LOCATED 14. ALL DEVICES, APPLIANCES, AND APPARATUS INTENDED TO SERVE SOME a WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 8. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB SPECIAL FUNCTION SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW N PENETRATION. 13. AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. ALL BACKFLOW 4. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND PREVENTION DEVICES SHALL BE ASSE LISTED AND APPROVED FOR THE DEVICE FS SHALL BE LOCATED NOT MORE THAN 100 FT. APART. 14. OR APPLIANCE THEY SERVE. 5. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER 15. ALL WATER SUPPLY LINES SHALL BE PROVIDED WITH A QUARTER -TURN o rn THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS SHUT-OFF VALVE BEFORE FINAL CONNECTION TO EQUIPMENT. U IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR EVERY 40 FEET OF DEVELOPED LENGTH. 16. QUARTER -TURN SHUT-OFF VALVES SHALL BE INSTALLED UPSTREAM OF ANY a U0 GC GENERAL CONTRACTOR INLINE BACKFLOW PREVENTION DEVICE. 6. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PENETRATION. TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET I 0 F G 17. ALL VALVES AND BACKFLOW PREVENTION DEVICES SHALL BE INSTALLED WITH 7. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS GREASE INTERCEPTOR FITTINGS THAT FACILITATE REMOVAL IN CASE OF FAILURE. GALLONS PER FLUSH SHALL BE PROVIDED. GALLONS PER MINUTE z P000 18. ALL OVERHEAD WATER LINES SHALL BE INSULATED WITH 1" THICK EXTERNAL 8. CLEANOUTS ON 6 -IN. AND SMALLER PIPES SHALL BE PROVIDED WITH A GREASE WASTE JACKETED INSULATION AND A MINIMUM INSTALLED R -VALUE OF 3.5. CLEARANCE OF NOT LESS THAN 18 IN. CLEANOUTS ON 8 -IN. AND LARGER PIPE SHALL BE PROVIDED WITH A CLEARANCE OF NOT LESS THAN 36 IN. 19. PRIOR TO BUILDING TURNOVER, THE DOMESTIC WATER SUPPLY SYSTEM SHALL BE PURGED OF DELETERIOUS MATERIAL AND DISINFECTED. DISINFECTION 9. ALL SUSPENDED SANITARY AND VENT PIPE SHALL BE SUPPORTED AS SHALL BE DONE IN ACCORDANCE WITH THE LOCAL HEALTH CODE, PLUMBING FOLLOWS: CODE OR IN ACCORDANCE WITH AWWA C651 OR AWWA C652. MATERIAL SLOPE MAX. HORIZ. SPACING MAX. VERT. SPACING Y4" PER FT. 2'-6" 4 FT. 10 FT. PVC (TYPE DWV) 4 FT. 10 FT. CAST-IRON (<10 FT. PIPE SECTIONS) 5 FT. 15 FT. CAST-IRON (10 FT. PIPE SECTIONS) 10 FT. 15 FT. STORM DRAINAGE SYSTEMS: 1. ALL ROOF DRAINS SHALL BE SIZED IN ACCORDANCE WITH LOCAL CODES AND SHALL CONFORM TO ASME A112.21.2M OR A112.3.1. 2. ALL STORM DRAINAGE PIPING SHALL BE ABS, PVC TYPE DWV OR CAST-IRON WHERE REQUIRED BY CODE. 10. ALL PLUMBING FIXTURES SHALL BE VENTED AND THE MAXIMUM DISTANCE 3. ALL SUSPENDED STORM DRAINAGE PIPE SUPPORT REQUIREMENTS SHALL BE FROM THE FIXTURE TRAP TO THE VENT SHALL BE AS FOLLOWS: THE SAME AS THE SANITARY AND VENT REQUIREMENTS. TRAP SIZE SLOPE DISTANCE CONNECT TO EXISTING Y4" PER FT. 2'-6" ----GW--- Y4" PER FT. 3'-6" LINE Y4" PER FT. 5'-0" cw Ye" PER FT. 6'-0" 4" & LARGER Y8" PER FT. 10'-0" LEGEND - • - • - • - COLD WATER PIPING TEMPERED WATER PIPING (1107) • • - • • HOT WATER PIPING (1407) - ' ' ' - ' ' ' - RECIRCULATED HOT WATER PIPING OVERHEAD LINES (BY P.C.) ---SIW--- UNDERGROUND WASTE PIPING P/iar,l,l:[el oi BALL VALVE Fl THERMOSTATIC MIXING VALVE FLOOR DRAIN ---SAN--_ I NEW SANITARY SEWER LINE SAN EXISTING SANITARY SEWER LINE 6. CONNECT TO EXISTING WSFU SANITARY SEWER LINE ----GW--- NEW GREASE WASTE LINE EXISTING GREASE WASTE cw LINE 7. EXISTING PIPE TO -� - - - BE REMOVED ABBREVIATIONS I I I I I I im ACM AREA CONSTRUCTION MANAGER r \�1:��\I � [�Ly,a�:�[�19e�flRq�■:3:1�1:7�:1 GI.9-■:3a9i:7_�Ha(.`l'[.`ll[� ■I:I.`I/_1��[:1 CO CLEAN-OUT z 0 DFU DRAINAGE FIXTURE UNIT(S) o o' U V) EC ELECTRICAL CONTRACTOR 0 7K�� ■ � [SIU :=�l � �_1: Q�141 FPC FIRE PROTECTION CONTRACTOR 6. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND WSFU 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. SUPPLY FIXTURE SHALL BE LOCATED NOT MORE THAN 100 FT. APART. FROM ANY PARAPET WALL. WHERE A VENT TERMINATES WITHIN 8 FT. OF A PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVE 7. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER THE PARAPET. THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS wo IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR 12. ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY EVERY 40 FEET OF DEVELOPED LENGTH. FROM ANY OUTDOOR AIR INTAKE. WHERE A PLUMBING VENT IS LOCATED w a WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 8. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB FT. ABOVE THE INTAKE. N PENETRATION. 13. ALL SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS 9. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. FS FLOOR SINK 14. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED 10. ROOF DRAINS AND OVERFLOW ROOF DRAINS SHALL BE PIPED INDEPENDENTLY. AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER, o rn OVERFLOW ROOF DRAINS SHALL NOT BE CONNECTED TO THE PRIMARY ROOF DEEP SEAL TRAP OR PROSET TRAP GUARD. U DRAINAGE SYSTEM. 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR rn (FLOOR SINK OR FLOOR DRAIN WITH FUNNEL). INDIRECT DRAINAGE FROM AN a U0 GC GENERAL CONTRACTOR APPLIANCE SHALL MAINTAIN AN AIR GAP BETWEEN THE PIPE OUTLET AND THE F c�c U w TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET I 0 F G O AND THE TOP OF THE RECEPTOR SHALL BE TWICE THE DIAMETER OF THE N GI GREASE INTERCEPTOR GPF GALLONS PER FLUSH GPM GALLONS PER MINUTE z P000 w a LEGEND GW GREASE WASTE I.P.S. IRON PIPE SIZE (ALSO NPS) KEI KITCHEN EQUIPMENT INSTALLER KES KITCHEN EQUIPMENT SUPPLIER ■ -MINUTI'm MC I MECHANICAL CONTRACTOR MHT I MALE HOSE THREADS MS I MOP SINK NPS I NATIONAL PIPE THREAD STANDARD NPT NATIONAL PIPE THREAD TAPERED 0/0 OWNER/OPERATOR OH OVERHEAD 4. ALL HORIZONTAL STORM DRAINAGE PIPE PITCH REQUIREMENTS SHALL BE THE P PUMP SAME AS THE SANITARY AND VENT REQUIREMENTS. 5. ALL HORIZONTAL STORM DRAINAGE PIPE SHALL BE INSULATED WITH 1" THICK PC PLUMBING CONTRACTOR EXTERNAL JACKETED INSULATION AND A MINIMUM INSTALLED R -VALUE OF 3.7 TO PROTECT AGAINST CONDENSATION. 11. ALL PLUMBING VENTS THROUGH THE ROOF SHALL TERMINATE A MINIMUM OF 6. CLEANOUTS SHALL BE INSTALLED IN ALL HORIZONTAL DRAINAGE PIPE AND WSFU 12 INCHES ABOVE THE ROOF AND SHALL BE LOCATED A MINIMUM OF 8 FT. SUPPLY FIXTURE SHALL BE LOCATED NOT MORE THAN 100 FT. APART. FROM ANY PARAPET WALL. WHERE A VENT TERMINATES WITHIN 8 FT. OF A PARAPET WALL, THE VENT SHALL TERMINATE A MINIMUM OF 6 INCHES ABOVE 7. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER THE PARAPET. THAN 45 DEGREES. WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR 12. ALL PLUMBING VENTS SHALL TERMINATE A MINIMUM OF 10 FT. HORIZONTALLY EVERY 40 FEET OF DEVELOPED LENGTH. FROM ANY OUTDOOR AIR INTAKE. WHERE A PLUMBING VENT IS LOCATED w WITHIN 10 FT. OF AN INTAKE, THE VENT SHALL TERMINATE A MINIMUM OF 2 8. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB FT. ABOVE THE INTAKE. N PENETRATION. 13. ALL SIDE WALL VENT TERMINATIONS SHALL BE PROTECTED TO PREVENT BIRDS 9. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS OR RODENTS FROM ENTERING OR BLOCKING THE VENT OPENING. SHALL BE PROVIDED. 14. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED 10. ROOF DRAINS AND OVERFLOW ROOF DRAINS SHALL BE PIPED INDEPENDENTLY. AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER, o rn OVERFLOW ROOF DRAINS SHALL NOT BE CONNECTED TO THE PRIMARY ROOF DEEP SEAL TRAP OR PROSET TRAP GUARD. U DRAINAGE SYSTEM. 15. ALL APPLIANCES SHALL DRAIN TO AN APPROVED SANITARY WASTE RECEPTOR rn (FLOOR SINK OR FLOOR DRAIN WITH FUNNEL). INDIRECT DRAINAGE FROM AN a U0 APPLIANCE SHALL MAINTAIN AN AIR GAP BETWEEN THE PIPE OUTLET AND THE F c�c U w TOP OF THE RECEPTOR. THE MINIMUM DISTANCE BETWEEN THE PIPE OUTLET I 0 F G O AND THE TOP OF THE RECEPTOR SHALL BE TWICE THE DIAMETER OF THE N O 005-0319.00.0 APPLIANCE DRAIN PIPE. RS PROJECT No. 60483275 RC REFRIGERATION CONTRACTOR RPZ REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER SS SANITARY SEWER ST STORM SEWER SVB ANTI -SIPHON, SPILL RESISTANT VACUUM BREAKER TAB TEST AND BALANACE CONTRACTOR UG I UNDERGROUND UR I URINAL V I VENT WC I WATER CLOSET WCO WALL CLEAN-OUT WSFU WATER SUPPLY FIXTURE UNIT(S) N o c Lo O W C N N M O a00 c - W WE L U) 3 00 co o O ` J) M � o c M " x a `o U �+ o 0 orn z; Lo m N zz 00 U O2 M ED E 00 o Lo U 00 w U N cr- co coUrnt o_ J d d 0� Q o a 0 0 g N m o - O � UaL+ J 0 N N 4 O 2 0 N U 2 0 J O o ; 5 E 2 w o a at N oc a O U V/ o0o,a too O U D0 o U c 3 0 c O L - 0 o 0 - U O O N O C E�o�'w Esc O C U'C X w U � O N U C N L N cU~ L N ` 4 O JC N o 0 w N O'y O C N O Ov o 421 m` w O -'.0 C OU N OL dy TE „ o o 3 y 3 0 0 0 V O O 2U � , O 0 tL 0 0'300000 0 N d O 0 d O 0=00 a'3o0�° o_ w 0 m o o m E o m U 0 0 N C14O jSof WHO 3 N� o N r W_> V W 0 O O 04 W 0_ 04D N 7 m _ O_ J W m x w 0 co N a Ld � w F o rn O U O o rn a U0 F c�c U w - F I 0 F G O N O 005-0319.00.0 z P000 0 NOTES AND LEGEND _ L m `gym x x N METER WATER METER Aj FS FCO �RwR�� NOTES: 1. VERIFY EXACT PIPING LOCATION IN FIELD. REMOVEREMOVE REMOVE EXISTING WC. EXISTING FD. EXISTING CAP PIPING AT CAP PIPING AT CAP PIPIN MAIN. TYPICAL MAIN. TYPICAL MAIN. TYP z 0 o_ Fy 0 cn LLI 0 I I IIII � /i I I IIII FD L —Z III \G/ I l L___{ O L �__LOfAN =ir71 r-- /�/IJ � G AOL REMOVE A -- MISTING UR. CAP PIPING AT MAIN. TYPICAL ----------- J_______L__J_____J FS FS 3.. 3.. A FS FS II � i I I CSL \ FS r�__�___________________ S 4" E ��i ING 4" GREASE W TE FCO GW GW �Gw GW GW GW °'v EXISTING 2Y11V� EXISTING 2)/211VT FSI FS J ❑ ❑ ❑ URS PROJECT No. 60483275 r__________� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r JAI1 L W Q a m J O d O� 7 O m y N Q m� o o•o o J DD 2O O WQDD _2, 02 0 0�� w � o_ y .• n _a U N 0 O 0 co o._�oc U D U c 3 0 c O L o U O 0 N00,00 E O O O C N C C ate+ E�03OEVC O C U 0 X, U O O O o C O t O c U L O ` O O J~ C O p 0 w N O'y O C N O COQU+O' O U N O O L T E o 3 0 U� D J O' O O O 0 U mm O 0 n� w O o •3 O O O O O U_ U d O O, 0 O 23 0 ca Oa a 12 O m E 1 O 0 U ON c c , O Lo 00 w O a N (M CD o c u N r — oo 00 E O (n - :3 U)Mrn 00 M O o /O ii O 7 m Q w F U c 0 P' x 0 a 6=0 0 F c�c F G O Lo 7 m ycu 2 z 00 z U O ED co E00 a U N � c coIUrn_c a m J O d O� 7 O m y N Q m� o o•o o J DD 2O O WQDD _2, 02 0 0�� w � o_ y .• n _a U N 0 O 0 co o._�oc U D U c 3 0 c O L o U O 0 N00,00 E O O O C N C C ate+ E�03OEVC O C U 0 X, U O O O o C O t O c U L O ` O O J~ C O p 0 w N O'y O C N O COQU+O' O U N O O L T E o 3 0 U� D J O' O O O 0 U mm O 0 n� w O o •3 O O O O O U_ U d O O, 0 O 23 0 ca Oa a I N oil IV., TLBG FIXTURE DEMOLITION w o o m E o m 0 U m 0 N O w w0 0 N CD o 3� u N r 3 W_ V � W 00 0' O O 04 �' 04 D O 7 m w F U N _ I N oil IV., TLBG FIXTURE DEMOLITION 0 W J m x w N 0' O Q w � O w F U o rn a 6=0 0 F c�c F G U w O — F N I p O I N oil IV., TLBG FIXTURE DEMOLITION KEYED NOTES: 1. FAUCET (SEE PLUMBING FIXTURE SCHEDULE) 2. LAVATORY OR HAND SINK (SEE PLUMBING FIXTURE SCHEDULE) 3. CORIAN COUNTERTOP - TOILET ROOMS ONLY (FURNISHED BY G.C.) 4. LAVATORY CARRIER - TOILET ROOMS ONLY (SEE ARCHITECTURAL DRAWINGS) 5. OUTLINE OF ADA COMPLIANT WRAP (SEE PLUMBING FIXTURE SCHEDULE) 6. THERMOSTATIC MIXING VALVE (SEE VALVE SCHEDULE) NOT USED , DETAIL I MOP SINK P0.1 I LAVATORY (OR HAND SINK) SCALE: Y2"=1'-0" j SCALE: Y2"=1'-0" i 2 PLUMBING FIXTURE SCHEDULE TAG DESCRIPTION MANUFACTURER MODEL WATER USE ACCESSORIES/COMMENTS F-1 FAUCET FOR LAV -1 TOTO TEL101-D1OE#C 1.0 GPM 0.17 GAL/10 SE CYCLE) FAUCET OPERATION: SENSOR 1-3 HOT WORK (WELDING) PERMIT (IF APPLICABLE) F-2 FAUCET FOR MS -1 ZURN Z843M4 1 -3, FAUCET OPERATION: MANUAL SEE DETAIL 2 ON DRAWING P3.0 5' VINYL HOSE WALL HOOK MC FCO 6x6 FLOOR CLEAN OUT ZURN Z1400 -SZ 1-3 SEE DRAWINGS FOR PIPE SIZES SEE NOTE 8 PC JAY R. SMITH 4040 FD -2 6x6 FLOOR DRAIN ZURN Z415 -SZ ELECTRICAL PERMIT PIPE SIZE: 3" STRAINER SIZE: 6" NICKEL BRONZE FUNNEL: NONE SEE NOTE 8 JAY R. SMITH 2005 FS -1 12x12 FLOOR SINK WITH HALF -GRATE ZURN ZN1901 FPC PIPE SIZE: 3" DOME STRAINER: ALUMINUM GRATE: HALF - NICKEL -BRONZE SEE NOTE 8 JAY R. SMITH 3435 FS -2 8x8 FLOOR SINK WITH HALF -GRATE ZURN ZN1910 EC PIPE SIZE: 3" DOME STRAINER: ALUMINUM GRATE: HALF - NICKEL -BRONZE SEE NOTE 8 JAY R. SMITH 3415 HS -1 STAINLESS STEEL HAND SINK ADVANCE TABCO 7 -PS -61 1-3, FAUCET: INCLUDED WITH SINK SEE NOTES 6 & 10 KES KEI F c�c 1-3, 27 ROOFTOP UNITS, INTAKE AND RELIEF MC MC BSI 1-3, 1-5, 17, 22 ROOF CURBS LAV -1 LAVATORY TOTO LT191G 1-3, FAUCET: F-1 TRUEBRO LAVGUARD2 MODEL #102 -E -Z CORIAN COUNTER BY G.C. SEE NOTE 10 SEE DETAIL 2 ON POA PC PC PC 1 -3, 14, 22-23 CONTROLS WIRING MC EC EC 1 -3, 19, 22, 24 POWER WIRING EC EC EC UR -1 ADA WALL -HUNG URINAL TOTO UT445U#01 0.125 GPF FLUSH VALVE: TOTO TEU1UN12#CP ZURN ZTR6203-ULF-LL Y4" I.P.S., 1" TOP SPUD FLUSH VALVE OPERATION: SENSOR SEE NOTE 2 ZURN Z5755 1-3, 22-23 CONDENSATE PIPING (IF APPLICABLE) PC PC 1-3, 22 1-3, 22-23 DUCT -MOUNTED SMOKE DETECTOR MC MC EC 27 1-3, 22, 24 GENERAL EXHAUST SYSTEMS PC WC -1 WATER CLOSET TOTO CT705EN#01 1.28 GPF FLUSH VALVE: TOTO TETiLN32#CP ZURN ZTR6200EV-LL 1" I.P.S., 1J�" TOP SPUD FLUSH VALVE OPERATION: SENSOR SEAT: BEMIS MODEL 2155CT ZURN Z5655 1-3, WC -2 ADA WATER CLOSET TOTO CT705ELN#01 1.28 GPF FLUSH VALVE: TOTO TEF1LN32#CP ZURN ZTR6200EV-LL 1" I.P.S., lh" TOP SPUD FLUSH VALVE OPERATION: SENSOR SEAT: BEMIS MODEL 2155CT ZURN Z5665 _ _ CONTROLS (WHERE APPLICABLE) MC EC EC GAS PIPING (IF APPLICABLE) 1-3, 22, 24 POWER WIRING EC EC EC POWER WIRING 1-3, 22, 24 TEMPERATURE CONTROLS EC 1-3, 24, 27 3 -COMPARTMENT SINK KES THERMOSTATS & SUBBASES MC MC EC FAUCETS AND PRE -RINSE SPRAYER NOTES: 1. SEE McDONALD'S PROJECT MANUAL FOR ADDITIONAL MANUFACTURERS 2. PLUMBING CONTRACTOR SHALL COORDINATE WITH G.C. TO PROVIDE BLOCKING FOR PROPER URINAL SUPPORT 3. PLUMBING CONTRACTOR SHALL COORDINATE WITH G.C. TO PROVIDE INTERIOR BLOCKING ON W/W BUILDING FOR WALL CLAMP 4. YARD HYDRANT IS FOR TRASH CORRAL - SEE SITE PLAN FOR LOCATION 5. PLUMBING CONTRACTOR SHALL ROUTE Ye" DRAIN PIPE FROM HOSE BIBB TO NEAREST FLOOR DRAIN OR FLOOR SINK 6. PLUMBING CONTRACTOR SHALL COORDINATE WITH G.C. TO PROVIDE BLOCKING FOR PROPER SINK SUPPORT 7. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION - PLUMBING CONTRACTOR SHALL COORDINATE INSTALLATION WITH K.E.S. 8. PLUMBING CONTRACTOR SHALL SPECIFY CONNECTION MATERIAL/TYPE WHEN ORDERING 9. PLUMBING CONTRACTOR SHALL SPECIFY BURY DEPTH WHEN ORDERING 10. PLUMBING CONTRACTOR SHALL PROVIDE GRID DRAIN, P -TRAP AND VALVE STOPS FOR ALL SINKS & LAVS TO ORDER PLUMBING FIXTURES, CONTACT HD SUPPLY: PHONE: (866) 310-3576 E-MAIL: MCDCOORD®HDSUPPLY.COM URS PROJECT No. 60483275 COORDINATION SCHEDULE GENERAL REQUIREMENTS FURNISH INSTALL FINAL CONNECTION 1-3, NOTES MECHANICAL PERMIT MC MC O 1-3, 1-3 HOT WORK (WELDING) PERMIT (IF APPLICABLE) KES PC PC 1 -3, 1-3 REFRIGERATION PERMIT (IF APPLICABLE) MC MC 0ly0 1-3, 1-3 PLUMBING PERMIT PC MC 3 U) 1-3, 1-3 ELECTRICAL PERMIT EC1-3 MC MC 1-3, 22, 27 FIRE SPRINKLER PERMIT (IF APPLICABLE) FPC EC EC 1-3, 22, 24, 27 1-3 FIRE ALARM PERMIT (IF APPLICABLE) FAC EC 1-3, 24, 27 1-3 CONTRACTOR COORDINATION REQUIREMENTS MC 1-3, 22 HEATING & AIR-CONDITIONING KES KEI F c�c 1-3, 27 ROOFTOP UNITS, INTAKE AND RELIEF MC MC BSI 1-3, 1-5, 17, 22 ROOF CURBS MC MC U 1-3, 1 -3, 20, 22 GAS PIPING AND GAS PIPE KIT PC PC PC 1 -3, 14, 22-23 CONTROLS WIRING MC EC EC 1 -3, 19, 22, 24 POWER WIRING EC EC EC 1 -3, 19, 22, 24 CONDENSATE TRAP MC PC 1-3, 24, 27 1-3, 22-23 CONDENSATE PIPING (IF APPLICABLE) PC PC 1-3, 22 1-3, 22-23 DUCT -MOUNTED SMOKE DETECTOR MC MC EC 27 1-3, 22, 24 GENERAL EXHAUST SYSTEMS PC PC 1-3, 23, 27 POWER WIRING EXHAUST FANS MC MC 1-3, 24, 27 1-3, 17, 22 ROOF CURBS MC MC 1-3, 23, 24, 27 FRYERS 1-3, 22 CONTROLS (WHERE APPLICABLE) MC EC EC GAS PIPING (IF APPLICABLE) 1-3, 22, 24 POWER WIRING EC EC EC POWER WIRING 1-3, 22, 24 TEMPERATURE CONTROLS EC 1-3, 24, 27 3 -COMPARTMENT SINK KES THERMOSTATS & SUBBASES MC MC EC FAUCETS AND PRE -RINSE SPRAYER 1-3, 22, 24 REMOTE SENSORS (RH AND/OR TEMPERATURE) MC MC EC WATER SUPPLY PIPING 1-3, 22, 24 CONTROLS WIRING (WHERE APPLICABLE) MC EC EC SANITARY DRAIN PIPING 1-3, 22, 24 POWER WIRING EC EC EC HAND SINKS 1-3, 22, 24 DUCTWORK AND ACCESSORIES 1-3, 23, 27 FAUCET PC GALVANIZED SHEET METAL DUCTWORK MC MC 23, 27 WATER SUPPLY PIPING 1-3, 22 EXTERNAL INSULATION MC MC 23, 27 SANITARY DRAIN PIPING 1-3, 22 INTERNAL INSULATION (IF APPLICABLE) MC MC 23, 27 VEGETABLE SINK 1-3, 22 WEATHERPROOFING (IF APPLICABLE) MC MC 23, 27 FAUCET 1-3, 22 SPIN -IN COLLARS MC MC 23, 27 WATER SUPPLY PIPING 1-3, 22 FLEXIBLE DUCTWORK MC MC 23, 27 SANITARY DRAIN PIPING 1-3, 22 VOLUME/BALANCING DAMPERS MC MC 23, 27 WASHING MACHINE 1-3, 22 FIRE DAMPERS (IF APPLICABLE) MC MC 23, 27 WATER SUPPLY PIPING 1 -3, 22 FIRESTOPPING (IF APPLICABLE) MC MC i i 1-3, 22 AIR DEVICES AND ACCESSORIES MC MC MC 1 1-3, 7, 22, 28 PLUMBING SYSTEMS 1-3, 23, 27 WATER SUPPLY PIPING PC WATER HEATERS PC PC PC 1-3, 11-12, 23 HOT AND COLD WATER PIPE PC PC PC MISCELLANEOUS ITEMS 1-3, 23 VENTS AND INTAKES PC PC PC FIRE SPINKLER SYSTEMS 1-3, 23 THERMOSTATIC MIXING VALVE PC PC PC HVAC EQUIPMENT START-UP 1-3, 23 POWER AND CONTROL WIRING EC EC EC TEST, ADJUST AND BALANCE HVAC SYSTEMS 1-3, 23-24 KITCHEN EXHAUST SYSTEMS 1-3, 22 DOOR GRILLES (IF APPLICABLE) MC McDONALD'S BACKSHELF EXHAUST HOODS KES KEI 20, 22 1-3, 6, 22, 27 CANOPY EXHAUST HOODS (IF APPLICABLE) KES KEI 20-24 1-3, 6, 22, 27 BLACK IRON DUCTWORK KES KEI 23, 27 CO2 DETECTION SYSTEM 1-3, 6, 22 STAINLESS STEEL DUCTWORK (IF APPLICABLE) KES KEI 22, 27 1-3, 6, 22 ALUMINUM DUCTWORK (IF APPLICABLE) KES KEI 1-3, 6, 22 UL LISTED DUCT WRAP MC MC 1-3, 6, 22 FIRE -RATED DUCT ENCLOSURE (IF APPLICABLE) GC GC 1-3, 6, 20, 22 EXHAUST FANS MC MC 1-3, 6, 17, 22 ROOF CURBS MC MC 1-3, 6, 20, 22 CURB EXTENSIONS MC MC 1-3, 6, 22 CONTROLS (WHERE APPLICABLE) EC EC EC 1-3, 6, 22, 24 POWER WIRING EC EC EC 1 -3, 6, 22, 24 FIRE SUPPRESSION SYSTEM KES KES KES 1-3, 16, 22, 27 COOLER/FREEZER KES GC TEMP. MODEL SETTING LISTING SERVES 1-3, 27 EVAPORATOR COILS KES MC O 1-3, 27 CONDENSATE PIPING PC PC PC 1 -3, 23, 27 REMOTE CONDENSING UNIT (MAC) KES MC 0ly0 1-3, 22, 27 ROOF CURBS MC MC 3 U) 1-3, 22 REFRIGERANT PIPING KES MC MC 1-3, 22, 27 POWER WIRING EC EC EC 1-3, 22, 24, 27 CONTROL WIRING EC EC EC 1-3, 24, 27 PIPE PORTALS MC MC 1-3, 22 ICE MACHINES KES KEI F c�c 1-3, 27 WATER SUPPLY PIPING KES KEI BSI 1-3, 27 REMOTE CONDENSING UNITS KES MC U 1-3, 22, 27 ROOF CURBS MC MC coIUrnt 1-3, 22, 27 REFRIGERANT PIPING KES MC MC 1-3, 22, 27 POWER WIRING EC EC EC 1-3, 22, 24, 27 CONTROL WIRING KES EC EC 1-3, 24, 27 PIPE PORTALS MC MC 1-3, 22 GRILLS KES KES 1-3, 27 GAS PIPING (IF APPLICABLE) PC PC PC 1-3, 23, 27 POWER WIRING EC EC EC 1-3, 24, 27 CONTROL CABLE (6' CLAMSHELL ONLY) MC EC EC 1-3, 23, 24, 27 FRYERS KES KES 1-3, 27 GAS PIPING (IF APPLICABLE) PC PC PC 1-3, 23, 27 POWER WIRING EC EC EC 1-3, 24, 27 3 -COMPARTMENT SINK KES KES 1-3, 12, 27 FAUCETS AND PRE -RINSE SPRAYER KES KES 1-3, 27 WATER SUPPLY PIPING PC PC PC 1-3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 HAND SINKS PC PC 1-3, 23, 27 FAUCET PC PC 1-3, 23, 27 WATER SUPPLY PIPING PC PC PC 1-3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 VEGETABLE SINK KES KES 1-3, 23, 27 FAUCET KES KES 1-3, 23, 27 WATER SUPPLY PIPING PC PC PC 1-3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 WASHING MACHINE KES KES 1-3, 23, 27 WATER SUPPLY PIPING PC PC PC 1-3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 WARE WASHER KES KES 1-3, 23, 27 WATER SUPPLY PIPING PC PC PC 1-3, 23, 27 SANITARY DRAIN PIPING PC PC PC 1-3, 23, 27 MISCELLANEOUS ITEMS FIRE SPINKLER SYSTEMS FPC FPC FPC 1-3, 15, 25 HVAC EQUIPMENT START-UP TAB 1-3, 22 TEST, ADJUST AND BALANCE HVAC SYSTEMS TAB 1-3, 22 DOOR GRILLES (IF APPLICABLE) MC GC 1-3, 20, 22 ROOF/WALL OPENINGS GC 1-3, 20-24 APPLIANCE BACKFLOW PREVENTION KES/BSI PC PC 1-3, 23, 27 CO2 DETECTION SYSTEM MC EC EC 1-3, 22, 27 NOTES: 1. THIS SCHEDULE IS INTENDED AS A GUIDE FOR THE WORK TO BE PERFORMED. ALL WORK SHALL BE COORDINATED BETWEEN THE McDONALD'S AREA CONSTRUCTION MANAGER AND ALL GC AND 0/0 SUBCONTRACTORS. 2. ONE (1) COPY OF THE DECOR PACKAGE DRAWINGS SHALL BE SUPPLIED TO THE GENERAL CONTRACTOR AND EACH OF THE SUBCONTRACTORS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS TO INSURE THAT THEY HAVE RECEIVED THE DECOR PACKAGE DRAWINGS. 3. FOR ANY WORK NOT CLARIFIED IN THIS SCHEDULE OR IN THE NOTES AND SPECIFICATIONS, PLEASE CONSULT THE McDONALD'S AREA CONSTRUCTION MANAGER FOR SCOPE OF WORK. 4. ALL ROOFTOP UNIT EQUIPMENT SUPPLIED BY THE MECHANICAL CONTRACTOR AND THE KITCHEN EQUIPMENT SUPPLIER SHALL BE ON SITE AT THE SAME TIME FOR A SINGLE CRANE LIFT. EQUIPMENT SITE ARRIVAL DATE SHALL BE COORDINATED BETWEEN THE AREA CONSTRUCTION MANAGER, MECHANICAL CONTRACTOR AND KITCHEN EQUIPMENT SUPPLIER. 5. WHERE GYPSUM BOARD CEILINGS ARE INSTALLED, THE MECHANICAL CONTRACTOR SHALL SUPPLY DRYWALL MOUNTING FRAMES FOR LAY -IN TYPE DIFFUSERS AND FACE -ACCESSIBLE VOLUME DAMPERS TO FACILITATE AIR BALANCING. 6. ALL GAS PIPING FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP THROUGH PIPE PORTALS ON ROOF. 7. FIRE SPRINKLER DRAWINGS SHALL BE DESIGNED AND PERMITTED BY A FIRE PROTECTION CONTRACTOR OR LICENSED FIRE PROTECTION ENGINEER. 8. WHERE POSSIBLE, ALL ROOFTOP UNITS AND EXHAUST FANS ARE SUPPLIED WITH A FACTORY -INSTALLED DISCONNECT SWITCH. 9. ALL ELECTRICAL CONDUITS FOR ROOFTOP EQUIPMENT SHALL BE BROUGHT UP THROUGH PIPE PORTALS ON ROOF. 10. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 11. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 12. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 13. SEE PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION. 14. SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 15. SEE FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION. 16. SEE FIRE ALARM DRAWINGS FOR ADDITIONAL INFORMATION. 17. SEE KITCHEN DRAWINGS FOR ADDITIONAL INFORMATION. 18. SEE DECOR DRAWINGS FOR ADDITIONAL INFORMATION. z 0 o_ U w a OI awl Lod VALVE SCHEDULE MANUFACTURER TEMP. MODEL SETTING LISTING SERVES WATTS LFMMV 110-F ASSE 1017,1069,1070 CHEMICAL SYSTEM MIXING WATTS LFMMV 1OTF ASSE 1017,1069,1070 LAVS & HAND SINKS MIXING c c O Lo 00 WHO 0 0 0 NIBCO S-FP-60OA-LF - - RESTROOM SHUT-OFF M 00 3 W z 0 o_ U w a OI awl Lod J d d O-6 Q O 0 o o m o N m o = O 20.UaL+ J 0 N N 4 O 2 0 N' U L-0 J o cO m 3 2� w oaoNa O U c N "0' N N 0 co E '^ cm '' V/ ��$c�sm O C O 0._ O C U C UL 3 O0 OO (AllLC OU 4 d O 0 3c'_y E U/ c U UC XU c 0N UC, N L N c U mO J~ C N p 0 UQ0'm U� w N 'y O C N O O �U � i+ N c v O 421 !n `w ow U C � O U N OL dy TE „ o o . - ' O V O O 2U mm o 0 0 O o'30oOOO O p � 0 d O a o m m a w o o N 0 o m 0 m 0 c c O Lo 00 WHO 0 0 0 a N o M 00 3 W W 0 x 0ly0 oo I)P E Lv LU) o i 3 U) 00 co 0-5 r o U N ro Q N co � Q o a � Ld � o w F o rn O Orn O o rn Lo z; m F c�c cm 0 z 00 M z I o F G O U o 00 E 00 a U N � c SCHEDULES AND DETAILS coIUrnt a J d d O-6 Q O 0 o o m o N m o = O 20.UaL+ J 0 N N 4 O 2 0 N' U L-0 J o cO m 3 2� w oaoNa O U c N "0' N N 0 co E '^ cm '' V/ ��$c�sm O C O 0._ O C U C UL 3 O0 OO (AllLC OU 4 d O 0 3c'_y E U/ c U UC XU c 0N UC, N L N c U mO J~ C N p 0 UQ0'm U� w N 'y O C N O O �U � i+ N c v O 421 !n `w ow U C � O U N OL dy TE „ o o . - ' O V O O 2U mm o 0 0 O o'30oOOO O p � 0 d O a o m m a O w o o m E o m 0 U m 0 N O j3� WHO 0 N� CD o m N r 3 W W 0 x 0ly0 o� Lv o04 7 mD m N ro N _ O O_ J Lv m F - x Lv 0 co N ro o a � Ld � w F o rn O U O o rn Cl_U F_ 0 F c�c U w - I o F G O N O 005-0319.00.0 z P0.1 SCHEDULES AND DETAILS I I I I I I I I URS PROJECT No. 60483275 NOTES: I I - 1. I I I I I I I I L — — — — — — — — J \/ mss / / / i / / MO \ c� / / / I/ / / 2 P1.0 / NOT TO SCALE CONNECT EXISTING VENT & SANITARY EXISTING VENT AND SANITARY PIPING PIPING LOCATION IN FIELD. PROVIDE TRAPS FOR ALL PLUMBING DRAINS. SEE DRAWING P0.1 FOR NEW HAND PIPING TO VERIFY EXACT FIXTURES AND SINK/LAV. z 0 o_ Fy 0 V) W 0 W H Q W 0_ W H Q J N� O m E O Q O C r O Lo 00 N 4 O a00 N M CD o c ' - 00 OP E L O (n :3 U) 00 M O o Q O U C o d M rn Q U c`'o,0 ch x O N O C � oLo o C � O 3 U) E � U 0 O C U 0 X O O 0 U C 0 L N m aN. N zz 00 M Z3 5 U 0) ED E 00 5Z a U N � c OL0 TE coIUrnt O U O 2 0 a w p •3 O O O O O O J m d d O� m E j 0 N C N Q O N O N O V) m o = o J N 4 U 0 a 0 2 0 N . V 20 J CD o 3� Q 0 035-2 oa a0a O W D04 U N N "O' N 0.0 to �/� `m m E `-' °''o V/ O U C o d O C O O, O OC 3 U U C 0 C L C O — O 060.00 3 N O C o C � O 3 U) E � U 0 O C U 0 X O O 0 U C 0 L N U C U L N ` m J~ C w O O 0 w N O'y O C w,2 421 N C O U C O U N OL0 TE 0 3 y 0 1,2 O U O 2 0 u O 0H w p •3 O O O O O O O p 03 0 N O O U_ U 0.2 a om m � a-000� a O W x w I Ld C( O U 7 Z w o o m E o m 0 U m 2 0 N O w U w0 0 N CD o 3� Q u r 3 W_> V � W 00 ON W D04 D Q O m N 3 O W x w I Ld C( O U 7 Z O O F 2 c 6' o O U I O N O 005-0319.00.0 z P1.0 'WASTE AND VENT PIPING P1.2/ SCALE: 1/4" = 1'-0" URS PROJECT No. 60483275 / / ,�A / DOMESTIC WATER ISOMETRIC NOTES: 1. VERIFY EXACT PIPING LOCATION IN FIELD. 2. MIXING VALVE LOCATIONS SHOWN FOR INFORMATIONAL PURPOSES. SEE DETAIL 2 ON DRAWING P0.1 FOR MIXING VALVE INSTALLATION DETAILS. z 0 o_ Fy 0 V) W 0 W H Q W 0_ W H Q J N� O m E O Q O C r O Lo 00 �20.0O�UaL+ O l �O O a N M CO CDo co ' 0�3M-0a� 00 OP E L O (n U) 00 M O o Q V/ 0 M rn Q Uc`'rRo$ U C L O x O O O C M 0Lo C Ca 0 E U C E,w O C U 0 X 1 O O O V C O t O m aN. N zz 00 M Z3 5 W � U 0) ED E 00 5Z a U N � c O3L dy TE coIUrnt 0 O O 2U a 0 '; O'3w U w _ � p 0 O o O p 0 J m O d 0� m E j 0 N C N Q O N 0 0 N 0 V) m o = p � J �20.0O�UaL+ O l �O N 0, a p5 J 2 0 N {� 2 0� CDo 3� 0 0�3M-0a� oa a0a �� O O �' U N N "O' O 00 to �/� `m m E `-' °''o V/ ��ocL O C O O, p C O U U C L O — 0 o O — U p 0 O O C N C Ca 0 E U C E,w O C U 0 X 1 O O O V C O t O O C U L N ` m O J~ C O p 0 Q UQo-w U� W � O C N O �U a+ O O_ D'y C o 421 N C O U C OU O N O3L dy TE p 0 O O 2U F_ 6=0 0 '; O'3w U w _ � p 0 O o O p 0 U w 3 N O O 0' O O O> V) O U_O U a 0,0 O H a 3 0 0 0 a 005-0319.00.0 w o o m E o m 0 U m 0 N O w 0 N� CDo 3� owl 3 wV w00 m �� O rn 04 �' 04D x O 7 m w N 0 J Ld m x w 0 co N Q W � w F o 0 N p 0 o F_ 6=0 0 F c�c U w - F I p F G O N O 005-0319.00.0 z P1.2 x 0 DOMESTIC WATER 1. THE ELECTRICAL CONTRACTOR (E.C.) SHALL PROVIDE ALL LABOR AND MATERIALS NECESSARY FOR A COMPLETE AND FULLY OPERATIONAL ELECTRICAL SYSTEM/INSTALLATION. 2. MATERIALS AND INSTALLATION SHALL COMPLY WITH ALL CODES, LAWS AND ORDINANCES OF FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION. 3. ALL MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U.L., ETL, CSA, OR ANOTHER RECOGNIZED TESTING LABORATORY. 4. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF ALL ELECTRICAL WORK. 5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES, UTILITY COMPANIES, AND LOCAL CODE OFFICIALS, SHOP DRAWINGS AND/OR INSTALLATION DETAILS WHICH ARE REQUIRED BY THESE AGENCIES FOR THEIR APPROVAL. 6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, ENGINEER AND PROJECT MANAGER IN WRITING OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS ORDINANCES, RULES OR REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION. 7. THE CONTRACTOR SHALL PREPARE AND SUBMIT TO THE FIRE PREVENTION BUREAU ALL DOCUMENTS, INCLUDING DRAWINGS AND SUBMITTALS, REQUIRED TO OBTAIN APPROVAL OF THE EMERGENCY LIGHTING, LIFE SAFETY, AND EXIT SIGN SYSTEM(S) FOR TYPES AND LOCATIONS. A COPY OF THE APPROVED DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT AND ENGINEER PRIOR TO THE START OF CONSTRUCTION. S. ALL NEW ELECTRICAL WORK OR MODIFICATIONS TO EXISTING ELECTRICAL DISTRIBUTION PANELS, PANELBOARDS, METERS, ETC SHALL BE INSTALLED AS INDICATED ON THE ELECTRICAL CONSTRUCTION DOCUMENTS. THE E.C. SHALL SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT TO BE INSTALLED INDICATING FLOOR PLAN LAYOUT, ELEVATIONS, AND ALL DIMENSIONS FOR APPROVAL OF THE ENGINEER PRIOR TO INSTALLATION. CODE REQUIRED CLEARANCES IN FRONT OF AL ELECTRICAL EQUIPMENT SHALL BE MAINTAINED AT ALL TIMES. 9. THE CONTRACTOR SHALL INCLUDE IN BID AN ALLOWANCE FOR THE FOLLOWING ADDITIONAL LIFE SAFETY DEVICES, INCLUDING INSTALLATION AND AL CONDUIT AND WIRE, FOR ADDITIONAL DEVICES AS MAY BE REQUIRED BY THE REVIEW OF THE AUTHORITY HAVING JURISDICTION. (2) EXIT SIGN FIXTURES (2) EMERGENCY LIGHTING FIXTURES CONTRACTOR SHALL PROVIDE A UNIT PRICE FOR EACH QUANTITY ADJUSTMENT 10. THE CONTRACTOR SHALL INCLUDE IN BID ELECTRICAL UNIT PRICES (EUP) TO PROVIDE ADDITIONAL LIFE SAFETY DEVICES WITHIN FINISHED CEILING SYSTEMS, INCLUDING ALL CONDUIT AND WIRE, FOR EACH TYPE OF DEVICE AS SCHEDULED IN NOTE NUMBER 9. THE UNIT PRICE SHALL INCLUDE ALL GENERAL CONTRACTOR ASSOCIATED COSTS TO INSTALL DEVICES WITHIN INSTALLED CEILING SYSTEMS. 11. THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, MAKE A SCHEDULED ARRANGEMENT WITH THE PROJECT MANAGER TO VISIT THE SITE, AND THOROUGHLY BECOME FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. 12. THE CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND WIRING FOR THE PERFORMANCE OF ALL TRADES, FOR THE ENTIRE PERIOD OF CONSTRUCTION AND SHALL REMOVE ALL TEMPORARY WIRING AT THE COMPLETION OF CONSTRUCTION. ALL COSTS FOR ESTABLISHING AND REMOVING TEMPORARY POWER SHALL BE INCLUDED IN BID. 13. THE EXISTING POWER, SIGNAL AND COMMUNICATIONS SYSTEMS ARE TO REMAIN IN SERVICE TO PROVIDE FOR THE OWNER'S EXISTING FUNCTIONS. SHOULD IT BECOME NECESSARY TO SHUT -DOWN ANY SYSTEM OR PORTION OF A SYSTEM, APPROVAL IN WRITING MUST BE OBTAINED FROM THE PROJECT MANAGER AND SHALL BE ONLY FOR THE PERIOD AND TIME AGREED UPON. THE BID IS TO INCLUDE THE COST OF ANY TEMPORARY WIRING AND PREMIUM TIME REQUIRED FOR THE SHUTDOWN. 14. ALL MATERIALS AND EQUIPMENT SHALL BE ERECTED, INSTALLED, TOOLED, CONNECTED, CLEANED, ADJUSTED, TESTED, CONDITIONED AND PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. 15. ALL CUTTING, DRILLING AND PATCHING OF MASONRY, DRYWALL, CONCRETE, STEEL OR IRON WORK BELONGING TO THE BUILDING SHALL BE DONE BY THIS CONTRACTOR IN ORDER THAT WORK MAY BE PROPERLY INSTALLED. UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT AT THE DIRECTION OF THE ARCHITECT/ENGINEER OR THEIR REPRESENTATIVE. 16. SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND REVIEW THE EQUIPMENT. SUBMITTALS SHALL BE IN LOGICAL GROUPS (FOR EXAMPLE ALL LIGHTING FIXTURES). PARTIAL SUBMITTALS WILL NOT BE REVIEWED. 17. SUBMIT FOUR (4) COPIES OF THE FOLLOWING SHOP DRAWINGS FOR REVIEW: A. LIGHTING FIXTURES AND LAMPS B. WIRING DEVICES C. LOW VOLTAGE RELAYS AND SWITCHES D. DIMMERS AND CONTROLS 18. CONTRACTOR SHALL PROVIDE "AS -BUILT" DOCUMENTATION AND HARD COPY REPRODUCIBLE DRAWINGS AT THE COMPLETION OF THE PROJECT AND SUBMIT TOT HE ARCHITECT AND THE ENGINEER. AS -BUILT DRAWINGS SHALL INDICATE EXACT CIRCUIT NUMBERS, LOCATIONS OF ALL DEVICES, CEILING FIXTURES AND RACEWAY FOR LIGHTING, TELECOMMUNICATIONS AND POWER DISTRIBUTION SYSTEMS AS INSTALLED. 19. ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW AND OF COMMERCIAL GRADE UNLESS SPECIFICALLY INDICATED TO BE REUSED ON DRAWINGS. 20. EXCEPT AS NOTED OTHERWISE, ALL WORK REQUIRED FOR THE ELECTRICAL INSTALLATION AS SHOWN ON DRAWINGS SHALL INCLUDE ALL LABOR, INSTALLATION METHODS, EQUIPMENT AND MATERIALS AND SHALL BE IN STRICT COMPLIANCE WITH ALL BUILDING STANDARDS. 21. PROVIDE A COMPLETE METAL RACEWAY SYSTEM, FITTINGS AND ENCLOSURES FOR ALL ELECTRICAL WIRING SYSTEMS TO BE INSTALLED FOR THE PROJECT. SYSTEMS SHALL INCLUDE, BUT NOT BE LIMITED TO, POWER, COMMUNICATIONS, SECURITY, PAGING, TEMPERATURE CONTROL AND CONTROLS. 22. FLEXIBLE CONDUIT CONNECTIONS TO RECESSED LIGHTING FIXTURES SHALL BE MADE WITH FLEXIBLE STEEL CONDUIT, 1/2 INCH MINIMUM, INCLUDING AN INSULATED COPPER GREEN EQUIPMENT GROUNDING CONDUCTOR OR SHALL BE MADE WITH METAL CLAD TYPE CABLE. 23. WIRE NUMBER 8 AND SMALLER FOR USE IN INTERIOR DRY LOCATIONS SHALL BE TYPE THWN THERMOPLASTIC 600 VOLT INSULATED COPPER CONDUCTORS. FEEDERS AND POWER WIRING NUMBER 6 AND LARGER SHALL BE TYPE THW 600 VOLT INSULATED COPPER. WIRE WHICH IS INSTALLED IN RACEWAYS IN MOIST OR DAMP LOCATIONS SHALL BE THW, 600 VOLT INSULATED COPPER CONDUCTORS. NO WIRE SMALLER THAN NUMBER 12 AWG SHALL BE USED FOR LIGHTING OR POWER. 24. BRANCH CIRCUIT HOMERUN WIRING A. GENERAL PURPOSE BRANCH CIRCUIT HOMERUNS CONSISTING OF TWO NETWORKS SHALL HAVE PHASE, NEUTRAL AND GROUND CONDUCTORS INCREASED TO NUMBER 10 AWG, THWN AS A MINIMUM. WHERE HOMERUN (ONE OR MORE NETWORKS) EXCEEDS 100 LINEAR FEET, CONDUCTOR SIZE SHALL BE INCREASED ONE TRADE SIZE. B. ALL BRANCH CIRCUITS, FEEDERS AND HOMERUNS SHALL BE PROVIDED WITH AN INSULATED COPPER GREEN GROUNDING CONDUCTOR ROUTED IN THE SAME CONDUIT. GROUNDING CONDUCTOR SHALL BE SIZED PER THE REQUIREMENTS OF NEC SECTION 250. C. HOMERUN LENGTH SHALL BEGIN AT THE CENTRAL POINT OF ALL DISTRIBUTED CIRCUITS TO THE PANELBOARD CIRCUIT BREAKER. 25. ALL NEW CIRCUIT BREAKERS FOR EXISTING PANELBOARDS AND DISTRIBUTION PANELBOARDS SHALL MATCH EXISTING BUILDING PANELBOARD MANUFACTURER AND CIRCUIT BREAKER TYPE. ALL CIRCUIT BREAKERS SHALL BE BOLT ON TYPE. AIC RATING OF NEW CIRCUIT BREAKER SHALL MATCH AIC RATING OF PANELBOARD IN WHICH IT IS INSTALLED. WHERE SERIES RATED TYPE CIRCUIT BREAKERS ARE USED NEW CIRCUIT BREAKERS SHALL BE INSTALLED SO AS TO MAINTAIN THE UL SERIES RATING OF THE ENTIRE SYSTEM. THE CONTRACTOR SHALL PROVIDE A NEW TYPEWRITTEN PANEL DIRECTORY FOR EACH PANEL CHANGED AT THE COMPLETION OF THE PROJECT. EACH CIRCUIT BREAKER SHALL BE LABELED TO IDENTIFY LOAD TYPE AND LOCATION. 26. THE CONTRACTOR SHALL VERIFY THE CEILING CONSTRUCTION TYPE WITH ARCHITECTURAL DETAILS BEFORE ORDERING LIGHTING FIXTURES IN ORDER TO CONFIRM PROPER MOUNTING. 27. EACH SWITCH, LIGHT, RECEPTACLE OR OTHER MISCELLANEOUS DEVICE SHALL BE PROVIDED WITH A GALVANIZED OR SHERARDIZED PRESSED STEEL OUTLET BOX OF THE KNOCKOUT TYPE, OF NOT LESS THAN NUMBER 14 U.S. GAUGE STEEL. CONDUITS SHALL BE FASTENED WITH LOCKNUTS AND BUSHINGS AND ALL UNUSED KNOCKOUTS SHALL BE LEFT SEALED. THERE SHALL BE SUFFICIENT ROOM FOR WIRES AND BUSHINGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED. BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED. 28. IN SUSPENDED CEILINGS, SUPPORT CONDUITS AND JUNCTION BOXES DIRECTLY FROM THE STRUCTURAL SYSTEM, DECK OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SUPPORT WIRES OR SPLINE UNLESS THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE AND APPROVAL HAS BEEN GRANTED BY THE ARCHITECT AND THE ENGINEER. 29. E.C. SHALL PROVIDE "3M" FIRESEAL SYSTEMS FOR ALL CORES AND RACEWAY PENETRATIONS IN FIRE RATED WALLS, PARTITIONS, CEILING PENETRATIONS, ETC. USING "CP -25" CAULK, "303" PUTTY AND/OR TLAMESEAL" PUTTY AS PER MANUFACTURER'S INSTRUCTIONS TO MAINTAIN EXISTING AND NEW FIRE RATINGS. VERIFY FIRE RATING CONDITIONS AND LOCATIONS PRIOR TO FINAL BIDS. ALL OPEN LEEVE PENETRATIONS SHALL BE FIRESELAED INSIDE AND OUTSIDE BY E.C. AFTER ALL CABLING IS COMPLETELY INSTALLED. SEALING METHODS SHALL BE PROVIDED BY E.C. AND SHALL BE SUBJECT TO THE APPROVAL OF THE CABLING CONTRACTOR. 30. NUMBERED CIRCUITS SHOWN ON PLAN ARE FOR THE CONVEYANCE OF DESIGN INTENT ONLY. ACTUAL FIELD CONDITIONS WILL AFFECT CIRCUITRY. INDICATE THE ACTUAL CIRCUIT NUMBERS INSTALLED ON THE "AS -BUILT" DRAWINGS. 31. BUILDING STANDARDS A. ALL NEW CONDUIT RACEWAYS AND BOXES FOR ALL SYSTEMS SHALL BE INSTALLED TIGHT -UP TO THE BOTTOM OF THE STRUCTURAL BEAMS WHERE REQUIRED AND PROPERLY SUPPORTED FROM STRUCTURAL MEMBERS. B. ALL NEW CONDUIT RUNS SHALL BE INSTALLED ABOVE AND OVER THE TOP OF ALL NEW AND/OR EXISTING DUCTWORK, PIPING, CONDUITS, PULLBOXES, ETC. E.C. SHALL PROVIDE ALL NECESSARY ACCESSIBLE PULLBOXES. CONDUIT BENDS SHALL NOT EXCEED CODE REQUIREMENTS WITHIN A SINGLE RUN. E.C. SHALL PROVIDE ALL PULLBOXES AS REQUIRED. C. NEW CONDUIT RUNS OR PULLBOXES SHALL NOT BE INSTALLED LESS THAN 2 INCHES ABOVE RECESSED LIGHTING FIXTURES UNLESS APPROVED BY THE ENGINEER. D. NEW CONDUIT RUNS OR PULLBOXES SHALL NOT BLOCK OR PREVENT FULL AND COMPLETE ACCESS AND OPERATION OF NEW OR EXISTING HVAC EQUIPMENT, ACCESS DOORS, PIPING VALVES, JUNCTION BOXES, DUCT HEATERS, MAIN SUPPLY AND RETURN AIR DUCTS, PULLBOXES, CLEANOUTS, ETC. E. NEW CONDUIT AND PULLBOXES TO BE INSTALLED BELOW NEW OR EXISTING DUCTWORK SHALL BE MOUNTED TIGHT UP TO BOTTOM OF DUCT WITH 90 DEGREE BENDS UP SIDEWALL OF DUCT TO MEET REQUIREMENTS OF LETTER C ABOVE. SUPPORTS SHALL NOT PENETRATE DUCTWORK AND SHALL BE INDEPENDENT OF ALL DUCTWORK SUPPORTS. DIRECT CONTACT OF CONDUIT RACEWAY SYSTEMS WITH DUCTWORK OR PIPING SHALL BE PROVIDED WITH VIBRATION SEPARATION METHOD APPROVED BY THE ENGINEER. URS PROJECT No. 60483275 F. NEW CONDUIT AND BOXES TO BE INSTALLED WITHIN ALL EXISTING FINISHED BUILDING DRYWALL, FURRED BUILDING WALLS, PARTITIONS AND COLUMNS SHALL BE INSTALLED WITH EMT AND FLEXIBLE RACEWAYS NOT MORE THAN 6'-0" LONG. E.C. SHALL INCLUDE ALL COSTS FOR DRYWALL ACCESS, CUTTING, PATCHING, PAINTING, ETC. IN BIDS FOR SUCH CONDITIONS. FIELD VERIFY ALL LOCATIONS ON SITE PRIOR TO FINAL BIDS. EXCEPTIONS DURING BIDS SHALL BE SUBMITTED IN WRITING. G. THE G.C. AND SUBCONTRACTORS SHALL BE HELD RESPONSIBLE TO HAVE EXAMINED THE CONSTRUCTION SITE WITH RESPECT TO CONSTRUCTION DRAWINGS, ACTUAL FIELD CONDITIONS, DOOR FRAME HEIGHTS, PIPING OBSTRUCTIONS, DUCTWORK HEIGHTS AND LEVELS, FLOOR LEVELS, CEILING HEIGHTS, ETC. PRIOR TO FINAL BIDS. H. ALL NEW BUILDING STANDARD EQUIPMENT, DEVICES AND MATERIALS SHALL BE EQUAL TO OR GREATER IN QUALITY TO EXISTING APPROVED BUILDING STANDARD MATERIALS PRESENTLY INSTALLED IN BUILDING. EQUIPMENT, DEVICES AND MATERIALS SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT, PROJECT MANAGER AND ENGINEER. I. ALL EMERGENCY AND EXIT SIGN JUNCTION BOXES SHALL BE PAINTED RED. PANEL TAG AND CIRCUIT NUMBER FOR ALL WIRING WITHIN JUNCTION BOX SHALL BE INDICATED ON COVER. J. ALL JUNCTION BOXES SERVING LIGHTING AND POWER SHALL HAVE CIRCUIT NUMBERS AND PANEL TAGS FOR ALL WIRING WITHIN JUNCTION BOX INDICATED ON COVERS. 33. A NEW PANELBOARD COPPER GROUND BUS SHALL BE INSTALLED FOR EQUIPMENT GROUNDING REQUIREMENTS FOR ALL PANELBOARDS LACKING A GROUND BUS. 34. PERFORM ALL WORK OF A DEMOLITION NATURE THAT MAY BE REQUIRED OR NECESSARY FOR THE FULL AND COMPLETE EXECUTION OF THE WORK, WHETHER EXPLICITLY SHOWN AND/OR SPECIFIED OR NOT. EXACT EXTENT OF DEMOLITION WILL NOT BE FULLY INDICATED BY DRAWINGS. DETERMINE THE NATURE AND EXTENT OF DEMOLITION THAT WILL BE NECESSARY BY COMPARING THE CONTRACT DOCUMENTS WITH ARCHITECTURAL AND DEMOLITION DRAWINGS TO EXISTING CONDITIONS. ELECTRICAL EQUIPMENT WHICH WILL NOT BE REUSED SHALL BE TURNED OVER TO THE OWNER OR REMOVED FROM THE PREMISES AS DETERMINED BY THE PROJECT MANAGER. 35. ANY EXISTING ELECTRICAL MATERIAL AND EQUIPMENT WHICH INTERFERES WITH THE NEW ADDITION OR REMOVAL OF EXISTING WALLS SHALL BE REMOVED OR RELOCATED BY THE CONTRACTOR. VERIFY REMOVAL AND NEW LOCATION OF EQUIPMENT WITH THE PROJECT MANAGER AND THE ARCHITECT/ENGINEER PRIOR TO WORK. 36. VERIFY CLEARANCES FOR ALL NEW OR EXISTING RELOCATED ELECTRICAL WORK BEFORE PROCEEDING WITH CONSTRUCTION. COORDINATE USAGE OF AVAILABLE SPACE WITH ALL TRADES. IN THE EVENT OF CONFLICTS, NOTIFY THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK. 37. WHERE EXISTING CONDUIT IS SHOWN IN THE DRAWINGS, IT IS SHOWN DIAGRAMMATICALLY. THE EXACT ROUTING OF THE EXISTING CONDUIT SHALL BE DETERMINED ON THE JOB SITE BY THE CONTRACTOR. 38. ALL HANGER AND/OR ROD SUPPORT SYSTEMS SHALL BE SUPPORTED TO THE BOTTOM RIB OF THE METAL DECK, WHERE APPLICABLE. 39. PROVIDE A WRITTEN GUARANTEE THAT THE ELECTRICAL INSTALLATION IS FREE FROM MECHANICAL AND ELECTRICAL DEFECTS. CONTRACTOR AT THEIR COST SHALL REPLACE AND/OR REPAIR, TO THE SATISFACTION OF THE OWNER AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, ANY PARTS OF THE INSTALLATION WHICH MAY FAIL WITHIN A PERIOD OF 12 MONTHS FROM CONSTRUCTION ACCEPTANCE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, PROVIDED THAT SUCH FAILURE IS DUE TO DEFECTS IN MATERIAL, WORKMANSHIP OR FAILURE TO FOLLOW THE SPECIFICATIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS AND/OR DRAWINGS. 40. CONTRACTOR SHALL PROVIDE ALL NECESSARY PROPERLY SIZED WALL OR MILLWORK MOUNTED BOXES, RINGS, SUPPORTS AND DEVICES AS REQUIRED VIA COORDINATION WITH ARCHITECTURAL WALL SECTIONS AND MILLWORK DETAILS. 41. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE DRAWINGS. WHERE MORE STRINGENT REQUIREMENTS THAN THOSE DESCRIBED HEREIN OR AS SET FORTH UNDER CODES, LAWS AND ORDINANCES OF FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION, THE MORE STRINGENT REQUIREMENT SHALL BE ADHERED TO. 42. ALL EMERGENCY LIGHTING FIXTURES AND EXIT SIGNS SHALL BE PROVIDED WITH A BATTERY INVERTER EMERGENCY TYPE BALLAST. EMERGENCY BALLAST SHALL BE A TWO LAMP TYPE OF 600-700 INITIAL LUMEN RATED (MINIMUM) TO ILLUMINATE FIXTURE IN THE EVENT OF A POWER FAILURE. BALLAST BATTERY SHALL MAINTAIN 87.5% OF THE NOMINAL BATTERY VOLTAGE AFTER 1.5 HOURS TO COMPLY WITH NEC SECTION 700 AND UL924. BALLAST SHALL BE AS MANUFACTURED BY BODINE, (MODEL B60 FOR T8 APPLICATIONS) SECURITY LIGHTING (MODEL UFO120 FOR COMPACT FLUORESCENT APPLICATIONS) OR AN APPROVED EQUAL TO MEET THE SPECIFICATIONS LISTED ABOVE. LED FIXTURES DENOTED AS EMERGENCY SHALL BE APPROVED WITH DUAL LITE LIGHTING INVERTER MODEL #LG1-T. INVERTER SHALL BE CAPABLE OF ILLUMINATING FIXTURE FOR 1.5 HOURS T COMPLY WITH NEC SECTION 700 AND UL924. E.C. SHALL NOT INSTALL MORE THAN FOUR FIXTURES TO EACH INVERTER. PROVIDE ADDITIONAL INVERTERS AS NECESSARY. 43. IDENTIFICATION OF ELECTRICAL ITEMS: A. PROVIDE PERMANENT IDENTIFICATION MARKING AND NAMEPLATES FOR ALL CONDUCTORS AND EACH ITEM OF ELECTRICAL APPARATUS AND ASSOCIATED CONTROLLED EQUIPMENT, WITH THE SAME INSCRIPTIONS AS SHOWN ON THE DRAWINGS. ALL IDENTIFICATION MARKINGS SHALL BE CLEARLY AND NEATLY APPLIED. B. APPLY ENGRAVED PLASTIC LAMINATE NAMEPLATES WITH NON -CORRODING TYPE SCREW FASTENERS OR RIVETS TO ALL MOTOR STARTERS, DISCONNECT SWITCHES, RELAYS, REMOTE CONTROL PANELS, PUSH BUTTON STATIONS, PANELBOARDS, SWITCHBOARDS, TRANSFORMERS AND OTHER ELECTRICAL APPARATUS. NAMEPLATES SHALL BE WHITE WITH BLACK CORE, 1 1/4" x 3" MINIMUM WITH 3/16" HIGH LETTERING. THE NAMEPLATE SHALL IDENTIFY NAME OF DEVICE OR LOAD THE DEVICE IS SERVING. C. PROVIDE A TYPEWRITTEN DIRECTORY OF CIRCUITS IN LIGHTING AND POWER PANELS AND PROVIDE PANEL IDENTIFICATION IN BLACK ALKYD PAINT STENCILED INSCRIPTIONS ON THE INSIDE OF THE DOOR, DIRECTLY ABOVE THE CENTERLINE OF THE DIRECTORY FRAME OR ON THE VERTICAL AND HORIZONTAL CENTERLINE OF DOORS WITHOUT DIRECTORY FRAMES. D. PROVIDE ON DEVICE PLATES FOR LOCAL TOGGLE SWITCHES, TOGGLE SWITCH MANUAL STARTERS, PILOT LIGHTS AND OTHER ELECTRICAL ITEMS, WHOSE FUNCTION IS NOT READILY APPARENT, ENGRAVED SUITABLE INSCRIPTIONS OR PLASTIC LAMINATE NAMEPLATES DESCRIBING THE EQUIPMENT CONTROLLED OR INDICATED. E. EMBOSSED SELF -ADHERING PLASTIC TAPE LABELS WILL NOT BE ACCEPTED. 44. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL EXISTING OR NEW NON -ACCESSIBLE SYSTEM DEVICES, PULLBOXES AND EQUIPMENT FOR RELOCATION TO ACCESSIBLE CEILING AREAS. E.C. SHALL INCLUDE ALL COMPLETE COSTS FOR RELOCATION AND VERIFY SUCH CONDITIONS WITH ARCHITECTURAL CEILING PLANS PRIOR TO FINAL BIDS. 45. EXISTING CONDITIONS OF ALL EXISTING BUILDING EQUIPMENT, DEVICES, FIXTURES AND SYSTEMS THAT REQUIRE REWIRING, REUSE, RELOCATION OR REFURBISHING AS PER DRAWINGS AND SPECIFICATIONS SHALL BE FIELD VERIFIED BY THE E.C. PRIOR TO COMMENCEMENT OF ANY WORK TO BE COMPLETELY OPERATIONAL. E.C. SHALL SUBMIT A WRITTEN STATEMENT AND ITEMIZED LISTING OF ALL EXISTING CONDITIONS OF THE FOLLOWING, ALTHOUGH NOT LIMITED TO THOSE LISTED: A. HVAC EQUIPMENT B. EXIT SIGNS AND EMERGENCY LIGHTING FIXTURES C. LIFE SAFETY/FIRE ALARM SYSTEM DEVICES D. LIGHTING AND RECEPTACLE DEVICES. THE WRITTEN STATEMENT SHALL BE SUBMITTED TO THE PROJECT MANAGER, ARCHITECT AND ENGINEER PRIOR TO WORK. IN THE EVENT THAT THE CONTRACTOR COMMENCES WORK WITHOUT SUBMITTAL, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND COST TO MAINTAIN THE ABOVE IN GOOD WORKING ORDER AND CONDITION. 46. E.C. SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL ELECTRICAL AND COMMUNICATIONS OUTLETS. ELECTRICAL ENGINEERING DRAWINGS SHALL BE USED FOR CIRCUITING INFORMATION ONLY. 47. E.C. SHALL REFER TO MECHANICAL AND PLUMBING ENGINEERING DRAWINGS FOR EXACT LOCATIONS OF ALL MECHANICAL AND PLUMBING EQUIPMENT. 48. FOR ELECTRICAL SITE PLAN INFORMATION, INCLUDING BUT NOT LIMITED TO RELOCATED SITE LIGHTING AND RELOCATED DRIVE-THRU ELECTRICAL EQUIPMENT, REFER TO DRAWING SP.1. 49. ALL ELECTRICAL MATERIAL ON THIS PROJECT SHALL BE "UL" LISTED AND LABELED. 50. APPROVED SWITCHBOARDS, PANEL & SPD SUPPLIERS: c,yy SPD:INTEGRAL: PANEL SAFE SERIES, 900 REGENCY DRIVE (208Y/12OV, 30) GLENDALE HEIGHTS, IL 60139 MCDONALDSORDERS.SEA®SIEMENS.COM TEL: (800)784-6059 OR (630) PHONE: (800) 624.3274 671.6304 FAX: (678) 297.7096 SPD INTEGRAL: I -LINE SERIES, 2349 W. LAKE ST, SUITE 200 (20BY/12OV, 30) ADDISON, IL 60101 INSTALLATION METHODS: M1. ALL ELECTRICAL MATERIAL USED ON THIS PROJECT SHALL BE "UL" LISTED AND LABELED. M2. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF GYP BOARD/PLYWOOD. THE EC SHALL MAKE NECESSARY DIMENSIONAL ALLOWANCES. ALL DIMENSIONS SHOWN ARE TO CENTER LINE OF OUTLET BOX AND/OR RECEPTACLE UNLESS NOTED OTHERWISE. M3. ALL J -BOXES, DCOs, AND OTHER ELECTRICAL DEVICES SHOWN SHALL BE RECESSED INTO A WALL, FLOOR OR CEILING UNLESS SPECIFICALLY NOTED OTHERWISE. M4. ALL RECEPTACLES (EXCEPT SPECIFIED HUBBELL PIN & SLEEVE TYPES) SHALL BE FURNISHED BY THE EC. THE RECEPTACLES INCLUDING PIN AND SLEEVE TYPE SHALL BE INSTALLED BY THE EC. M5. EC SHALL PROVIDE STAINLESS STEEL COVER PLATES ON ALL RECEPTACLES AND J -BOXES. ADDITIONALLY, EC SHALL PROVIDE ORANGE NYLON COVER PLATES MARKED "COMPUTER ONLY" ON ALL ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLES. PURCHASE PJ8CO (ONE DUPLEX) OR PJ82CO (TWO DUPLEX) FROM HUBBELL. M6. ROUGH -INS FOR OPTIONAL EQUIPMENT ARE SHOWN ON THESE SHEETS. EC SHALL VERIFY WITH McDONALD'S PROJECT MANAGER WHICH OPTIONAL EQUIPMENT IS TO BE INCLUDED AND INSTALL OPTIONAL ROUGH -INS AS REQUIRED. PRICING FOR OPTIONAL ROUGH -INS SHALL BE INCLUDED IN BID AND CALLED OUT AS OPTIONAL. M7. EC SHALL COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER, MECHANICAL CONTRACTOR AND GC FOR FINAL LOCATIONS AND CONNECTION REQUIREMENTS OF ALL EQUIPMENT PRIOR TO INSTALLATION OF ANY CONDUIT AND/OR STUB -UP LOCATIONS. M8. ALL HOLES IN THE FRONT COUNTER FOR THE POS CORDS AND CABLES SHALL BE LOCATED BY OWNER AND DRILLED BY GC. M9. ALL ELECTRICAL CONDUCTORS SHALL BE CONNECTED TO RECEPTACLES USING ONLY THE TERMINAL SCREWS. RECEPTACLE BACK WIRE/QUICK CONNECTIONS SHALL NOT BE USED. M10. GC SHALL NOT INSTALL CEILING TILE IN AREAS OF THE BEVERAGE BAR REFRIGERATION LINES AND EQUIPMENT PENETRATION LOCATIONS UNTIL THE LINES HAVE BEEN INSTALLED. THE CEILING TILE INSTALLER SHALL RETURN AND INSTALL THE TILES AFTER THE REFRIGERATION LINES HAVE BEEN INSTALLED AND TESTED. GROUNDING: G1. ALL BRANCH AND FEEDER CIRCUITS SHALL BE GROUNDED BY TWO METHODS. THE FIRST METHOD SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SAME CONDUIT AS THE PHASE CIRCUIT CONDUCTORS AND SIZED PER NEC SECTION 250 REQUIREMENTS. THIS INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL HAVE ONE END PROPERLY TERMINATED AT THE EQUIPMENT GROUND BUS IN THE CORRESPONDING CIRCUIT BREAKER PANEL, AND THE OTHER END TERMINATED AT THE GROUNDING CONTACT OF A GROUNDING RECEPTACLE AND TO THE JUNCTION BOX OR TO AN EQUIPMENT CABINET, AS APPLICABLE. THE SECOND METHOD PROVIDES EQUIPMENT GROUNDING VIA METALLIC CONDUIT THAT IS CONNECTED AND TERMINATED IN FITTINGS LISTED FOR GROUNDING PER NEC SECTION 250 REQUIREMENTS. BOTH GROUNDING METHODS ARE REQUIRED IN A MCDONALD'S RESTAURANT. ISOLATED GROUND SHALL BE INSTALLED WHERE INDICATED ON PLAN AND AS SHOWN IN POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL ON SHEET E1.1. G2. EC SHALL REFER TO "POS ISOLATED GROUND/DEDICATED CIRCUIT DETAIL, SHEET E1.1, FOR REQUIRED WIRING REQUIREMENTS OF COMPUTER PANEL CP. G3. METAL RACEWAYS CONTAINING A GROUNDING ELECTRODE CONDUCTOR SHALL BE BONDED AT BOTH ENDS AS REQUIRED BY NEC SECTION 250 REQUIREMENTS. CONDUIT AND WIRE: W1. THE FOLLOWING WIRING METHODS SHALL NOT BE USED: NON-METALLIC SHEATHED CABLE (ROMEX, NM, NMC, & NMS), ARMORED CABLE TYPE AC (BX), ELECTRICAL NON-METALLIC TUBING, TYPE ENT (SMURF-TUBE). W2. CONDUIT RUNS MAY BE COMBINED EXCEPT WHERE ISOLATED GROUNDS ARE USED. IG CIRCUITS SHALL BE RUN IN SEPARATE CONDUITS. ALL HOME RUNS SHALL BE SIZED BASED ON DERATED CONDUCTOR AMPACITIES AND INCREASE CONDUIT AND WIRE SIZE AS REQUIRED BY NEC SECTION 310 REQUIREMENTS. W3. CONDUIT SHALL HAVE A MAXIMUM OF 4 BENDS WITHOUT A JUNCTION BOX TO PREVENT DAMAGE TO CABLE DURING PULLING. THE EC SHALL PIGTAIL #12 PULL WIRE AT EACH END FOR INSTALLER TO PULL CABLE. ALL LOW VOLTAGE CONDUIT STUB -UPS SHALL BE PROVIDED WITH A BUSHING. W4. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. MINIMUM CONDUIT SIZE SHALL BE 1/2" UNLESS NOTED OTHERWISE. WIRES INSTALLED UNDERGROUND OR OUTDOORS SHALL BE THW. W5. CONDUCTORS #10 AWG AND SMALLER SHALL BE SOLID COPPER. CONDUCTORS #8 AND LARGER SHALL BE STRANDED COPPER. ALUMINUM CONDUCTORS SHALL NOT BE UTILIZED FOR FEEDER OR BRANCH CIRCUIT DISTRIBUTION. W6. RACEWAYS SHALL BE ANY OF THE FOLLOWING MATERIALS INSTALLED IN ACCORDANCE WITH ALL APPLICABLE CODES: OUTDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE W6) 1. EXPOSED: RMC, IMC. 2. CONCEALED: RMC, IMC. 3. BELOW GRADE, SINGLE RUN: RNC, RMC. 4. BELOW GRADE, GROUPED: RNC, RMC. 5. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR -DRIVEN EQUIPMENT): LFMC. 6. BOXES AND ENCLOSURES: NEMA 250, TYPE 3R OR 4. INDOORS: (FOR SPECIFIC APPLICATIONS AND APPROPRIATE FITTINGS, SEE TABLE W6) 1. EXPOSED: EMT, IMC. 2. CONCEALED: EMT, IMC. 3. CONNECTION TO VIBRATING EQUIPMENT (INCLUDING TRANSFORMERS AND HYDRAULIC, PNEUMATIC, ELECTRIC SOLENOID, OR MOTOR -DRIVEN EQUIPMENT): FMC; EXCEPT USE LFMC IN DAMP OR WET LOCATIONS. 4. DAMP OR WET LOCATIONS: RIGID STEEL CONDUIT. 5. BOXES AND ENCLOSURES: NEMA 250, TYPE 1, EXCEPT AS FOLLOWS: A. DAMP, WET OR KITCHEN LOCATIONS: NEMA 250, TYPE 4, STAINLESS STEEL. TABLE W& LOCATION 208V. 48OV. LOW ENERGY* EXPOSED INDOORS < 1" EMT COMPRESS. FIGS IMC THREADED FIGS EMT COMPR. FIGS h 7> O �amop >1.25" IMC THREADED FTGS N N OUTDOORS RMC OR IMC THREADED FTGS RMC OR IMC THREADED FIGS RMC OR IMC THREADED FIGS CONCEALED WALLS <2" EMT SET SCREW FTGS <2" EMT SET SCREW. FTGS >2.5" IMC EMT 00 Un >2.5" IMC THREADED FTGS THREADED FTGS 1/2"- 2" SET SCREW FTGS N O N M I- 2.5" - 4" COMPR. FTGS AIR HANDLING <2" EMT COMPR. FTGS 2" EMT COMPR. FTGS < >2.5" EMT COMPR. FTGS CEILING/SPACE >2.5" IMC THREADED. FTGS IMC THREADED. FTGS 0 NON AIR <2" EMT SET SCREW FTGS <2" EMT COMPR. FTGS >2.5" EMT HANDLING >2.5" IMC THREADED. FTGS IMC THREADED. FTGS 1/2" - 2" SET SCREW FTGS CEILING/SPACE N O we LO 2.5"- 4" COMPR. FTGS BELOW GRADE INTERIOR MC THREADED FTGS OR IMC THREADED FTGS IMC THREADED FTGS SCHEDULE O SCHEDULE 40 OR 80 PVC ED E00 40 OR 80 PVC EXTERIOR SCHEDULE 40 OR 80 PVC OR SCHEDULE 40 OR 80 PVC OR SCHEDULE 40 OR 80 PVC OR p RMC THREADED FTGS RMC THREADED FTGS RMC THREADED FTGS ELECTRICAL PANELS: E1. THE EC SHALL BE RESPONSIBLE FOR BALANCING THE LOADS ON ALL PANELS. E2. THE EC SHALL BE RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF ALL CIRCUIT BREAKERS. EACH PANEL SHALL BE PROVIDED WITH AN ACCURATE TYPEWRITTEN CIRCUIT DIRECTORY AT THE CONCLUSION OF THE PROJECT AND PRIOR TO RESTAURANT OPENING. J J N m E O Q p-00 m�o�oc O c c O LO 00 h 7> O �amop O O N N (M w 0 a 00 00 E Cc N N �o N 00 Un (yj U U c c o 3:"o.Qi pU N O N M I- Q Q = N N O o 0 0 U) Of m `pcNm c UL Un O (A 7 p C w 16 08-s o N O we LO Uwp cN m v O Z U i N 0 O ED E00 V O a U Lo p p 0'3 O O p o cu p T N C w a m o, 0 0 -r- J J N NL 0 m E T U O 0 N Q p-00 m�o�oc O V) 7 wP p c - , 2 p N U U Q m J h 7> O �amop �� 2 O N U O p I LoQ� N w 0 N p 0 2 p O � QN Cc N N �o 12 N N mE='O:F` d uO = p D p ND U c c o 3:"o.Qi pU D C p= L c N p U O O 0 O ry OC Lpy LJ N N O Z o c �cN 0 `0 a, c UO 0 UX� c N t Of m `pcNm c UL ccN O c O p N p C w 16 08-s o N O we O Uwp cN y N c w O U aC O - = U i N 0 O 0 7 N 7 o da, 0 p U V O NOTES w p p 0'3 O O p o O ® p T N C a m o, 0 0 a C� w oo m E S`O m o o z w�l �� NN I LoQ� N W N W 00 0 oN [ifo 0 LLJ 0 C� O_ EC LLJ X LLJ LLJ O O Z o F a CL Of J N ~ � o 005-0319.00.0 E1.0 GENERAL NOTES w 00� �L BUILDING WALL CONCRETE CURB 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6" �ETECTOR LOOP O I 5'-0" TRAFFIC FLOW WIDTH OF DRIVE-THRU LANE ILP 1 1/2" PVC SLEEVE IN D/T SLAB FOR VEHICLE DETECTOR LOOP NT 2" MAX CONCRETE CURB FOUNDATION WALL SECTION URS PROJECT No. 60483275 1-1/2" PVC CONDUITS TO BUILDING FOR: • LOOP DETECTOR & AUDIO • DATA CABLE 1/2" STEEL CONDUIT TO BUILDING FOR COD POWER COD POST FOUNDATION - SEE CIVIL 1 1/2" PVC SLEEVE FOR DETECTOR LOOP 2'-0" TO 2'-6" LOOP LD 5'-0" tTRAFFIC FLOW CONCRETE CURB SEE CIVIL PLAN I, WIDTH OF DRIVE-THRU LANE LEAD IN WIRES COD POST AND FOUNDATION - SEE CIVIL r�7�r_ CONCRETE CURB SEE CIVIL PAVEMENT Kim "M M, 1 1/2" PVC SLEEVE FOR VEHICLE DETECTOR LOOP A — C.O.D. DETECTOR LOOP DETECTOR LOOP DETAILS NOT TO SCALE LIGHTING FIXTURES wings) E NOTES: 1. REFER TO LIGHTING PLAN FOR OCCUPANCY SENSOR LOCATIONS AND QUANTITIES. OCCUPANCY SENSOR CONTROL DETAIL NOT TO SCALE NOTES 1. VERIFY CONDUIT SIZES AND LAYOUT WITH DETECTOR LOOP MANUFACTURER. 2. CENTER VEHICLE DETECTOR LOOP (ITEM # 217.11 E1) IN DRIVE THRU LANE. INSTALL PER MFR. RECOMMENDATIONS. 3. SEE CIVIL FOR DIMENSIONS OF DRIVE-THRU LANE CONCRETE PAD FOR DETECTOR LOOP. 4. NO STEEL (REBAR OR ELECTRICAL WIRE) SHALL BE USED WITHIN 2' OF LOOP. 5. DETECTOR LOOP MANUFACTURERS: DETECTOR LOOPS MAY BE BY ONE OF THE FOLLOWINGS COMPANIES OR EQUAL. 3M: 1-800-328-0033 HIVE: 1-800-848-4468 6. DETECTOR LOOP MATERIAL: PVC TUBING 1/2" I.D. 100 PSI LOOP MADE FROM ONE LENGTH OF THIN FOURTEEN GAUGE STRANDED WIRE. LEAD-IN IS PRE -TWISTED AT FACTORY. 7. DETECTOR LOOP CONSTRUCTION: FORMED WITH ONE CONTINUOUS LENGTH OF PVC WITH NO SHARP CORNERS AS DETAILED. WIRE LOOPED, FORMED, & PIGTAILED AS DETAILED. !ff INSIDE OUTSIDE SEE NOTE 1 1-1/2"C COD OPF-1 TRIO SEE NOTE 1-1/2"C 1-1/2"C COD 1-1/2"C TRS SEE NOTE 1 1-1 /2"C OIT 3#12 & 1#12G, 1/2"C TO LP -1 LP -1 - LIGHTING LP -1 - MOTOR (SWITCHED) VIA OIT ENCLOSURE SEE NOTE 1 SEE NOTE 1 OPF-4 SEE NOTE 1 OPF-4 * NOTE—VERIFY EXACT CIRCUITS & QUANTITIES OF CIRCUITS WITH PANEL SCHEDULES AND MANUFACTURERS INSTALLATION INSTRUCTIONS. OPF WIRING DETAIL NOT TO SCALE DT LANE 1 DT LANE 2 NOTES: I l l l l l l lml 1. EC SHALL REUSE THE EXISTING CIRCUIT FOR COD. EC SHALL PROVIDE IDENTIFIED HANDLE TIES IF THEY ARE ON TWO DIFFERENT CIRCUITS AS PER NEC 210.4(B). OI wlo J N m E O Q C c O LO 00 N N W Q J O O a00 N M p c ' - 00 3 00 E L O (n 00 M O 0 Q M N rn Q m 0 C p C L O ch x O 0C3) N 0~6 0 $ 0 0 U'0 O1 O p oLo � LTJ m aN., N zz 00 Z3 5 F N U 0) ED E M 00 5Z a U N � c OL 2m TE CL coIU 0 COD t a 0 '3 .+ m •� .� v W p 03 00 O p 0 J N d O� m E j`00 N C N Q Oo d _O O O 0 O O C - O J2 N N W Q J O m W `nl J 2 0 0 () 2 0 p QN O o 3 j O o ?) y at a X O der .0 t 0 N N N N LTJ E,.om'o C U U O C d N N 0 p O'_+' O C 3 O m 0 C p C L O 0 0 0 0 0 0 C O _ LLO�, ryOC N 0 C 0 U E O N C 0 0 U'0 O1 O p a 0 O 0 U C N t 0 LTJ y U t N ` m w 0 O J C N p 0 U Q C U F N m m O U d C N O N No — V C u 0 0N OL 2m TE CL p 0- 00 0 0 O O 2U W W U W 0 '3 .+ m •� .� v W p 03 00 O p 0 0 0 o 005-0319.00.0 d N os+ 0 N H a30 c a w O m E WW LD O U m Lj m W `nl o N 04 p QN W> woo 0 X 04 W D \ LTJ 7 m m N _ 0 J LTJ m X LTJ of m U U 0 3 a LTJ w F N m m 0n u o m CL F_ Q_ of 0 0 W U W - F F O 0 0 o 005-0319.00.0 cE 1.1 FI FCTRICAI DFTAII S ELECTRICAL CONTRACTOR SHALL REVIEW PANEL CONNECTIONS FOR EXISTING CIRCUITS TO CONNECT NEW INTERIOR AND EXTERIOR LIGHTING, SIGNS AND APPLIANCES. EXTEND EXISTING CIRCUITS FOR RELOCATED EQUIPMENT. COMPLETE INSTALI SECONDARY DETE( C.O.D. COUNDUIT ANY FUTURE D/T SECONDARY D/T I'. EXTEND INTO LAI BEHIND BUILDINC EXTEND 2" DT CAMERA LIGHT POLE POLE. COOR STUB -UP L( ACM AND D INSTALLER EXTEND 1" OUTDOOR MI OPO -4. FOF CONNECTION OPO WIRING SHEET E3.0 (2) 1-1/2" SECONDARY DATA & LOC SEE DWG S[ DETAILS 17.10 E1 (2) 1-1/2" PRIMARY C.( DATA & LOC SEE DWG S[ DETAILS 17.10 E1 SYMBOLS AND ABBREVIATIONS SYMBOL DESCRIPTION SYMBOL DESCRIPTION kfr SINGLE POLE SWITCH, 3W=THREE WAY SWITCH, K=KEYED SWITCHED O O ,Fo PULLBOX ❑T TRANSFORMER G PANELBOARD FO CD p �� JB WITH DUPLEX CONVENIENCE OUTLET (FLUSH WITH CEILING) 0 CIRCUIT BREAKER E 0 JB WITH SINGLE CONVENIENCE OUTLET sl STEADY-STATE SPEED CONTROLLER U JB WITH DUPLEX CONVENIENCE OUTLET z EXHAUST FAN, X=NUMBER JB WITH TWO DUPLEX CONVENIENCE OUTLETS ® OCCUPANCY SENSOR w F O � JB WITH FLUSH FLOOR MOUNTED OUTLET XX.XXX EQUIPMENT TAG ® JB WITH SPECIAL PURPOSE OUTLET A AMPERES ® JB WITH ISOLATED GROUND OUTLETr1 C = IG4710, 'O'=IG5261, r, =IG4700A, O =IG5262 ACM AREA CONSTRUCTION MANAGER AFF ABOVE FINISHED FLOOR N INTERCOM STATION W/ 3/4"C- TO MAIN STATION BRK BREAKER a TELEPHONE JACK C CONDUIT O JUNCTION BOX - WALL OR CEILING MOUNTED CCT CIRCUIT ❑P DISCONNECT SWITCH COD CUSTOMER ORDER DISPLAY O JUNCTION BOX DCO DUPLEX CONVENIENCE OUTLET O THERMOSTAT SENSOR W/ 1/2"C- UP TO CEILING SPACE EC ELECTRICAL CONTRACTOR K MOTOR CONNECTION FLA FULL LOAD AMPS � CONDUIT RUN CONCEALED IN CEILING OR WALLS GC GENERAL CONTRACTOR / \ CONDUIT RUN IN FLOOR SLAB GFI/GFCI GROUND FAULT CIRCUIT INTERRUPTER KftT MANUAL SWITCH (T=THERMAL OVERLOADS) GND GROUND 1X HOT (SHORT), NEUTRAL (LONG), EQUIP GRD (LONG WITH DOT), & & 'XDENOTES ISOLATED GRD IG ISOLATED GROUND JUNCTION BOX J -BOX WITH FINAL EQUIPMENT CONNECTION MI MLO MAIN LUGS ONLY HOME RUN NEC NATIONAL ELECTRIC CODE ©BUZZER PNL PANEL QTY QUANTITY BUTTON FOR BUZZER WP WEATHERPROOF URS PROJECT No. 60483275 WITH 1 1/2" GROMMET ELECTRICAL FLOOR PLAN SCALE: 3/16" = 1'-0" KEY NOTES E1 ELECTRICAL CONTRACTOR SHALL VERIFY ALL EXISTING CIRCUITS TO BE REUSED FOR CONNECTION OF NEW HAND -DRYERS. CONNECT HAND -DRYERS TO EXISTING HAND -DRYER CIRCUITS VIA 2#10 & 1#10G IN 1/2"C. HAND DRYER CIRCUITS SHALL BE CAPABLE OF BEING LOCKED IN THE OPEN POSITION TO SERVE AS THE DISCONNECTING MEANS AS PER NEC 422.31. E2 ❑ PROVIDE POWER WITHIN CEILING FOR CONNECTION TO SELF ORDER KIOSK. COORDINATE EXACT LOCATION OF KIOSK WITH DECOR DRAWINGS. PROVIDE 2#12, 1#12 GRD., & 1#12 ISOLATED GROUND ON A 20A DEDICATED CIRCUIT FED FROM THE COMPUTER PANEL(LOCATION TO BE VERIFIED IN FIELD) FOR EVERY ONE (1) DOUBLE SIDED OR TWO (2) SINGLE SIDED KIOSKS. E3 PROVIDE AN ALLOWANCE IN BID TO PROVIDE TWO(2) FLEXIBLE POWER H CONNECTIONS FOR POWER TO FURNITURE/ FAMILY EXPERIENCE ELEMENTS AS PART OF THE DECOR PACKAGE. VERIFY EXACT LOCATIONS IN FIELD AND WITH DECOR DRAWINGS. PROVIDE ALL NECESSARY MATERIALS AND LABOR FOR A COMPLETE AND FULLY NEC CODE COMPLIANT INSTALLATION. ALL COMPONENTS SHALL BE FED FROM A GFCI TYPE CIRCUIT BREAKER AND BRANCH CIRCUIT SHALL CONTAIN TWO PATHS OF GROUNDING (CONDUIT BODY AND AN INSULATED GROUNDING CONDUCTOR) TO COMPLY WITH McDONALD'S GROUNDING STANDARDS. 0 z 0 a Of 0 (n Li 0 Li F- 0 am m J ry L J N� O m E O QO O C r O Cn 00 N N y Q J J O O a CV M � CD p �� O - co E 0 N (0 CA r- U CLNM D Q U C3 w F O � (� (10 0 O 0 L L Ory O C y O rn C C aU+ y o � m O U'C Oy O (6 � Lo co CO z ZSZ� y C U U N ED CO 00 5 a U N V c y y N U (oIUrnt i -UCn dO0Um 0 a y D OO�O v 01 m E —0 O O y N '�O CO QO O -O N -C N •i O` O 7 D . d - � LED N J N N y Q J J O y 2 0� J d0 0' V O -O CD p �� O 0.03:-2 y � wd y w d 0 O � U o D 0 3 a U m U O C L — C O O w F O � 0 O -.0 0 C O U) L L Ory O C y O rn C C aU+ y � 0 o E �-o w E � c a O U'C Oy O c 0 O 0 U 0 N t N - I y C U O O J~ O O O i .Oa 005-0319.00.0 ow E2.0 w - N .0 'Fa O C W,2 U N O C COw y y N U i -UCn dO0Um 0 y D OO�O v �O- LU Ow �CED �OC3 w.'� 0 0 00 0 K J y m 0o � HC c 0 m 01 w oo m E OW E-0 0 U m =I 0 N W Z M W 0 W N c'jO CD p Q NLn 3:: woo of 0 0 Of o N D 0 3 a WOf w F O � O N rn O Z p a_ 01 O_ J W m X LLJ Of p N � D 0 3 a WOf w F O � O N rn O Z p a_ a 0 0 c U - I F O N O 005-0319.00.0 ow E2.0 ELECTRICAL FLOOR PLAN ELECTRICAL CONTRACTOR SHALL REVIEW PANEL CONNECTIONS FOR EXISTING CIRCUITS TO CONNECT NEW INTERIOR AND EXTERIOR LIGHTING, SIGNS AND APPLIANCES. FOR SYI SEE DRi Et PROVIDE CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR.REFER TO OCCUPANCY DETAIL ON SHEET E1.1. ORDER ALL OCCUPANCY SENSORS FROM; SECURITY LIGHTING SYSTEMS, INC. E2.1 / SCALE: 1/4" = 1'- K� LIGHTING FIXTURES SHOWN HALF SHADED SHALL BE WIRED TO THE NIGHT LIGHTING CIRCUIT AND DENOTES PROVIDED WITH A BATTERY TYPE EMERGENCY FIXTURE TYPE F2 BALLAST. SEE NOTE EL3 ON THIS SHEET. DENOTES CIRCUIT 1 COORDINATE LOCATION WITH DECOR. NI IAARFR LIGHTING FIXTURE SCHEDULE: N m E � O 0 U LAPS = O LO W MANUFACTURER AND MARK SYMBOL DESCRIPTION DIFFUSER BALLAST MOUNTING CATALOG NUMBER � CO TYP::E:::j E 0 N W U WATTS O O oN y E t o F12 Q 6" LED DOWN LIGHT p o p 0 3 3' p aci 12W LED - RECESSED SECURITY LIGHTING # O N $ N N U 0 U oM C C -p O OEN E V c SL6LED1K-35K-9-WH/DBXQL F12A o 6" LED ADJUSTABLE DOWN - 12W LED - RECESSED SECURITY LIGHTING # w of O LIGHT N N 0 O w V C a of U N SL6LEDWW-35K-9-WH//DBXQL F12B O 6" LED DOWN LIGHT - 12W LED - RECESSED SECURITY LIGHTING # SL6LEDIK-35K-9-BL//DBXQL P 0 3 0-o o p W/FLAT BLACK TRIM' W.0 U 0> _ a o $ aN Z d H a3 o c y+L-• F14B MARKET PENDANT FIXTURE -SECURITY (1)-8W LED - PENDANT LIGHTING #SLSH-791612-991 -CBB-991 -SFL-FR-08W-LED-BCM-M ORDER THESE NEW FIXTURES EARLY BECAUSE OF LONGER LEAD TIMES. F20 EXIT SIGN WITH BATTERY - 1.8W LED - SURFACE SECURITY LIGHTING: PRB. SEE NOTE LS2 ON THIS SHEET. e BACKUP F21 ,y q, 2 HEADED EMERGENCY - - LED - SURFACE TO SECURITY LTG. #EV4D u BATTERY LIGHT WALL OR CEILING EMERG BATTERY & 2 - - LED - SURFACE TO SECURITY LTG. #EV4D-02L-0/EVODB F22 REMOTE HEADS OR WALL S1 ® "DOWN ONLY RADIAL WALL TEMPERED GLASS (1)-30W LED - RECESSED SECURITY LIGHTING: #RWS-3OLD-DL-SA SCONCE S2 ® 'UPDOWN� RADIAL WALL TEMPERED GLASS (1)-43W LED _ RECESSED SECURITY LIGHTING: #RWS-3OLD-UD-SA SCONCE DOWN ONLY ACCENT 1-26W SURFACE SECURITY LIGHTING: HIRAF-LED-36-DO-120-PS CUSTOM BUILT FOR LED3D e LIGHTING (SEE PLAN) TEMPERED PER LED - EXTERIOR ACCENT CHANNELS. ORDER THESE NEW FIXTURES EARLY GLASS FIXTURE BECAUSE OF LONGER LEAD TIMES. 1-34W SURFACE SECURITY LIGHTING: HIRAF-LED-36-DO-120-PS CUSTOM BUILT FOR LED4D o DOWN ONLY ACCENT TEMPERED PER LED _ EXTERIOR ACCENT CHANNELS. ORDER THESE NEW FIXTURES EARLY LIGHTING GLASS FIXTURE I I I BECAUSE OF LONGER LEAD TIMES. UP & DOWN ACCENT TEMPERED 1-84W LED - SURFACE SECURITY LIGHTING: HIRAF-LED-36-DO-120-PS CUSTOM BUILT FOR LED6 e LIGHTING (SEE PLAN) GLASS PER EXTERIOR ACCENT CHANNELS. ORDER THESE NEW FIXTURES EARLY FIXTURE BECAUSE OF LONGER LEAD TIMES. URS PROJECT No. 60483275 EMERGENCY LIGHTING NOTES 1. EC SHALL INSTALL A LOCK ON CIRCUIT BREAKER HANDLE FOR ALL EMERGENCY LIGHTING CIRCUITS. EC SHALL VERIFY ALL REQUIREMENTS AND FINAL EMERGENCY LIGHTING LOCATIONS WITH LOCAL AUTHORITIES. INCLUDE ALL COSTS IN BASE BID. 2. IF NOT INSTALLED BY MANUFACTURER, EC SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF THE EMERGENCY INVERTER BALLAST IN NIGHT LIGHTING FIXTURES SHOWN ON THIS SHEET. 3. ALL FIXTURES DENOTED AS NIGHT LIGHTING FIXTURES SHALL BE PROVIDED WITH A BATTERY INVERTER EMERGENCY TYPE BALLAST. EMERGENCY BALLAST SHALL BE A TWO LAMP TYPE OF 600-700 INITIAL LUMEN RATED (MINIMUM) TO ILLUMINATE FIXTURE IN THE EVENT OF A POWER FAILURE. BALLAST BATTERY SHALL MAINTAIN 87.5% OF THE NOMINAL BATTERY VOLTAGE AFTER 1.5 HOURS TO COMPLY WITH NEC SECTION 700 AND UI -924. BALLAST SHALL BE AS MANUFACTURED BY BODINE, (MODEL B60 FOR T8 APPLICATIONS) SECURITY LIGHTING (MODEL UFO120 FOR COMPACT FLUORESCENT APPLICATIONS) OR AN APPROVED EQUAL TO MEET THE SPECIFICATIONS LISTED ABOVE. LED FIXTURES DENOTED AS NIGHT LIGHTING SHALL BE APPROVED WITH DUAL LITE LIGHTING INVERTER MODEL #LG1-T. INVERTER SHALL BE CAPABLE OF ILLUMINATING FIXTURE FOR 1.5 HOURS TO COMPLY WITH NEC SECTION 700 AND UI -924. E.C. SHALL NOT INSTALL MORE THAN FOUR FIXTURES TO EACH INVERTER. PROVIDE ADDITIONAL INVERTERS AS NECESSARY. 4. EMERGENCY BATTERY LIGHTING WALL PACKS IN PLAYPLACE SHALL BE LOCATED SO AS TO PROVIDE FOR MAXIMUM ILLUMINATION OF AREA. EC SHALL VERIFY EXACT PLACEMENT IN THE FIELD WITH McDONALD'S ACM. (IF APPLICABLE) 5. EMERGENCY LIGHTING HAS BEEN DESIGNED PER NFPA 101 TO MAINTAIN 1 FC IN PATH OF EGRESS. IF FIELD CONDITIONS REQUIRE ANY CHANGES TO LIGHTING DESIGN, EMERGENCY LIGHTING SHALL BE INSTALLED TO MEET THE ABOVE REQUIREMENTS. 6. EC TO PROVIDE LOCKOUT CIRCUIT FOR EMERGENCY LIGHTING CIRCUIT. PROJECT DEMOLITION NOTES: THE FOLLOWING PROVIDES A GENERAL SCOPE OF WORK FOR THE ELECTRICAL CONTRACTOR FOR THE DEMOLITION REQUIREMENTS OF THIS SITE. THIS SECTION IS NOT ALL INCLUSIVE, AND THE CONTRACTOR SHALL VISIT THE SITE AND COMPARE EXISTING CONDITIONS TO THE REQUIREMENTS DENOTED ON THE CONSTRUCTION DOCUMENTS TO DETERMINE THE EXACT EXTENT OF THE DEMOLITION WORK REQUIRED. E.C. SHALL PROVIDE ALL DEMOLITION WORK REQUIRED IN ORDER TO ALLOW FOR THE COMPLETE INSTALLATION AS DENOTED WITHIN THESE DRAWINGS. LIGHTING SCHEDULE NOTES: LS1. ORDER LED EXIT SIGNS WITH LETTER COLORS THAT COMPLY WITH LOCAL CODES FROM SECURITY LIGHTING. - FOR RED LETTERS USE #PRB (UNIVERSAL), - FOR GREEN LETTERS USE #PGB (UNIVERSAL), OR IF THE ABOVE EXIT SIGNS DO NOT COMPLY WITH LOCAL CODES USE: LED SIGN WITH BATTERY BACKUP, LETTER SIZE, COLOR, TYPE & DIRECTIONAL ARROWS AS REQUIRED BY THE LOCAL AUTHORITIES. GENERAL NOTES: LIGHTING 1. ALL LIGHT FIXTURES SHALL BE 120 VOLT UNLESS NOTED OTHERWISE. 2. LIGHTING FIXTURES AND LAMPS HAVE BEEN CHOSEN TO ACHIEVE MAXIMUM ENERGY CONSERVATION WHILE MAINTAINING ADEQUATE LEVEL OF ILLUMINATION. LAMP SPECIFICATIONS SHALL BE STRICTLY FOLLOWED. ANY DEVIATION FROM LAMP SPECIFICATIONS SHALL BE APPROVED IN WRITING BY McDONALD'S CORPORATION. 3. EC SHALL FIELD VERIFY THAT ALL LIGHT FIXTURES SHOWN ON THIS PLAN DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A DISCREPANCY IS FOUND, THE EC SHALL IMMEDIATELY NOTIFY THE GC BEFORE THE INSTALLATION OF SUCH FIXTURE(S). 4. EC SHALL CONNECT ALL LIGHTING CIRCUITS TO LIGHTING CONTROL PANEL OR ENERGY MANAGEMENT SYSTEM. ADDITIONAL CIRCUITS SHALL BE ADDED TO SPARE SLOTS IN LIGHTING CONTROL PANEL. IF NO SPARE SLOTS ARE AVAILABLE, EC SHALL COORDINATE INSTALLATION OF NEW LIGHTING CONTROL PANEL WITH McDONALD'S ACM. 5. PROVIDE CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR. REFER TO OCCUPANCY DETAIL ON SHEET E1.1. ORDER ALL OCCUPANCY SENSORS FROM; SECURITY LIGHTING SYSTEMS, INC. 6. THE USE OF "MC" CABLE IN LENGHTS OF 6 FEET OR LESS (WHERE PERMITTED BY LOCAL CODES) SHALL BE ALLOWED FOR WIRING TO THE LIGHTING FIXTURES. "ROMEX" OR "BX" SHALL NOT BE USED. 7. IF PC -POS CASH REGISTER SYSTEM IS INSTALLED, EC SHALL RELOCATE FIXTURES ABOVE FRONT COUNTER TO AVOID GLARE ON THE CASH REGISTER SCREENS. EC SHALL INSTALL CABLE WHIP TO FIXTURES SO THAT FIXTURE MAY BE RELOCATED FOUR FEET WITHOUT DISCONNECTING CABLE WHIP. OUTDOOR BUILDING LIGHTING/POWER D1. THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND REMOVE ALL OF THE EXTERIOR ILLUMINATED ROOF BEAMS FROM THE BUILDING. REMOVE ALL FIXTURES, WIRING, WHIPS, AND CONDUIT TO ALLOW FOR THE NEW FACADE INSTALLATION AS DENOTED ON THE PLANS. COORDINATE ALL WORK WITH OTHER TRADES AND WITH THE PROJECT MANAGER. D2. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE SALVAGE REQUIREMENTS FOR ALL EQUIPMENT REMOVED AS PART OF THE DEMOLITION WORK WITH THE CONSTRUCTION PROJECT MANAGER. ALL EQUIPMENT TO BE SALVAGED AND/OR REUSED SHALL BE PROTECTED FROM DAMAGE UNTIL REINSTALLED OR THE TIME PERIOD WHEN IT IS TURNED OVER TO THE OWNER AND/OR THE PROJECT MANAGER. D3. SEE THE GENERAL ELECTRICAL SPECIFICATIONS AND NOTES ON SHEET E1.0 AND THE DETAILS ON SHEET E1.1 FOR ADDITIONAL GENERAL REQUIREMENTS. Z 0 U (n W W H Q 1 W 0_ W H Q U J N m E � O 0 U O = O LO W 0 20-c N O U O a N co � J O d U p O 0 � CO c 0 O E 0 N W U M O O oN y E t o rnv N N p o p 0 3 3' p aci M x 0 U0 c O N $ N N U 0 U oM C C -p O OEN E V c m p O % N N U C r N o WE O � N F F v O Z M w of O ED E00 N N 0 O w V C a of U N u o_ m�Urnt O N O O M-' U J � m N m E O� 0 U ED o d 0 V) 0 20-c N O U ¢N o am��op y -\ J O d U p O 0 �- c 0 O c��E' 3 7 0 p� •-2 m v / -O� � U C N -6 U o oN y E t o LD N N p o p 0 3 3' p aci O L 3 C O U LLJ O O - p 0 N L L P O N p c N N U 0 U C C -p O OEN E V c p C U'E' O ry 0 p O % N N U C r N o WE O � N F F �o — fn wQ c U U O MO'F p C y O N c m p N N 0 O w V C u O UO N u o c O N 0 o . p O p 00_ U O N O O M-' 0 w o P 0 3 0-o o p U a+ N c N W.0 U 0> _ a o $ aN Z d H a3 o c y+L-• a 0' w �O m E oww(O 0 U ED 0p� D o w ¢N �� O w_N -\ m N w00 _ � 0 �0_ o, oN LD a � 3 0' O_ E cs J W m X x _ � W N 0 a < LLJ O O o N N o m M a of o 0 F F U O — fn I O 005-0319.00.0 Li E2.1 FOR SYMBOLS AND LEGENDS SEE DRAWING E2.0 SEE DRAWING E2.1 FOR LIGHTING NOTES KEY NOTES E1 CUSTOM LED DOWNLIGHTING FIXTURES FOR ARCADE WALLS AND HEARTH; ORDERED FROM SECURITY LIGHTING. CONTRACTOR TO FIELD VERIFY FIXTURE MOUNTING HEIGHT, LOCATION, QUANTITY, FIXTURE LENGTHS, AND ALL ELECTRI( CONNECTION REQUIREMENTS WITH SECURITY LIGHTING AND McDONALD'S AREA CONSTRUCTION MANAGER PRIOR TO ORDERING AND INSTALLATION. E2 WEATHERPROOF JUNCTION BOX FOR ARCH LOGO / McDONALD'S FASCIA / PLAY—PLACE SIGN. ALL SIGNS PROVIDED WITH INTEGRAL DISCONNECT SWITCH. ILLUMINATED FASCIA WITH INTEGRAL LED LIGHTING. VERIFY 0 E3 LOCATION, LENGTH AND ALL APPURTENANCES INCLUDING a FOR LIGHTING FIXTURE ELECTRICAL CONNECTIONS REQUIRED FOR A COMPLETE OPERATING SYSTEM WITH EVERBRIGHT LLC, PRIOR TO U SCHEDULE SEE DRAWING E2.1 INSTALLATION. (TYPICAL) w 0 ELECTRICAL ROOF PLAN SCALE: 1/4" = 1'-0" URS PROJECT No. 60483275 NOT USED RADIAL WALL SCONCE. SEE ARCHITECTURAL ELEVATIONS ON SHEETS A2.0 & A2.1. EC SHALL REUSE EXISTING CIRCUIT FOR ROOF SIGNAGE AND ROOF CAP ELEMENT LIGHTING. w 0 U J N m E o 0 U C c p LO co O 2M0. N O U J a N M � 0 c p 00 c O E 0 N 00 CO 0 O�U o F M rn 0 CL L c + O M X Q D U c`'O — ° 0 w $ N U p N U o rn :3 m � N N U C N r N F op 0 F F v O Z p w Q cU .6i 0 of 0) ED E 00 w V C M of U N T M m�Urnt N O U J � m N m E O� p p 0 U 7 U c N �_ O V) O 2M0. N O U J a�� N� o O tom d pp 0 O d U p O p U c O c 0 U E 3 7 0 p •-2 m v / —� � UOC N _6 U o o F y E t o LD O No ° ° ° U C p O L S 3 C O U LTJ O O — ° 0 w L L, ON p c N U p N U 0 OC -° O N E E V c p C U'E'O 0 � N N U C N r N F 0 0 F F U 0 - fn p w Q cU .6i VI Oy 0 ° C 02 O ODio m c N O co w V C ° UU N T O O m 0 0 J p O ° -U N O 0 3 oW pO 0 3 0 o p U 0 _ i� U D N c N U_ f N N 0> ry U a 0-0 Z d o H 23 c� vi+L- o_ D' w �O m E oww(O 0 U ED O O Li Z M aN w 0 Lr) o W W_N O N — \ 0 m N w00 _ � 0 N 0 o o F LD D VI S 3 D' O E > W m x X _ � W 0 0 D <i Q LTJ O O 0 w O M F_ � a of 0 0 F F U 0 - fn I O 005-0319.00.0 Li E2.3 URS PROJECT No. 60483275 m m PB = Pullbox VIF =Verify in Field JB =Junction Box ISO =ISOLATED ELECTRICAL SCHEDULE EC = Electrical Contractor TAG # QTY DESCRIPTION VOLT/PH FLA BRK SIZE COND/WIRE PNL/CCT RECEP TYPE HGT AFF REQUIREMENTS & REMARKS 004.20E1 5 MENU BOARD - DIGITAL - SEEQ 120/1 2.1 EACH 20A 1/2"C -2#121G VERIFY IN FIELD IG5262 7'-6" REFERENCE DIGITAL MENU BOARD SLIPSHEET FOR DETAILED ISOLATED INSTALLATION INSTRUCTIONS. DMB SUPPORT EQUIPMENT SHALL BE INSTALLED IN MANAGER'S OFFICE AS PER DMB SLIPSHEET. 004.21 E1 5 MENU BOARD - DIGITAL - MEDIA PLAYER 120/1 1.0 EACH 20A 1/2"C -2#121G VERIFY IN FIELD IG5262 7'-6" REFERENCE DIGITAL MENU BOARD SLIPSHEET FOR DETAILED ISOLATED INSTALLATION INSTRUCTIONS 004.21 E2 5 MENU BOARD -DIGITAL - MEDIA PLAYER DATA CABLE - - - - JB 8'-4" JB W/ CONDUIT TO TERMINATE ABOVE CEILING. FOR CAT -5 CABLES. SUPPLY W GROMMETED OPENING IN COVER PLATE Z VERIFY IN FIELD O 047.00E1 1 SALAD CASE - FULL HEIGHT 120/1 5.5 20A 1/2"C-2#12 5-20R 2'-0" - H d EC TO BRING INDIVIDUAL CIRCUITS TO TERMINAL BLOCK INSIDE CHASE. (1) 120/1 20A IG FOR (6) U 054.00E1 1 HEATED LANDING STATION 120-250/1 SEE RMKS SEE RMKS SEE RMKS VERIFY IN FIELD SEE RMKS SEE RMKS KVS; (1) 120/1 20A FOR PIE; (1) 120/1 20A FOR (n w HLS; (1) 250/1 20A; (2) 120/1 20A FOR PREP 0 LINE; (2) 250/1 20A FOR PREP LINE 116.23E1 2 UNIVERSAL HOLDING CABINET -HIGH DENSITY 208/1 13.2 20A 1/2"C-2#12 VERIFY IN FIELD BY KES SEE RMKS PLUGS INTO 117.20 - POWERED BY KES BREAKER 2 -SIDED -PIN &SLEEVE PANEL 117.20E1 1 UHC TABLE W/ POWER - 2 -SIDED - 51"D x 120/1 1.0 20A SEE RMKS VERIFY IN FIELD BY KES SEE RMKS PLUGS INTO LS -20R RECEPTACLE IN KES OUTLET 34"W -TWIST-LOCK CHASE 216.04E1 1 ORB MONITOR (MINI) &SCANNER 120/1 ISO 1.5 EA 20A 1/2"C -2#121G VERIFY IN FIELD 5-15R IG4700 1'-6" - 216.O5E1 1 ORB MONITOR 120/1 ISO 1.5 EA 20A 1/2"C -2#121G VERIFY IN FIELD L5 -15R IG4700 FLUSH ON _ CEILING 215.02E1 1 POS REGISTER - 2 WINDOW D/T 120/1 2.2 EA. SEE RMKS 1/2"C -2#121G VERIFY IN FIELD (2)IG4700 2'-0" - ISOLATED 215.02E10 2 POS REGISTER - 2 WINDOW D/T 120/1 2.2 EA. 20A 1/2"C -2#121G VERIFY IN FIELD (2)IG4700 SEE RMKS EC TO EXTEND CIRCUIT TO IG4700 RECEPTACLE IN CHASE ISOLATED 215.02E12 1 POS REGISTER - 2 WINDOW D/T - - - - - 18x12x4 PB 10" EXTEND (4) 1 1/2"C., 1"C. AND 2"C. UNDER SLAB AND EXTEND 2 900.57E1 1 RELOCATED COFFEE BREWER GC TO VERIFY AND REWORK ALL EXISTING UTILITIES 1/2"C. TO ABOVE CLG. W 215.02E13 2 POS REGISTER - 2 WINDOW D/T - - - - - 4x4x4 PB 10" EXTEND 1 1/2"C. UNDER SLAB TO 217.11 E1 AND 2 1/2" C. TO MCFLURRY H Q AS REQUIRED 900.90E1 6 RELOCATED MENU BOARDS GC TO VERIFY AND REWORK ALL EXISTING UTILITIES ABOVE CEILING FOR POS DATA CABLES 216.00E1 2 POS - VIDEO MONITOR 120/1 1.5 EA. 20A 1/2"C -2#121G SEE REMARKS IG4700 SEE RMKS IN PRESENTERS BOOTH MOUNT ® 8'-0" AS REQUIRED 901.20E1 2 RELOCATED SPECIALTY COFFEE MACHINE 208/1 - 30A - L5 -30R ISOLATED EC TO PROVIDE PLUG AND WIRE FROM NEAREST AVAILIBLE POINT 901.23E1 1 RELOCATED SPECIALTY COFFEE WORKTOP GC TO VERIFY AND REWORK ALL EXISTING UTILITIES REFRIGERATOR AS REQUIRED 901.28E1 2 RELOCATED BLENDED ICE MACHINE W 217.03E4 1 POS - COD OPTICAL ISOLATOR 120/1 1.0 20A 1/2"C -2#121G VERIFY IN FIELD IG5262 7'-6" - AS REQUIRED 0 ISOLATED 217.10E1 2 REMOTE DETECTOR LOOP - - - - - - - 1 1/2"CONDUIT-CONN TO PULLBOX#215.03E5,215.01E4, OR 215.02E12 PER DRIVE-THRU CONFIG-SEE SITE PLAN 217.11 E1 2 DETECTOR LOOP - - - - - - - 1 1/2"CONDUIT-CONN TO PULLBOX#215.02E5,215.02E13, OR 215.02E4 PER DRIVE-THRU CONFIG-SEE SITE PLAN 217.13E1 1 MERGE POINT MONITOR (DOUBLE DRIVE THRU) 120/1 2.0 20A 1/2"C-2#12 VERIFY IN FIELD 5-20R 3'-6" DO NOT POWER FROM POS CIRCUIT 217.13E2 2 MERGE POINT MONITOR (DOUBLE DRIVE THRU) 120/1 2.0 20A 1/2"C-212 VERIFY IN FIELD 5-20R SEE RMKS EC TO EXTEND CIRCUIT TO 5-20R RECEPTACLE IN CHASE 217.14E1 1 POS- VIDEO MONITOR (DOUBLE DRIVE THRU) 120/1 1.5 SEE RMKS 1/2"C -2#121G VERIFY IN FIELD IG4700 3'-6" - ISOLATED 217.15E1 1 DASHBOARD MONITOR/MOS CONTROLLER 120/1 2.5 20A 1/2"C -2#121G VERIFY IN FIELD IG4700 7'-6" - L ISOLATED H Q 217.18E1 3 HAND HELD ORDER TAKER AND MANAGEMENT OF 120/1 5.0 20A 1/2"C-2#12 VERIFY IN FIELD 5-20R 4'-6" - SHIFi EQUIPMENT 217.19E1 1 POS -TIMER 120/1 1.0 20A 1/2"C -2#121G VERIFY IN FIELD IG4700 7'-6" ISOLATED N O 217.24E1 1 DANGER POINT MONITOR (DOUBLE DRIVE-THRU) 120/1 2.0 20A 1/2"C-2#12 VERIFY IN FIELD 5-20R 8'-0" DO NOT POWER FROM POS CIRCUIT LO 219.00E3 1 POS -RECEIPT PRINTER/CASHLESS 120/1 0.7 20A 1/2"C -2#121G SEE RMKS IG4700 2'-0" - ! O 00 O N N (M ISOLATED O a 00 220.00E1 1 POS -COIN DISPENSER 120/1 0.75 20A 1/2"C -2#121G VERIFY IN FIELD IG4700 2'-0" - 00 ISOLATED to 00 (M 0 i (n O r U 224.00E3 2 AUDIO SYSTEM - 2 BOOTH D/T 120/1 0.75 20A 1/2"C-2#12 VERIFY IN FIELD 5-20R 8'-0" REQUIRED FOR WIRELESS SYSTEM CL 1 0- 224.00E4 2 AUDIO SYSTEM - 2 BOOTH D/T AUDIO CAB E - - - - 4x4x4 JB 7'-0" EXTEND 2 1/2" C. ABOVE CEILING FOR POS & WIRELESS SYSTEM L O M X D a) U c `' O $ 701.13E1 2 DCO - GENERAL PURPOSE 120/1 1.5 20A 1/2"C-2#12 VERIFY IN FIELD 5-20R 4'-6" - O O 7 701.32E1 1 REMOTE ORDER TAKER BATTERY PACK 120/1 2.0 20A 1/2"C-2#12 VERIFY IN FIELD (2) 5-20R 4'-6" PROVIDE DOUBLE DUPLEX WALL PLATE. FIELD VERIFY HEIGHT AND m cu LOCATION WITH ACM v O Z 00 900.51 E1 4 RELOCATED/REDESIGNED POS SYSTEM VERIFY VERIFY - - VERIFY _ POS INSTALLER TO USE DED CIRCUIT AND/OR DATA of 0) ED E 00 000 1 CHASE # 9.14 IF SUPPLIED a LO U Lo� M Q 900.SSE1 1 RELOCATED CREAM DISPENSER GC TO VERIFY AND REWORK ALL EXISTING UTILITIES `uIUrnt AS REQUIRED a U m J U O-6 7 p p U N 4 ° o a 0 0 0 0 O U U a�� d U 21 p p J O d U U O J p c�aaE' 3 O p 7 •- m a / -a� U C N U o f O E o O p al - N o op3..°aCi C p L O U c C O 0 - U N L L D O° N O C N U p U d C c d'p O O U E V c p C U'0 O U O p O %1E C U N U N r N c U s N O p U) U wQ O a VI O'y ° C U U U c N O O N N t- O w V C O U U U cc l- c 7 w 7 0 p O O N O �� O �Q'p a_ O 3 oW O U p 3 O O p O i� U a+ la N C a' a U o$ w Z d of H a i c y +L-• a w � O m E ow (O O U m w�I O O O Wi z M N D L w NN - \ D N ww V) F00 O o N W 0_ ¢o, F LD � 3 W O W > W m X X = m W a_ � N O Q <i W w O 0 N M O rn U 0 W a of 0 0 F F v W - F I O F O fn O 005-0319.00.0 OW E3.0 _ ELECTRICAL SCHEDULE URS PROJECT No. 60483275 900.57E1 1 RELOCATED COFFEE BREWER GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED 900.60E1 1 RELOCATED BLENDER -COUNTERTOP GC TO VERIFY AND REWORK ALL EXISTING UTILITIES MCFLURRY AS REQUIRED 900.90E1 6 RELOCATED MENU BOARDS GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED 900.92E1 1 RELOCATED SHAKE/SUNDAE MACHINE GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED 901.20E1 2 RELOCATED SPECIALTY COFFEE MACHINE 208/1 - 30A - L5 -30R SEE RMKS EC TO PROVIDE PLUG AND WIRE FROM NEAREST AVAILIBLE POINT 901.23E1 1 RELOCATED SPECIALTY COFFEE WORKTOP GC TO VERIFY AND REWORK ALL EXISTING UTILITIES REFRIGERATOR AS REQUIRED 901.28E1 2 RELOCATED BLENDED ICE MACHINE GC TO VERIFY AND REWORK ALL EXISTING UTILITIES AS REQUIRED URS PROJECT No. 60483275 GENERAL ELECTRICAL NOTES INSTALLATION METHODS 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A QUALIFIED, LICENSED ELECTRICIAN IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES. 2. ALL ELECTRICAL WORK SHALL BE INSTALLED IN A NEAT, PROFESSIONAL, AND WORKMAN LIKE MANNER. FINAL INSTALLATION SHALL BE COMPLETE, SAFE AND CODE COMPLIANT. 3. EXTENSION CORDS SHALL NOT BE UTILIZED UNDER ANY CIRCUMSTANCES. 4. ALL ELECTRICAL MATERIAL USED ON THIS PROJECT SHALL BE NEW, "UL" LISTED AND LABELED. 5. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF WALL FINISH. THE EC SHALL MAKE NECESSARY DIMENSIONAL ALLOWANCES. ALL DIMENSIONS SHOWN ARE TO CENTER LINE OF OUTLET BOX AND/OR RECEPTACLE UNLESS SPECIFICALLY NOTED OTHERWISE, 6. ALL J -BOXES, DCOS, AND OTHER ELECTRICAL DEVICES SHOWN SHALL BE RECESSED MOUNTED INTO A WALL, FLOOR OR CEILING UNLESS SPECIFICALLY NOTED OTHERWISE. 7. ALL RECEPTACLES (EXCEPT SPECIFIED HUBBELL PIN AND SLEEVE TYPES) SHALL BE FURNISHED BY THE EC. THE RECEPTACLES, INCLUDING SAID PIN AND SLEEVE TYPE RECEPTACLES, SHALL BE INSTALLED BY THE EC. 8. EC SHALL PROVIDE AND INSTALL STAINLESS STEEL COVER PLATES ON ALL RECEPTACLES AND J -BOXES. ADDITIONALLY, EC SHALL PROVIDE AND INSTALL ORANGE NYLON COVER PLATES MARKED "COMPUTER ONLY" ON ALL ISOLATED GROUND/DEDICATED CIRCUIT RECEPTACLES. PURCHASE PJ8CO (ONE DUPLEX) OR PJ82CO (TWO DUPLEX) FROM HUBBELL. 9. EC SHALL COORDINATE WITH KITCHEN EQUIPMENT SUPPLIER, MECHANICAL CONTRACTOR AND GC FOR FINAL LOCATIONS AND CONNECTION REQUIREMENTS OF ALL EQUIPMENT PRIOR TO INSTALLATION OF ANY CONDUIT AND/OR STUB -UP LOCATIONS. 10. CEILING MOUNTED ECONOMY OEP BOXES ARE FURNISHED BY McDONALD'S, AND INSTALLED BY THE GC. CORD AND PLUG SET FURNISHED BY THE KES ARE TO BE INSTALLED BY THE EC. 11. FOR GRILLS, FRYERS AND ANSUL SYSTEMS, EC SHALL EXTEND CONDUIT AND CONDUCTORS DOWN CHASE OR WALL TO TERMINAL BLOCK MOUNTED ON EQUIPMENT AND MAKE FINAL CONNECTIONS TO TERMINAL BLOCKS PER JURISDICTION HAVING AUTHORITY. 12. ALL HOLES IN THE FRONT COUNTER FOR THE POS CORDS AND CABLES SHALL BE LOCATED BY OWNER AND DRILLED BY GC. 13. ALL ELECTRICAL CONDUCTORS SHALL BE CONNECTED TO RECEPTACLES USING ONLY THE TERMINAL SCREWS. RECEPTACLE BACK WIRE/QUICK CONNECTIONS SHALL NOT BE USED. 14. POWER AND CONTROL CORDS ARE FURNISHED WITH KITCHEN APPLIANCES. THE EC SHALL CONNECT CORD SETS TO APPLIANCES AS REQUIRED PER JURISDICTION HAVING AUTHORITY. 15. NON-METALLIC SHEATHED CABLE (ROMEX, NM, NMC, & NMS), ARMORED CABLE TYPE AC (BX) AND ELECTRICAL NON-METALLIC TUBING, TYPE ENT SHALL NOT BE USED AS WIRING METHODS. 16. MINIMUM WIRE SIZE SHALL BE #12 AWG COPPER UNLESS NOTED OTHERWISE. MINIMUM CONDUIT SIZE SHALL BE 1/2" UNLESS OTHERWISE NOTED. WIRE INSTALLED UNDERSLAB SHALL BE THW. ALL HOME RUNS SHALL BE SIZED BY THE EC ACCORDING TO THE NEC. 17. ALL WIRING SHALL BE INSTALLED IN RACEWAYS CONSISTING OF THE FOLLOWING MATERIAL: -METALLIC: EMT, IMC HEAVY -WALL CONDUIT. (AS PERMITTED BY LOCAL CODES) -METAL CLAD CABLE - MAX. 6' LENGTHS FOR LIGHTING ONLY (AS PERMITTED BY LOCAL CODES) 18. EQUIPMENT REQUIRING ELECTRICAL POWER TO OPERATE,(FINAL CONNECTION,WIRING,HOOK-UP,ETC.)SHALL BE DONE BY THE ELECTRICAL CONTRACTOR. 19. THE ENTIRE REFRIGERATION SYSTEM SHALL BE WIRED AND CONNECTED BY THE ELECTRICAL CONTRACTOR AS DIRECTED BY THE KITCHEN EQUIPMENT SUPPLIER. ROUGH -INS (NEW & RELOCATED KITCHEN EQUIPMENT) 1. ALL ELECTRICAL ROUGH -INS SHOWN ON THIS PLAN SHALL INCLUDE AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTOR CONTAINED WITHIN THE SAME CONDUIT AS THE CIRCUIT CONDUCTORS AND SIZED PER NEC. 2. ROUGH -INS FOR EXISTING EQUIPMENT TO REMAIN ARE NOT SHOWN ON THIS PLAN. FOR EACH JOB, EC TO VERIFY WITH OWNER/OPERATOR OR STORE MANAGER/McD PROJECT MANAGER/KES WHICH EXISTING EQUIPMENT WILL REMAIN AND IF IT WILL BE RELOCATED. 3. OEP BOXES SHALL BE LOCATED DIRECTLY OVER KITCHEN EQUIPMENT. THEY SHALL NOT REMAIN OR BE PLACED OVER AISLES. 4. OEP CORD LENGTHS SHALL BE ADJUSTED TO PREVENT THEM FROM IMPEDING PREPLINE FUNCTION AND TO PREVENT CONTACT WITH ANY HOT SURFACES THAT WILL DAMAGE CORDS OR PLUGS. ELECTRICAL PANELS 1. THE EC SHALL BE RESPONSIBLE FOR BALANCING THE LOADS ON ALL PANELS CHANGED BY THIS PROJECT. 2. EC IS RESPONSIBLE TO VERIFY SUBPANEL'S CAPACITY TO HANDLE ANY NEW OR RELOCATED LOADS FOR THE REMODEL, PRIOR TO PERFORMING ANY WORK. 3. EC IS RESPONSIBLE FOR THE PROPER IDENTIFICATION AND LABELING OF ALL CIRCUIT BREAKERS ADDED, REMOVED, OR RELOCATED BY THIS PROJECT. NEW PANELS SHALL BE PROVIDED WITH A TYPEWRITTEN CIRCUIT DIRECTORY. ANY CHANGE TO ANY EXISTING PANEL WILL REQUIRE THE PANEL DIRECTORY TO BE UPDATED IN THE METHOD DESCRIBED ABOVE TO ACCURATELY REFLECT ITS CURRENT STATE. 4. EC SHALL PROVIDE ELECTRICAL SERVICE TO EQUIPMENT MOUNTED BREAKER PANEL. 5. IF THE PREP LINE/CENTER ISLAND TABLE ALLOWS THE RE -USE OF THE EXISTING 150A CENTER ISLAND PANEL, IF POSSIBLE, REPLACE CIRCUIT BREAKERS IN CENTER ISLAND DISTRIBUTION PANEL WITH 22,000 AIC RATED BREAKERS OR ADD A CURRENT LIMITING DEVICE INTO THE CENTER ISLAND FEEDER CIRCUIT THAT WILL LIMIT THE FAULT CURRENT TO LESS THAN 10,000A OR REPLACE THE FEEDER BREAKER WITH A BREAKER THAT IS SERIES RATED WITH THE BREAKERS IN THE CENTER ISLAND PANEL. LIGHTING 1. EC SHALL FIELD VERIFY THAT LIGHT FIXTURES DO NOT OBSTRUCT OR CONFLICT WITH THE WORK OF OTHER TRADES. IF A DISCREPANCY IS FOUND, THE EC SHALL RELOCATE LIGHT FIXTURES AFFECTED BY THIS PROJECT TO ACCOMMODATE EQUIPMENT WHILE MAINTAINING A UNIFORM LIGHTING PATTERN. TO ACCOMPLISH UNIFORMITY, NEW FIXTURES MAY NEED TO BE ADDED. NEW FIXTURES SHALL BE OF SIMILAR TYPE TO EXISTING FIXTURES. IN ANY CASE, A LIGHTING LEVEL OF 50 FOOTCANDLES IS THE REQUIRED MINIMUM IN THE KITCHEN AREA. (S) EXHAUST DUCT ABANDONED CONDUITS RING 1. ABANDONED WORK: CUT, REMOVE RACEWAY 2 INCHES BELOW THE SURFACE OF ADJACENT CONSTRUCTION AND ABANDON REMAINING RACEWAY IN PLACE. CAP AND PATCH SURFACE TO MATCH EXISTING FINISH. DE -TERMINATE AND REMOVE ALL UNUSED WIRING. (POINT OF SALE - COMPUTERS, MONITORS, KVS MONITORS, PRINTERS, ETC.) 1. ALL NEW ELECTRICAL CIRCUITS FOR ANY POS EQUIPMENT SHALL BE OF THE "ISOLATED GROUND/DEDICATED CIRCUIT TYPE. 2. ALL POS CIRCUITS SHALL BE POWERED FROM THE SAME PHASE (TYPICALLY PHASE C) 3. E.C. TO CHECK AND VERIFY THAT ALL EXISTING POS CIRCUITS CONFORM TO "ISOLATED GROUND/DEDICATED CIRCUIT" DETAIL PRIOR TO CONNECTION AND INSTALLATION OF ANY NEW POS EQUIPMENT. IF ISOLATED GROUND/DEDICATED CIRCUIT IS NOT IN COMPLIANCE WITH DETAIL, NOTIFY OWNER/OPERATOR OR STORE MANAGER/McD PROJECT MANAGER OF NON-COMPLIANCE. DETERMINE COURSE OF ACTION WITH ALL APPROPRIATE PARTIES, RE-ESTABLISH ISOLATED GROUND/DEDICATED CIRCUIT OR USE LINE CONDITIONERS. CAUTION: EVEN IF ISOLATED GROUND/DEDICATED CIRCUIT IS WIRED CORRECTLY, THE ELECTRICAL ENVIRONMENT MAY STILL REQUIRE THE USE OF LINE CONDITIONERS TO PROVIDE POWER CLEAN ENOUGH FOR THE POS. THEREFORE, IT MAY BE MORE COST AND TIME EFFECTIVE. PROVIDED THE EXISTING WIRING OFFERS A GOOD GROUNDING PATH. TO UTILIZE LINE CONDITIONERS INSTEAD OF TRYING TO RE-ESTABLISH ISOLATED GROUND/DEDICATED CIRCUIT WIRING. 4. CONTACT REGIONAL CONSTRUCTION MANAGER FOR LINE CONDITIONER INFORMATION PACKAGE. COORDINATION WILL BE REQUIRED BETWEEN HUBBELL AND THE POS SYSTEM SUPPLIER TO DETERMINE THE EXACT NUMBER OF UNITS REQUIRED PER STORE (TYP. 6-7 UNITS) ELECTRICAL SYMBOL LEGEND SYMBOL/ABBR. DESCIIPTION ® ELECTRICAL ROUGH -IN NUMBER PLUMBING ROUGH -IN NUMBER DUPLEX CONVENIENCE OUTLET BEVERAGE/SODA CONDUIT QUADRAPLEX CONVENIENCE OUTLET REFRIGERATION LINE JUNCTION BOX - WALL OR CEILING MOUNTED ® SPECIAL PURPOSE OUTLET ® ISOLATED GROUND OUTLET 4 NON-FUSED DISCONNECT SWITCH (S) EXHAUST DUCT A AMPERES ACM AREA CONSTRUCTION MANAGER AFF ABOVE FINISHED FLOOR BFC BELOW FINISHED CEILING CBB CIRCUIT BREAKER CCT CIRCUIT DCO DUPLEX CONVENIENCE OUTLET GFC/GFCI GROUND FAULT CIRCUIT INTERUPTER GRD GROUND JB JUNCTION BOX KW KILOWATT GC GENERAL CONTRACTOR KES KITCHEN EQUIPMENT SUPPLIER (FRANKE) EC ELECTRICAL CONTRACTOR GENERAL PLUMBING NOTES PLUMBING SYMBOL LEGEND SYMBOL/ABBR. DESClIP11ON © PLUMBING ROUGH -IN NUMBER O BEVERAGE/SODA CONDUIT 0 REFRIGERATION LINE WHILE EQUIPMENT IS IN OPERATION: A. 701.08 P1 FLOOR SINK 701.10 P1 FLOOR DRAIN FRYER - 3 HOSE BIBB (S) EXHAUST DUCT ACM AREA CONSTRUCTION MANAGER AFF ABOVE FINISHED FLOOR BFC BELOW FINISHED CEILING BSI BEVERAGE SYSTEM INSTALLER CO CLEAN-OUT EC ELECTIRICAL CONTRACTOR GC GENENAL CONTRACTOR KES IKITCHEN EQUIPMENT SUPPLIER (FRANKE) PC I PLUMBING CONTRACTOR INSTALLATION METHODS 1. ALL WORK SHALL BE PERFORMED BY A QUALIFIED, LICENSED PLUMBER IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES. 2. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. CLEANOUTS SHALL BE INSTALLED AT ALL CHANGES OF DIRECTION GREATER THAN 45' . WHERE MORE THAN ONE CHANGE OF DIRECTION OCCURS IN A SINGLE PIPE RUN, ONLY ONE (1) CLEANOUT SHALL BE REQUIRED FOR EVERY 40 FEET OF DEVELOPED LENGTH. 4. CLEANOUTS SHALL BE INSTALLED ON PIPES PRIOR TO ANY SLAB PENETRATION. 5. WHERE PIPING IS LOCATED WITHIN WALL CAVITIES, ACCESS TO THE CLEANOUTS SHALL BE PROVIDED. 6. ALL FLOOR DRAINS THAT DO NOT SERVE EQUIPMENT SHALL BE PROTECTED AGAINST DRYING OUT EITHER THROUGH THE INSTALLATION OF A TRAP PRIMER OR PROSET TRAP GUARD. 7. ALL PLUMBING WORK PERFORMED SHALL BE PERFORMED IN A NEAT, PROFESSIONAL, AND WORKMAN LIKE MANNER. FINAL INSTALLATION SHALL BE COMPLETE, SAFE AND CODE COMPLIANT. NOTES 1. ALL WORK SHALL BE COORDINATED BETWEEN THE McDONALD'S AREA CONSTRUCTION MANAGER, G.C., ALL SUBCONTRACTORS, FRANKE, AND THE DECOR PACKAGE SUPPLIER & INSTALLER. 2. THE BEVERAGE SYSTEM INSTALLER FURNISHES, RUNS, AND CONNECTS ALL FLEXIBLE WATER AND SYRUP LINES FOR ALL AFFECTED EQUIPMENT INCLUDING THE FOLLOWING: A. HOT CHOCOLATE B. COFFEE MACHINES C. ICE MACHINES D. ORANGE JUICE E. SODA TOWERS 3. ALL WATER HEATERS INSTALLED IN McDONALD'S RESTAURANTS SHALL BE HIGH EFFICIENCY SEALED -COMBUSTION WATER HEATERS. THE INSTALLATION OF STANDARD EFFICIENCY GRAVITY -VENTED WATER HEATERS IS PROHIBITED. 4. THE AREA CONSTRUCTION MANAGER, PLUMBING CONTRACTOR AND FRANKE SHALL COORDINATE WHICH 3 -COMPARTMENT SINK IS BEING INSTALLED IN THE RESTAURANT. NOTE: THE INSTALLATION OF A POWER SOAK SINK REQUIRES A LARGER WATER HEATER THAN THE STANDARD 3 -COMPARTMENT SINK. 5. ALL DIMENSIONS SHOWN ARE SURFACE FINISH TO SURFACE FINISH. PC TO MAKE ALL NECESSARY ALLOWANCES TO HOLD SHOWI\ DIMENSIONS. 6. DIMENSIONS SHOWING THE LOCATION OF DRAINS AND FLOOR SINKS ARE CENTERLINE DIMENSIONS. NATURAL GAS SYSTEMS (IF APPLICABLE) 1. ALL GAS PIPING FOR COOKING EQUIPMENT SHALL TERMINATE IN THE CEILING PRIOR TO THE INSTALLATION OF THE PIPING CHASE. UPON INSTALLATION OF THE CHASE, THE GAS PIPING SHALL THEN BE CONTINUED IN THE CHASE FOR THE FINAL CONNECTION TO THE APPLIANCE. 2. ALL GAS PIPING, WATER HEATER VENTS, INTAKES AND FLUES SHALL CONFORM TO THE CURRENT VERSION OF NFPA 54, NATIONAL FUEL AND GAS CODE, AND ANY LOCAL CODE REQUIREMENT 3. GAS PIPING SHALL NOT PENETRATE ANY FIRE -RATED CHASE OR SHAFT, DUCTWORK, OR PLENUM. 4. AFTER PERFORMING THE REQUIRED PRESSURE TESTING AND ANY LEAKS REMEDIED, THE INSTALLING MEASURE AND VERIFY THE FOLLOWING GAS PRESSURES WHILE EQUIPMENT IS IN OPERATION: A. GRILL - 5" W.C. NATURAL, 10" W.C. LP. B. FRYER - 3 -1/2" W.C. NATURAL, 8 -1/4" LP C. WATER HEATER - 5" W.C. NATURAL, 11" W.C. LP D. HVAC UNIT - 5" W.C. NATURAL, 11' W.C. LP GENERAL MECHANICAL NOTES INSTALLATION METHODS 1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. 2. ALL DIMENSIONS, CLEARANCES AND TOLERANCES SHALL BE VERIFIED PRIOR TO INSTALLATION. 3. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ITS LISTING AND/OR THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. ALL PENETRATIONS OF FIRE -RATED WALLS SHALL BE FIRESTOPPED WITH AN APPROVED AND LISTED FIRESTOPPING SYSTEM. 5. THE GENERAL CONTRACTOR SHALL STUDY THE MECHANICAL ROUGH -IN PLAN PREPARED BY McD'S PRIOR TO INSTALLING ANY BASES, SLAB POURING, ERECTING UTILITY CHASES OR PROVIDING FOR ANY INSTALLATION CONNECTED WITH THE INSTALLATION EQUIPMENT, 6. THE MECHANICAL CONTRACTORS ARE TO STUDY ALL FIXTURE LEGENDS ON ALL SHEETS AND ALL RELATED DETAILS BEFORE PROCEEDING WITH ANY ROUGH -IN WORK. 7. ALL MECHANICAL WORK PERFORMED SHALL BE PERFORMED IN A NEAT, PROFESSIONAL, AND WORKMAN LIKE MANNER. FINAL INSTALLATION SHALL BE COMPLETE, SAFE AND CODE COMPLIANT. COMMERCIAL KITCHEN EXHAUST SYSTEMS 1. ALL METAL DUCTWORK USED FOR THE CONVEYANCE OF GREASE -LADEN AIR SHALL BE CONSTRUCTED OF MINIMUM 18 GAUGE STAINLESS STEEL OR 16 GAUGE CARBON STEEL. 2. ALL GREASE EXHAUST DUCTWORK JOINTS SHALL BE EITHER TELESCOPING OR BELL TYPE. BUTT -WELDED JOINTS ARE PROHIBITED. 3. ACCESS PANELS SHALL BE PROVIDED AT ALL CHANGES IN DIRECTION OF THE GREASE EXHAUST DUCTWORK SYSTEM. ACCESS PANELS SHALL BE INSTALLED IN ACCORDANCE WITH THE INSULATION MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SHALL BE LABELED AS FOLLOWS: "ACCESS PANEL - DO NOT OBSTRUCT" 4. ANY MODIFICATIONS OF EXISTING KITCHEN EXHAUST HOODS, EXHAUST FANS AND CARBON STEEL DUCTWORK ARE TO BE MADE IN ACCORDANCE WITH THE MOST RECENT EDITION OF NFPA-96, STANDARD FOR VENTILATION CONTROL AND FIRE PROTECTION OF COMMERCIAL COOKING OPERATIONS. THIS INCLUDES: CLEARANCES TO COMBUSTIBLE MATERIALS, FIRE CHASES/FIRE WRAPS, DISCHARGE POINT OF EXHAUST IN RELATION TO FRESH AIR INTAKES, WALLS AND ADJACENT BUILDINGS, ETC. 5. ANY ANSUL R-101 AND PRE UL -300 R-102 FIRE SUPPRESSION SYSTEMS THAT ARE ENCOUNTERED ARE TO BE REPLACED WITH ANSUL UL -300 SYSTEMS. (ANSUL IS NO LONGER SUPPORTING R-101 AND PRE UL -300 R-102 FIRE SUPPRESSION SYSTEMS.) 6. RELOCATE ANY HVAC SUPPLY DIFFUSERS THAT INTERFERE WITH THE CAPTURE OF COOKING VAPORS AT EXHAUST HOODS OR DISCHARGE AIR DIRECTLY ONTO HEATED SURFACES. (DIFFUSERS SHOULD BE POSITIONED OVER AISLES AND TO THE SIDES OF EXHAUST HOODS.) 7. PROVIDE AN "AIR BALANCE" OF THE RESTAURANT IF THE TOTAL AMOUNT OF AIR EXHAUSTED IS REVISED DUE TO CHANGES IN THE COOKING APPLIANCES PRESENT. (A THREE -VAT FRYER IS INSTALLED IN THE PLACE OF A TWO -VAT FRYER) 8. ALL CARBON STEEL DUCTWORK TO BE SIZED TO PROVIDE A MINIMUM TRANSPORT VELOCITY OF 1500 FPM AND A MAXIMUM OF 2100 FPM. 9. EQUIPMENT VENTILATOR WIRING IS TO AN INTERLOCK SYSTEM PROVIDED AS PER McDONALD'S SPECIFICATIONS. REFRIGERANT PIPING 1. ALL REFRIGERATION WORK SHALL BE PERFORMED BY A CERTIFIED REFRIGERATION CONTRACTOR. (FINAL ELECTRICAL CONNECTIONS CONTRACTOR SHALL TO BE PERFORMED BY THE EC.) 2. ALL REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TUBING OF TYPE L IN ACCORDANCE WITH ASTW B 88 AND ALL JOINTS SHALL BE SOLDERED. 3. ALL REFRIGERANT LIQUID LINES SHALL BE INSULATED TO PREVENT AGAINST CONDENSATION. 4. ALL REFRIGERANT PIPING SYSTEMS SHALL BE PRESSURE TESTED FOR LEAKS PRIOR TO START-UP. ALL LEAKS SHOULD BE REMEDIED BEFORE TURNOVER. IF THESE PRESSURES ARE NOT MET. THIS SHALL BE REPORTED IMMEDIATELY TO THE McDONALD'S AREA CONSTRUCTION MANAGER. T-TF,KITCHEN 2. NO SCALE HOTESS I LU LU J Q z SM Franke Foodservice Systems, Inc. 800 Aviation Parkway Smyrna, TN USA 37167 Tel. +888 437-2653 fs-sales.us@franke.com www.frankefs.com do 2616 Franke Foodservice Systems, Inc. These drawings and specifications are the property of Franke Technology and Trademark Ltd and shall not be reproduced, mored or tonstered to any third party withoutthe phorwrtten permission ofFranke TechnnloWand TmdemarkLtd. kerglawl, Swlttehand Exclusion of Lashley FRANKE tikes no responslblllA far the accuracy of the lnnr plans and constructional drawings. All dimensions and connections specified by FRANKE must be checked by the client prior to Installation. Specifications for power consumption and connections are limbed to equipment supplied by FRANKE. All third party accessories shown Ile within the responsibility of Me client FRANKE reserves the Thum change equipment without notice 4WONALDS Restaurant # 16910 Title REMODEL FRANK SANDOVAL Site Address 38TH & WADSWORTH city WHEAT RIDGE State Zip Code Country CO 80033 USA Region AMERICA FREESTANDER Electrical Service 208V-230V/60HZ Gas Service Market Manager DOUG PEW Franke Project Number NZ000 Date Issued 6/2/2016 Modified By: shahn2 Drawing Scale AS NOTED Units inch Drawing Number 005-0319 KIT K2.1 Revision A i CITY OF WHEAT RIDGE ' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t �� I M , i Job Address: 3901 P5Lao R 7r1 L/ 1) Permit Number: 2 ods 0087'-/ r-, 'J ❑ No one available for inspection: Time f 3 G /AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: ��✓✓✓/ DO NOT REMOVE THIS NOTICE City of Wheat 0g,e COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Perm its(o-)ci.wheatridge co us FOR OFFICE USE ONLY Date: Oct I 2-E 1/ to Add to Permit # 1),o I bb3 Building Permit Revision/Amendment Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: 3902 Wadsworth Blvd., Wheat Ridge, CO 80033 Property Owner (please print): Johri Litman Phone: 720-357-5634 Property Owner Email: Johri . Litman@us. mcd. com Mailing Address: (if different than property address) Address: 4643 South Ulster St, Suite 1300 City State Zip: Denver, CO 80237 Submitting Company: AECOM Contact Person: Evan Scott Phone: 973-883-8590 Contractor: Christofferson Commercial Builders Contractors City License # 120031 Contractor E-mail Address: Colin@ccbuildersinc.com Phone: 719-559-0978 Please Note: Additional valuation must include all general and subcontracted work to be performed related to the revisions and/or amendments declared in the description of work and which were not included in the original permit valuation. If revisions or amendments increase the original valuation, additional fees will be due at the time of approval. Depending on the scope of work, additional plan review fees may be due upon approval ($60.00 an hour - 2 hour minimum). 1255 Broad Street Clifton, NJ 07013 TEL: (973) 883.8500 FAX: (973) 883.8501 City of Wheat Ridge Building & Inspection Services Division 7500 West 29,nAvenue Wheat Ridge, CO 80033 303-235-2855 SIR OR MADAM: WE ARE SENDING YOU Attached ❑ Shop Drawings Prints ❑ Copy of Letter ❑ Change Order LETTER OF T R ° NSW TTAL DATE JOB NO 9/27/16 60483275 ATTENTION Building & Inspection Services Division McDonald's 38"' & Wadsworth, CO PLEASE REFER TO THIS TRANSMITTAL NUMBER ON ALL FUTURE CORRESPONDENE ❑ Under a separate cover via the following items: ❑ Plans ❑ Samples ❑ Specifications ❑ Other: COPIES DATE NO. DESCRIPTION 2 09/27/16 ❑ Other 005-0319-00-0 38 n& Wadsworth, Wheat Ridge, CO — Building Permit Amendment 1 09/27/16 005-0319-00-0 38 & Wadsworth, Wheat Ridge, CO — Amendment Application THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ No Exceptions Taken N For your use ❑ Revise as Noted ❑ As requested ❑ Amend and Resubmit ❑ For review & comment ❑ Rejected -See Remarks ❑ FORBIDS DUE 19 REMARKS: Copy to: ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ Other ❑ PRINTS RETURNED AFTER LOAN TO US Signed:. Evan Scott, AIA LEED AP evan.scott@aecom.com 2'- 1 If 21-1 " 8'-4" (norr"'Jinal) 2 1- 1 if typ bottom plate to HSS typ bottom plate to HSS I ft --) v ---) FF I it HSS 2 1/2"x 2 112"x 3/16" (7'-0" long) aw HSS IIx d[, "x 1/4" (long side horizontal) v. V �A Undisturbed soil 2 diameter ELEVATION 0 SIGN r1N r� utTAIL El ,PROFILE OF SIGN 112"x 3/ 16" W Slope concrete to shed water Concrete foundation fc = 3000 psi. No. 3 ties, 12" c/cl, (3) in top 5 it 3/4"0 anchor rods ASTM F 1554 grade 105 No. 6 bars (each anchor rod) co a. ��v�sc r� 3 HSS 2 112"x 2 112"x 1/ 16" Design forces at base plate connection M 3.26 FT -K lot- 6It 411 4g16 If through boll pipe (6 112" long) .14" wall) 2 112"x 3/16" N 1 "0 bolt holes 10) NOTES N 0.82 K of Structural design conforms to uilding Code. �/4 11 re 1 2 11 x 2nit alk n f-%; elm VIN e-� _j __j A n f--% r- -7 4 t-% 1. 17 FT -K mvnl` T ameNW1 HSS 8"x 4"x '1/ 4, " HSS 12"x 4"x 3/16" D I CO' Grade SECTION C—C A i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _ I / r -i S1 t'2 I Job Address: _ 3902 w 6"75we ,2 H a' -V b Permit Number; ZO (o or, 0 7 U K w el I S C f= � L G f� /IK fa Y on' foJ / L 4 t I- r aj .-'r 11 ❑ No one available for inspection: Time - cc 'AM /PM L_ Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: / C Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE �(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: - J I Al Job Address: C)a gI-V Permit Number: Q CD 1(, O Oik 7� l,hl 1-cclCl o(� l.�CAN xe, H 31(LL ❑ No one available for inspection: Time i, a Re -Inspection required: ( Yes No When corrections have been ade, call for re -inspection at 303-234-5933 Date: Inspecto(_�,'- )t�� DO NOT REMOVE THIS NOTICE N* i CITY OF WHEAT RIDGE �9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 {1 Job Address: Permit Number: j -� ❑ No one available for inspection: Time 11 ,106 &/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: j,)) ,4 ) c- Inspect —_ DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t it " 11 1 S HC r 2 Job Address: 3102 0 6 i N acv Permit Number: 20CD 67 y hl GLI, rit� e- Y, PotI h,OrnS 5-irJ..rPi C ❑ No one available for inspection: Time 3'061 AM/PM Re -Inspection required: Yes( _Ng,, * When corrections have been made, call for re -inspection at 303-234-5933 Date: �- Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: `j 4 -CC Job Address: 3 `CD2 wrt�Swa(zTrf d �� Permit Number: 2©i d O o X7`1 i ❑ No one available for inspection: Time 0 2 kwpm Re -Inspection required: Yes N:� *When corrections have been made, call for re -inspection at 303-234-5933 ��-12-4 7�/(/ Date: � Inspector: � DO NOT REMOVE THIS NOTICE "i CITY OF WHEAT RIDGE �9r(303) Building Inspection Division (303) 234-5933 Inspection line 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: 0 Permit Number: i.14� �! 70 rJ 711 ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date I Inspect Jl t, DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Sign PERMIT - 201601.415 PERMIT NO: 201601415 ISSUED: 09/27/2016 JOB ADDRESS: 3902 Wadsworth BLVD EXPIRES: 09/27/2017 JOB DESCRIPTION: Installing 2 automatic menu -boards for McDonald's drive-thru; 51.64 sq ft *** CONTACTS *** OWNER (303)232-3390 SANDOVAL FRANK GC (913)952-8380 Jacob Horwitz 160189 Installation & Service Tech. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: / SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,161.30 FEES Total Valuation 0.00 Plan Review Fee 225.52 Use Tax 326.90 Permit Fee 346.95 PAID Misc. Fee 1.25 �7-}�-� * * TOTAL * * 900.62 I S U,� �1O , 1 *** COMMENTS *** *** CONDITIONS *** All work shall comply with applicable codes and ordinances and is subject to field inspections, per the 2014 NEC and the 2012 IBC codes. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this perinit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be perfori�ned and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of or CONTRACTOR (Circle one) Date 1. This permi as issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. ?. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writingand received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. o t/� _ ranclJ6 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. wrA City of Wheat�ge COMMUNITY DEVELOPMENT Building $ Inspection Services Division 7500 W. 29`h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a.ci.wheatridge.co.us I F, R OFFICE USE ONLY Date: 6 y1 I r/ Plan/Permit # Plan Review Fee: d 2-7-(Z-. Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. ;>;3 Property Address: 3`� � � 1..�.ioy�S��lo C�"� L�1 ��.�- � �o�G� , �� d �UCU Property Owner (please print): F rp`n�, 4';q r_A0 ` L_X1 Phone: :3 _ Z3 3396 Property Owner Email: ��'o n�',CjG\oC ovo j/0 QcQ(_ � , 111' c D .r'b stn Mailing Address: (if different than property address) Address: � 3'} 0 rel i55 1'6 n OI City, State, Zip: Architect/Engineer: p E C O ^"' A.". 66,7-06 Architect/Engineer E-mail: Ldc"n,��une� ��s�M,c��Phone:9'73 `'8`3 —S�SQu Contractor: icon cLz, Lwo",Iyl Contractors City License #: Phone: Gi \-2i— 652--7000 Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Cit? of Wheat Rid e 89/15/2816 14:1 CDBB Installing 2 automat Other City Licensec CDB813693 AMOUNT City License # BPSP 3902 Wadsworth BLVD 25.52 APPL/PERMIT NO: 281681415 Complete all information on BOTH sides o PAYMENT RECEIVED AMOUNT CHECK: 8975 225.52 5.52 TOTAL ---------------------------------------- 0 COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE ❑ NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) Sq. Ft./LF Amps t ) IM be+ fos' 0, -\v?AV ,V, C � ,5L 6Y �� T Btu's Squares V-- \ ' `C O OCNZ Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) j16t►b1,30 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I atm the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. 1, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o AUTHORIZED REPRESENTATIVE) o (OWN (CONTRACTOR) Electronic Sienature (Rrst and last name): DATE: ZONING COMMMENTS. Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: Building Division Valuation: $ Freestanding Siqn Calculation Sheet You must complete this sheet and include it in the submittal package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. �R� _ l Protect Address: 3902 W"G.VjJ(b, Contractor: keZt d9-1 GO $V033 You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Step 1: Determine the square footage of the building: Building size (in square feet): -7 O (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula: If the building is 0 —1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 — 5,000 square feet in size, complete the following: 7 0 - 1,501 = Z�� - 50 + 35 = Building size If the building is 5,001 — 50,000 square feet in size, complete the following: - 5,001 = _ 500 = + 100 = Building size If the building is 50,000 + square feet in size, complete the following: - 50,001 = - 1,000 = + 190 = � Ll 3�S Allowed sign size Allowed sign size Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back The sign must meet a setback from the street right-of-way. If the sign is less than 7 feet in height, the sign must be setback 5 feet. If the sign is between 7 feet and 15 feet the sign must be setback 10 feet. For most freestanding signs, the maximum height is 15 feet. For properties within '/4 mile of the interstate, freestanding signs may be 50 feet tall. These signs must be setback at least 30 feet from the street right-of-way. Step 3: Determine the height of the new sign: 71 B 7' 1 The new proposed freestanding sign will be 5i99jj feet tall. Step 4: Determine the setback from the street right-of-way: The new proposed sign will be setback feet from the street right-of-way. All freestanding signs must adhere to the sight distance triangle requirements as listed in Section 26-603 of the Code of Laws. You must include a site plan which details the location of the freestanding sign, building and drive areas. Show all new and existing signage (include the square footage and height of all existing signs). Please include a detail of the proposed sign, including the overall square footage and height, as well as any electrical and structural details which may be pertinent. OVERALL FRONT FOOTPRINT OF OPO -4 SHORT 51.64 SO FT OPO -4S TRIANGLE ROTATION FOOTPRINT 1 J 0. 144" TRIANGLE ROTATION FnaH: 9 24.00 11 7 6 5 103.46" 10.24" —j OVERALL FRONT FOOTPRINT OF OPO -4 SHORT 51.64 SQ FT o. TRIANGLE ROTATION v �2 .44" 29 5„ ON SITE PLANS .4 MUST BE ON SITE FOR INSPECTION --------- -------- -------- -------- ALL Prov*ccts are TRIANGLE ROTATION Subimt to Ficld Inspections CIRCLE 103.46" OPO -4S TRIANGLE ROTATION FOOTPRINT MATERIAL: FINISH: WEIGHT: 1111 PARI I A SSEMBLY 1HALLCON11-0 ICLERANCES UNLESS OTHERWISE SPECEIED ;HG DRAWING AND ALL NFO —1c. FL. PLASTICS INIERNATIONAL (HEREON IS THE PROPERTY OF FLORIDA BANNED SUBSTANCE AND ENVIRONMENTAL Y SUJU xx%=.010 PLASTICS NI'L INC. AND SHALL NOT HAZARDOUS SUBSTANCE REQUIREMENTS x% 0 ANGULAR=I DEGREE BE COPED OR REPRODUCED WBHOUT DOCUMENTEDINRoHSCOMPUANCEBULLE"14 CRRICAIDRAENSION(OBE INSPECTED THEIR W RRTEN PERMISSION. 7 S 4 3 fw,PPRO� BY: DATE: COMMENTS-, �Illllllllwo Florida Plastics YSER Internatli A DIVISION OF KEY3ER GRq�P 10200 SOUTH KEDZIE AVE. EVERGREEN PARK, IL. 60805 (708) 499-0400 FAX )708) 499-4620 OPO4 SHORT BOARD I - I2 Io -17 FSHEET I OF I 2 THE LAYOUT OF THE DRIvE-THRU WOES SHOWN 111 TMS DETAIL LLUSTRATES DRIVE-THRU DESIGN PRINCIPLES ONLY. FOR ACTUAL LAYOUT DERIVED FROM THESE PRINCIPLES. SEi CML DRAWINGS. S' CONCAM CL98Nf. ff4, l\ RTO✓RE3 AN*% PPEITNI4C P \ LION Of CONCRETE :�f+CT ACCESS Mull SITE YY IREss PAD/ snowy/ ANOSCJ/WC Aar � v •P�. +a —Cult CMB (iv P.) Q-- A�LANosuP.w - A IT LAAAtSt f ' 1. SDE BY SCE DfFE-THRU STANDARD B CLRONO OEYALS UI.YE-THRU IANES BDu.0 BT CUNB ON BDIFI SKIS AK ID FE 12'-0'. 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AND 120') AO A MAF OF 120 ICD O' 6 OPnUAL. ® THE CUJTEI E OF THE "A&AW MW BOARD IOV-00101 IS t0 at 10'-O' [RO nDHECCWEI Cr "Hi COO FON 1 Y 0N OtK PRRAWT 1IDNU d6w0 SW..o e[ Af AN ANaE eEMEw W AAO 50 ANCJE FROM ACM ?CSI CNE] AT frE COD 10 LCA)ANzZ SECOND CAR IrEANC L V.CEA 1WDCNALD'S ORC(R FERE CANOPY' CCO/CANOPT FOLNO1101F 'KIN'Af.ANSI BION OF CL RB SEE AAUFJFACTURER/LOCK SPfCAfCArOVS FOR XT -LS aA SNdL Kt ARD S.IOLLD BE=OSV`OMZ K tK CAAI•(" Cf 1< 94EONC Ch INE ORNE-rNRU SCE IT S.OLLO at mr-I/ AGAINST •K evLowG NC FACE OF THE B0.LARO KYAL K MIT AC1fiIS1 TF( BACK or DE CLAS 4.WI 'wooNALD s cArEWAr `-CN FCU`drON r4nT ACANST &CK Cf CLAS SEE "w1ACTLRER/CCCII SPECr".CMS FOR CETAA.S TIE CKT.WCT B(T.f EN THE TP Cf THE CURKO 6LANO AND THE CENTER LNE Cf nfyMMU .E PRT CCO ST BE IS' -0' T.6 u(ASLRENOAT IS r"EJ1 PARALLEL f0 INC INSKV" C,Al FACE Of nE "I" A TT LANE OAHE :RI m" IANC DETECTOR LOO" SAE:IULD BE 'fWCTCCULAR t] FT.f CCNIFI Of TOE PR'AAAAY CCC+ 6. 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KE u :FACIUPIA LOCAL SFKCwCATCNS FCR DCALS •E rK SECCNDARV YCNU 90.90 SIAL Of PARALLEL TO n.E I-- ORM TFRU LAX (OPO u(NU ROAM S.•OLLC SE AT M ANUE NO GREATER 'NN 30 TO AAAFMAZE ,V,0.0 CAR LIEIAIAO) aF 'AW ELME. ANT TWE- WA'.MO SIGN IFUST 9E A UIN. Cr 1"-6' TROY FACE O CURB AI INE JI[G f, Cf 1..E LAIOSCAPE ISLAND BOLLARD WN IS IO 2f CRENTED AT AN AhrAf OF N FRCA1 TOE CLAS 1 SDE N SDE =K-TMW ST211D16D B 00MVI R TDO► 0 DETECTOR LOOPS wa K IOCATEC AT THE CENTER Of TOE .11OCw Ar * f CASH NO PRESENTER BCCnrS SIDE 8Y SIDE DRIVE—THRU STANDARD 8 OPTIONAL FEATURES: 1. WE BT 9R OIBIE-VOM STMADO" B OPfI VA. ED11NIM. A•IE-SELL tlOANO Ntryl 137. 16 -2: FK' ELLE Cf C1Ay 1..E OSIAIUCC BErKLm FIE PRWRT [00 WO PRE -SELL BOARD IS f0 BL 30' AS .9EAAURCO MLO" INE CENTER LIE OF THELANE. n'rS IS VEASURED F%Cu rK CENTEII X t•E PRE -SELL 9MRO FOINCADDH TO TOE CENTER CF TOE COO FOUNCATICN nE ANCLE Of WFEF-SEUL BOARD S1-OULD .WI IFRtE "'m VV TO THE T IIFI CAN FRCN COD GENERAL NOTES 1. SiCHArf } -THRTI F1EUENTS' COO. DME-THRU PYLON/CLEARANCE POLE, BOLLARD SIGN. AND FREESTANDING NERCNANDIZER SHALL BE CONSISTENT WfTH THE 2011 STANDARD BUILDING DESIGN DRIVE-THRU ELEMENTS. OTHER DESIGNS MAY NOT RC tAFn- 2 GENERAL CONTRACTOR STAALL COORDINATE 'LITH CIL PEAKS. .KCCWLO'S PRoAcr WAAAAG". AND 1,r�NAGC SLPPLIER f0 DMR&RIIIIE EAACT LOCALOOL ORENT\TIN. .+O;NIRR: KKMTS. AND W.8[R OF VCIFS AND OPER DRWC-INW ELEMENTS TO W vSrALLfD AF THIS S.ff .IAL .FORK TO BE COORDINATTO wn. OTHER TRADES J CoWACt A oCMA o'% NK.A CONSTR..CIKJN "Y AR rd %GAOL N CRSS-T.vU (LENENT f0On%G AND MAIC R[CURENE21TS. (N(CRWTON ALSO AVAAAdE Rf -" IENOOR WMTTS) SICOACE 1FAF11J 4MRER TO PROMS f0OTNTG ANCHORS A TrWPLAFTS t0 CC PIMA t0 rOu10AT10•r PCLdIP.G a SEE O -AL 2/07.0 NO ELEC"iCAL SHEETS ECR CANE TN7L RR'NG hFOAIAArICN S C.TI•EKAI CLwTPACIOR TO CCOFG+NAIE THE 4ES'O&SIUIWES OF INE ELECMICAL CCIATOXFOA AND TK SCO. SLPDL4R 6 CENERAL CONTRACTOR TO MfALL PRE-FOGWO. �RE-r REO NEFCLE CEIECTOR LCO' I GENERAL CONTRACTOR 4LUL LCR(Y COIOL'.F SUES QfWQEO IN NEIICL( LOCP EETECTOR SIIPPUEI .zOPROV • BY: DATE:_ COMMENTS - eS 7%1 s 7tf Jill _j J A � E31ji � �;S15jf A fj�a Eli[ C .jj 0 ;{Et1i :17 EF ol`il3ol } C(T(CTOR LOCP TLjNE OF W BUK ic /�— t7 O -_ CRE I• - LIWT Of CONET -- PAO (ERTTND I0'-0" �Z r . PAST EDGE Cf BLDG �.—/ WHEN 30D INNOCTR S UnJZCO) 420'-650 VAN LJ wwoow %LACTIC b' -C' UJAWO Ai SIDE 8Y SIDE DRIVE—THRU STANDARD 8 OPTIONAL FEATURES: 1. WE BT 9R OIBIE-VOM STMADO" B OPfI VA. ED11NIM. A•IE-SELL tlOANO Ntryl 137. 16 -2: FK' ELLE Cf C1Ay 1..E OSIAIUCC BErKLm FIE PRWRT [00 WO PRE -SELL BOARD IS f0 BL 30' AS .9EAAURCO MLO" INE CENTER LIE OF THELANE. n'rS IS VEASURED F%Cu rK CENTEII X t•E PRE -SELL 9MRO FOINCADDH TO TOE CENTER CF TOE COO FOUNCATICN nE ANCLE Of WFEF-SEUL BOARD S1-OULD .WI IFRtE "'m VV TO THE T IIFI CAN FRCN COD GENERAL NOTES 1. SiCHArf } -THRTI F1EUENTS' COO. DME-THRU PYLON/CLEARANCE POLE, BOLLARD SIGN. AND FREESTANDING NERCNANDIZER SHALL BE CONSISTENT WfTH THE 2011 STANDARD BUILDING DESIGN DRIVE-THRU ELEMENTS. OTHER DESIGNS MAY NOT RC tAFn- 2 GENERAL CONTRACTOR STAALL COORDINATE 'LITH CIL PEAKS. .KCCWLO'S PRoAcr WAAAAG". AND 1,r�NAGC SLPPLIER f0 DMR&RIIIIE EAACT LOCALOOL ORENT\TIN. .+O;NIRR: KKMTS. AND W.8[R OF VCIFS AND OPER DRWC-INW ELEMENTS TO W vSrALLfD AF THIS S.ff .IAL .FORK TO BE COORDINATTO wn. OTHER TRADES J CoWACt A oCMA o'% NK.A CONSTR..CIKJN "Y AR rd %GAOL N CRSS-T.vU (LENENT f0On%G AND MAIC R[CURENE21TS. (N(CRWTON ALSO AVAAAdE Rf -" IENOOR WMTTS) SICOACE 1FAF11J 4MRER TO PROMS f0OTNTG ANCHORS A TrWPLAFTS t0 CC PIMA t0 rOu10AT10•r PCLdIP.G a SEE O -AL 2/07.0 NO ELEC"iCAL SHEETS ECR CANE TN7L RR'NG hFOAIAArICN S C.TI•EKAI CLwTPACIOR TO CCOFG+NAIE THE 4ES'O&SIUIWES OF INE ELECMICAL CCIATOXFOA AND TK SCO. SLPDL4R 6 CENERAL CONTRACTOR TO MfALL PRE-FOGWO. �RE-r REO NEFCLE CEIECTOR LCO' I GENERAL CONTRACTOR 4LUL LCR(Y COIOL'.F SUES QfWQEO IN NEIICL( LOCP EETECTOR SIIPPUEI .zOPROV • BY: DATE:_ COMMENTS - eS 7%1 s 7tf Jill _j J A � E31ji � �;S15jf A fj�a Eli[ C .jj 0 ;{Et1i :17 EF ol`il3ol } A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: F_ R._—I. Job Address: 39 O Z��. Permit Number:Q '1 / to ❑ No one available for inspection: Time 5 AM/PM Re -Inspection required: Yes No *When corrections have been made, call for re -inspection at 303-234-5933 Date: 3 Inspector: , �c DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE ��9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: E u (- Job Address: 3 el0 2 w Gv od 3L ✓,D Permit Number: 2 ❑ No one available for inspection: Time AM& Re -Inspection required: Yes 60 * When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE OR CE USE ONLY � City of Date. .0 t j, C�C�t t DEVELOPMENT ENT Plenlpe its Building & Inspection Services Division 7500 W. 2e Ave., Wheat Ridge, CO 80033 Alen Review Fes; Office: 30 -235-2855 Fax: 303-237-8929 Inspection Line: 303-234-5933 Email. ppLmits@ci.wheatrid_qeco.us PAID Building ar it Application CTMUZE Property Address � { ped. Mailing Address: (if different than property address) Address: 2L, State, ZiL. Architect/Engineer E-mail: Phone: Contractorgz Contractors City License M Phone. 23 ontr for aRll Adt r ss: Scab Contractors: Electrical: Plumbing: Mechanical: W.k City License # WWII; City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License i# Complete all information on BOTH sides es of this form �' . M' y ♦ MAR A M q +M � • M R ut of ltr!# t bi� 1, etc,)' .` 4 i)1 t" FI " , t k Sq. FULF ;r Stu's Gallon Amps Squares Other 0 -A w m v+ 1 ?t wIWX!' i W . At Al WO tll M 1 mai �s 4-5 -c 9'4 71-01 V-ort T -f CT" AVUkJ fok#}.RIMAM CA9Crk SV* hE)h'tx D, gahRiGt Aob i.vnp.4�l k3v P 112t r. A S W A 1A, souvlE TUBE' x ULA` ;lAIt F,ViE TUSE z �Yt tiYjt�l'V'iti�it. mas fl4t#.Fw f uG 60M+kE* 1} a)'IRit{g1"gn��f�j��>iaijAJ\�iiA�t}`i�h�Y n„r�niVv`�\ Y \ \"xslppg t,tit a ' "k Y'k 4,%AAAAfUutAfl,AW34.k rt x`x A�x'S aas^Aai;„¢.E uueuo _ '"" $v 4t'4:.-Ce:Aarox u*4,Ark:.�", z?;.E&. Gk�rn9c} 4,""cAr.ER t,ReCficYatss�vfi. E.F' ¢la'rraN.iiS ' $R`ACIN.ORACkk@F ” 1g �Y+;yi}ti "k0,"�t}.,.. a1l<i ., S{ yt,l S? �1,. � t, t( >' r _ IMI ACA Sl,,N AAttA ACs,3 5sti*t ,etkY„Attk Ya A13T„&iT?d'+rSflo-k&fsY e3T1*A`A cr O ARif"„i.t_AN am S _.. .4 a6'>,k5U"RkcMWPs6 MTYAk ..-. .. m. «W. ... .... ,... 2AIE KATE(StE CFTAR.# &",h,4 F,1ATYc lkk C: M M,i SCAt.E, f?":" � f'•{)” VA- SCALE tl4" �� i'-tf" , 114'X36"X4"PLATES DESIGN FACTOR: TBD 3'. �, 9'4 71-01 T -f CT" AVUkJ fok#}.RIMAM CA9Crk SV* hE)h'tx D, gahRiGt Aob i.vnp.4�l k3v P 112t r. A S W A 1A, souvlE TUBE' x ULA` ;lAIt F,ViE TUSE w" mas fl4t#.Fw f uG 60M+kE* a ' "k Y'k 4,%AAAAfUutAfl,AW34.k rt x`x A�x'S aas^Aai;„¢.E uueuo _ '"" $v 4t'4:.-Ce:Aarox u*4,Ark:.�", z?;.E&. Gk�rn9c} 4,""cAr.ER t,ReCficYatss�vfi. E.F' ¢la'rraN.iiS ' $R`ACIN.ORACkk@F >' r _ IMI ACA Sl,,N AAttA ACs,3 5sti*t ,etkY„Attk Ya A13T„&iT?d'+rSflo-k&fsY e3T1*A`A cr O ARif"„i.t_AN am S _.. .4 a6'>,k5U"RkcMWPs6 MTYAk ..-. .. m. «W. ... .... ,... 2AIE KATE(StE CFTAR.# &",h,4 F,1ATYc lkk C: M M,i SCAt.E, f?":" � f'•{)” VA- SCALE tl4" �� i'-tf" 114'X36"X4"PLATES DESIGN FACTOR: TBD 7d6" ti0L 4 FIBERGLASS CANOPY WITH STEEL TUBE 5+E3" YS AND RIB INTERNAL STRUCTURE EXTERIOR FINISH: PAINT TO MATCH PMS ATTACHMENT 109 C YELLOW ELATEDlift LIGHT LENS REMOVABLE FOR SERVICE SCALE 3A",, 1'-0' Ul, APPROVED ELECTRICAL: 1.90 AMPS, 120 VOLTS AMPIM DESIGN FACTOR: 90 MPH „,S„ ALUMINUM ANGLE IRON STRUCTURE 4MMACM SKIN 1 1/4'X 18'X 2S' PLATE EXTERIOR FINISH: f'="HOLES BASE • BONE WHITE I IWANCHOR BOLTS SHROUD S POLE - DEEP C,AViAR U.i.APPROVEp ETeTfil✓ SCALE 3(4`.1'-6' t�^ ?iT SQUARE FOOTAGE: ACTUAL= 97.30 SCALE: S 4',,,1'4' BOXED? , 104,51 E txe}Yr<.. 'k9u" F§xy s!u~�i4# as - 5 �n Ys ro~s 61STRP8UYitt B}`5VGNLn+C v MCDtIkNALB'S W\f3 t .;..t,am � AT RIDGE, CO 15.4,„ 9 il,17 "A, 11e• ,��mectaxraemmrarr� 4R AAiGF. Stfni'+LM1W,b Fi nGt 45UKd l: Yw"ll .lWAP,34.k\'kdG FIX r4'k31 wXAViM31M*M r x<<x IWnccsM MAAANUE ikv°�s t�aers�zMn sta�.axiMa i MLI KATE SCALE 1W, V-0' f,'a?r�1Cf'iIs & I� 1/4' ALUMINUM PANEL W! 1ST SURFACE. PAINT & VINYL DECO. >+i„fix:. YELLOW DUPONT CENTARI 5000- BACK- GROUND, COPY & ARROW 3630.22 BLACK - LANES DESIGN FACTOR: TBD 18 GAUGE STEEL ARM WITH HINGE WI IST SURFACE PAINT AND VINYL DECORATION rr„M� MATCH PMS 109C YELLOW - SWING ARM 7725.12 BLACK VINYL -'CLEARANCE 9 FEET” COPY .ww.e tuSTlit D�`SiwaNUP.. xvaY N ,apersona �` AL SGA E WHEAT RIDGE, CO SCALE 1W, V-0' f,'a?r�1Cf'iIs & I� 1/4' ALUMINUM PANEL W! 1ST SURFACE. PAINT & VINYL DECO. >+i„fix:. YELLOW DUPONT CENTARI 5000- BACK- GROUND, COPY & ARROW 3630.22 BLACK - LANES DESIGN FACTOR: TBD 18 GAUGE STEEL ARM WITH HINGE WI IST SURFACE PAINT AND VINYL DECORATION rr„M� MATCH PMS 109C YELLOW - SWING ARM 7725.12 BLACK VINYL -'CLEARANCE 9 FEET” COPY .ww.e tuSTlit D�`SiwaNUP.. xvaY N ,apersona �` I m zz- .. . . .... ...... �c a, "I wz 00 UW a LW x U, SO �11 C7 M:E U), 16 lwl� L d Z LU W > 0 < 2, - QUI a< w zz- .. . . .... ...... �c a, "I Ll UW a LW x U, SO �11 C7 OZ U), 16 lwl� L d 0 < 2, - QUI w w -41, n z m W, 0 tZ > Pii U0 W� m 'w ub, wz Pz cc wo FE tt 0 to 0) XW �Lu > d UCS u7 cr 'm t 13 11" 2, U$ w t: :Z, 3: WM 0 00 a W aC U. Cala Lu x va (L U01 x 6 z uj w at1 %3 a. w :)� LU z w t :r C') w Z) ai�linlul LU j` Z LU oo� < - u aL m Co uj U) LU � W to ui -j < 0 < LL W LL cr L) w z 01 W LLJ uj a- 0< w lu w UJ O)o Jz— ui (1) zz- .. . . .... ...... �c a, "I Ll CS Z �l W 0 0 < - QUI -41, 0 tZ wz z tt 0 to 0) XW d UCS u7 C, 0) to U01 2 < w :)� LU w t :r Z) x to L 0 H fin* t tea 'was a} a t G✓k Y t t i s an `t a a� yfi k m syr On 0- 0 H fin* t0 ''" 7"Y€LLiAti+4°IGMENTEDM IED RETURNS PAWTEDTO MATCH A4f8(.DiCi A4".BYt,K FREE€1,FY'}`EtE tFik+Y EMS 877 C SILVER AUPA000 r ELECTRICAL OUT PROM'S OO . THRU HACK. AE, AR POWER SUPPLY '€LLW .i5ik'"PC.fitlCAkBCNA7E 4NSERi PA,IhJ?ilTE . t77' YELLOW F`GMENTE`D MOORED; 1 i "a MOLDED ACRYLIC PACEILE'£TER PONT 7 FLEXIBLE C"2NETILIT I (1 � t LED PMER SUPPLY AS REQUIRED WHITE LEVS AS REOUiRED W ALUMINUM BACK tt V L, µ MOUNTINGHARDWARE, AS REQUIRE) 0 WHITE LEDA AS REQUIRED zY 7,, 150' POLYCARBONATE 06ERT WHIT 'C COUNTEMIUNKFASTENED, DRAIN ERCLES KALE, 114', V-0' SCALL° 314`- 71, ' t FRAME DETAIL. DESIGN FACTOR. TED F A 77" FORMECDYEL LOW PIGMENTED (PMS 123 C) MODIFIED ACRYLIC FACEA. PER BODY EXTEFOCKI FHRISHi PAINTED TO MATCH PARS 877 C: SILVER (OPAQUE) 1NTFRIORFINSEt PAINTED STARERSiHTIA4011 (OPAQUE) .154" POLYCAiRRONATE INSERT PAINTED STAR-EFUGHT44HRE "ALUMINUM BACK t LETTER BODY REMOVABLE FOR SERVICE ACCESS UA. Af PROVED ELEETMCAL-0-85 AMPS, 120 VOLTS SQUARE FOOTAGE: BOXED � 14,00 SCALE 3+'4" � T'-ukY _ ACTUAL 4,90 15,116, 177" 77'MOTE MODIFIED ACRYi1CRACEWAYS AND CONNECTOR ML?LY?ECk C'A£'ESJLE'"7ER2 FES S..: �E 'TUNNEL TOOT PARJTED TO MFATCH SCALE� Y`0 PMS977 C SILVER ABPPR�, Y��E& BY: RETURNS PAINTfC) TCI MATCH ,,• FOS 877 C SWVE.R TOPAQUD COMMENTS- E[ECTRICAL NOT PRCPASIQU THRU BACK OF RACEWAY T. YBa' 2-NECE ALUTAI JUM CHANNE RACE114AY(C%TY:MOR PAINTED TO MATCH � EMS 877 C SMIERT , 77 INURE FACTOO EEU ACRYLD NOTES" WOUTEDfAC.ESA,f TE,RBOOMS 177" MOLDED NAHME MODIFIED ACRYLIC LETTER 80tRES IWOZOR PAINTED SAF IRIGH1 INSTALLED ITIS ALUMINUM BACKS WHITE (OPA VEI AtB"WHffFASS INSERTS WHITE t 10''SASREOUMED EXTERIOR FINISH: MATCH PMS 8770 SILVER (OPAQUE), LED POWER SUPPLIES AS REQUIRED BACKS PAINTED PMS 877 C SILVER ,ILaH ALUMINUM BACK, PAIE55'ECd MTFRFCIROMSH: STAR-BAKLIT WHITE(OPAQUE) PAD, 877CULVERMU'TODO �( LETTER BODIES REMOVABLE FOR SERVICE ACCESS .ttgt°MfFiliE ASS INSERT a ACCESS PANEL BEHIND LETITR'WFOR RACEWAY ACCESS UL.APPROVED COUNTERSUNK FASTENERS DRAW HOLES ELECTRICAL-2.5#fAAriPS. (2Ul±C7iT5 SQUARE FOarAGF; BOXED -� 33.34 ACTUAL. , 1+3.53 SCALE: I 1f7- V -W L tv°ma qy iM&^y,'wvc ;t&: ;. a a „ "`""" pa55tR0URi1$YSE,HEtI pOMkANY MCDON 'w QS18911 SC , " z w a s WHEAT RIDGE, CO 148079 — R — 3902 WA08WORTH BL — WHEAT RiOG� 0 z D W) 0) ui (n z ul Ltj V7 0 to W iku w WO Z5 1— C.) (,n wz z w w 0 ut w x 90) r I L w Ix 0 0 W ¢0 (/) IM U0, -W fz > l0 as0 0-6 to UJ U. CD 0 =I zN W uj t6 x l'- to 0 2-5 (LOO ag Cy a, Zi 0 x x 0 S z It ca < te >w w co 0- >Biu x x to a 0 2>gw 0 0 o<wuwzo§,wHw - (Ooomo�oow�-Rw w w w W W LU CIO 01 Ull w a 8 z (0 w z LZ ow 4t U.,ci 0 - 0 io I Mo< to 0 w ¢cr- z CL 0 x -Ujj 5. C C, I UJ 2 Y - .0 uj aU- st 05 Co tL x W W �gj 0 C<L 0 o w x LU co 5 IWO -Oj 0 xc -19 0 Ul X z Ul 0 x tg x tu uj x x zg m N _jas a 8 LU CL W LLI Af ui 23 f uj 0 0 LZ ow 4t 0 - 0 io I Mo< to 0 w ¢cr- z CL x -Ujj 5. C C, I UJ 2 Y - .0 uj aU- st 05 Co tL x 0 C<L 0 cl, LU co 5 IWO -Oj CL 0 -19 0 Ul 0- a, a ca tu uj m N _jas ui w CL 0 LU CL W LLI Af ui 23 f uj 0 t I3Ail� 4 a CIty Of ��Wh6'atj�� Commuwr,8, DEvr,,L(,.)PME'NT �ge FOR OFFICE USE ONLY Y"A Date: L PfanlPermit # �_7 I L-, Plan Review Fee: Building Permit Application 011111 IN IN' 1111110110�6= Mailing Address: (if different than property address) Address -4643 South Ulster St, Suite 1300 City, State, Zip: Denver, CO 80237 Evan Scoft Contractor" TBD Contractors City License #: Phone: PAID Electrical: Plumbing: Mechanical: W,R. City License # W,R. City License # WR City License # Other City Licensed Sub-, Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form M� = NEW COMMERCIAL STRUCTURE Q ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEMIAPPLIANCE REPAIR or REPLACEMENT The remodel for the McDonaid's located in Wheat Ridge, Co includes an updated fapde to meet McDonald's new brand refresh initiative as a response to the changing food service environment. The existing restrooms within the restaurant will also be remodeled to comply with ADA standards. The fagade remodel includes removing all existing signage and Installing updated signage on three (3) elevations. It also includes the removal of mansard roofs, as well as implementation of tile "brand wall' elements on all elevations to warm the fapde, New trellises will be installed on entrance and drive-thru elevations for sunlrain shelter, All exterior lighting on the building is being replaced with LED lighting, There will be a new decor layout on the interior, as well as additional convenience outlets for customer use, All existing restroom walls, fixtures and finishes will be removed and replaced and updated to meet the current ADA standards. Existing use and occupancy of this restaurant will not change, Sq. FULF 4,471 Btu's Gallons Amps Squares Other OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify, that the setback distances proposed by this permit application are accurate and do not violate applicable ordinanc es. rules or regulations of the City of Wheat Ridge or covenants, casements or restrictions of record. that all measurements shown and allegations made are accurate; that have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance evith applicable City cit"WhLat Ridge codes and ordinances for Nvork tinder any permit issued based on this applicatiow. that I am the legal ovvner or have been authorized by the legal oNvner of the property to perform the described ovork and am also authorized by the legal onvner of' any entity included on this application to list that entity on this application. I. the applicant for this building permit application. warrant the truthfulness of the infiannation provided on the application, CIRCLE ONE: (01VVER) (CONTRACTOR) or 11THORIZED REPRESENT4 Tj TxICTOR) kdrogig, YWjjj#j= (first and fast #saw): DATE. 01"Understand that checking this box, that I IV-mliedge that this constitutes, a legal signature. Building Division Valuation: $ Rev 02/2013 COMMERCIAL Buildine Permit — Plan Review Worksheet Submittal requirements: 04copy of Deed Site Plan (to scale) Elevations Address. t 2- Lotsize:.� M sq. ft. �) a tai 6 dao Zoning: Use: 112 w Tft^__ Need other approvals` u�� ! Property in the flood Plaine _ If yes, add sumeying condition FLU Type of project (applicable survey conditions in parenthesis): U Accessory ISP, ILS' or site plan none if in floodplain (FLD) Addition ILC,' and site Pian if w, in 2' of setback or in floodplain (FIS D) if in floodplain (171,D) U New Site plan based on survey/plat yes (FND) yes (NCM) Maximum Lot Coverage; _LJ L % sq. ft. Existing Improvements: Building: -__ s, ft. Other; sq, ft. Proposed Improvements: New Structure: _ s , ft. Addition: _ . sq. ft Other: sq. ft: Total Existing _ sq. ft Total Proposed _ sq. ft Lot Coverage _ "` Lot Coverage % ol-i Required Setbacks: FR _ . S _ S ...0 � . Provided Setbacks; FIS -- S jriz : R Commercial buildings may not be built inline with existing nonconforming structures. For additions or new construction, is the structure within 2 feet of minimum setbacks`: If yes, add surveying condition F ly. Maximum Height: ft, Maximum Size: _µ � sq. ft. Proposed Height: ft. Proposed Size: sq. ft. `gParkin g Spaces Provided. Parking Spaces Recfutrc�d. g_ F Parking Stall Width: Parkin; Stall Length. Handicapped Parkin, Required: Handicapped Parking Provided: Parking Lot Buffer Required: Parking Lot Buffer Provided. �. 1 5 t Access Aisle Width Required: Access Aisle Width Provided. 110 ,...11 ' Drive Aisle Width Required. Drive Aisle Width Provided., Parkin Notes/Access Notes _U' One interior landscaped parking island is required for every 30 Parking spaces. A driveway connection must be Heade from the existing edge of pavement into the site, and shall be surfaced with Jconcrete, asphalt, brick pavers or similar materials. T' No vehicle entrances or exits may be closer than 25` to any property Eine, except when used as joint access for two or more lots, Access points must be spaced at least 100 feet apart, measured from inside edge, Access points on corner lots must be at least 25 feet from intersecting right-of-way, except arterial or collector streets must be, at least 50 feet. In commercial zone districts, curb ruts shall be at least 20 feet in width and not more than 35 feet in width. D For all uses, one access paint per property is permitted. It Caf 1 CITY OF WHEAT RIDGE BUILDING AND INSP C'r ON SERVICES DIVISION 75flW 29th Ave Wheat Ridge, Co. 80033-8001 p. 301235.2855-f 303,237.8929 . Proof Submission' for erbmi ng/Plan Review, A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project type and be attached to the Building Permit Application at the time of submission. Applications presented, for submission without a completed Proof of Submission form from a required agency will not be accepted or processed. Date.- Project ate;Project Address: LOCO - Name of FirmAndividual submitting documents: ' ProjectType/Description: Signature of Firm Representative or individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duiy authorized representative of the agency indicated below and do, by my stgn�itureb@::�r hereby acknoe ledge r eipt of documents necessary for review and approval of the project indicated above. d. Agency represented: (Please check cine) itest.letro Fire protection Cheat Ridge Sanitation o..Arvada Fire Protection District o o eat Ridge Water District dear Creek Sanitation District o . 'Consolidated Mutual Water Districto Fruitdale Sanitation District . o `alley Water district ca i�J " ge sanitation District es tither o Denver Water Agency dotes; Signature:mate: 69 —91 142, (Age c Rep ese tatiej <> A » rta 11 > « ° .�" * Rl i m ,�: » iP"' » • s r s mr..a » ;i xi ax : X .aaC"c.i.�r„X.. s #�. a. i' �* i" "...ai1#': 1` » i :»r Xir ,• rt wx »r : X �'... ' Ar r AX t it• = 4 X N 6 : X » w " .ix d •:. tX TY3 A. +r • s # 1't , X » g'. x.:,.. "t < v c e >' tl X $3 .7--. lit x a r x `.« .: An :wa,» ° ., 8 a «e m , •. s... t X m' tl= Aa. Xc...e a ». :; e. • i" �: '.. » :.# d i t • , . », A » : ^s .Am ri�i :r: A «» i rt s cart rX •« X C : « X r-� . +.+. XA , "XA m ` � *3t"�: Xr . ad jXir,: »z !*M 9"" Xa �.r d ♦»ft'c wi X1 �i'4 ♦ :F "» q.: a i".. X" :rt m-.iw X: • » :,,E» e., :r X drl '.A .. .fi:. ai» w _.IT i '.x 1. 1 "w ! R ..n ,f <.iei. Q kt✓r A.X ♦ .m •F% - » mA+. ,x# ..r; " r xm ».^i + m.rmx �.rtl K ,.^: •:.:n A wim K^.. » rdXX '. M ' :r ! » r :X �Ai x w �. $ t Ml �,... X rrm.»r :, xm' ;:t:f � 'A« »A# i ° �:h' i .»X» »A .ie. •..' ,:. i. - i 't tit A: x. r. . �:• « r: �Ar « , tt ?e:': r �* mAai :. r,T x:t . a m«i3b: � � viAdr `, �. ✓,.# .» Rk 3}',. Ax :.»♦ #r4 d, °: p'»k iw L, @. E" i.r * rs;"«3i i„k`»„,r:` y.'dXi ..i h; :.iP ii`:»' .dk LLii 'x �: i A ♦ M 07/14/2008 10.25 FAX AGF PROP NOT CORP OFFIGE �005/�18 1"I 114 Red LIVIAL D C '� ON i Lots 1 through 7 toolushs, Block 1, VNEAT RMOB MMUW PIACESu0 ` by AZ&vft of Caroction vecor&4 hamy 4, 1996 at ROMWOM N°o« P0167647, Cmwgy ofleffason, Stas of Colorado. a a ° e t E H 9 4 t o t 07/7412008 70:25 FAX ACF PROP R67 CORP OFFICE 4.! #! t #' P R ae »r. w # ki:-R �,-.• -4.4R R iR#. #. . ;3 a#� ^zia°. A+# 'Ai R.w !!» -".Ci #1 S� °d �+Att ^: Ak # ak l ".A ! •. #. /, :. # R'R «#R' !#� #le ;...:a.�a .:•.:# .� :. :.;x. #•.. �a#. R# ,R#i #r a, #'R# :3##:a. �x iA ##ex:#z R ! e ,: # f ;kR # ea..•,M .+'# » aX i;.'. � # i # # e. i # :+a v t.«"e iA a.::9 a# `'. 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Woa'WODaPCb)IIODS'UeAa:011!T-W-] UeA3'110:)S:WOJA o:)'a6p!b Jeat4M'PlAq q:POMSPeM ?R LjJSE - s,pieuo(]Dvq :mj :pofqnS aDellem j:>ez :1l:) AalDeVq essiletN :OL Vid Zo:t7 91OZ 'ZZ aunt 'Aepsaupam :juas ouellaiv laelpIN :wojj Aa)l:)ew essifew +91 000 1 U-jp-q—u!-j 1 �6-6—qiqoej 1 To-U—!m1 woolwooewmmm LOW -COS -M -L zi 00 .w I #ire" i OWN UeA3 �Pnw AjaA noA lue4l ossa:)ojd cel sguimeip palepdn p Ilim ffil•1 41 ♦ A i CITY OF WHEAT RIDGE Building Inspection Division i (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2-5 J, Job Address: fit) L) zr~~, n✓ A 23ZL21 Permit Number: /C)L7S.~.i i t ❑ No one available for inspection: Time ,00 AM/lam Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: //0... Inspector: DO NOT REMOVE THIS NOTICE INSPECTION RECORD Occupancv/TVpe INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site E: Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS INSPECTOR COMMENTINITIALS Footings /Caissons [ Encased:Grou nd a(CEG) Concrete VS: orcing or Monolithic Weatherproof I French Drain - Sewer Service Lines Water Service Lines - - INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE. WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. _ YOUR NO UONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) - -, Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ` ROUGHS A. Sheathing - -- — - -.._. Lath I Wall tie Mid-Roo Service lectric - Electrical ` Rough E - -- Rough Plumbing ' Gas Piping Rough Mechanical s ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing 4, Insulation i Drywall Screw $( FINALS Electrical Plumbing _ Mechanical Roof Building Final - Fire Department R.O.W & Drainage INSPECTIONS FOR PLANNING & ZONING, FIRE AND PUBLICE. WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping ` * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED F-111- CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: l ! 2 r`LZ Permit Number: , jo 5^ i {tr -a, 171 74727j s ❑ No one available for inspection: Time AM/PM Re-Inspection required ( Y~ls No ' When corrections have been made, call for re-inspection at 303-234-5933 Date: /t Inspector: I,_i%,/_ DO NOT REMOVE THIS NOTICE t ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line f (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 5,16v0171o1'1 ~iZQ, _ Job Address: 2,)o 2 / OSwoP%i /u Permit Number: 25 ~ouNO./17/D,t/ s'7E~1. /'vim 6'lE~/ P~'ok n7, ek4je zir Sorg Ode or q 1„1lJU'Lf/a' i r, • No one available for inspection: Time 1_6 ~ IPM Re-Inspection required: Yes When corrections have been made, calf for re-inspection at 303-234-5933 Date: 3 /V -lo Inspector: / DO NOT REMOVE THIS NOTICE 3 41 City of Wheat Ridge j f Commercial Remodel PERMIT - 100533 PERMIT NO: 100533 ISSUED: 03/02/2010.: JOB ADDRESS:.. 3902 WADSWORTH BLVD EXPIRES:. 08./29/2010 DESCRIPTION: Install foundation, canopy, and vending machine * * * CONTACTS * * owner Wheat Ridge 1.08 A LLC gc 30.3/765-2490 GEORGE HARTMAN 07-0102 EGC SERVICES, INC sub .303/69.8-2110.... Tom. Ryckman _ 02-.13.82 TeamElectric Inc.:. PARCEL INFO ZONE. CODE: C-1 USE: UA SUBDIVISION 0353 : BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 7,000.00 FEES Q Permit Fee 181.10T Z' Plan Review Fee 117.72 a Total Valuation .00 Use Tax 126. 00 TOTAL 424.82 Conditions: Must: comply w/ 2003 IBC &.2005 NEC: Subject to field. inspections. t sv I hereby certify: that the setback distances proposed by this permit applications are accurate, and do. not violate applicable ..ordinances, rules.. or regulations of:.. the.. City of.. WheatRidge or covenants,r easements or restrictions of record;: that all, measurements shown, and allegations made are accurate; that I have read and agree to abide. by all conditions printed on this application and'. that I assume full responsibility for compliance . with the Wheat Ridge Building Code.(I.B.C) and all other y applicable Wheat. Ridge rdi antes, for work under this permit. Plans subject to field inspection. `..Si nature of contractor/owner date 1 This permit. was issued in accordance with. the provisions. set forth in your application and is subject to thelaws of the x State. of. Colorado and to the Zoning Regulations and. Building Codes of Wheat Ridge, Colorado or any other applicable„ ordinances Of the City.. 2. This permit shall expire 180 days. from the issue date. Requests for an extension must be received. prior to expiration date An extension may be granted at the. discretion. of the Building official. 3. if this permit expires, a new. permit may be acquired for a feeofone-half the amount normally required, provided no changes have. been or will be made) in the original plans and specifications and any. suspension. or abandonment has not 'exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid fora new permit. 4 No work of any manner shall be done that will change the natural flow of water causing a drainage. problem. 5. Contractor: shall notify the Building' Inspector twenty-four (24) hours in advance for all inspections and shall receive written. approval on inspection card before proceeding. with successive phases of the job 6. The issuance of a permit or the approval: of drawings and specifications shall not be construed to be a permit for, nor an approval of, y -io ion of the provisions of the building. codes or any other. ordinance, law, rule or regulation. All plan review i ct to field inspections. Signature of Chief uilding Official ' date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTSMUST -BE MADE BY 3PM ANY BUSINESS. DAY FORINSPECTION -THEFOLLOWING BUSINESS DAY.'.' i s w6~`r~o ~otoRaoo 9 aoz/ RP City of Wheat Ridge Building Division Date: I (~~'~Dl(7, 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 Plan /1? -&16'744 Inspection Line: 303-234-5933 /00~~ Permit Building Permit Application Property Address: 3~cD Property Owner (please print):~{~f dg it ,_..Lel- Phone: Mailing Address: (if different than property address) Address: 124 `1 City, State, Zip: ~~Z~~t~ ~t ; Yr Gt lF °I SCPrr$ ~ ( Contractor: rt , ) Contractor License Phone: Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: -tw tG Company Company: Exp. Date: Exp. Date: Exp. Date: G Approval: Approval: Approval: Use of space (description): \/~4yoit l ~1Qvt{\t f Construction Value: $ -Gvc.~C~ - Description ofwork: ISIS (4La ~avataa Ttot (as calculated per the Building Valuation Data sheet) G,b.,l~irS'~'r' VvsN~~ 1u cq M@,oi-11ly Plan Review (due at time of submittal): $ /7 243 Got,l',~vtj ~t_r.~tv~vc~'t-cH2 ~of2.,a Sq. Ft./L.Ft added: -F- Squares BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLfE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME SIGNATURE: rte"- Date ZONINGCOMMEMS DEPARTMENT USE ONLY C/\ Zoning: Reviewer ` v~✓ PUBLIC WORKS COMMENTS:. Reviewer. BUILDING DEPARTMEN MENT OCCUPANCY: Reviewer; FIRE DEPARTMENT:: ❑ approved w/ Comments ❑ disapproved ❑ no review required ' Bldg Valuation: $ 74-&s''.,_ STRUCTURAL CALCULATIONS FOR CANOPY/KIOSK FOOTING SLAB McDonald's Redbox DVD Kiosk 3902 N. Wadsworth Wheat Ridge, CO °oLORa , Wheat Ridge Building Department Approved 10 be BUILDING OFFICIAL DATE ValWky of parmk: The issuance of a pormk or approVal of plms, specifications ®0 RE and computations shall not be a peemit for, or an approval of, any violation to ordinances code or of an Cit f th b bkli i i f h O.R B. B d y y . u ng e prov s ons o e any o t e pumbbpresumingtogiveauthority toviolate orcamthe provisions of k t b ld C h G,V 0 13673 no e so . ity s o Bugg codes or other ordinances of to . Prepared By: REI Structural 1801 Broadway, Suite 250 Denver, CO 80202 303-575-9510 February 12, 2010 Job Title: A` Pnuid; PkP A4{ Job no.: AZ7 Sheet of Subject: Je,, fi vt Gi"I txm' By Date: 2'~ 1 'ZOjO ~T0 2 GUUR3wO"x ! gupj- t IV p7U6N4~ 20O;i lb6 54ppj = 30 J9/if ✓OD,4 Wrn~d ~D6lCGu~ GiMG( 6/titp,~/ 5/YV~IU/e5 lam- l5 = J u, '/,o 5ev,~rn L ~01a0 D c, d b _ 0 J Q r P9 M a d as U d 8 v p N CIE x 4xess, ~°rrr {yp{.y~~~ W O~jb W ~~w 4 tt-~ L1_I L.J M1 ~3I i r 8 de 9 w qs~ ~ 6 Ir °I1 ti m a a. 64B ~g 'e v w~ w Job Title: A IUoiyc, Job no.: Sheet / of !i' l7- &Iod A(, 7-oz 6.4.3 2• t=/-o t-wo~f uwc. 7011-0: ~ : lrvyt: = O,S S Cv,Gtoyvre- Dom, ~5~ 7, ,may G-/°° Cf= X0,45 /v~kvhul Gpi /V, A, ~lry ~ Td = c~= /,z uru[!o lxleryw 2?7./,l2 ~h ^ 83 l~z K f 4,1 V 611) A/l t,, fq re s5/ll~e ; ~ .ti,13 w~u F = ~y • lC~ • A->c tg,93 0,85 1•2 ~•7 rrl% ,Wlf~/2t'/6c^ n z L ~~~~l llLL1\ Job Title: ED r/ NOW Job no.: Sheet 4 / of Subject: By: Date: 2-12-)b .rte LE r 1 ' Aws. WAG ~I Y h ~ u 7 r r, ~i X ~N N pJr ANO OIW-,C5 I? F K MK S Ai 15,43 ~9,67 1266 ~.~ia 55~~ - A2 -7,1 ~q.41 9'L2 2.1~ l I lP •4'h 10,1 l9 °o o •06 - 154$ 6q3 6 Rh l~•~~ zC2,~~ z~2~io~ t~48 ~6v §eEi (~53 I l4$ q~24 ~00 ~b~3 7.83 -77 ~'~2Au5U, Job Title: WD D PRL - Job no : Sheet ~ of Subject: By Date: 2~(L'ID titi0 DG W}- ~200~ = 7o~i x 258 x 4~~ = S.f (9) _ _ V-IA y. nby 1i5 Sx~ x~Gc /3•Z~ PlF (2X7 35)((3.26)= I~ ~,.rMaF hAq5: 2(25o`x9~ pF)= I21 cvca/C ; (1435'x7')(le~4f~ y/, IDC 51~e. SGY~zu2 :(Z~17' )(Z')2(9'/~5~) `(~/2, SG f~(4-) _ IDo 1164 e Z•7R 6 2,7q 0 I Pe = io9q e ' Ito$ 1 Ifi~c kdd y PL vG- /IGS1 ~oad4: LL GL "q zr, 59,4 1 o.a¢' 63e► X54 Tg7 ~ ~k°v y~t~i3 /\7k Job Title: N 4/ g l Owl- Job no : Sheet w of Subject: By Date: 2 1Z,jb zb amy z Y, ^l6(J/v~l6NS 1 9-I,VM4r ky ~z IJ -8 -B- `!Gg 6O~R D b ter ~ lz6~ ~ ~~5541n f~ D a g =Z 1117 ~ p ~j n4o~J 8 8 422 --1127 ~ r/ D w,o„~ W*A r~h~ o 0 O +4ai, 1 13 V y rho `a, O O - q-U 1111 D p wI, fvofv 0 D 4-22 -11"11 0 0 (tumour ^ it a _ O { M O C') N M M O LO O O M N N I N 04 co 0) 0) N 'D 'o w co r co r W 00 J COO 0 n ~ V. O CN O O W N r O 0 6 p p C 0 0 M CO CO V -T LO cl) 0 0 0 O O r O M 0) M I C Co 0 OCDC OO OOO O OOO ' 1 dN Z N0)0) U `v a) d j f O 0 0 0 0 0 04 0 0 0000 I N N CN 04 er c l) Q ca ao x co Loin ~r- M eo'I ~ co 31 rnnch i n ~ m cm t0 r r O v Lo I 0 CD N O co 1 W N - N LO N n N t` O LO O_ ( r 0N c) CD OY Y. x rn N O Y o 0 0 co to co d CO 00000000 CO N O LO') CO W r N CD r rn "O C N O 0) to v r- O J J a 0 0 0 0 0^ 0 0 0 LO o f Q 0 0 0 O W J Q J LO a Z n r W 00 O 0 O 0 J 3 3 2 ~ J+~ } 7 + 0 o 0 ~ L= cl m a 'o COm 2 204 + P O Z+ 00 09 Q N CO 1-co Co rya n n Q U Q W O In I= J¢N Z Job Title: SiVj~ F-r tYj[L Job no.: Sheet V of Subject: Bv: Data: 2'116 I'- II►~ 241 hoa4 I*m by 6 `oOJ,( (omh 7 2 M~ ~ ~ (y 250,5;33 t ~ . S33 • l3Z • 3 •5,~i'~~ = 16G2'~ ✓ 3"s'` X15 N 4C3s~ = o,¢~ fatu( 5.3 2p I ~ jig 25v 5ltiw~wttiuyn = D.OPJS ~9G /7')~) 4,)73 ih2 , r 4 12 e~ uluy I~ tt ll ,fQ 4~- Job Title: 141-V Yyt~ l~~U /l L Job no.: Sheet q of Subject: By: Date: 2-12- /d 14PGNU L O r5 X WOO P L. Rxx: 5556 x-//77 xMfl-L-M7a b7 X ~ R °dl7 t zt 1z b~,~ 114M cowyo 6 % Muk ~ 6733 (75-)t1atia + 4972 = Pg = t/68 75(17a2) +;7r _ x,821 6,04" ~ba(h k}il~I t F}l7 N~`t + t4V'A X14"~ Tt+c2 o e~~ x 8 " r Mp) TIAr 7yo%s > 6640 s ALL CONCRETE I SHALL BE 3000 PSI NORMAL WEIGHT_ -1- 15'6 7,9* 4&z'5REGATE SIZE SHALL BE 1" MAXIMUM. CONCRETE SLUMP SHALL BE BETWEEN 2" AND 4 CONCRETE IN CONTACT WITH SOILS SHALL BE TYPE 2 CEMENT UNLESS INDICATED OTHERWISE BY' THE GEOTECHNICAL ENGINEER. CANOPY ABOVE INDICATES THICKENED PORTION OF FDN. FIELD VERIFY ANCHOR BOLT LOCATIONS- CANOPY FOUNDATION/SLAB TO BE LEVEL. SLOPE SHALL BE NO GREATER THAN 1/4' PER I'-O" IN ANY DIRECTION /SL45 PLAN SILL OR WATER TABLE (WHERE OCCURS) CONTRACTOR TO ENSURE MAINTAIN I' CLEAR TYP. - DURING LAYOUT, PRIOR TO CONSTR. THAT CANOPY INSTALLATION PROVIDES MIN 3'-0' CLEAR FROM FACE OF CANE DETECTOR TO BACK OF CURB. DO NOT ANE PROCEED W/OUT THIS CLEAR DIMENSION. DETECTOR NOTIFY ARCHITECT 3'-O' ABSOLUTE MIN. IS' OC. TERMINATE "5 155 W/ 0° STD HOOK TY P I/2" CLR \ 3/I6 T 5 a 18° CC, TYP. _ d ' ICK\<~~//\\//\\ ° < . d ' 8' TH \ SLAB ON GRADa\!\\\/i~\%i~%\\/iji\ (2) 05x CONT. ~uoc:l<,viut c TYP 3-SIDES COMPACTED 6'-O. \--(E) CONC. CURB WHERE OCCURS DVD VENDING{ MACHINE INSTALLATION 9 MCDONALD'S RESTAURANT 10400 BELLE. CREEK BLVD COMMENCE CITY, CO E DS DESIGN /ARCHITECTURE 1111 EUDORA STREET DENVER, COLORADO 80220 FAX: (303) 388-5066 OFF: (303) 832-1514 n MAINTAIN MIN I' CLEAR [-FR FACE OF CANOPY TO FACE OF BUILDING EXISTING EXTERIOR WALL (WHERE OCCURS) 4" date 4SE E 5/8'x9 1/2'x12' ON 5000 PSI, NON-SHRINK, )N-METALLIC GROUT Ik1 lvbwly eouo /NV13- ~ oo"~,,g (4) 5/SVp A301 GALV. ,4 54 i$'BOLTS x L 4 TIES ela' or (2) -4, TOP t BOT. 6) -FOOTING AND SLAB ARE V-4' LONG ®r- DVD VENDING MACHINE INSTALLATION s MCDONALD'S RESTAURANT SITE LOCATION WHEATRIDGE COLORADO: 3902 WADS6JORTH BLVD. INDEX TO DRAWINGS SITE PLAN Al VENDOR LOCATION A2 FOUNDATION/SLAB PLAN $ SEC, A3 VENDOR CANOPY ELEVATIONS 44 ELEC. ,LINE DIAGRAM DETAIL ARCHITECT.- EDWARD D.SCHOEN EDS DESIGN/ARCHITECTURE 111 EUDORA STREET DENVER, COLORADO 80220 (303) 832-154 STRUCTURAL ENGINEER: ROBERT REDWINE REI STRUCTURAL 1801 BROADWAY, SUITE 250 DENVER, COLORADO 80202 (303) 515-6510 APB' 4 o By' yZ - ti~0~ WHEAT~'O u ~ m 00C 0 R ADO Wheat Ridge Building Department Approved ~ >a BUILDING OFFICIAL DATE Validity of permit: The issuance of a permit or approval of plans, specifications ' and computations shall not be a permit for, or an approval of, any violation to any of the provisions of the building code or of any City ordinances. Permits presuming to give authority to violate or cancel the provisions of the Building codes or other ordinances of the City shall not be valid. DVD VENDING MACHINE INSTALLATION 0 McDONALD'S RESTAURANT 3902 WADSWORTH BLVD. WHEATRIDGE COLO. E DS DESIGN /ARCHITECTURE Illl EUDORA STREET DENVER, COLORADO 30220 FAX. (303) 355-5066 OFF, (303) 332--1514 T /G P C-9 2ddO PROJ. 20 date RELOCATE CONC BICYCLE WHEE z STOPS _ P- DO NOT BSTRUC_T- DVD VE IN - ACCESS ANEL _ MACHINE, A OPY IN WALL o i C 4 CONC. F N SLAB. 'CJ SAWCUT ) FOR (N) CONCRETE NOTE: RUN CDT. FROM FOUNDA I0N. POWER PANEL, ABOVE FE)K TO '-0"x8'-4" GEIL. IN RESTAURANT, RE: SECTI PLAN. ALONG CEIL IN PLAY- PLACE, DOWN CORNER RELOCATE(E) TRASH RE E T CLE,,, POST, OUT THRU WALL ND NEWSPAPER I"IACHIN A2 PANEVL TO CANOPY ❑ _ AND END OR. c~ 0 E) ADA RAMP RESTAURANT E) SIDEWALK- ENTRY V I ADA EIC-N ON ORNER POST- DO NT OBST UCT ISTING ~ ARKING - DRIVE-/FRU LANE REQUIRED RAMPS CURB RAMPS LANDING AND DVD VENDOR SLAB DESIGN/CONSTRUCTION CRITERIA I. RAMPS SHALL HAVE LANDINGS AT THE BOTTOM AND TOP OF EACH RUN. 2. RAMP SLOPE SHALL NOT EXCEED I' PER 1'-0°. 3. RAMP CROSS SLOPE SHALL NOT EXCEED 1/4' PER FT. 4. CURBS IMMEDIATELY ADJACENT TO RAMPS SHALL SLOPE TO MATCH THE RAMP. 5. THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE NOT LESS THAN 3'-O" 6. TOP AND BOTTOM LANDINGS SHALL HAVE A MINIMUM DIMENSION OF 5'-0' IN THE RUNNING DIRECTION. 1. LANDINGS IN RAMPS WHICH CHANGE DIRECTION SHALL HAVE MINIMUM DIMENSIONS OF BUT THE LANDING DIMENSION SHALL BE NOT LESS THAN THE WIDTH OF THE RAMP RUN LEADING TO THE LANDING. 8. TOP AND BOTTOM LANDINGS SHALL HAVE A SLOPE OF NOT GREATER THAN 1/4' PER FT. IN ANY DIRECTION. 9. FLARED SIDES ARE REQUIRED AT CURB RAMPS WHERE PEDESTRIANS MUST WALK ACROSS THE CURB RAMP. SLOPE OF THE FLARED SIDES SHALL BE NOT GREATER THAN I- 10. WHERE THE WALKING SURFACE AT THE TOP OF THE CURB RAMP IS LESS THAN 48" DVD VENDING MACHINE INSTALLATION s McDONALD'S RESTAURANT Iro°IIO OS-0319 3°102 WADSWORTH BLVD. WHEATRIDGE, COLO. =I'_0. WIDE, THE SLOPE OF THE FLARE SHALL BE NOT GREATER THAN I' PER 1'-0" 10. RAMPS OR LANDINGS WHICH DIRECT THE PEDESTRIAN INTO THE FLOW OF AUTOMOBILE TRAFFIC SHALL BE INSTALLED WITH AN AREA OF TRUNCATED DOMES MARKING THE INTERSECTION OF THE RAMP/LANDING WITH THE AUTO LANE 11. WHERE SITE CONDITIONS PROHIBIT A RAMP SLOPE OF I' PER 12", A RAMP SLOPE OF 1" PER 10' MAY BE USED IF THE VERTICAL ELEVATION CHANGE IS NOT GREATER THAN 6'. 12. WHERE SITE CONDITIONS PROHIBIT A RAMP SLOPE OF I' PER 10', A RAMP SLOPE OF I" PER 8" MAY BE USED IF THE VERTICAL ELEVATION CHANGE IS NOT GREATER THAN 3" 13. ANY VERTICAL CHANGES OF GREATER THAN 114' IN THE WALKING PATH ALONG AN ACCESSIBLE ROUTE SHALL BE GROUND SMOOTH... INCLUDES TRANSITIONS AMONG ASPHALT PAVING, BRIGK/STONE PAVERS, STAMPED CONCRETE, CURB/GUTTER, LANDINGS, RAMPS, DOOR THRESHOLDS, ETC. 14. REPLACE ADJACENT GONG SLAB F H TRANSITION. MAINTAIN SLOPE/GR Y`~PF Y. la E DS DESIGN /ARCHITECTURE II11 EUDORA STREET DENVER, COLORADO 80220 FAX. (303) 388-5066 OFF. (303) 832-1514 date 111/25/10 CONST I f ALL CO RE S EI W L r-ORMAL EIGH WITH 5 - I o ENTRAIN D AIR. AGGRE S'r2E SN~'1 M, CONCRETE SLUMP SHALL BE BETWEEN 2" AND 4". CONCRETE IN CONTACT WITH SOILS SHALL BE TYPE 2 CEMENT UNLESS INDICATED OTHERWISE BY THE GEOTECHNICAL ENGINEER. CANOPY ABOVE INDICATES THICKENED PORTION OF FDN. FIELD VERIFY ANCHOR BOLT LOCATIONS CANOPY FOUNDATION/SLAB TO BE LEVEL. SLOPE SHALL BE NO GREATER THAN 1/4" PER 1'-0" IN ANY DIRECTION 2®~. /SLP4PLAN 1/41'-O" SILL OR WATER TABLE (WHERE OCCURS) CONTRACTOR TO ENSURE MAINTAIN V CLEAR, TYP. - DURING LAYOUT, PRIOR TO CONSTR. THAT CANOPY INSTALLATION PROVIDES MIN 3'-O" CLEAR FROM FACE OF CANE DETECTOR TO BACK OF GURB. DO NOT CANE PROCEED W/OUT THIS CLEAR DIMENSION. DETECTOR NOTIFY ARCHITECT 3'-0" ABSOLUTE MIN. "5 13" CC, TEF PN NATE W/ 180° STD HOOK TYP 1 1/2" CLR 3n6 TYP TYP.\ N N ° a I I 0 3" TH ICK/\ a d ° SLAB ON GRA/i\\/i. \ UNDISTURn,- (2) 05x CONT SUBGR4 TYP 3-SIDES COMPACTED FILL-~"//~//\\/ -(E) CONC CURB (WHERE OCCURS) \ ®N. SEC. AT 54512 OF: DVD VENDING MACHINE INSTALLATION PROS. 201C a McDONALD'S RESTAURANT slate 3802 WADSIWORTN BLVD. WNEATRIDGE COLO 12/15/06 . 2/12/10 CONS EDS DESIGN /ARCHITECTURE 1171 EUDORA STREET DENVER, COLORADO 80220 FAX: (303) 388-5066 OFF. (303) 832-1514 MAINTAIN MIN V CLEAR FR. FACE OF CANOPY TO FACE OF BUILDING EXISTING EXTERIOR WALL (WHERE OCCURS) BASE B 5/3"x°i 1/2"xl2' ON 1" 5000 PSI, NON-SHRINK, NON-METALLIC GROUT (4) 3/4" DIAM. HILT[ HVA ADHESIVE AANCHOR BOLTS " EMBEYJP'IE T.T IT "3 TIES '418" OC (2) "4, TOP s SOT. tJ ~ - FOOTING AND SLAB ARE 3'-4" LONG = B-1726 d a w O J E Nm ~r ~JWJ y- I l1 Qt 9 q~ d d~a m d 8 4 LEI ED bjc--Ll ED Y-1 ED ED D-I El El El 0:1 LI ED CL-1 D-~ CEI 71 RED U-1 RL-1 El m a I~ d o ill N 0 0 0 N 0 d w cri II ill m 6.µ ~ r? i -e d a~ POWER TO LIGHT FIXTURE IN CANOPY (SEE CANOPY SHOP DWGS FOR ADD'L INFORMATION). POWER CONNECTIONS FOR TITLE BOARD E VENDING- MACHINE 11 EEM I][]00 WEATHERPROOF 4 II 2C AIP DISCONNECT SWIITBCH POWER WIRING TO PANEL PP-I 20A BREAKER EXIST. PANEL PP-1 F WEATHERPROOF MOUNT AT TOP OR BOT. OF DISCONNECT SWITCH BREAKERS IF AVAILABLE. PROVIDE HANDLE LOCK-OFF DEVICE LIGHTS 20/I SIGN DVD VENDOR NO SCALE DvD VENDING MACHINE INSTALLATION rI7-l ui. 2UIUUL ~/'tl s McDONALD'S RESTAURANT dates 3°102 WADSWORTH BLVD. WHEATRIDGE, COLO. 2/15/06 1/25/10 CONST ~ E DS DESIGN 8& /ARCHITECTURE ` 'gip II71 EUDORA STREET DENVER, COLORADO 80220-'~.'. FAX: (303) 338-5066 OFF. (303)a32-15-14 `'Z 2U/O City of Wheat Ridge Commercial Sign PERMIT - 100001 2 x wT PERMIT NO: 100001 ISSUED: 0.1/04/2010.. a JOB ADDRESS:: 3902 WADSWORTH BLVD EXPIRES: 07/03/2010 DESCRIPTION: Replace drive thru clearance sign CONTACTS gc 303/781-0106 Jeffrey Peters 01-.8700 Freeman Signs Co. PARCEL INFO ZONE CODE: C-1 . USE: C-1 a w SUBDIVISION: 0353 BLOCK/LOT## o. 0/.. FEE SUMMARY ESTIMATED PRQJEC +U)T<IONi 2,000.00 FEES I i Permit Fee 90.10 ,i Plan. Review Fee 58.57✓ s) Total Valuation .00 Use. Tax 36.00 TOTAL 184.67 # g k Conditions: AT:1. Approved. C-1 mu RP:Must comply with the 2003 IBC & 2005 NEC. All foundations must: be inspected. and verified to the building division by wet stamp. letter of approval from the Engineer of Record. I hereby A.h he setback distances proposed by this permit application' are accurate;' and do not violate: applicable. ordinancgulations of the City of Wheat Ridge or covenants,. easements or restrictions of record; that all measuremallegations made are accurate;that I have read and agree to abide by all conditions printed on this applicat assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appOrdinances, for work under this permit. ins subject to field inspection. Signature ofcontractor/owner date : 1. This permit was issued in accordance with the provisions set forth in your. application and is subject to the laws of the °State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City: 2. This permit shall expire 180 days. from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires., a new. permit may, be. acquired for a fee'. of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or ifsuspension or abandonments exceeds one (1). year, full fees shall be paid for a new. permit. - - - 4. No work of any manner. shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor. shall notify the Building .Inspector ..twenty-four_(24).. hours. in. advance for. all inspections and. shall receive written. approval on inspection card before proceeding with successive phases of the job, 6. The issuance of a permitor theapproval of drawings and specifications' shall not be construed to be a permit for, nor ;na an approva 'o any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All p is subject to. field inspections. Signatu of ief Building Official date INSPECT ION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ~H K 5 p ~oF w1+EgT~ 'o ~ t v m cO~ORP00 City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 " Fax: 303-235-2857 Inspection Line: 303-234-5933 Properly Address: Property Owner (please print): Mailing Address: (If different than property address) Date. f Z/7W/ j Plan 07 -Q T /T Permit M, Address: City, State, Zip: Contractor: Contractor License Phone:/ Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval: Approval: Use of space (description): Construction Value: s~7 Des ption of work: (as calculated per the Building Valuation Data sheet) ,m C)( 19_ T Plan Review (due at time of submittal): E Sq. Ft./L.Ft added: Squares BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions 'nted op,"s application and that 1 assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other p b Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE: 71e E--R// (CON CTOR) r PERSONAL REPRESEN ER) (CONTRATOR) PRINT NAME:/ S SIGNATURE: Dater- 9~5 e I Bidg Valuation: $ 1 Building Permit Application 4k City of Wheat Ridge Community Development Department Memorandum TO: Sign Contractors FROM: Community Development Department SUBJECT: Sign Calculation Worksheets DATE: May 2, 2006 The City of Wheat Ridge Community Development Department has recently revised the building permit submittal process. Included in this packet you will find: • A minor building permit application • A freestanding sign calculation sheet • A wall sign calculation sheet All signs are classified as 'minor' building permits. The following items must be submitted with a permit application for a sign: • A completed minor building permit form (front and back) • A calculation sheet • For wall signs a site plan which shows the entire building (with wall length dimensions), location of street, location of any existing signage and location of proposed signage • For freestanding signs a site plan which shows the location of the building, the size of the building, location of any existing freestanding signs and location of proposed freestanding sign (with distance to property lines) • A detail sheet which shows the height of the proposed sign (freestanding), sign copy with dimensions, electrical information, footer information (freestanding) Please keep copies of the minor building permit and signage calculation sheets on file, as they are required submittal items with any building permit application for a new sign. If you have questions, call the Community Development Department at 303-235-2846, or visit our website at www.ci.wheatridge.co.us. Freestanding Sign Calculation Sheet You must complete this sheet and include it in the submittat package for any new freestanding signs. You will also need to create a site plan and a detail sheet of the signage. s: Contractor: You are allowed 1 freestanding sign for every street right-of-way adjacent to your property. The allowable sign size is related to building size. Step 1: Determine the square footage of the building: Building size (in square feet): (This will be inserted in the formula below) Step 2: Complete the appropriate allowable signage formula: If the building is 0 -1,500 square feet in size, you are allowed a 35 square foot sign. If the building is 1,501 - 5,000 square feet in size, complete the following: I -1,501= -50= +35 Building size Allowed sign size If the building is 5,001 - 50,000 square feet in size, complete the following: 5,001 500 = + 100 = Building size Allowed sign size If the building is 50,000 + square feet in size, complete the following: - 50,001 = ~ - 1,000 + 190 = Building size Allowed sign size The "allowed sign size" may be placed on each side of the freestanding sign. Check here if the sign is existing and you are replacing a cabinet or face with the same size cabinet or face. Continued on back Wall Sign Calculation Sheet (ou must complete this sheet and include it in the submittal package for- )ny new wall signs. You will also need to create a site plan and a detail sheet of the signage. Project Address: Contractor: You are allowed 1 square foot of signage for every 1 linear foot of wall to which you are attaching a sign. All wall signs must be adjacent to a street or major interior drive. Step 1: Measure the length of the wall(s) where you are attaching the sign: Wall 1 - feet Wall 2 - feet Wall 3 - feet Step 2: The length of the wall is the allowable square footage for the wall sign. Wall 1 allowable signage- square feet Wall 2 allowable signage- square feet Wall 3 allowable signage- square feet Site Plan r,; McDonalds #16910 Welcome Point Gateway LOCATION: Wheatridge, Colorado FOR, E erbrite. 12/16[2009. Cornerstone Engineering, Inc. 302 College Street Madisonville, TN 37354 423-420-1:741: PROD NO, 091626 DWG 140_CA15578 R Poo z x Loads: BLC 1, wind case b Results for LC 2,.75WL + .75SL + DI Cornerstone Engineering, I. I. David Lane McDonalds Welcome Point Gateway Dec 16, 2009 at 9:25 AM 091626 091627 McDonalds Welcome Poin... Company Cornerstone Engineering, Inc. Dec 16, 2009 Designer David Lane 9:23 AM Job Number 091626 McDonalds Welcome Point Gateway Checked By:_ Global Dis la Sections for Member Calcs 5 Ma>Ihtefnal=SectionsvforjNlenberCalcS`{,5t Include Shear Deformation 97r_u r="_,~',~r Yes .F~ Area Load Mesh in^2 144 Met e.Tolerande 1n r> , m .,.t <12 F r ;kx . n r P-Delta Anal sis Tolerance VertloalsAxls ",ti s ¢ ty" x 0.50% `Yx"~_1 t ww t..., H Hot Rolled Steel Code AISC: ASD 9th Cotd`Fi [r"11ecvbt'eeFCode x'14 x K~ z * IAISK99 zASD`, Wood Code NDS 91/97: ASD W.oodxTem erafiir$=rk ,s 'e, <^IUUF" M 11W Concrete Code ACI 2002 Mason Code x ,MSJG:05/IBC:`Oi ==ASD,E a Number of Shear Re ions 4 Re -idhi S' adirl x,Incfem- hI iri'' z 4x' 54 s . 4 € fr Biaxial Column Method PCA Load Contour ParmerU6ta,F.act0GwRCA twu t, `,a .,65.z ~1;ra v ~>k is Concrete Stress Block Rectan ular .Use:Cfacked SedtidNs $ I =fi' r Yes w fi ? ,c Bad Framin Warnin s No Hot Rolled Steel Properties I ahol c ri...:i 1 A36 Gr.36 29000 ^a. 11154 rvu 3 Inerm tl for uen rt K/tt^3 Yield i 65 49 36 3 A992 29000 11154 3 65 49 50 4 A500'Gr_423 ' 4 , r u 29000; v: ' 1=1154~..,..f 1t " r.fi5~ ~E x; 49 ~5 5 A500 Gr.46 29000 11154 3 , a , . . .65 .49 46 Joint Coordinates and Temperatures I ah.1 v M, r ~r c r[ 1 em h Detach From Dia O 5yv2~ "~-r'',...9~'ii",~4,?rFiiN2-k'Ysb ,..~r.'Zy~:?4;~ ur•~~,a; ~~~~'4'`'.ivr t,~'a;:l$,-/.6 ~uk'~.x~r~t ~~v'~"vka~ ~\~r'~''~] s"a~>~., ~`;a`Qz"~r+~z~c' Y~~~ur~.`~r. r)Y:t;;Y~a*",i... 3 N3 0 9 26 0 0 i~<4.\~ ~~~;R~kt~°`.a~N4.'c~'ss'~5~.f.~4 ;'~,Yp..AOS~ittaiY~ ~imx`Rx¢5 ~ ~"x Fr~~fi M ~I lr ^~n~ y way4 C~3R I~3+ k.!*\TzFt 5 NS 0 11 0 0 7 N7 ° 9 8 76 0 0 ~`AIN4,10:', 'rkhh~,.~..g4;.4r exit n>a kf .'r,?3!. . ..x..76-. ixw,e4 -~'+..5° ,rt) ...F~.:; ' axa-a s r r aa~ w ';`><,v 3d 9 N9 4 8.76 0 0 RISA-3D Version 8.1.1 [P:\RISA Pond\Everbrite\091626 McDonalds Welcome Point Gateway.r3d] Page 3 Hot Rolled Steel Section Sets Company Cornerstone Engineering, Inc. Dec 16, 2009 Designer David Lane 9:23AM Job Number 091626 McDonalds Welcome Point Gateway Checked By: Joint Boundary Conditions Member Primary Data 1 ~6e1 1 1..:.,. 1 M1 N1 N2 ~ ~~,::i r~~lalo ~c oeulumona e 1 e ueS1 n Llst Material Desi n Rules column 1 Beam Tube A500 r.46 T ical 2, =M2.'r N2. ¢<N3t, sr "columh+l s.Beam Tutie A500Grgs T"icaln% 3 ' M3 N3 N4 column 1 Beam Tube A500 G4 T ical . 44F $:rM4 N4;... x`2}N5? v @; „ „x,;,r,r x',-column. 9; +Beam' i vTutie x i15ooGr 4s ;,T" l' 5 M5 N6 N7 , , crossbar Beam r, x. , Tube . A500 G, ca T ical Basic Load Cases 1 wind case b W1 ~:avlr I vlavIL ~ u[avu uom[ rom[ uist I utetl Area Ma.. .SUrtace 1 6 • .e - 1•R° ~ ~5 . -9F< N$d.. s v f rSM 3 load 9 OL1 ~ ' v - 11-1. . , snoload os m# t >~~'SL ~ ° ~ut•~ 4'~ s ~ V ' ~4 b } ~ 4 b V T i ~ \ . r x . . Yu ~ r,5 .\nil 5 \ , , 4W. +1 Li .#.sv~. ...l al nv.f a~, , y S s.'ti ,~Yr S: r 'ssk Member Distributed Loads (BLC 1 : wind case b) MemhprI ahpl nGenN.... e..,.. nn--_:...._n. ra - . _ 1 _ 45 Z 065 ,,.w~,v«u... 065 wuUnu o 10 c11U LUVaUUII 1['D 4 32 V fi" M5 vF[#.) -`cZ;fwjTii 3} 065 kFAH4% k41.065iy{ v t Y bS kt+ * 10 v }h r 4 3 M5 Z .065 1 --06S I 065 alt, 3:~Y:065 SYt > f0.1 >?h ~ " dx*,; 5 M5 ti Z 065 065 . 10 a £ 4 6, ,.,.,,u~ae M5`~,a ..n;~r';~'~'`Z ~r.f ,~~053 i ?iw s, ; ` =053 ~ = t' r~' ~ ~ • ' ' . x , ,.r ~ , w 14, . n ~ ~ ~ `.}s „n. a k10 ~ ,`a; Member Distributed Loads (BLC 3: pipe load) Member Lahei ni.,finn Cio.f nn~...,a...l..n,/w a c.,w nn__ :...~_n.r~. . . _ 1 M1 Z ' 024 024 UiV /D 0 CIIU LVlAl1Ul1 II / D 0 3 M3 Z 024 024 0 0 :.r4 024 : s: v tt k 0.,3~ Member Distributed Loads (BLC 4: snow load) Joint Reactions (By Combination) 1 1 - N1 0 21 a n 719 Iv[n K-R 5.253 IVI7 K-tt -2 356 ML K-tt 2 z'2 = l x>rxa2Totalsr t n~ l Q kw,.w 21 = ~~1'iw~719 s,tYt r`~k[[~x . r 1 rit ~ ~i 3 1 COG ft : X:.955 Y: 6.278 Z: 0 RISA-31D Version 8.1.1 [P:\RISA Pond\Everbrite\091626 McDonalds Welcome Point Gateway.r3d] Page 4 Load Combinations ' Company Cornerstone Engineering, Inc. 2009 Dec D c 16 Designer Job Number David Lane 091626 McDonalds Welcome Point Gateway , e AM Checked B y: mmmmmz~ Member AISC ASD Steel Code Checks I C Memh, Rhin I Ir KA-- 1 --.1 c 1 1 - - M1 - TU6X6X3 301 „ 0 vuca~.. 139 . ~w n 0 vu z rtl KSI 23 411 YI K51 27 6 YD KSI 27 6 YbZ K$I 27 6 Gb 1 Gm 85 Dm2 1 E n H u+2 v~ .1 M2"s .4 .TU6X6X3 X004 ; 0+ a . ?002 E . 0 z° . 27-:452: . 27.6* . -27.6> . 1 27:6' 51:75 *85 '6 1-2 441 3 4. 1 1 M3 s<M4 W.` TU6X6X3 : 11J6X6X3 003 ' `.001_ 0 0 001 :009 `.x 0 .r 30.t z z 27.399 27:268a 27.6 27` 6 27.6 27 6• ~ 27 6 + . 1 75 .85 5 6 6 H1-2 N1=2i 5 1 MS U6X6X.062 .427 1.042 .063 1.042 z 19.955 . 27.6 . . , 27.6 . 27.6 1 .85 . , .85 H1-2 RISA-31D Version 8.1.1 [P:\RISA Pond\Everbrite\091626 McDonalds Welcome Point Gateway.r3d] Company Cornerstone Engineering, Inc. Dec 16, 2009 Designer David Lane 9:24 AM Job Number 091626 McDonalds Welcome Point Gateway Checked By: Joint Reactions (By Combination) .r 1 2 N1 0 n c rc Ivlh K-n IVIY K-n ML K-tt Totals" 's 000,13,01@ " 322 'O T 224`:.,,'. 294 K7!4ff4294 2.594 4 A n . -1.767 . ; ~ 65 s 5 3 2 COG ft : X: 2.017 Y: 7.144 Z: 0 Member RISC ASD Steel Code Checks I r nnc..k cI - 1 ' 2 M1 TU6X6X3 181 0 098 0 u z ra "I 23.411 n real 27.6 r rc51 27.6 I'OZ KSI 27 6 l.D 1 Gm 602 1.m2 1 t H1-2 2 . +2 M2mrca" TU6X6X3 a ,000 ` 0. ' O nn 0. 7 .2, 27„452 27:6 , 'ja27.6 t . r.27.:'6a A 75 :t'' s6 6 'H1 1 3 2 M3 TU6X6X3 000 0 .000 0 z 27.399 27 6 27 6 27 6 1 75 6 6 H1 1 ~.`4 . 12s iz>,z.M4 F TU6XGX3 K-'.000: 0, w:'000r3 r50 ,i -z '7TN8" r?Q7.6~1 . =27.6 . 'a - . Rug UK 6, 'Fi1 1= 5 2 M5 U6X6X.062 .386 1.042 .047 1.042 z 20.781 27.6 27.6 27.6 1 .85 .85 H2-1 RISA-3D Version 8.1.1 [P:\RISA Pond\Everbrite\091626 McDonalds Welcome Point Gateway.r3d] Page 6 Y O v m y v rn cN c N L co E O >1 C Y o E C m a G L y am O CD 0 ~ U m II ~ v OU ° c 0 o Q C E 0 L C !n V LL 0 Q C a d E M N m O LL. C N T .3 C N th N O m LO C D' O m O r 10 M O C N W m p O w O Q II 3 11 .d 11 C: CO C) m It LL tQ 0 .fq Cl LL L L W S# O 0 e c: 3/31/'gC93:\[rcuc•\I?6\Gpin^O~vy\tkV~%~^yf\IP:otlua'imRc.WMp[rcrirgs\+ylml~ro Flcrtv~n'S\K'GC~\9Fp31 I A05.9- Nm\IN449186S[Pvc O ON v n wwT ° 8- r 8---1 NT_o T.. ti.,a PC U g k1 xVyi AU8 m6 :o c 0. 0. ON Fx~m L=IpAO W mu TWA m- mur,i r^' ➢ V m O PO r/Lyr..,{/. HO ~~tan o Pm mm OO A ~o \ 1 U my ~.6a x nx Yy 11G`tz n< 9 F 1^A~ xD ! 2rnr pL N V m ~ ~ p r S e z n n i n v ~ qq ° o z ~~sa~f n R n:~'~. qs @ S 6$I-"xmua U ~rg~r^ s g sgr:.mi~x zy~' AmT im GG Z mQ Q, g go$x~i''zoe9v~a~ Sc~cz~ 1 W P3 P; m. £ $o. Y 1'PSpzQa2~S<, ~y0° 2m Mo .0 4£l. 49i n . e vpmn:rlmUU ~n ~1g~g111N~t OC _ u s ~ P Fz fioy~ m~YZgi y r~ z S:. o zl^{o 4mi Yi cz i; r0^ mxP G o' z ~ momm x ~ ~ : ~ cl m ~ z 'yf a n° m m~ x ~ ~x ono z - Qi ma z g Po', m° Pi. xn Z y m O T O lI,AZ: G) - E m 8 nm 7 r n P m o zY S lu _.w [ ~ZS'> zmx O OD Z, oKmSo~ yuw~gm~R~~~ooma r ''o 0~~. V ~N_ fFx~a~cO@n@Q~ygsAm~~:. £ ~ R.' z c x . ooo: Ex n~ nt'Lo-ags°e_gn u§ m ° g n '•Si~°m°m p£c °y~' oT .'o zzw~o o T ¢ `~y xpmv~rTy~m N° m 3 yy~ a y w. -N 3.: p: ugL~M O yA02 N Tom : ^ . y A Z ZA q p z g r. T m . < o: 9/I]lipUS;\`vUl:e\ISD\f(U✓M1RV}a\Ikmtilgi\IflcdocNal P`iaOBll ENpwnal\5iy%~un flRy¢ro:s\<bCdiiq\N'K C,Ips]tlp9\IN11)119Y p ✓,J 1. T. V ~ N ~ a Q m D O kr. n ~ T n Q 1 ~ o A ° p Q ~ rn c. U } 9 y i:: 0 A O 1f oft z Z t .1 r d N m e d i s y s ~iy.~ a f - Z ~ q9 i T n ~ D.A< W 3 m O H 21 ~ W Dm o ~ m ~ YN4Yfi8 S:\vartH\ISOIEM~rnrli3W'anna\I ProhcrhoeeSimulfYrn+~:prolnur G.lgmenly\CbdtlirgUVfG Cb~tliry\!rvA92i9S 90" , y D'^ r^.[ D Na E - 4 3 zg n .q S! w sB pmi .0- MA Z - z' x t'E 3 mG. m 2, -m :.m m 3 03 C i=,mo >5 5 i SD Noy t 8A pl - _ w n!t .51 :s.m . D Wm Av: z am Mm > P !2 m 8 . t„ s N p. 61: D y .A m C) D <; GENERAL NOTES 1. AN deNgi fabrication. installation and construction sholl conform to the following ions, unless specifically noted otherwise on th drawing: • The 2006 International Building Code • American Concrete Institute Building Code Requirements for Reinforced Concrete (318 -05). • American Institute of Steil Construction, Inc Manual of Steel Construction (13th Edition). • American Woldhg Society ANSI/AWS D1.1 -2002 Structurd Welding Code — Steel 2 AN oted components be as listed below, unless noted • AN rolled shapes, plates and bare shall be ASTM A36. or equal. AN AM ppiippss shall most the rer1roments of A A53, Type S or E. Grade B. or shall meet the � to of ASTM AM Grade 2 or better, a minimum yield stress and wall thickness that meets or exceeds the mhlmurn values specified for that this drawing (ASTM A252 thickness; tolerances are not ailorrsd). AN structural tub nq shall be ASTM A500, Grade B. or egad. AN bolted connections shall be mods with ASTM A325 Boles and shall be Installed as per RISC Specificatons. • AN anchor baits shall be ASTM A307. or equal and shill be Installed as per AISC Specifications. • AN a vossd materials shall be properly protected from weathering and /or carrosion. 3. AN field welds sholl be made by a welder cortMed In the specified position. • AN welds shall be made with E70XX electrode. or equal. • AN welds shall be made In a sequence that will balance the applied heat of weld while the wdcVng progresses. 4. AN concrete sholl have a minimum compressive strength at 28 days of 3000 psi. Signor may be Installed on the structure after am doing time of 7 days. provided the In ddb rdar with ACI 318-- 05.y medntananced 5 yAsidr stren th n of X000 � have sl>� cones to ASTM ASM AN reinforcement steel shall be pooed in accordance with ACI 318 - 05. AN reinforcement steel shall be provided with a minimum concrete cover of 3" when concrete Is cast against each. Reinfa<»rnent steel shall not be 'took welded at crossing pot►ts. 6. The structure has been designed t with o design wind speed with a maxk�num gam) pressure of 22.9 psf according to ASCE 7 -05. C) . The structure has also bean designed for a 30 psf ground snow load. • This design Is not valid for areas with special wind regulrements In excess of those listed above. • N the structure Is located In the proxhn of a bluff, the tap or bass of a steep . or any other kxi feature that may affect the flow around the sign, the Installer shall contact Cornerstone for potential redesign or re— evaluation. 7. The foundation has been designed assuming the fallowing average soil conditions: Allowable Lateral Bekrkp Pressure of 200 psf /ft (This value is used for o ube and ouger footings.) The soil allowable Is multiplied by two for isolated footing as per IBC 1804.3.1. 200 psf /ft corre�onds to a medium dense sand, or equal. If soil conditions other than those assumed are encountered (Including soft sos, unstable or collapsing sills, eognornsive sorts. organic materials. groundwater, adjacent utNiNea or any other condition of potential concern ) cease excavation Immedkrtely and contact Cornerstone so that the foundation design can be re— evaluated. • If the structure Is to be located In the proximity of a building or any other structure, Cornerstone shall be contacted prior to installation to evaluate any potential Impact an the adjacent footings. If the structure is located on the side or top of a slope In excess of 3:1. the Installer shall contact Cornerstone for re— evaluation. The low dotion shall not be placed In or now o fill slops without Cornerstones approval. AN concrete shall be placed In direct contact with undisturbed soil. 'There shell be no bacicfilled sol placed In or around the foundation without written approval from Conerstoe. S Cornerstone is In no sbie for the safety of the work site during Instdlatlon. The Installer stwN take a gees to mace sure that the Install f the foundation and the erection of the structure Is performed using methods In compliance with applicable OSHA regulations. 9. if existing and ppo��d conditions are not as detailed In this pp design drawing the installer shall osose work and notify Cornerstone immediately. Cornerstone will not be perform on —site Inspections or verMcation of concittloins. It is the responsbility of the Installer. the structure owner. and the property owner to Identify the on —site conditions and to contact Comerstona with any parades or concerns. It is the owner's ti y to iooate and mark all underground u 10. My devotion � written — com pl iance from with Cornerstone � render the entire design to be void. 3: C I C I S C cL ® 12" C r vc� a.v r ter. 9��Pv in'—n" I ANCHOR BOLTS SEE DETAIL 3f 4 - 0 ANCHOR BOLTS SEE DETAIL 6 X 6 X 16 GA. APPROVED Subject to "a l b rispections W heat Ridge BI !t. � vfi: Saw Z a 112 A325 BOLTS MIN 5 PER CROSSBAR e I • M Its • LEVELING N 314 A307 ANCHOR BOLT 3-4 LONG W(7 THREAD ® TOP & 2' THR AD 4 BOTTOM (4) NUTS & (3) WASHERS PER BOLT M, am- CO P.E. # 33460 CERTIFICATE OF COMPLETION City of Wheat Ridge 7500 W 29th Ave Wheat Ridge CO 80033 Permit# 081071 Issued: 12/05/08 Stipulations: Coffee Bar in McDonald's This certificate verifies that the building constructed and/ or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code and development standards of the zone district in which it is located and may be occupied. All other licensing requirements for the City must be met. Site Address: 3902 WADSWORTH BLVD Parcel Number: U0196 Owner: Frank Sandoval McDonalds 4855 Ward Rd Suite #600 Wheat Ridge CO 80033 Contractor: Bruce Porter Krahl Construction 7084 So. Revere Parkway Centennial, CO 80112 For the Following Pu Cod ditions - 2003 ICC/2005 NEC _ 2003 ICC/2002 NEC 1997 UBC/2002 NEC Sprinklenr Sy5~tem rpose: Commercial Remodel NO change shall be made in the USE of this building without prior notice and a new Certificate of Completion from the City of Wheat Ridge. ctor Zoning Administrator FICATE MUST BE POSTED BY FRONT DOOR OF COMMERCIAL OCCUPANCIES 12/05/08 15:55:59 City of Wheat Ridge Page 1 bp70l-1s PERMIT INFORMATION - 081071 Mackay PERMIT INFORMATION: Permit#: 081071 Permit Type: Commercial Remodel Permit Dt: 09/15/2008 Expires: 03/14/2009 LAND PARCEL INFORMATION: Zone Cd: Unassigned Funct Use: Unassigned Subdivision: Unassigned Cent Type: Miscellaneous Legal: Address: 3902 WADSWORTH BLVD Parcel Cd: U0196 OWNER: Frank Sandoval Address: 4855 Ward Rd Suite #600 City/St/Zip: Wheat Ridge CO 80033 DU: 0 Last Zone Dt: Annex DO: Lot: Block No: 0 SetBacks-Front: 0.0 Left: 0.0 Right: 0.0 Back: 0.0 SOB DESCRIPTION: McDOnalds Interior remodel for coffee bar FEES QTY DUE PAID: Permit Fee 501000.00 836.95 836.95 Plan Review Fee .00 544.02 544.02 Total Valuation 50,000.00 .00 .00 Use Tax 50,000.00 900.00 900.00 2,260.97 2,280.97 CONTACTS: owner McDOnalds Frank Sandoval 4655 Ward Rd Suite #600 Wheat Ridge CO 80033 gc CL1 Krahl Construction Bruce Porter 7084 So. Revere Parkway Centennial, CO 80112 3038719898 sub CIE WILLIAMS PLUMBING 8622 S. EVERETT CT LITTLETON, CO 80123 3039798060 sub CIA Rych Electric Inc Brandy Bradshaw 2038 S Navajo St Denver, CO 80223 3039367924 PERMIT CONDITIONS: Approved per plans and notations. Must comply w/ 2003 IBC & 2005 NEC. APPROVALS: REQUIRED INSPECTIONS STATUS: PERMIT NOTES: 09/15/08 CREATED FROM APPL# 00-0345 09/15/08 KC - Approved per plans and notat ions. 09/10/08 Given to SS for review INSPECTION INFORMATION: # TYPE CONTR# CALLED CNCL WHO REQ DT INS DT STATUS 1 PUG:Plumbing Underground 01-9414 10/14/08 no KC 10/15/08 10/15/08 COMPLETE 2 FRA:Framing Inspection 02-1831 10/15/08 no KC 10/16/00 10/16/08 PARTIAL 3 fri:Framing Rough Insp. 10/15/08 no kc 10/15/08 10/15/U8 PARTIAL 4 DWS:Drywall screw/nail 10/15/00 no kc 10/15/08 10/15/08 PARTIAL 5 PRI:Plumbing Rough Insp. 01-9414 10/17/08 no KC 10/17/08 10/17/08 PARTIAL 6 FAA :Framing Inspection 02-1831 10/29/08 no KC 10/30/08 10/30/08 COMPLETE 7 DWS:Drywall screw/nail 02-1831 10/29/08 no KC 10/30/08 10/30/08 PARTIAL 8 dws:Drywall screw/nail 02-1831 10/31/08 no kc 11/03/08 11/03/08 COMPLETE 9 EFI:Electrical Final Ins 11/10/08 no KC 11/12/08 11/12/08 COMPLETE 10 pfi:Plumbing Final Insp 01-9414 11/13/08 no he 11/17/08 11/17/08 COMPLETE 11 BFI:BUilding Final Insp 02-1831 12/04/08 no KC 12/05/08 12/05/08 COMPLETE ~ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: F,saae' 04W4t . Job Address/Permit Number: .3F®2 11,,60sM1VW7af gluts ®SiogL ~~~6('Dl1fs7 /7k ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes 60_2 When corrections have been made, call for re-inspection at 303-234-5933 Date: Z lnspecto 7 0 DO NOT REMOVE THIS NOTICE INSPECTION LINE: (303) 234-5933 C ricy-aype Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTIONS N INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: issons = EG) Concrete und r Monolithic. f / French Drain Sewer Service Lines Water Service Lines POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) /~`~og Kr?. Heating (Underground) DO N OT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / Wall tie Mid-Roof Electrical Service Rough Electric Rough Plumbing y4r777P_ Gas Piping Rough Mechanical ABOVE INSPECTIONS TORE SIGNED PRIOR TO PROCFFINNG Framing iq p8 +l✓~-° rj irs N i.+'Sf. JA6T/ ri' rr , o~ z ~cc. a ~ v~. Insulation Drywall Screw s lee_- n t w _ ~ ~xee~rss.~f m>c ~r_ Rr.~,~o FINALS Electrical N 0R Bg Plumbing p Vz Og /lG Mechanical Roof Building Final •Z r~ Fire Department R.O.W & Drainage IONS S EC Parking & Landscaping . TART ALL ROUTING ONE WEEK PRIOR TO FINAL INSP T "NOTE: ALL ITEMS MUST BECOMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFOREA CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF *A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. 'g 3r4 OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ~ CITY OF WHEAT RIDGE / Building Inspection Division (303) 234-5933 Inspection line ~~~J (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: m,1 AlwG Job Address/Permit Number: 39®?~ vrm ~nrtl psi®o~/ ❑ No one available for inspection: Time 1, yo AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: srl✓✓r hsz Inspecto DO NOT REMOVE THIS NOTICE ♦~4~e CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ` (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: As ;r 5/ Job Address/Permit Number: 3g22 oSro>s ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-2345933 Date: d2 lag, Inspector: DO NOT REMOVE THIS NOTICE 1 I ~ CITY OF WHEAT RIDGE ~ Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office ' (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: 44JwC Job Address/Permit Number: Ayb9 rwApir oa r%+' z, girt Aowa f0 AevAll.S _t~sJ1'. ,c ❑ No one available for inspection: Time rr~`/3 AM/PM Re-Inspection required: Yes No `When corrections have been made, call for re-inspection at 303-234-5933 Date: ez a»d Inspector: DO NOT REMOVE THIS NOTICE I 41> CITY OF WHEAT RIDGE , / 41 CITY OF WHEAT RIDGE Building Inspection Division Building Inspection Division ` (303) 234-5933 Inspection line I~ (303) 234-5933 Inspection line (303) 235-2855 Office ` (303) 235-2857 Fax (303) 235-2855 Office - (303) 235-2857 Fax I t INSPECTION NOTICE f INSPECTION NOTICE I ) Inspection Type: A6We- Inspection Type: U~oseG/d~wn VLrG, 2am~~S~er~ Job Address/Permit Number: Job Address/Permit Number: 397? uiiFDSa.~an/ oSso7/ s, r r~ _!r>. d z /Tft~ - o ✓ ~byz' K'eov vo p4.wG . '411 - oat ro u/~sT f~d,~iveF; ~4rfirrr..srFQ De% ~sr s~Pdw rag polo d tW114 41~5 -,W,4 4- i .~r~'~cr rD ~r/~STE.vrrl~.,z/GE. sl~l.`~fs.esdsrf-,@ I ~ oK i i I F ~I I I II ❑ No one available for inspection: Time / ,'2c> AM/PM ! ❑ No one available for inspection: Time 3•'AS AM/PM Re-Inspection required: Yes No- . When corrections have been made, call for re-inspection at 303-234-5933 Date: rc7~f~s? Inspector: _ a DO NOT REMOVE THIS NOTICE Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: it og Inspector:T DO NOT REMOVE THIS NOTICE 7 City of Wheat Ridge / Commercial Remodel PERMIT - 081071 PERMIT NO: 081071 ISSUED: 09/15/2008 JOB ADDRESS: 3902 WADSWORTH BLVD EXPIRES: 03/14/2009 DESCRIPTION: McDonalds Interior remodel forcoffee bar CONTACTS owner Frank Sandoval McDonalds gc 303/871-9898 Bruce Porter 02-1831 Krahl Construction sub 303/979-8060 01-9414 WILLIAMS PLUMBING sub 303/936-7924 Brandy Bradshaw 08-0241 Rych Electric Inc PARCEL INFO ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK/LOT## : 0/ FEE SUMMARY Permit Fee Plan Review Fee Total Valuation Use Tax TOTAL** Conditions: Approved per plans and notations. Must comply w/ 2003 IBC & 2005 NEC. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application~ s I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other anni' sxeai l.Y Wa e Ordit ces, for work under this permit. Plans subject to field inspection. 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation:. All plan review is subj t -ield inspections. Signature of Chief Bui ing ficial. date INSPECTION REQ ST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. Ap~wHE9T.P~ City of Wheat Ridge Building Division U;`'..°m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-235-2857 COLORPaD~ ~ Inspection Line: 303-234-5933 Build Property Address: 3902 YUR r~.eu Property Owner (please print): 1y~n 1L d 5 Mailing Address: (if different than property e Address: s~SrJ WaYrl Rl)LILt-, <CI City, State, Zip: A)Ta j1 "P . (!0 G 60 3 Date: ec - 1 ~ 73/ BPD . Plan el 9-01 % Permit [)8 ( 0~ Ql) Contractor: _ C Contractor License t✓^~t'[!"t ~ ~ Z^~ *CoVgAuVC~ ra ictors: ors: i xrei I - - - - - ~g~t t it @stn t~~ec. com u Contra r Electrical Ci License Plumbing City License Mechanical City License Company: ] C~*J(j"Company w( 'I I)6U~t5 Company: r'J Exp. Date: Exp. Date: 0419b' Exp. Date: Approval: Approval: Approval: l Use of space (description): Ucn, w Construction Value: $ 61-~- coo q f~ Description oof~work: 1 ' y0' ' (as calculated per the Building V luationV Data she l✓ 1 !E✓(0 y I r T r~wcs °YYIC~Y' ver l Plan Review (due at time of submittal): $r r6P' xt l CA QteA- Q~ P.X I ~'1f N.c,[~Oyt0..40~ 'EW OL r~OLGILl( Gp G IatY. Sq. Ft./L.Ft added: _f Squares _BTU's Gallons Amps A\~k OWNER/Cn"-~t C ` l 2STANDING AND AGREEMENT I herebj ~t \ d by this permit application are accurate, and do not violate applicable ordinances, rules or Cy ~u ,ovenants, easements or restrictions of record; that all measurements shown, and allegatiot riri \ agree to abide by all conditions printed on this application and that I assume full responsib Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work underthis CIRLCE OI `cRSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAM, SIGNATURE: - Date: ' ID"'DQ - C-1 DEPARTMENT USE ONLY ZONING COMMENTS- Zoning: Reviewer. PUBLIC WORKS COMMENTS... Reviewer: ll yy BUILDING DEPARTMENT CO MENT g0te,9 OCCUPANCY: Reviewer. Bldg FIRE DEPARTMENT:: ❑ approved w/ comments ❑ disapproved ❑ no review required` Valuation: $ City of Wheat Ridge Building Permit Submittal List The following items are required for the Single- or two family building permit submittal for the property located at . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: Plans: ❑ Three (3) full-sized (24" x 36") plans (Contents of plans detailed in the Single- and two-family handout) - yellow heading ❑ Three (3) stamped sets of foundation plans. ❑ Three (3) copies of a grading and erosion control plan. ❑ One (1) copy of a soils report. DOCUMENTATION: ❑ One (1) completed building permit application. ❑ One (1) property deed. ❑ One (1) certified survey or Improvement Location Certificate. ❑ Proof of utility availability (form provided by city). ❑ One (1) building permit submittal list. The following items are required for the commercial or multi-family building permit submittal for the property located at % 102. ff05G~. . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. If you had a pre-application meeting with Staff, you must submit the checklist you received. Otherwise, this sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ICJ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: Plans: ❑ Four (4) full-sized (24" x 36") plans (Contents of plans detailed in the Commercial & Multi-family handout) - pink heading ❑ Two (2) copies of a final drainage report and plan OR Two (2) copies of a drainage letter and plan. ❑ Two (2) copies of a grading and erosion control plan ❑ Two (2) copies of a traffic impact study OR Two (2) copies of a trip generation study DOCUMENTATION: ❑ One (1) completed building permit application. ❑ One (1) property deed. ❑ One (1) certified survey or Improvement Location Certificate. ❑ Proof of utility availability (form provided by city). ❑ One (1) building permit submittal list. i n O a T ~ 7J J O O NZ v 1 ~1 n 0 m Cl) D m m W > o W o ~ m o' e D. a; • vo • 0 P a , ~o . 0 v v 9 77 0. T-9" R•- ~ w m x MIN. MN 0 NT ]J °o W a~ 0 C7 D r m m Cl) O 0 m 1 1 1 1 1 1 1 1 1 ~ 1 1 ° W ; or 1 , i 1 1 1 1 1 1 1 1 1 , 1 1 i I - - - - - - - - - - - - - 81-0.. O m x 0 O~ O P ~ N UQ 0 o W 6,_9 r 8,.3 So3t~ ~~t~u~(~ CE) EXT. WALL OF BUILPINCs ~.~i' SILL OR WATER TAE3LE ~ ' 'a: ~ TR.4N5L S ~ - 4' ACROS 4' FLUO MTD AG --T7P 0 f ,4N~~.uC~NT ~A~IC ~aT~'~TCN~D R A Y F ME 4~~2Q~5 MET. Tu~E C N4F' f~4 (WHERE OCCURSJ REAR PANEL ~ ~ ~ MOl"E: MfiiP~iTAIN I' CLEAR _ /I TITLET DISPLAY BOARp _ L_. f t ~ ~l ~ ~x, `1 M O 11r'1CaCs^f GAIT ~IVTI IIMaG Is `s ~ ~ `z~. O O NSS3x2~OCATED 4' BEHIND FRONT FACE O O OF CANOPY FRAMINGz a a -L fl~\ - pVD vENDINCs a ~ C~ \ MACHINE ~ ~YT ~C E~ D D D Cl ~ _ ~ I L J ~ L~J ~J ❑ I~J l~J O i 4 ~ i I ~u❑❑uu ~ ❑~❑~I~n, POWER PHONE LINE ~ ~ J I_j~ AGCESS O AGGESS i\ O I f 1 u 'u J I I ~ - \ ~ G_ _ ~ ~ m - - r NOTE: ALL CONTROLS, BUTTONS, SLOTS, ETC. ACCESSED BY THE PUBLIC SHALL BE LOCATED AT LEAST (POWER ACCESS ROGATION 15' ABOvE BUT NOT CsREATER THAN 48' ABOVE THE FLOOR IN BACK PANEL OF TITLEBOARD) Y 7~1 ~ C C~~ POWER ACCESS LOCATION IN BACK PANEL OF vENpINCs MACHINE) 3/4' = I'-O' I 1 HS51 I/2xl 1 TYPICAL G TRANSLUCE~ ACROSS C O U N5S3x2 ALICzN WITH REAR EDCsE ~ v NSS3x8 VERTICAL POSTS (RE: SIDE ELEv.J a a t w N554x3xi/ TY ~ TYP~~ t~ i STEEL FRAME TO BE J"p v f '"',1 i/ L ' 1 1 the eneral contractor 1. ~ r~f~r~nc~ wend velocit lfast~st miie~.......... qQ m ~h ~ ~ antr~~tor sh~il r~viE:~ coil submittals sari©r to PAINTED W/ ONE COAT ~ HSSSx3x3 PRIMER, TWO COATS - i ~ ~ ~ / / / Submittal For rcvi~w. 2.I wind sta nation r~ssur~ ~ 20.E i ~ ~i j , i / ' 3.1 osur~ classification c °~vi~;W. PAIPlT CALLOW FOR / ~ / / ; ~ i % / i / i i i / % ha ~I not b~: us~:d backc{rounds for shop or TWO COLORS), COLORS AS SELECTED E3Y ~ ~ - rn ~Aa~ f~ McDONALD'S PROJ. MCsR ( HSS3x2xl/ ~ ~ I/8' TNIGK ~ ~ SEMI-GIRC i i Y :°Y~-• i i 12x24 ARE, ~ 13/32' DIAI t i i 30% FREE SCREW PA 4 I NORIZ. TU POWER ACCESS FOR ( POWER/T CANOPY LICzNTS, ~ IM1l REAR TITLEBOARD d vENDINCs ' 'ti, jj~ . ~ l t - t- f'fACN. FROM SUBPANEL ~ HSS4x3x3/ s r OF PANEL PPI, TNRU STL. ( CONDUITS TUBES TO FIXTURES AND i EQUIPMENT. _ ~ _ _ TELEPHON ACCESS F r ~ FROM TEL L--~ ~ TNRU 4x3T TYP f~ ` - :C.~ l s 3/16 d 1 ~ POWER AC PANEL OF G• ~ 1 3/4' = i'-O' - lrwr HSS I I/2xl V2x3/16 TYP. j CANOPY FI2AMINCs / ~'-5" _ / ri f f 4'-O FLUOR LICsHT FIXT j/ _i .j vim; i - a _i4 - / - - - t r i , - ~I r i HSS3x2xl/8 / HS53x2x1/8 ~ / i .y T TRANSLUCENT FABRIC STRETGNED / ~t - j i ACROSS CANOPY FRAMIN~s < ~ / z. r. t ~_I / CROLLED) HSS3x3x3/16 BRACKET - \ ~ 1 I / OUTSIDE RADIUS 2'-O' - ~ / { - - I/I~o' THK A3~o STEEL SIDE PANEL I / W/ NSS3xlx3/loo ALONCs EDCsE i 2'-O' RAD. TYf° i' J - J _ } 3/16 I / MAINTAIN 1' CLEAR FROM FAC / SILL TO 5T / SILK OR r- ~ 7 i } 4 G WATER TA ~ ( / (WHERE O rr_ r _ t _ ~ . r ~ ~ Y CIVVIIVC3 1 IHI.HIIVC "'-I I / • •3 TIES 618' CC, cal V. MII CAIVVVI:. WCi141i ~V Vii I Welders: have current e EXIST. WEATHERPROOF Qualification tests. Gc✓ IwfL' i 1.a l1 i../G-..1 1~ V6 G7 G 16.1 1 4+f itG:77' F 14/ GCr{.,e1. •L J (21"4, TOP < BOT. t ~....:..J .w..., C v.. ,e ~ n S w rv t L.... o,... w r u-s w . <t 4 n ~ ~ LIGHTED TITLEBOARD S' TNIGK 77 PANEL ( DISCONNECT SWiTGN ATTACH TO 4x3 t 3x2 STL TUBES SLAB ON GRADE RE: GEN. NOTES PP-I MOUNT AT TOP OR BDT. OF E. See drawings for nailer ho H554x3x3/16 HAS 2 CUT-OUTS _ UNDISTUF2BEIb iJA U(~AL~\ 30 l2) "5x CONT. COBC3RADED FR 3000 PSI CONC. ( BREAKERS IF AVAILABLE. PROVIDE HANDLE LOCK-OFF F. Structural steel shall be d DEVICE L IGHTS With the aisc speci('icatio 20~~_ 1-SIGN With osha regulations, lat ~ Cam---------~- AND FLEX GDT. TO PROVIDE ILL TYf' 3-SIDES POWER 4 PHONE TO TITLEBOARD / AND VENDING MAGNINE). a (E) CONG CURB ~ ' ' DvD VENDOR G. Steel members shall be cla t Structural steel (aess). A ~f I ~a f~ ors". ( I I ~ / I ~ ~rse I I ~i 1 ~1 ~ I''~1I Requirements per aisc co( 0" D F7 E La E V14 T I APRIN r2 cod) t%mw, t"mo twomo, Y4 rN, T I Coo"o)", N 14 or "ooll A tll;"; QAO"ot"L r7l~ Welds shall be smooth an Intprmittpnt wilds are spe NO SCALE - - - 3/41=1 1-0 ' 3/4'=I'-O' 1_*1-_-~Finition cas cut. Cxrind r ! OFF K ITCHEN_ H00©2 _ O® 3,®© 0 V 0 © `2 _ HOOC _I O I 1 -Pd- r I Wheat Ridge Fire Protection District Plans Review Date: 12_ tS -qs ` Reviewed by David M. Roberts Uniform Fire Code Certification #53275 Colorado State Fire Suppression System Inspector Certification #92-1173 Comments: n _sjg3.& ..s 1Mw5 (o C ~IC.Q 2 G 7 ~f4u.St taw . ~,y Y-ZtL•&- ~4&47, 73L3, 2VI-40, NOTES: ALL PIPING SHALL BE SCHEDULE 40 BLACK IRON UNLESS OTHERWISE NOTED. INSTALLATION OF GAS SHUT-OFF VALVES & ELECTRICAL WIRING BY OTHERS. ELECTRICAL CONTROL POWER TO BE 110 VOLT - 1 PHASE - 60 CYCLE UNLESS OTHERWISE INDICATED. SOLENOID GAS VALVE MUST BE MOUNTED WITH COIL IN VERTICAL POSITION. PLENUM SIZE: HOOD 1 - 5'311 HOOD 2 - 6' 6" DUCT NO. & SIZE: HOOD 1- 12" X 12" HOOD 2 - 12" X 12" ITEM 1 QUANTITY 2 PART NO. 7929p DESCRIPTION 3 GALLON REGULATED RELEASE 2 2 79372 3 GALLON LOW PH ANSULEX 3 4 2 2 78929 17492 3 GALLON EXTRA TANK 101-20 CARBON DIOXIDE CARTRIDGE 5 6 7 2 1 2 4835 55601 32220 REMOTE PULL STATION 1" MECHANICAL GAS VALVE DOUBLE / DUAL MICRO-SWITCH MCDONALD'S 3902 WADSWORTH BLVD. WHEAT RIDGE COLORADO 80033 SCALE:NTS APPROVED: DR.BY DATE: 12-14-95 V' ANSUL R-102 UL 300 6 GALLON LIQUID CHEMICAL FIRE SUPPRESSION SYSTEM 1ROE FIRE & SAFETY EQUIPMENT CO., INC. JOB NUMBER 4255 JASON ST DENVER COLORADO PLEASE 5EE_MANUFAC1URbR'S PLANS--FOR HOOD DETAILS 1 . OFF-ICE KITCHEN HOOD 2, OC3,Q@ ------T i O 4 0 © a _ HOOD I O I - Wheat Ridge Firq,Proieetior ".^t ict Plains "eview Dare: Reviewed by David Mil. i arrr:; ~2~ Uniform Fire Code DaRific;lrl X3275 C0101'20 0 c. J Ste. h $U;17rcS_; [ ,M I2813e1.'10r Cartifica?ton #92-973 Comments: i- ✓ eV . dpi a"1 6 ~ I~ a 4: oa,~-~a U ~c,r !L•.~ ~....uk 4-cs -h• PLEASE 5E_E-MANUFACTII ,SPLA-N5FQR MOOD DETAILS NOTES: ALL PIPING SHALL BE SCHEDULE 40 BLACK IRON UNLESS OTHERWISE NOTED. INSTALLATION OF GAS SHUT-OFF VALVES & ELECTRICAL WIRING BY OTHERS. ELECTRICAL CONTROL POWER TO BE 110 VOLT - 1 PHASE - 60 CYCLE UNLESS OTHERWISE INDICATED. SOLENOID GAS VALVE MUST BE MOUNTED WITH COIL IN VERTICAL POSITION. PLENUM SIZE: HOOD 1 - 5' 3" HOOD 2 - 6' 6" DUCT NO. & SIZE: HOOD 1- 12" X 12" HOOD 2 - 12" X 12" ITEM QUANTITY PART NO. DESCRIPTION 1 2 79290 3 GALLON REGULATED RELEASE 2 2 79372 3 GALLON LOW PH ANSULEX 3 2 78929 3 GALLON EXTRA TANK 4 2 17492 101-20 CARBON DIOXIDE CARTRIDGE 5 2 4835 REMOTE PULL STATION 6 1 55601 1" MECHANICAL GAS VALVE 7 2 32220 DOUBLE / DUAL MICRO-SWITCH ANSUL R-102 UL 300 6 GALLViV LIQUID CHEMICAL FIRE SUPPRESSION SYSTEM ROE F RE & SAFETY EQUIPMENT CO., II 4255 JASON ST. - DENVER COLORADO as JOB WHEAT RIDGE COLORADO 80033 . . _ _ i ~~.~~.~,~~.~,~~..~„r,,~..,~.M., v . PIPING IsoMETRIc N.T.S. NOZZLE T1P `r~ ~E LOCATED AT 75" PERIME ~'~R IN TRANSITION i 7 7 j8" 4 3" TO OUTSIQE OF N000 ELEG. GAS Bf LL ITE~i._ _QTY~ QTY PART No. 1 6 //8" * * ~ 1 1~~ 794'3 3. Q~ GAI. 4 if4" 1 1 71660 3, 0 GF~L TO 3.(l GAL. 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