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Permits - Permit# 24SP-00137 - 4165 Shoreline Drive - 12/10/2024For Inspections: (952) 442-7520 NOTICE MUST BE POSTED ON JOB SITE Date Issued:12/10/2024 Expiration Date: Commercial Alteration 06/08/2025 4165 SHORELINE DRIVE, SPRING PARK, MN 55384 Job Site Address: Category: Permit Type: Valuation: Repair/Remodel/Alteration (Commercial) $1,000,000.00 Property Owner:Yachtzee Holdings, LLC - Kelly Olsen 3066 Island View DriveMailing Address: Mound, MN 55364 Phone:(612) 720-1467 Email:kelly@olsen.global Subdivision: Parcel ID:1811723440022 Filing: Lot: Block: Total Sq Ft: Required Setbacks: Actual Setbacks: Description of Work: Build-out of a 7,500 SF restaurant in an existing 24,000 building. Contractors: ADOR LLC (612) 590-8099Primary Fee Items Amount 12/10/2024 Building Department Signature/DateSignature of Applicant/Date Repair/Remodel/Alteration (Commercial) 24SP-00137 City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 Phone:(952) 471-9051 Fax: (952) 471-9160 INSPECTION CARD City of Spring Park 4349 Warren Ave, Spring Park, MN 55384 POST THIS CARD IN A SAFE CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. APPLICATION NO.:24SP-00137 TYPE: Repair/Remodel/Alte ration (Commercial)ISSUED DATE:12/10/2024 EXPIRATION DATE:06/08/2025 PROJECT ADDRESS:4165 SHORELINE DRIVE, SPRING PARK, MN 55384 PARCEL NO.: 1811723440 022 OWNER: Yachtzee Holdings, LLC - Kelly Olsen CONTRACTOR:ADOR LLC CONTRACTOR PHONE:(612) 590-8099 DESCRIPTION OF WORK:Build-out of a 7,500 SF restaurant in an existing 24,000 building. INSPECTION INSP DATE PASSED COMMENTS Framing Fire/Draft Stopping Accessibility Final INSPECTION INSP DATE PASSED COMMENTS Accessibility Rough-In Drywall (Fire/Smoke Rated Walls) Building Final CONSTRUCTION TYPE:OCCUPANT LOAD: Page 1 of 1 Fire Approval:Date:Engineering Approval:Date: PW Approval:Date:Other ( ):Date: To request an inspection: (952) 442-7520 CITY OF SPRING PARK PAGE 1 BUIL ING PERMIT 4349 Warren Avenue 0wt�CFD12-3 Spring Park, MN 55384 ❑ Handout Given Rouib to NSP� T Phone: 952-471-9051 Fax: 952-471-916 El600 Lead Handout Given c� SITE ADDRESS: 1{ PID: 1)Was the home constructed before 1978?(YES❑,continue with line 2,NO❑continue without completing EPA Section) 2)Will the work disturb 26 sq ft of interior painted surfaces or 2:20 sq ft of exterior painted surfaces?(YES❑go to line 4,NO❑line 3) 3)Are there any windows being replaced?(YES o,go to line 4,NO❑continue without completing EPA Section) 4)Has this home been Certified Lead Free?(YES❑,you MUST Attach Certification Information,NO❑complete line 5) 5)EPA Contractor Certification Number NAT- (applies to contractor only) • PROPERTY OWNER: 14 c-rA 2:ttVUT to LL(- Address: y I1 .Ave Ci S P%vim ,,//VI. - State: P�N Zi ::S S 3`er.-A Email: 2�� Q () SY,r+ , \�; n L Contact Name: ll, �kj S-r, Phone: b 1- 1.Q J A,L • CONTRACTOR: A%-)CG QI LQ- Address: 5v t,, l I ce' City: ;E k C State:r1 li-I zip: Phone: La �� Fax: Contractor License No: " 11L Ids � Contact Name 0M v.,n t Phone:(Q Email: t �J C1L1Ui ��t'NZ" >> ARCHITECT: -J �r �7 f�'Y Address:} e, "-J tvZ City: State Mlli� Zip: G 5 14 313 Phone: Z r Fax: • Email: Contact Name: Phone: TYPE OF WORK: ❑New Construction ❑Deck ❑Re-Roof ommercial ❑Residential ❑Change of Use c Pool ❑Re-Side EST.VALUATION OF WORK c Finish Basement ❑Retaining Wall ❑Fence $ emcdel ❑Porch ❑Shed Square feet: ❑Addition ❑Demolition o Window/Door Replacement Garage-Attached/Detach ❑Plumbing-provide derail on Page 2 #being replaced Detailed Description of Work: ❑Accessory-Structure ❑Mechanical-provide detail on Page 2 ❑Misc Other L _e) � =tom" on Oq c!n c-vN3 ifu • s, c� C. �r Z Signature of this application by the legal property owner or a licensed contractor.as the owners representative,is required and authorizes the Zoning Administrator or designee and the Building Officia'. or designee to enter upon the property to perform needed inspections.Entry may be without prior notice.I hereby acknowledge that I have read this application and state that all information is true and correct to the best of my knowledge.I further agree that all wort performed will be In accordance with approved plans.specifications and conditions and to abide by al ordinances of the Municipality and the laws of the State of Minnesota regarding actions taken pursuant to this permit.I agree to pay all plan review fees even if I choose not to proceed with the wort.Permit expires when work is not commenced within 180 days from dab ofpemlik or if work is suspended.abandoned,or not inspected for 180 days.Work beyond the scope of this permit,or work without a permit or inspection. • will be subject to a penalty. Noise Ordinance In Effect:MONDAY-FRIDAY Before 7 a.m.and after 10 p.m.Weekends/Holidays before 7 a.m.and after 8 p.m. SIGNATURE OF APPLICANT:� �AkDATE: (I Zq PRINTED NAME: 'r'vd n^ '^ n"^ This is the signature of: c Owner or Owner's Representative OCCUP.TYPE: CONST.TYPE: CODE: BLDG SPRINKLED Yes/No VALUATION:$ Permit Fee: $ WAC Charge: $ Plan Review Fee: $ Sewer&Water Hook-Up: $ State Surcharge: $ Sewer&Water Disconnect: $ Site Inspection Fee: $ Water Meter. $ S.E.C.Fee: $ Muni SE/WA Fee: $ Investigation Fee/Other Fee: $ *2016 SAC Escrow: >- Copy Charge($.25 per 8.5 x11 p $ Ot r. $ CLicense Check($5)/Lead C ck($5) $ TOTA UE: $ W UB TOTAL: NOTE:coe.nercw plans be submitted to the Met council FF�onnleMW Svcs Plumbing se(from Page 2)$ for SAC daannmation, paymerd wrlN be required when pan, N issued. ff Mechanical Fee from Page 2 $ ' after Met council rtnrMw nip SAC 4 ,escrow,wall be refunded in fun. LL S cial ConditionstRe 'red Setbacks: W40 / LL O • r Building Approval By. DATE: Printed Building Approval By. ❑ License Verification❑ Lead Verification-Checked By: City Approval By. DATE: Paid: Date: Receipt No. By. City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 4165 SHORELINE DRIVE Page 1 Project Name: Date: Jurisdiction: 12/09/2024 City of Spring Park Approval Status: Construction Type: Approved with Comments ID: 24SP-00137 Applicant Name: ADOR Bespoke Homes Todd Applicant Phone: (612) 590-8099 Applicant Email: todd@ador-homes.com Jobsite: 4165 SHORELINE DRIVE Code: 2020 1300, Minnesota Building Code Administration; 2020 1305, Minnesota Building Code Reviewed: Building The plans and specifications, for the project named above, have been reviewed for substantial compliance with the current Minnesota State Building Code. This review is limited to the submitted scope of work; is based upon the supposition that the data on which the design is based are correct and that the necessary legal authority has been obtained to construct the project. Although every attempt has been made to identify code issues or concerns for proper and necessary change, the project designer(s), the building contractor(s) and the property owner(s) are ultimately responsible for providing complete code compliance and maintaining minimum construction standards for the safeguarding of life or limb, health, public welfare and property while constructing this proje ct. Approval is based on the correction of all noted deficiencies and compliance with all items listed below. Any changes from these documents and/or additional information shall be submitted to the Department of Building Safety for code compliance review and approval. Written response of approval must be on site prior to implementation of such changes. The following information is related to the submitted plans/scope or as general information regarding code compliance. Compliance with the stated requirements will be verified during the construction process. All work shall be inspected. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at (952) 442-7520 during regular business hours. If you have any questions or concerns regarding this plan review, please contact me via telephone at (952) 442-7520 or email at codereview@mnspect.com. Tom Krause Plans Examiner tkrause@mnspect.com City of Spring Park 4349 Warren Ave Spring Park, MN 55384 Phone (952) 471-9051 Fax (952) 471-9160 4165 SHORELINE DRIVE Page 2 Plan Specific Items: Building: Approved with Comments - Tom Krause, tkrause@mnspect.com PLANS DATED: 04/22/2024 & 5/14/2024-Revision-11/11/24 PLAN SHEETS REVIEWED: G1.1, G1.2, A1.1, A1.2, A1.3, A1.4, A2.1, A4.1, A5.1, A6.1, A9.1, A9.2, S0, S1, S2, FS010, FS100, FS200, FS300, FS400, FS500 SCOPE OF WORK: Full interior buildout of an existing space, inside of an existing hotel, into a restaurant, bar, and hotel lounge. CONSTRUCTION TYPE: V-B OCCUPANCY TYPE: A-2 SPRINKLER SYSTEM (Y/N & TYPE): Yes-NFPA 13 PLAN SPECIFIC ITEMS (to be completed during the construction process): 1. Signage is required at accessible restrooms/public facilities. Such signs shall designate the sex, be readily visible, and located near the entrance to each toilet facility. (2020 Minnesota State Building Code, Section 2902.4 & 2020 Minnesota State Accessibility Code, Section 1111) 2. Offices, utility rooms, storage rooms, and restrooms shall be provided with occupancy sensors. (2024 Minnesota State Commercial Energy Code, ASHRAE 90.1,) GENERAL ITEMS: 1. Construction or work shall be inspected in accordance with the requirements of Minnesota Rule 1300.0210. 2. It is the responsibility of the contractor/installer to contact the Department of Building Safety, when ready to schedule an inspection, at (952) 442-7520 between the hours of 8:00 a.m. and 4:30 p.m., Monday through Friday. 3. The approved permit and all related plans and documentation shall be on site and available to the inspector at the time of inspection. 4. Failure to provide the required documentation to the inspector at the time of inspection may result in a cancelation of the inspection and additional inspection fees for the additional inspection(s). 5. The field inspector may identify additional code requirements during inspections. (Example of code requirement items that might be identified are fire sprinkler heads being obstructed by framing, beams, lighting, ceiling configurations, plumbing pipes, and mechanical system ductwork that will require review by the fire suppression plan reviewer. Additional work being completed that is not consistent with the project scope of work or the approved plans.) 6. Applicable Codes: 2020 Minnesota State Building Code, 2020 Minnesota State Accessibility Code, 2020 Minnesota State Mechanical Code, 2024 Minnesota State Commercial Energy Code 7. Separate Permits Required for: Plumbing, Electrical, Mechanical, Fire Suppression, Fire Alarm, Kitchen Hood, Kitchen Hood Fire Suppression The field copy of these plans must be kept on-site and made available to inspector during all inspections. To schedule inspections call (952) 442-7520 Please have the permit number and street address ready at the time of the call. Read all attached materials. Everyone performing work to which the code is applicable shall comply with the code. Plan Revisions All construction shall comply with the approved plans. Plan revisions will not be reviewed in the field without prior approval from the Building Official. Submit all plan revisions to the Department of Building Safety for review, prior to their construction. NOTICE Plan review was done in accordance with the current Minnesota Building Code. Plan review does not waive any additional code compliance issues found on site. REFER TO APPROVAL LETTER FOR ADDITONAL COMMENTS AND REQUIREMENTS Separate Permit and Plan Review Required For: X X X X X X X Electrical (plan review not required) Mechanical Plumbing Fire Alarm System (NFPA 70) Fire Alarm System (NFPA 72) Fire Suppression System Kitchen Exhaust Hood Kitchen Hood Fire Suppression DO NOT OCCUPY PRIOR TO CERTIFICATE OF OCCUPANCY 4165 Shoreline Drive, Spring Park, MN-(Restaurant) REVIEWED FOR CODE COMPLIANCE Reviewed for Code Compliance By: Date: This review is limited to the submitted scope of work, is based upon the supposition that the plan accurately depicts the intended construction and end-use, that the necessary legal authority has been obtained to construct the project and work is subject to code compliance and field inspection during construction. Permit #:Code Edition: Occupancy Classification: Type of Construction:Tom Krause 12/9/2024 24SP-00138 V-B A-2 2020 MN State Bldg. Code 5 18 " 2 4 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 24"72" x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24"60" x5 24"60" x 5 24"72" x 5 24"60" x 5 24 " 6 0 " x 796 SF HOTEL ASSEMBLY (A-2) 1070 SF KITCHEN 252 SF UNOCCUPIED 356 SF KITCHEN 379 SF BUSINESS 91 SF BUSINESS 131 SF MECHANICAL 1056 SF RESTAURANT ASSEMBLY (A-2) 1087 SF HOTEL ASSEMBLY (A-2) 72 SF MECHANICAL 124 SF MECHANICAL 392 SF RESTAURANT ASSEMBLY (A-2) 902 SF EXTERIOR HOTEL ASSEMBLY (A-2) 302 SF EXTERIOR RESTAURANT ASSEMBLY (A-2) 1466 SF UNOCCUPIED 149 SF EXTERIOR RESTAURANT ASSEMBLY (A-2) 359 SF UNOCCUPIED 118 SF BUSINESS 75 SF MECHANICAL 777 SF UNOCCUPIED 660 SF EXTERIOR RESTAURANT ASSEMBLY (A-2) ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 CODE DATA, SHEET INDEX 41 6 5 S H O R E L I N E D R I V E RB G1.1 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 CHAPTER 6: TYPES OF CONSTRUCTION 0 HOUR 0 HOUR CHAPTER 8: INTERIOR FINISHES INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY CLASS B CHAPTER 9: FIRE PROTECTION SYSTEMS CHAPTER 29: PLUMBING SYSTEMS A-2 3 1 3 1 1 CABANA ANNA'S SPRING PARK, MN 553844165 SHORELINE DRIVE FIRE RESISTIVE RATINGS OF STRUCTURAL ELEMENTS - TABLE 601 FIRE RESIST. RATING STRUCTURAL FRAME BEARING WALLS EXTERIOR INTERIOR NON - BEARING WALLS EXTERIOR NON - BEARING WALLS AND PARTITIONS INTERIOR FLOOR CONSTRUCTION AND SECONDARY MEMBERS ROOF CONSTRUCTION AND SECONDARY MEMBERS SHAFT ENCLOSURES (713.4) EXIT ENCLOSURES AND EXIT PASSAGEWAYS CORRIDORS ROOMS AND ENCLOSED SPACES TABLE 403.1 - MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES USE GROUP REQ. FIXTURES PROVIDED FIXTURES REQ. LAVS PROVIDED LAVATORIES SERVICE SINK DRINKING FOUNTAINS *ASSUMED OCCUPANT LOAD SPLIT EQUALLY BETWEEN MEN AND WOMEN* REQUIRED PROVIDED BUILDING HAS AN EXISTING SPRINKLER SYSTEM 250'-0" 170'-6" EXIT REQUIREMENTS SECTION REQUIREMENT 1003.2.3 CAPACITY OF EGRESS COMPONENTS FACTOR OCCUPANT LOAD REQUIRED WIDTH PROPOSED WIDTH EXIT DOORS 0.2 378 75.6" 324" 1019.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD 2 REQUIRED 7 PROPOSED MAXIMUM TRAVEL DISTANCE ALLOWED MAXIMUM TRAVEL DISTANCE PROVIDED STAIRS 0.3 378 113.4" 141" MALE (ie. 189/75= 2.52) FEMALE (ie. 189/75= 2.52 3 3 1 3 3 PROJECT CODE DATA APPLICABLE CODES: BUILDING:2020 MINNESOTA STATE BUILDING CODE, MINNESOTA RULES CHAPTER 1305 WHICH INCORPORATES BY REFERENCE THE 2018 INTERNATIONAL BUILDING CODE WITH AMENDMENTS ACCESSIBILITY:2020 MINNESOTA STATE BUILDING CODE, MINNESOTA RULES CHAPTER 1341 (MINNESOTA ACCESSIBILITY CODE), WHICH INCORPORATES BY REFERENCE CHAPTER 11 OF THE 2018 INTERNATIONAL BUILDING CODE AND ICC A117.1 WITH AMENDMENTS FIRE:2020 MINNESOTA FIRE CODE, MINNESOTA RULES CHAPTER 7511 WHICH INCORPORATES BY REFERENCE THE 2018 INTERNATIONAL FIRE CODE WITH AMENDMENTS ENERGY: 2024 MINNESOTA COMMERCIAL ENERGY CODE, MINNESOTA RULES, CHAPTER 1323, WHICH INCORPORATES BY REFERENCE ASHRAE STANDARD 90.1- 2019 WITH AMENDMENTS MECHANICAL: 2020 MINNESOTA STATE BUILDING CODE, MINNESOTA RULES CHAPTER 1346 (MINNESOTA MECHANICAL/FUEL GAS CODE), WHICH INCORPORATES BY REFERENCE 2018 INTERNATIONAL MECHANICAL CODE AND 2018 FUEL GAS CODE WITH AMENDMENTS ELECTRICAL: 2023 NATIONAL ELECTRICAL CODE, ADOPTED WITHOUT AMENDMENT BY THE MINNESOTA BOARD OF ELECTRICITY AS REQUIRED BY MINNESOTA STATUTES 326B.32 SUBD. 2 (3) PLUMBING: 2020 MINNESOTA STATE BUILDING CODE, MINNESOTA RULES CHAPTER 4714 (2018 MINNESOTA PLUMBING CODE) CHAPTER 3: USE OF OCCUPANCY A-2; ASSEMBLY TYPE VB - SPRINKLED SECTION 303 TABLE 503 0 HOUR 0 HOUR 0 HOUR 0 HOUR 0 HOUR 0 HOUR CLASS B CLASS C PROJECT TEAM SHEET INDEX SHEET #SHEET NAME PE R M I T D A T E 0 4 . 2 2 . 2 0 2 4 RE V # 1 D A T E 0 5 . 1 4 . 2 0 2 4 RE V # 2 D A T E 0 6 . 0 7 . 2 0 2 4 RE V # 3 D A T E 1 0 . 0 4 . 2 0 2 4 RE V # 4 D A T E 1 1 . 0 1 . 2 0 2 4 RE V # 5 D A T E 1 1 . 1 1 . 2 0 2 4 GENERAL G1.1 CODE DATA, SHEET INDEX l l l l l l G1.2 LIFE SAFETY, GENERAL NOTES l l l l l l ARCHITECTURAL A1.1 CONSTRUCTION FLOOR PLAN l l l l l l A1.2 ENLARGED RESTROOM PLAN, ELEVATIONS AND NOTES l l l l A1.3 ENLARGED BAR PLAN, OFFICE PLAN AND ELEVATION l l l l A1.4 DECK & RAILING PLANS & DETAILS l l l A2.1 REFLECTED CEILING PLAN l l l l l l A4.1 FINISH FLOOR PLAN l l l l l A5.1 FURNITURE FLOOR PLAN l l l l A6.1 INTERIOR ELEVATIONS l l l l A9.1 DETAILS l l l l A9.2 DETAILS l l l l STRUCTURAL S0 GENERAL STRUCTURAL NOTES l l l S1 PARTIAL ROOF PLAN, PARTIAL FIRST FLOOR PLAN, DETAILS l l l S2 DECK PLAN AND BEAM SCHEDULE l l l KITCHEN FS010 FOODSERVICE COVER SHEET l l l l l FS100 FOODSERVICE EQUIPMENT PLAN l l l l l FS200 FOODSERVICE PLUMBING ROUGH-IN PLAN l l l l l FS300 FOODSERVICE ELECTRICAL ROUGH-IN PLAN l l l l l FS400 FOODSERVICE SPECIAL CONDITIONS PLAN l l l l l FS500 FOODSERVICE DETAILS l l l l l TOTAL SHEETS: 21 N VICINITY MAP OWNER OLSEN GLOBAL KELLY OLSEN 4165 SHORELINE DRIVE PHONE: 612.720.1467 E-MAIL: KELLY@OLSEN.GLOBAL.COM SPRING PARK, MN 55384 ARCHITECT STUDIO M ARCHITECTS PM: RINA BERMAN 530 N 3RD ST, SUITE 230 PHONE: 612.524.5375 E-MAIL: RINA@STUDIOMARCHITECTS.NET MINNEAPOLIS, MN 55401 CONTRACTOR K2 CONSTRUCTION PM: DAVID KALOGERSON 5523 WINGWOOD COURT PHONE: 612.500.2431 E-MAIL: DAVID@K2CONSTRUCTIONLLC.COM MINNETONKA, MN 55345 KITCHEN CONSULTANT BOELTER PM: JOHN WILSON N22W23685 W RIDGEVIEW PARKWAY PHONE: 763.557.4001 E-MAIL: JWILSON@BOELTER.COM WAUKESHA, WI 53188 M / P / E ENGINEER THIS IS A DESIGN BUILDING MECHANICAL / ELECTRICAL / PLUMBING ENGINEERED TENANT BUILD-OUT PROJECT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SUBMITTALS, CONSTRUCTION DOCUMENTS, SAMPLES AND COORDINATION REQUIRED BY THE REVIEW AGENCY AND OR ANY OTHER CONSTRUCTION RELATED ISSUE. GENERAL NOTES 1 - GENERAL 1 EXISTING CONDITIONS ARE BASED ON INFORMATION PROVIDED AND EXISTING CONDITION AS DETERMINED TO THE BEST OF OUR ABILITY. 2 ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 3 ALL WORK, WHEN COMPLETED, SHALL CONFOM TO THE AMERICANS WITH DISABILITES ACT AND ACESSIBILITY REQUIREMENTS. 4 PROVIDE AND INSTALL ACCESSIBLE SIGNAGE (TOILETS, ETC) AS REQUIRED BY LOCAL CODES, ORDINANCES AND LAW. 5 DO NOT SCALE DRAWINGS. BIDDER (CONTRACTOR) SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, WHETHER BUILT OR NOT, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING WORK. 6 GENERAL CONTRACTOR TO EXAMINE AND VERIFY ALL EXISTING CONDITIONS, WORK REQUIRED AND DIMENSIONS AT JOB SITE PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 7 AT ALL TIMES, THE GENERAL CONTRACTOR SHALL CLOSELY SUPERVISE THE WORK OF ALL SUBCONTRACTORS AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS AND TECHNIQUES, INCLUDING SAFETY PROCEDURES AND FOR COORDINATING/SEQUENCING ALL TRADES. 8 GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS WHICH ARE OBVIOUS AND NECESSARY TO ENSURE QUALITY WORKMANSHIP AND INSTALLATION EVEN IF NOT SPECIFICALLY MENTIONED IN THE DRAWINGS, INCLUDING BUT NOT LIMITED TO BLOCKING AND BRACING. 9 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE SAFETY AND CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION. 10 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A COMPLETE AS-BUILT SET OF CONSTRUCTION DRAWINGS AT THE JOB SITE AND TURNING THE AS-BUILT DRAWINGS OVER TO THE OWNER UPON COMPLETION OF THE PROJECT. 11 THE APPROVED PLANS (FOR CONSTRUCTION) SET SHALL BE KEPT ON SITE AT ALL TIMES, INCLUDING ALL ADDENDA, SUPPLEMENTAL INSTRUCTIONS, CHANGE ORDERS AND COPIES OF APPROVED SUBMITTALS. 2 - DEMOLITION 1 TOTAL SCOPE OF DEMOLITION MAY NOT BE COVERED IN DEMOLITION PLAN. REVIEW ALL SHEETS IN THE CONSTRUCTION DOCUMENTS TO DETERMINE TOTAL SCOPE OF DEMOLITION. 2 DEMOLITION CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL EXISTING MATERIALS AND CONSTRUCTION OF ALL FLOOR, W ALL, CEILING AND ROOF ASSEMBLIES. 3 DEMOLITION CONTRACTOR RESPONSIBLE FOR VERIFICATION OF ALL EXISTING MATERIALS AND CONSTRUCTION OF ALL FLOOR, W ALL, CEILING AND ROOF ASSEMBLIES. 4 CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS THAT ARE EXPOSED DURING CONSTRUCTION THAT MAY AFFECT OR INTERFERE WITH ANY NEW WORK. 5 PROVIDE TEMPORARY WEATHER PROTECTION, AS REQUIRED, DURING SELECTIVE DEMOLITION AND CONSTRUCTION PROCESS TO ENSURE THAT NO WATER DAMAGE OCCURS TO STRUCTURE, EQUIPMENT, EXTERIOR OR INTERIOR AREAS. 6 EXISTING CONSTRUCTION THAT IS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AS REQUIRED DURING DEMOLITION OPERATIONS. ANY DAMAGE CAUSED BY THE DEMOLITION SHALL BE REPAIRED AT THE EXPENSE OF THE DEMOLITION CONTRACTOR. 7 EXISTING CONSTRUCTION THAT IS TO REMAIN SHALL BE PROTECTED FROM DAMAGE AS REQUIRED DURING DEMOLITION OPERATIONS. ANY DAMAGE CAUSED BY THE DEMOLITION SHALL BE REPAIRED AT THE EXPENSE OF THE DEMOLITION CONTRACTOR. 8 CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY BARRICADES AND PROTECTIVE WALKWAYS AT ALL POTENTIALLY HAZARDOUS AREAS TO PROTECT ALL INDIVIDUALS HEALTH, SAFETY AND WELFARE FOR THE DURATION OF THE PROJECT. 9 CONTRACTOR SHALL MAINTAIN ALL FIRE RATED WALL, FLOOR/CEILING, ROOF/CEILING. COLUMN AND BEAM ASSEMBLIES, PATCH FIREPROOFING ENCLOSURES TO PROVIDE THE REQUIRED FIRE RATED CONSTRUCTION ASSEMBLY. 10 COMPLETELY REMOVE ALL WALLS, FLOOR FINISHES, CEILINGS, DOOR/WINDOWS AND FRAMES, ACCESSORIES, ETC. AS REQUIRED TO ACCOMMODATE NEW CONSTRUCTION. REFER TO DRAWINGS BY OTHERS FOR ADDITIONAL DEMOLITION REQUIREMENTS FOR MECHANICAL, ELECTRICAL, PLUMBING, SPECIAL SYSTEMS AND FIRE SPRINKLER SYSTEMS. GENERAL NOTES 11 ANY EXISTING FINISHED SURFACES TO REMAIN THAT ARE AFFECTED BY SELECTIVE DEMOLITION SHALL BE PATCHED TO MATCH EXISTING ADJACENT SURFACES UNLESS CONCEALED BY NEW CONSTRUCTION. 12 DEMOLITION PROCESS INVOLVING EXCESSIVE NOISE SHALL BE COORDINATED WITH OWNER AND ADJACENT TENANTS SO AS NOT TO INTERFERE WITH SCHEDULES. 13 CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE MINIMAL INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED AND USED FACILITIES. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS. PROMPTLY DISPOSE OF ALL DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE. LEGALLY TRANSPORT AND DISPOSE OF ALL DEMOLISHED MATERIALS. 14 EXISTING MATERIALS ARE TO BE REMOVED FROM THE SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. ANY MATERIAL DETERMINED BY THE ENVIRONMENTAL ENGINEER TO BE HAZARDOUS SHALL BE REMOVED IN ACCORDANCE WITH THEIR RECOMMENDATIONS. 15 SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS WHICH AFFECT: 15-A STRUCTURAL INTEGRITY OF ELEMENT 15-B INTEGRITY OF WEATHER EXPOSED OR MOISTURE RESISTANT ELEMENTS 16 UTILITY SERVICE SHALL NOT BE INTERRUPTED DURING NORMAL BUSINESS HOURS UNLESS THE OWNER IS NOTIFIED AND IS IN AGREEMENT. NOTIFICATION TO THE OWNER MUST BE MADE A MINIMUM OF 24 HOURS PRIOR TO THE INTERRUPTION. 17 THE LANDLORD SHALL HAVE INITIAL RIGHT TO CLAIM ALL OF THE ITEMS INDICATED TO BE DEMOLISHED WHICH ARE NOT INDICATED TO BE REUSED AND/OR RELOCATED. ALL DEMOLISHED ITEMS NOT CLAIMED BY THE LANDLORD SHALL BE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND PROPER DISPOSAL OF ALL UNCLAIMED ITEMS. 18 VERIFY ALL MODIFICATIONS OF HVAC AND PLUMBING WITH DOCUMENTS BY OTHERS. 19 THOROUGHLY CLEAN BUILDING UPON COMPLETION OF SELECTIVE DEMOLITION. 3 - CONSTRUCTION 1 DIMENSION NOTES: 1-A ALL STRUCTURAL GRID DIMENSIONS ARE FROM CENTERLINE OF EXISTING STRUCTURAL COLUMNS. UNLESS NOTED OTHERWISE 1-B ALL DIMENSIONS ARE TAKEN TO OUTSIDE FACE OF SHEATHING OF WALL ASSEMBLY UNLESS NOTED OTHERWISE. 1-C "CLEAR" SHALL MEAN DIMENSION BETWEEN THE FACE OF THE FURTHEST PROTRUDING FINISH MATERIAL ON EACH SIDE OF OPENING. 2 ANY DIMENSIONS, DETAILS, NOTES AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLIES TO ALL UNITS LIKE SITUATION, UNLESS NOTED OTHERWISE. 3 ALL PATCHING OF EXISTING SURFACES TO REMAIN ARE TO BE MADE TO MATCH EXISTING ADJACENT SURFACES UNLESS CONCEALED BY NEW CONSTRUCTION. 4 GENERAL CONTRACTOR SHALL SNAKE AND CLEAR ALL FLOOR DRAINS PRIOR TO TURN OVER. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, REMOVAL OF ANY/ALL GROUT FROM FLOOR DRAIN COVERS. 1.GENERAL CONTRACTOR SHALL SNAKE AND CLEAR ALL FLOOR DRAINS PRIOR TO TURN OVER. CLEANING SHALL INCLUDE, BUT NOT BE LIMITED TO, REMOVAL OF ANY/ALL GROUT FROM FLOOR DRAIN COVERS. 5 ELECTRICAL CONTRACTOR TO RUN CONDUIT FOR AUDIO VISUAL COMPONETS AND SATELLITE HOOK UPS. COORDINATE WITH OWNER. 4 - CEILING 1 CENTER FIXTURES IN CEILING TILES AND FIELD VERIFY GRID LAYOUT FOR PROPER FIXTURE LAYOUT. 2 ALIGN FIXTURES IN BOTH DIRECTIONS. LAYOUT GRIDS SO THAT ALIGNMENTS ARE CONSISTENT. 3 SUBMIT FIXTURE SPECIFICATIONS AND CUT SHEETS TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. 4 ELECTRICAL CONTRACTOR TO DIRECT LIGHTS (TRACK AND RECESSED) TO ILLUMINATE CENTER OF TABLES, AFTER TABLES ARE ASSEMBLED AND INSTALLED. 6 ITEMS INSTALLED ABOVE CEILING TO BE PLENUM RATED. 7 GENERAL CONTRACTOR TO PROVIDE AND INSTALL EMERGENCY EGRESS LIGHTING AT EACH DOOR ALONG TRAVEL PATHS AS REQUIRED BY CODE. GENERAL NOTES 8 MECHANICAL (i.e. DUCTWORK, UNISTRUT, ETC.) AND ELECTRICAL (i.e. CONDUIT, UNISTRUT, ETC.) SHALL BE PAINTED TO MATCH THE PAINTED FINISH OF THE STRUCTURE ABOVE WITH SPECIFIED PAINT COLOR OR AS LISTED IN THE FINISH SCHEDULE. 9 GENERAL CONTRACTOR SHALL ENSURE CLEARANCE FOR LIGHT FIXTURES, DUCTS, FIRE SPRINKLERS, ETC. SHOULD ANY OBSTRUCTION OCCUR THAT PREVENTS INSTALLATION OF ANY REQUIRED COMPONENT, NOTIFY ARCHITECT PRIOR TO INSTALLATION OF GRID. INSTALLATION WITHOUT APPROVAL SHALL BE REMOVED AND REINSTALLED PER DIRECTION OF ARCHITECT AT GENERAL CONTRACTORS SOLE EXPENSE. 5 - FINISH 1 ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 2 NO SUBSTITUTIONS ARE ALLOWED WITHOUT ARCHITECT AND OWNERS WRITTEN APPROVAL. 3 ALL TILE TO BE INSTALLED PER TILE COUNCIL OF AMERICA STANDARDS. 4 WALL TILE AND THRESHOLD GROUT JOINTS TO ALIGN WITH FLOOR GROUT JOINTS. 5 REMOVE EXCESS GROUT WITH WATER, THE USE OF SULFURIC OR MURIATIC ACID IS PROHIBITED. 6 ALL METAL DOOR JAMBS TO BE PAINTED SEMI-GLOSS ENAMEL FREE OF BRUSH MARKS TO MATCH APPROVED SAMPLE. 7 NEW PAINT / STAINED WOOD SURFACES TO BE CLEANED OF ALL DIRT, OIL AND OTHER FOREIGN SUBSTANCES WITH SCRAPPERS, MINERAL SPIRITS AND SANDPAPER AS REQUIRED. SANDPAPER SMOOTH THOSE FINISHED SURFACES EXPOSED VIEW, AND DUST OFF, SCRAPE AND CLEAN KNOTS AND APPLY THIN COATS OF CLEAR SHELLAC BEFORE APPLICATION OF PRIME COAT. AFTER PRIMING FILL ALL WITH PUTTY OR PLASTIC WOOD FILLER, SANDPAPER SMOOTH WHEN DRY. 8 REMOVE ALL MISAPPLIED PAINT FROM ADJACENT SURFACES. DISPOSE OF EXCESS MATERIALS OFF JOB SITE. 9 PAINT SUBSTITUTIONS ARE NOT ALLOWED. 10 THE GENERAL CONTRACTOR SHALL EXAMINE AREAS OF CONSTRUCTION AFTER COMPLETE WORK BY ALL TRADES AND INDICATE ALL NECESSARY “TOUCH-UP” PAINTING AND/OR PATCHING LOCATIONS. 11 SUBMIT (2) TWO SETS OF 8 1/2" x 11" BRUSH OUTS OR DRAW DOWNS OF ALL PAINT COLORS AND FINISHES FOR APPROVAL PRIOR TO APPLICATION. 12 ADDITIONAL PAINT SHALL BE PROVIDED FOR FUTURE OWNER USE - 1 GALLON EACH. 6 - ROOF 1 GENERAL CONTRACTOR TO ENSURE THAT EXHAUST FANS ARE AT LEAST 10'-0" MINIMUM AWAY FROM ANY AIR INTAKES AND THAT ANY AIR INTAKES ARE AT LEAST 10'-0" MINIMUM AWAY FROM ANY EXHAUST LOCATIONS. 2 ALL ROOF PENETRATIONS FOR MINOR VENTS AND SIMILAR ITEMS MAY NOT BE INDICATED ON THIS ROOF PLAN. ALL ITEMS ARE INDICATED FOR REFERENCE PURPOSES ONLY. REFER TO ENGINEERED DRAWINGS BY OTHERS FOR ADDITIONAL ROOF PENETRATIONS REQUIRING FLASHING INSTALLATION. 3 ALL ROOFING WORK, INCLUDING FLASHING AND COUNTER-FLASHING, SHALL BE PROVIDED BY THE ROOFING CONTRACTOR SO AS TO OBTAIN ALL ROOFING WARRANTIES. 4 LOCATIONS OF ALL ROOF PENETRATIONS TO BE VERIFIED WITH APPROPRIATE SUB-CONTRACTOR. 5 COORDINATE EXACT LOCATIONS OF ALL ROOF-TOP MOUNTED MECHANICAL CURBS WITH BOTH MECHANICAL AND STRUCTURAL ENGINEER PRIOR TO COMMENCING WORK. 6 PROVIDE ROOF CRICKETS/DIVERTERS AT ALL EXHAUST FANS AND MECHANICAL ROOF CURBS TO ENSURE/MAINTAIN POSITIVE AND EFFICIENT ROOF DRAINAGE. 7 GENERAL CONTRACTOR TO KEEP ROOF CLEAN OF ALL DEBRIS DURING CONSTRUCTION. 8 GENERAL CONTRACTOR TO INSPECT EXISTING ROOF AND ROOF STRUCTURE FOR DAMAGE. GENERAL CONTRACTOR TO REPAIR AND REPLACE ANY ROOFING, COPING, FLASHING, ROOF DECKING, ROOF STRUCTURE, ETC. AS REQUIRED BASED ON INSPECTION. FULL INTERIOR BUILD OUT OF AN EXISTING SPACE, INSIDE OF AN EXISTING HOTEL, INTO A RESTAURANT, BAR, AND HOTEL LOUNGE. PROJECT SCOPE PUD PARKING COUNT USE COUNT STALLS HOTEL ROOM 27 ROOMS 27 HOTEL STAFF 5 PEOPLE 5 MARINA 21 SLIPS 7 RESTAURANT DINING 98 SEATS 33 RESTAURANT PATIO DINING 75 SEATS 25 HOTEL EVENT SPACE 50 SEATS 17 KITCHEN 856 SQFT 11 TOTAL REQUIRED 125 TOTAL PROVIDED 133 CHAPTER 10 MEANS OF EGRESS OCCUPANCY AREA LOAD FACTOR LOAD ACTUAL SEATS BUSINESS 588 SF 150 SF 5 0 EXTERIOR HOTEL ASSEMBLY (A-2) 902 SF 15 SF 61 28 EXTERIOR RESTAURANT ASSEMBLY (A-2) 1111 SF 15 SF 75 75 HOTEL ASSEMBLY (A-2) 1883 SF 15 SF 127 80 KITCHEN 1426 SF 200 SF 8 0 MECHANICAL 402 SF 300 SF 4 0 RESTAURANT ASSEMBLY (A-2) 1448 SF 15 SF 98 98 UNOCCUPIED 2854 SF 0 SF 0 0 GRAND TOTAL 10615 SF 378 281 FILTERED WATER WILL BE PROVIDED FREE OF CHARGE PROPOSED OCC. LOAD: 378 OCC STRUCTURAL ENGINEER HERZOG ENGINEERING PM: JEREMY CLARKE PHONE: 612.200.9507 E-MAIL: JEREMY@HERZOGENGINEERING.COM GENERAL NOTES - ACOUSTICS 1 WHERE RISER PIPE MUST BE SUPPORTED BY VERTICAL STUDS, THE PIPE SHOULD BE PREVENTED FROM MAKING RIGID CONTACT WITH THE STUDS USING 1" AP ARMAFLEX TUBE INSULATION BY ARMCELL FOR 2" PIPE OR SMALLER AND 2" FOR LARGER PIPE. PER J-1 OF ESI ACOUSTICAL REPORT 2 PIPE THAT RUNS HORIZONTALLY IN FLOOR OR CEILING CAVITIES CAN BE HUNG FROM THE DECK OR JOISTS BUT SHOULD NOT MAKE RIGID CONTACT WITH ANY CEILING ELEMENTS OR OTHER RIGID ELEMENTS IN THE CEILING CAVATIES - FOAM, INSULATION WRAP OR RUBBER SLEEVES CAN BE USED TO PREVENT CONTACT 3 WHERE PIPING LOCATED INSIDE OF WALLS OR FLOOR/CEILING ASSEMBLIES PASS THROUGH STUDS OR OTHER STRUCTURAL MEMBERS, HOLES IN THE STRUCTURE SHOULD BE CUT TO PROVIDE A ROUGHLY 1/4" GAP AROUND THE PIPE AND THE PIPE SHOULD BE CENTERED IN THE OPENING WITHOUT CONTACT - FOAM INULSATION WRAPS OR RUBBER SLEEVES CAN BE USED TO PREVENT CONTACT 4 FOR SINGLE STUD WALLS THAT HAVE PLUMBING IN THE CAVATIES , THE STUD DEPTHS SHOULD BE AT LEAST 2" DEEPER THAN THE PIPE DIAMTETER TO ALLOW SPACE FOR PIPE COUPLINGS AND SOME PIPE MISALIGNMENT 5 ALL STUD CAVITIES THAT HAVE PLUMBING SHOULD BE FILLED WITH BATT INSULATION 6 PIPE THAT PASS-THROUGH GYPSUM BOARD SHOULD HAVE HOLES CUT TO PROVIDE A 1/4" CLEARANCE AROUND THE PERIMETER, SHOULD BE CENTERED IN THE OPENING WITHOUT CONTACTING THE GYPSUM BOARD AND SHOULD BE SEALED WITH NON-HARDENING ACOUSTICAL CAULK. FOR GAPS LARGER THAN 1/4" BACKILL THE OPENING WITH A RESILIENT MATERIAL AND SEAL WITH NON-HARDENING ACOUSTICAL CAULK. 7 DURING CONSTRUCTION, THE PLUMBERS, CONSTRUCTION MANAGERS AND DRYWALLERS SHOULD VERIFY THAT INSTALLED GYPSUM BOARD WILL NOT CONTACT PIPE OR PIPE MOUNTS LOCATED INSIDE WALLS AND FLOOR/CEILING ASSEMBLIES. IF THESE PIPE ELEMENTS STICK OUT BEYOND THE PLANE OF THE FRAMING MEMBERS, A PLUMBER SHOULD MOVE THE PIPE BEFORE GYPSUM BOARD IS INSTALLED 8 SPEAKERS SHOULD BE WALL MOUNTED TO SMALL PANELS WITH RUBBER VIBRATION ISOLATORS, SUCH AS MASON TYPE PB MOUNTS PER H-7 OF ESI ACOUSTIC REPORT. DO NOT OVERTIGHTEN THE MOUNTING SCREWS TO THE POINT THAT THEY OVER-COMPRESS THE PB MOUNT RUBBER. THE SPEAKERS SHOULD ONLY CONTACT THE ISOLATED PANELS, NOT THE MOUNTING SCREWS OR ADJACENT WALL. 9 KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. **REFERENCE ESI ACOUSTICS REPORT FOR ADDITIONAL DETAIL AND CONTACT RYAN SKOUG AT ESI ENGINEERING INC. ABOUT ANY QUESTIONS AND SUPPORT IN REGARD TO ACOUSTICS AND CONSTRUCTION METHODS** 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 REVIEWED FOR CODE COMPLIANCE 5 18 " 2 4 " x 5 18 " 3 6 " x 5 24"60"x 5 24"60"x 5 24 " 4 8 " x 5 24 " 4 8 " x 4 24 " 4 2 " x 5 24"72"x 5 24"72"x 5 24"72"x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24"60"x 5 24"60"x 5 24"72"x 5 24"60"x 5 24 " 6 0 " x UP UP UP LIFE SAFETY LEGEND Room name 101 # # # ROOM OCCUPANT LOAD OCCUPANT LOAD AT EGRESS LOCATION EGRESS WIDTH PROVIDED REQUIRED EGRESS WIDTH PATH OF TRAVEL DISTANCE AREA NOT IN PROJECT SCOPE ADA CLEARANCES ILLUMINATED COMBO EXIT LIGHT WITH BATTERY BACKUP -RED EXIT EXISTING EXTERIOR WALL PACK (b) PUSH SIDE PULL SIDE -FRONT APPROACH MIN. 1' - 6" 5' - 0" MIN. * IF BOTH CLOSER AND LATCH ARE PROVIDED PULL SIDE -HINGE APPROACH (a) MIN. 3' - 0" 5' - 0" MIN. PULL SIDE -HINGE APPROACH (b) MIN. 3' - 6" 4' - 6" MIN. PULL SIDE -LATCH APPROACH MIN. 2' - 0" 4' - 0" MIN. 4' - 6" MIN* * IF CLOSER IS PROVIDED PUSH SIDE -HINGE APPROACH (a) 3' - 6" MIN. MIN 1' - 10" PUSH SIDE -LATCH APPROACH MIN. 2' - 0" 3' - 6" MIN. 4' - 0" MIN* * IF CLOSER IS PROVIDED* WITHOUT CLOSER AND/OR LATCH PUSH SIDE -HINGE APPROACH (b) MIN 1' - 10" * IF BOTH CLOSER AND LATCH ARE PROVIDED 4' - 0" MIN* MIN 1' - 0"4' - 0" MIN. 1' - 0" * 4' - 0" MIN 4' - 0" MIN DOUBLE ACTING - FRONT APPROACH DOORWAYS W/O DOORS (MIN) 2' - 8" HINGED DOORS 2' - 8" DOORWAYS >24" IN DEPTH (MIN) 3' - 0" > 2' - 0" (A) CIRCULAR (B) T-SHAPED MIN. 5' - 0" MIN. 3' - 0" MIN. 5' - 0" MIN. 1' - 0" MIN. 3' - 0" MIN. 1' - 0" MIN. 2' - 0"ø 5 ' - 0 " M I N . CLEAR FLOOR SPACE (a) FORWARD APPROACH (b) PARALLEL APPROACH (A) FORWARD APPROACH IN AN ALCOVE (B) PARALLEL APPROACH IN AN ALCOVE MIN. 2' - 6" MIN. 4' - 0" MIN. 4' - 0" MIN. 2' - 6" MIN. 4' - 0" X > 24" MIN. 3' - 0" MIN. 5' - 0" MIN. 2' - 6" X > 15" MIN. 4' - 0" MIN. 2' - 6" ELEVATION PLAN MIN. 2' - 3" MIN. 2' - 6" 17" - 25" MIN. 11"MAX. 6" MIN. 8" MIN. 9" 30" x 48" CLR. SPACE HOTEL LOUNGE 005 KITCHEN 004 HOTEL RECEPTION 001 ELEVATOR CONTROL 014 UTILITY 015 UTILITY 016 EXIT STAIR 017 OFFICE 011 MENS 012 WOMENS 013 STORAGE 003 BAR 008 DINING ROOM 009 ENTRY 002 HOTEL EVENT SPACE 010OVERALL D I A G O N A L = 1 5 4 '-0 " 140 28" 72" 140 28" 36" 140 42" 42" OVER 1/3 OF 154' - 0" SEPERATION DISTANCE OF EXITS = 72' - 1" 140 42" 45" 98 18" 54" 37 7.4" 36" WALK UP WINDOW MAXIMUM TRAVEL DISTANCE: 156' -6" RENTAL CABANA MAXIMUM TRAVEL DISTANCE: 149' -2" FIRE EXTINGUISHER LOCATION FIRE EXTINGUISHER LOCATION 1 1 PATIO OCCUPANT LOAD SIGNAGE OCCUPANT LOAD SIGNAGE 38 7.6" 36" FIRE EXTINGUISHER LOCATION O V E R A L L D I A G O N A L = 1 0 2 ' - 5 "O V E R 1 /2 O F 1 0 2 ' - 5 "S E P E R A T I O N D I S T A N C E O F E X I T S = 9 9 ' - 6 " MAXIMUM TRAVEL DISTANCE: 162' -6" ELEVATOR LOBBY 002A ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 LIFE SAFETY, GENERAL NOTES 41 6 5 S H O R E L I N E D R I V E RB G1.2 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 N 1/4" = 1'-0" 2 MANEUVERING CLEARANCES AT SWINGING DOORS 1/4" = 1'-0" 3 CLEAR WIDTH 1/4" = 1'-0" 4 WHEEL CHAIR TURNING SPACE 1/4" = 1'-0" 5 CLEAR FLOOR SPACE 1/2" = 1'-0" 6 ANSI-2009 306 KNEE & TOE CLEARANCE 1/8" = 1'-0" 1 LIFE SAFTEY FLOOR PLAN **ON LIFE SAFTEY FLOOR PLAN PATH OF TRAVEL THROUGHOUT INTERIOR AND EXTERIOR UPDATED PER CITY COMMENTS** REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. INSPECTOR NOTE: Refer to plan sheet G1.1 for calculated occupant load for each area INSPECTOR NOTE: Modifications in highlighted areas are included as part of Permit 24SP-00138. Refer to this permit for specific details INSPECTOR NOTE: Refer to plan sheet G1.1 for calculated occupant load for each area 5 18 " 2 4 " x 5 18 " 3 6 " x 5 24" 60"x 5 24" 60"x 5 24 " 4 8 " x 5 24 " 4 8 " x 4 24 " 4 2 " x 5 24" 72"x 5 24" 72"x 5 24" 72"x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24" 60"x 5 24" 60"x 5 24" 72"x 5 24" 60"x 5 24 " 6 0 " x UP UP UP CONSTRUCTION LEGEND EXISTING CONSTRUCTION AND STRUCTURAL ELEMENTS TO REMAIN. PATCH AND REPAIR SURFACES AFFECTED BY DEMOLITION AS REQUIRED FOR NEW FINISHES. EXISTING DOOR AND FRAME TO REMAIN NEW CONSTRUCTION -SEE SHEET FOR WALL TYPE DETAILS. SOUND BATT INSULATION -SEE PLAN FOR LOCATIONS. NEW DOOR AND FRAME EXISTING STRUCTURAL COLUMNS - PROTECT DURING CONSTRUCTION. METAL WALL TYPES 5/8" TYPE 'X' GYP. BD. 3 5/8" 20 GA. MTL STUDS @ 16" O.C. 5/8" TYPE 'X' GYP. BD. @A1 - 5/8" FT PLYWOOD IN LIEU OF GYP. BD. BOTH SIDES @A2 - 5/8" FT PLYWOOD IN LIEU OF GYP. BD. CUSTOMER SIDE A B 5/8" TYPE 'X' GYP. BD. 3 5/8" 20 GA. MTL STUDS @ 16" O.C. - 5/8" WATER RESISTANT GYPSUM BOARD REQUIRED AT INTERIOR OF TOILET ROOMS - PROVIDE 5/8" CEMENT BOARD @ ALL TILE LOCATIONS - COORDINATE EXTENTS WITH INTERIOR ELEVATIONS 5/8" TYPE 'X' GYP. BD. 6" 20 GA. MTL STUDS @ 16" O.C. 5/8" TYPE 'X' GYP. BD. - 5/8" WATER RESISTANT GYPSUM BOARD REQUIRED AT INTERIOR OF TOILET ROOMS - PROVIDE 5/8" CEMENT BOARD @ ALL TILE LOCATIONS - COORDINATE EXTENTS WITH INTERIOR ELEVATIONS C E F INFILL EXISTING OPENING WITH LIKE WALL CONSTRUCTION ALIGN 5/8" TYPE 'X' GYP. BD. WITH ADJACENT EXISTING GYP. BD. FINISH KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. 5/8" TYPE 'X' GYP. BD. 6 MIL. VAPOR BARRIER 6" 20 GA. MTL STUDS @ 16" O.C. WITH INSULATION 5/8" EXTERIOR GYP. BD. EXTERIOR BUILDING WRAP EXTERIOR METAL PANEL FINISH TO BE DETERMINED 5/8" TYPE 'X' GYP. BD. 1 5/8" 20 GA. MTL STUDS @ 16" O.C. - 5/8" WATER RESISTANT GYPSUM BOARD REQUIRED AT INTERIOR OF TOILET ROOMS - PROVIDE 5/8" CEMENT BOARD @ ALL TILE LOCATIONS - COORDINATE EXTENTS WITH INTERIOR ELEVATIONS D G PROVIDE 1 HOUR FIRE RATED ASSEMBLY AT COLUMN LOCATIONS PER UL DES X528 FOR THE FOLLOWING STRUCTURAL COLUMNS: TUBE 4X4 -CORNER DETAIL B TUBE 8X8 -CORNER DETAIL A - 5/8" WATER RESISTANT GYPSUM BOARD REQUIRED AT INTERIOR OF TOILET ROOMS - PROVIDE 5/8" CEMENT BOARD @ ALL TILE LOCATIONS - COORDINATE EXTENTS WITH INTERIOR ELEVATIONS H 1 HOUR FIRE BARRIER -UL419 3 5/8" STUD WALL WITH INSULATION ALIGN 5/8" GYP. BD. WITH ADJACENT EXISTING GYP. BD. FINISH KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. I EXISTING CMU WALL EXISTING CHANNELS 5/8" TYPE 'X' GYP. BD. KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. A1 A2 CUSTOMER SIDE EMPLOYEE SIDE KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. J WALL TYPE B WITH 5/8" PLYWOOD IN PLACE OF 5/8" GYP. - KINETICS ACCOUSTICAL SLIP TRACK TO BE PROVIDED AT T.O. ALL WALLS. SEE 11/A9.2. 2' - 1 1 " 3' - 2 " 19 ' - 4 1 / 4 " 4' - 5 " 5' - 9 " 5' - 9 " 3' - 6 " 6' - 5 " 6' - 9 " 4' - 9 " 11 ' - 6 " 9' - 10"5' - 9"10' - 11"3' - 6"6' - 0"5' - 4" 8' - 0" 15 ' - 1 1 " 3' - 6" A 8' - 10 1/2"4' - 0"7' - 10 1/2"4' - 0" AL I G N 2' - 0" 3' - 0 " 2' - 4 " A C G G F A A G G A C A A A A G G G A A A C G G A A 1' -0" MIN FINISHED A2 A2 C C GG E HOTEL LOUNGE 005 KITCHEN 004 HOTEL RECEPTION 001 ELEVATOR CONTROL 014 UTILITY 015 UTILITY 016 EXIT STAIR 017 OFFICE 011 MENS 012 WOMENS 013 STORAGE 003 BAR 008 DINING ROOM 009 ENTRY 002 HOTEL EVENT SPACE 010 013A012A 012B 013C 013B011 004 A 4' - 0" TOP CAP A.F.F. 9 1/2" 3' - 3 " A2 ALIGN ALIGN 3' - 0" COUNTER TOP A.F.F. 005B 12 ' - 2 " 5' - 1 1 / 4 " 8' - 8 " 7' - 0 1 / 2 " 10 ' - 8 1 / 4 " J J B 13 ' - 4 " 4' - 1 0 " 10' - 6 1/2" TOP CAP A.F.F. B 79" A C A A A B 006 007UNISEX ADA 007 UNISEX 006 5' - 6 5/8"6"6' - 11 7/8"11' - 8 1/8"4' - 3 3/4" 1' - 0 5/8" 9' - 8" 8' - 1 0 1 / 8 " 7' - 1 0 " 5' - 4 " 6" A2 A2 5' - 0" EQ EQ 48"HX72"W FIXED ONE WAY GLASS MIRROR WINDOW -SILL HEIGHT AT 42" A.F.F. A1 A1 3'-0" PARTIAL HEIGHT CAFE SWING DOOR 4' - 3" TOP OF WALL A 1' - 1" WALK UP WINDOW 017 PLANTERS UNLIMITED -MADERA FIBERGLASS RECTANGULAR AND SQUARE PLANTER -36" H X 18" W - LENGTH VARIES - OAK FINISH 2' - 5" CLEAR 36" FINISHED G G INFILL EXISTING OPENING WITH TEMPERED WINDOWS TO MATCH ADJACENT WINDOWS AND DOORS G TYP. A1.2 1 A1.2 2 A1.2 3 7 A9.1 008B POS PROVIDE HAT CHANNEL AND 5/8" GYP AT EXISTING CMU WALLS -PROVIDE BACKING FOR RETAIL SLAT FINISH PROVIDE COORDINATING COOLER CLOSURE PANELS AT CEILING AND WALLS 2' - 0 " 6' - 5 " 1' - 6 " 4' - 6 " A1.3 1 016OPENING 3' - 0" 3' - 0" TYP. TYP.TYP. A A SUMP PUMP LOCATION - RELOCATE CONTROL PANEL FIRE RISEREXISTING ELECTRICAL EQUIP. EP BRINE TANK WATER SOFTENERS A1.3 6 4" 1' - 10" POS POS REPLACE WITH LIKE DOOR/WINDOW -11'-6"X7'-0" -VIF EMERGENCY GAS SHUT OFF 15' - 4"10' - 3" 4' - 0" (D) SALVAGE EXISTING SLIDING DOOR AND REUSE IN NEW LOCATION REPLACE WITH SALVAGED SLIDING DOORS WATER HEATER MOP SINK LOCATION RELOCATE FIRE SPRINKLER BLOW DOWN TO EXTERIOR OF BUILDING -PROVIDE FLOOR DRAIN FOR WATER HEATER OVERFLOW AT LOCATION OF REMOVED MOP SINK REMOVE (E) HOSE BIB 19' - 4 1/4" 1' - 1"1' - 1" HOSE BIB LOCATION UNDER COUNTER - RECESSED -BLACK FINISH 12 -0" 'X 9' -0" CABANA -TAVERNS TO GO -THE SWINGFORD -5 SWINGS -PERGOLA ROOF TYPE -PAINT ENTIRE STRUCTURE PT-2 -LOW SHEEN -EXTEND BACK WALL OF STRUCTURE TO 12' -0" IN HEIGHT USING LIKE WOOD MATERIALS -PAINTED PT-2 - COORDINATE DESIGN WITH ARCHITECT -PROVIDE POWER TO THE BACK SOUTH CORNER OF THE PERGOLA. 005C 010005C H 002 ELEVATOR LOBBY 002A ALIGN 2' - 0" 005A 1' - 8" +/-6' - 0"3' - 5"3' - 5"6' - 0"1' - 8" +/- 008 INSTALL 3-COMPARTMENT SINK USING MASON MSW PADS AND NON-HARDENING CAULK OVER BACK ROD PER I-4 IN ESI ACOUSTIC REPORT - SEE REPORT FOR ADDITIONAL DETAIL A 2' - 6"A 003 001A 014 I I I I PROVIDE SS TOP CAP -VERIFY BLOCKING REQUIREMENTS WITH KEC J PROVIDE BACKING FOR MOP HANGERS BEHIND MOP SINK THE OUTDOOR PLUS -DEL MAR 72" CONCRETE NATURAL GAS FIRE PIT - FLAME SENSE WITH PUSH BUTTON IGINITION -RUSTIC GRAY (PROVIDE FINISH SAMPLE FOR APPROVAL PRIOR TO ORDERING) -NO ROCK OR WIND SHIELD -PROVIDE QUICK DISCONNECT LT-13 LT-13 LT-13 4' - 0" 4' - 0" 1' - 0" SEE 12/A9.2 FOR GREASE EXHAUST ROOF PENETRATION DETAIL HARDWARE GROUPS 1 2 1 1/2 PAIR VANDAL RESISTANT HINGES, ADA PULL, ENTRY LOCKING HDWR, PANIC HDWR (U.N.O.), CLOSER W/ STOP, DOOR SWEEP, ALUM THRESHOLD 3 4 2 PAIR BUTTS, SATIN BRASS VACANT / OCCUPIED PRIVACY THUMBTURN, SATIN BRASS SCHLAGE TUBULAR LEVER, CLOSER, STOP WHEN NOTED 2 PAIR BUTTS, OFFICE LOCKSET , SATIN BRASS SCHLAGE TUBULAR LEVER HANDLE, CLOSER, WALL STOP 2 PAIR BUTTS, ROCKWOOD PUSH PLATE & KICK PLATES, REALCRAFT SOLID BRASS SWISS ROD PULL, WALL STOP 5 2 PAIR BUTTS, PASSAGE LOCKSET, SATIN BRASS SCHLAGE TUBULAR LEVER HANDLE, CLOSER W/ MAGNETIC HOLD OPEN 6 2 PAIR BUTTS, CLOSER, WALL STOP, PANIC BAR W/ STOREROOM SCHLAGE TUBULAR LEVER *COORDINATE ALL FINISHES AND HARDWARE WITH HOTEL DOOR SCHEDULE - LOCKING SCHEDULE WITH OWNER* 7 2 PAIR BUTTS, CLOSER, SATIN BRASS PUSH PLATE ON PUSH SIDE, ASTRAGAL ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 CONSTRUCTION FLOOR PLAN 41 6 5 S H O R E L I N E D R I V E RB A1.1 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 N GENERAL NOTES... 1 PROVIDE APPROVED FIRE STOPPING AT ALL PENETRATIONS OF ALL RATED WALL FLOOR/CEILING AND ROOF ASSEMBLIES. FIRE STOPPING TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR REQUIRING PENETRATION. 2 ALL INTERIOR WALLS TO TERMINATE AT UNDERSIDE OF FLOOR/CEILING ASSEMBLY ABOVE. KINETICS WALL MAT TO BE PROVIDED AT THE TOP OF ALL WALL TYPES PER H-3 ON THIRD PARTY ACOUSTICS REPORT 3 USE 5/8" WATER RESISTANT GYPSUM BOARD INSIDE TOILETS TO 8'-0" MINIMUM ABOVE FINISHED FLOOR ELEVATION. 4 GENERAL CONTRACTOR TO COORDINATE AND INSTALL ALL WALL BLOCKING AND BACKING AS REQUIRED FOR ALL KITCHEN, DINING AND TOILET EQUIPMENT AND ACCESSORIES. 5 VERIFY LOCATION, SIZE AND WALL THICKNESS REQUIRED TO RECESS MECHANICAL, PLUMBING AND ELECTRICAL ITEMS AND MAINTAIN FIRE RATING REQUIREMENTS OF THE WALL (IF REQUIRED) AT THESE BUILT-INS: UNIT HEATERS, CONVECTORS, ELECTRICAL PANELS, FIRE EXTINGUISHERS, CABINETS, DUCTS, PIPING AND ALL OTHER SUCH ITEMS REQUIRING RECESSES. DOOR SCHEDULE MARK HDWR DOOR FRAME NOTESWIDTH HEIGHT MAT FINISH MAT FINISH 001A 5 (2) 3' - 0" 8' - 0" EXIST STAIN EXIST PT-2 EXIST DOOR & FRAME W/ NEW HDWR, MAG HOLD OPEN 002 5 3' - 6" 8' - 0" WD WF-1 HM PT-2 30 MINUTE FIRE RATED DOOR - PROVIDE SALTO AND MAG HOLD OPEN 003 EXIST 3' - 0" 8' - 0" WD PT-2 HM PT-2 004 6 (2) 3' - 0" 8' - 0" WD PT-2 HM PT-2 OPPOSING SWING DOOR - NO LATCH - ROUND PORT HOLE TEMP GLAZING 005A 1 (2) 3' - 0" 7' - 0" ALUM BLACK ALUM BLACK THERMALLY BROKEN STOREFRONT W/ SIDELITES - PROVIDE ALT. FOR BLACK FINISH 005B 5 (2) 3' - 0" 8' - 0" WD PT-2 HM PT-2 30 MINUTE FIRE RATED DOOR. - PROVIDE MAG HOLD OPEN 005C 1 3' - 0" 7' - 0" PELLA PT-2/BLACK PELLA PT-2/BLACK 006 3 3' - 0" 8' - 0" WD PT-2 HM PT-2 007 3 3' - 0" 8' - 0" WD PT-2 HM PT-2 008 1 (2) 3' - 0" 7' - 0" ALUM BLACK ALUM BLACK THERMALLY BROKEN STOREFRONT W/ SIDELITES - PROVIDE ALT. FOR BLACK FINISH 008B 3' - 6 5/16" DOOR OVER 36" COUNTERTOP - VERIFY EXISTING OPENING DIMENSION ON SITE 010 1 3' - 0" 7' - 0" PELLA PT-2/BLACK PELLA PT-2/BLACK DOOR TO REMAIN OPEN WHILE OCCUPIED - PROVIDE SIGN - NO PANIC HDWR REQ'ED 011 2 3' - 0" 8' - 0" WD PT-2 HM PT-2 012A 4 3' - 0" 8' - 0" WD PT-2 HM PT-2 012B 3 3' - 0" 8' - 0" WD PT-2 HM PT-2 WALL STOP 013A 4 3' - 0" 8' - 0" WD PT-2 HM PT-2 013B 3 3' - 0" 8' - 0" WD PT-2 HM PT-2 WALL STOP 013C 3 2' - 10" 8' - 0" WD PT-2 HM PT-2 CLOSER W/ 90 STOP 014 EXIST 3' - 0" 8' - 0" EXIST PT-2 EXIST PT-2 016 7 3' - 0" 8' - 0" WD PT-2 HM PT-2 017 EXIST+ 3' - 0" 8' - 0" EXIS PT-2 EXIST PT-2 EXISTING RATED DOOR - PROVIDE PANIC HDWR AND SALTO LOCKING HDWR. 3/16" = 1'-0" 1 FLOOR PLAN BY MFR.11' -6" V.I.F.3' -8" V.I.F.PELLA PELLAPT-2/BLACK PT-2/BLACK EXIST DOOR & FRAME W/ NEW HDWR, MAG HOLD OPEN REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. 24 " 60 " x A1.2 4 5 6 7 A1.2 8 A1.2 9 10 11 12 A2 A2 A3 A1 A7A6 A9 A8 A11 3' - 0" 1' - 6" A4 A4 2' - 0" A12 A12 1' - 10" 2' - 6" MIRROR 2' - 1" SS-2 SS-2 COUNTERTOP OVER 3/4" MARINE GRADE PLYWOOD -PROVIDE A&M HARDWARE 18" CONCEALED BRACKET -WHITE -EVERY 24" A1.2 13 16 14 15 A1.2 18 17 19 20 A1.2 21 22 23 24 A4 A4 A2 A2 A1 A1 A7 A8 A7 A8 A6 A9 A7 A8 A6 A11 3' - 9"3' - 0" WHITE OAK FLOATING SHELVES A11 MIRROR 2' - 0" A12 A12 4 A9.2 1' - 9" 1" 1' - 8" 1'-0" MIN SS-2 SS-2 COUNTERTOP OVER 3/4" MARINE GRADE PLYWOOD - PROVIDE A&M HARDWARE 18" CONCEALED BRACKET -WHITE - EVERY 24" A1.2 29 30 31 32 A1.2 25 26 27 28 A6 A1 A1 A6A7 A8 A5A5 1' - 6" 1' - 6"A4 A9 3' - 2" 2' - 9" A14 A11 A11 A14 3' - 6" A13 A13 1' - 8" A4 A12 A12 1' - 9" MIRROR 2' - 4" 6 " PT-2 TYP. T.O. TILE 4' - 0" T-11 TR-4A TR-3A SS-2 TEMPERED MIRROR - PROVIDE BACKING A17 1' - 0" WC-1 T-11 TR-4A TR-3A TYP. T.O. TILE 4' - 0" PROVIDE BACKING FOR FUTURE FIXTURE 4' - 0" 2' - 6" TR-4ATR-4A TR-4A T-11 PT-2 PT-2 T-11 T-11 TR-3A TR-3A SS-2 A3 A2A2 PT-2 PT-2PT-2 TR-4A T-11 TR-3A TR-4A T-11 MIRROR -PROVIDE BACKING A4 A4 SS-2 A16 2' - 10" MAX 3' - 4" MAX TR-3A PT-2 TR-4A T-11 TO T.O. TILE 4' - 0" PT-2 4' - 0" MAX TR-4A T-11 TR-3A TR-4A TR-3A T-11 PT-2 TYP. T.O. TILE 4' - 0" A7 A8 A6 PT-2 TR-4A TR-3A T-11 TYP. T.O. TILE 4' - 0" A9 A1 PT-2 TR-3A T-11 TR-4A T-11 TR-4A TR-3A PROVIDE FIRE RATED BACKING FOR FUTURE FIXTURE WC-1 5' - 0"2' - 6" 4' - 0" 2' - 0" A2 A2A2 A4 A4 TR-3A TR-4A PT-2 PT-2 T-11 T-11 TR-3A MIRROR -PROVIDE BACKING 10"D X 26"W X 4"H WHITE OAK FLOATING SHELF - USE HEAVY DUTY FLOATING SHELF BRACKET - PROVIDE BACKING SS-2 A16 3' - 4" MAX 2' - 10" MAX 1' - 4" 1' - 4" 1' - 6" 2' - 10" TR-3A TR-3A TR-4A TR-4A PT-2 PT-2 PT-2 TR-3A T-11 T-11 T-11 4 A9.2 T-11 PT-2 TR-4A TR-3A WC-1 TR-4A T-11 TR-3A 2' - 10" TR-4A TYP. T.O. TILE 4' - 0" TEMPERED MIRROR - PROVIDE BACKING A17 1' - 0" PT-2 4' - 0" MAX TR-4A TR-3A A8 A7 A6 PT-2 TYP. T.O. TILE 4' - 0" T-11 A1 PT-2 TR-3A T-11 TR-4A A8 A7 TR-4A TR-3A T-11 PT-2 TYP. T.O. TILE 4' - 0" TR-4A TR-3A T-11 PT-2 T-11 TR-4A TR-3A PT-2 A8 A7 A6 A1TYP. T.O. TILE 4' - 0" A9 A1 PT-2 TR-3A TR-4A T-11 TR-4A PT-2 T-11 TR-3A 4' - 0" MAX TYP. T.O. TILE 4' - 0" A6 T-5 WC-3 T-6 T-6 TR-4B TR-3B A1 A5 WC-3 LIT MIRROR -PROVIDE POWER AND BACKING TR-3B MIRROR 3' - 4" MAX TR-4B T-6 A15 TR-3B WC-3 TR-4B T-6 4' - 0" MAX TR-3B WC-3 TR-4B T-6 TYP. T.O. TILE 4' - 0" A13 A8 A7 A6 TR-3B WC-3 TR-4B T-6 WC-3 T-6 TR-4B T-6TR-3B T-6 TR-4B TR-3B WC-3 A14 A14 TYP. T.O. TILE 4' - 0" A13 WC-3 TR-3B TR-4B TYP. T.O. TILE 4' - 0" T-6 A17 TEMPERED MIRROR - PROVIDE BACKING 1' - 0" A5 A9 A1 WC-3 WC-3 TR-4B TR-3B T-6 4' - 0" MAX MIRROR 3' - 4" MAX A15 A8 A7 LIT MIRROR -PROVIDE POWER AND BACKING CLEAR FLOOR SPACE AT WATER CLOSETS BACK WALL GRAB BARS AT WATER CLOSETS STANDARD STALL STANDARD STALL (END OF ROW) CLEAR FLOOR SPACE CLEAR FLOOR SPACE AT LAVATORIES LAVATORY CLEARANCE WALL HANG TYPE HEIGHT AND DEPTH OF URINALS ELEVATION ADULT WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE SIDE WALL Clear Floor Space 4' - 0" MIN. 1' - 6"16"-18" 5' - 0" 3' - 0" MIN. 2' - 0" MIN. 1' - 0" 33"-36" 3' - 0" MIN. MAX. 1' - 0" MIN. 3' - 6" 33"-36" 17"-19" 39"-41" 18" MIN. 39"-41" 4' - 6" MIN. 16"-18" MAX. 4" MIN. 4' - 8" 1' - 0" MAX. 52" MIN. LATCH APPROACH 3' - 6" min. WALL MOUNTED W.C. 4' - 11" w. 4" MAX.ALTERNATE DOOR LOCATION 5' - 0" MIN. 3' - 0" MIN. MAX. 6" 2' - 3" MIN. 2' - 10" MAX. 3' - 4" MAX. MAX. 1' - 5" 13 1/2" MIN. 9" MIN. 6" MIN. PARTITION W. WALL MOUNTED W.C. 4' - 8" MIN. 5' - 0" MIN.16"-18" W. WALL MOUNTED W.C. 59" MIN. 17" MIN. 19" MAX. 4' - 0" MIN. 2' - 6" PROTRUDING DISPENSER OUTLET LOCATION MIN. 2' - 0" 3' - 6" MAX. 18" MIN. 1-1/2" MIN. ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 ENLARGED RESTROOM PLAN, ELEVATIONS AND NOTES 41 6 5 S H O R E L I N E D R I V E RB A1.2 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 TOILET FIXTURE & ACCESSORY SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL FINISH MOUNTING NOTES A1 TOILET TOTO ELONGATED ADA TOILET WITH AUTOMTIC FLUSH VALVE WHITE IN ROOMS 012 AND 013 - BLACK IN 006 AND 007 FLOOR MOUNT INSULATE PIPES - WHITE IN ROOMS 012 AND 013 - BLACK IN 006 AND 007 A2 UNDERMOUNT SINK KOHLER 19 1/2" DERRING K-17889-RL-RB3 BLUESTONE RUTILE UNDERMOUNT INSULATE PIPES - WHITE COVER A3 URINAL TOTO COMMERCIAL WASHOUT ULTRA HIGH EFFICIENCY URINAL, 0.125 GPF - ADA - UT445U#01 WHITE WALL MOUNT A4 AUTOMATIC FAUCET DELTA DRIFTEX 1.0 GPM ELECTRONIC LAVATORY FAUCET WITH PROXIMITY SENSING TECHNOLOGY CHAMPAGNE BRONZE SURFACE MOUNT PROVIDE HOLE PLUG FOR ROOMS 006 AND 007 - BLACK A5 WALL HUNG SINK KOHLER KINGSTON K-2005-7 BLACK WALL MOUNT INSULATE PIPES - BLACK COVER A6 TOILET PAPER DISPENSER KOHLER COMPONENTS K-78384-2MB VIBRANT BRUSHED BRONZE SURFACE MOUNT A7 42" HORIZONTAL GRAB BAR DELTA 42" CONTEMPORARY DECORATIVE ADA GRAB BAR CHAMPAGNE BRONZE SURFACE MOUNT INSTALL FRT. BLOCKING AS REQUIRED A8 18" VERTICAL GRAB BAR DELTA 18" CONTEMPORARY DECORATIVE ADA GRAB BAR CHAMPAGNE BRONZE SURFACE MOUNT INSTALL FRT. BLOCKING AS REQUIRED A9 36" HORIZONTAL GRAB BAR DELTA 36" CONTEMPORARY DECORATIVE ADA GRAB BAR CHAMPAGNE BRONZE SURFACE MOUNT INSTALL FRT. BLOCKING AS REQUIRED A11 PURSE HOOK BY OWNER PROVIDED BY OWNER SATIN BRASS SURFACE MOUNT PROVIDE COORDINATING FASTENERS A12 SOAP DISPENSER DELTA DRIFTEX DECK MOUNT ELECTRONIC SOAP DISPENSER COMBO CHAMPAGNE BRONZE SURFACE MOUNT A13 TOWEL DISPENSER AND WASTE RECEPTACLE BOBRICK B-36903 BLACK RECESSED INSTALL PER MFR. RECOMMENDATION FOR ADA COMPLIANT INSTALL A14 BABY CHANGING STATION KOALA KARE KB310B-SSWM -BLK BLACK SURFACE MOUNT INSTALL FRT. BLOCKING AS REQUIRED - INSTALL PER MFR. RECOMMENDATION FOR ADA COMPLIANT INSTALL A15 ROUND LIT MIRROR MAJESTIC MIRROR BEAUX 32" DIAMETER LED MIRROR BLACK WALL MOUNT SWITCH WITH BATHROOM SWITCH - PROVIDE BACKING A16 RECTANGULAR VANITY MIRROR SOUTHERN LIGHTS 48"X80" OR SIMILAR TBD WALL MOUNT PROVIDE BACKING A17 FULL LENGTH MIRROR SOUHTERN LIGHTS 36"X72" OR SIMILAR TBD WALL MOUNT PROVIDE BACKING 3/8" = 1'-0" 1 ENLARGED PLAN - MEN'S BATHROOM 3/8" = 1'-0" 2 ENLARGED PLAN - WOMEN'S BATHROOM 3/8" = 1'-0" 3 ENLARGED PLAN - UNISEX BATHROOMS 1/4" = 1'-0" 4 MEN'S BATHROOM ELEVATION 1 1/4" = 1'-0" 5 MEN'S BATHROOM ELEVATION 2 1/4" = 1'-0" 6 MEN'S BATHROOM ELEVATION 3 1/4" = 1'-0" 7 MEN'S BATHROOM ELEVATION 4 1/4" = 1'-0" 8 MEN'S BATHROOM ELEVATION 5 1/4" = 1'-0" 9 MEN'S TOILET ELEVATION 1 1/4" = 1'-0" 10 MEN'S TOILET ELEVATION 2 1/4" = 1'-0" 11 MEN'S TOILET ELEVATION 3 1/4" = 1'-0" 12 MEN'S TOILET ELEVATION 4 1/4" = 1'-0" 13 WOMEN'S BATHROOM ELEVATION 1 1/4" = 1'-0" 14 WOMEN'S BATHROOM ELEVATION 3 1/4" = 1'-0" 15 WOMEN'S BATHROOM ELEVATION 4 1/4" = 1'-0" 16 WOMEN'S BATHROOM ELEVATION 2 1/4" = 1'-0" 17 W. AMB. STALL ELEVATION 1 1/4" = 1'-0" 18 W. AMB. STALL ELEVATION 2 1/4" = 1'-0" 19 W. AMB. STALL ELEVATION 3 1/4" = 1'-0" 20 W. AMB. STALL ELEVATION 4 1/4" = 1'-0" 21 WOMEN'S TOILET ELEVATION 1 1/4" = 1'-0" 22 WOMEN'S TOILET ELEVATION 2 1/4" = 1'-0" 23 WOMEN'S TOILET ELEVATION 3 1/4" = 1'-0" 24 WOMEN'S TOILET ELEVATION 4 1/4" = 1'-0" 25 UNISEX BATHROOM ELEVATION 1 1/4" = 1'-0" 26 UNISEX BATHROOM ELEVATION 2 1/4" = 1'-0" 27 UNISEX BATHROOM ELEVATION 3 1/4" = 1'-0" 28 UNISEX BATHROOM ELEVATION 4 1/4" = 1'-0" 29 UNISEX ADA BATHROOM ELEVATION 1 1/4" = 1'-0" 30 UNISEX ADA BATHROOM ELEVATION 2 1/4" = 1'-0" 31 UNISEX ADA BATHROOM ELEVATION 3 1/4" = 1'-0" 32 UNISEX ADA BATHROOM ELEVATION 4 1/4" = 1'-0" ACCESSIBILITY INFORMATION **PROVIDE OWNER/ARCHITECT WITH TOILET ACCESSORY PACKAGE FOR APPROVAL **PROVIDE SHIM BEHIND ACCESSORIES AS NEED TO MATCH TILE DEPTH -IF VISIBLE, PAINT PT-2 REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. A1.3 4 A1.3 2 A1.33 VERIFY IN FIELD 13' - 0" CLEAR BETWEEN DIE WALLS 4' - 10 1/4" 1' - 8" 6' - 1 1/4" 5' - 7" 2' - 4"5' - 5 1/4" 1" 3 5/8" STUD WALL -FINISH WITH WHITE FRP AND QUARRY BASE - PROVIDE PW36 CLARK DIETRICH PONY WALL BRACES 3 5/8" STUD WALL FINISH WITH WHITE FRP AND QUARRY BASE -PROVIDE PW36 CLARK DIETRICH PONY WALL BRACES 14"W PLAM-1 CABINET WITH 6" STAINLESS STEEL LEGS AND REMOVABLE TOEKICK 1" 1" 1"1" 1' - 2" 3 5/8" STUD FURRING WALL BELOW COUNTERTOP 3 5/8" STUD FURRING WALL 3 5/8" STUD FURRING WALL POS ON COUNTER -PROVIDE POWER AND DATA THROUGH COUNTER -COORDINATE STAINLESS STEEL GROMMET LOCATION 20"W PLAM-1 CABINET WITH 6" STAINLESS STEEL LEGS AND REMOVABLE TOEKICK STAINLESS STEEL COUNTER OVER 2 LAYERS 3/4" PLYWOOD -FINISH UNDER COUNTER WITH PLAM-1 (2) A&M HARDWARE 21" CONCEALED FLAT BRACKET -WHITE 1" BAR TOP (2) A&M HARDWARE 21" CONCEALED FLAT BRACKET -WHITE 2' - 4" CABINET 7 A9.2 A1.3 5 8 A9.2 72"LX18"H MENU BOARD ABOVE SWINGING CAFE DOORS: CUSTOM PRIMED 36"WX 28" H SINGLE CLASSIC FLAT PANEL SALOON DOORS W/COMMERCIAL GRADE GRAVITY HINGES IN BRASS -PAINT DOOR PT-3 -VERIFY FINISHED OPENING DIM -CONTACT AMANDA OR ERIC AT INFO@SWINGINGCAFEDOORS.COM/855-343-6677 A9.1 3 SIM 6' - 0" MENU CENTERED OVER ISLAND 1 A9.1 SIM 7 A9.1 4 A9.1 SIM 5 A9.1 SIM 5 A9.1 SIM POS ON COUNTER -PROVIDE POWER AND DATA THROUGH COUNTER -COORDINATE WHITE GROMMET LOCATION 8' - 0" SNEEZE GAURD 2' - 0" TYP. COUNTERTOP A.F.F. BAR TOP A.F.F. 3' - 6" COUNTERTOP A.F.F. COUNTERTOP A.F.F. 3' - 0" 3' - 6"3' - 0" 3' - 6" 1 A9.2 2' - 0" MILLWORK LIQUOR STEPS PROVIDE POWER AT LOWER BAKERY CASE - COORDINATE WHITE GROMMET LOCATION WITH OWNER 2' - 4" 1' - 6" POS ON EXTENDED COUNTER - PROVIDE POWER AND DATA THROUGH COUNTER -COORDINATE SS GROMMET LOCATION -PROVIDE (2) A&M 12" CONCEALED BRACKETS - WHITE SS-3 3' - 6" 3' - 0" 6" SS SEAM 6" SS SEAM SS-3 ST A I N L E S S S T E E L D R I N K R A I L - SE E D E T A I L 1 / A 9 . 1 ST A I N L E S S S T E E L D R I N K R A I L - SE E D E T A I L 1 / A 9 . 1 WD-1 T-8 TR-2 WD-1 SS-1 SS-1 WD-2 3' - 0" 3' - 6" T-10 CURB TR-7 TR-2 T-8 WD-1 BOTH SIDESWD-1 BOTH SIDESWD-1 FOOT RAIL 6" MAX RAIL SUPPORT 3' - 6" MAX - TYP. 1 A9.1 SIM 2' - 0" 1 ' - 6 " CUSTOM WOOD TOP ? ? PT-2 TR-2 TR-2 ESP OR LIKE -MODEL P223 POLISHED BRASS ROUND PARTITION POSTS WITH 1/4" GLAZING PROVIDE NON-GLARE FILM OR LIKE ?PT-3 PROVIDE SCHLUTER QUADEC AT EDGE OF TRIM IN SATIN BRASS CUSTOM WOOD TOP TR-7T-8 WD-1 TR-2 TR-2 T-10 WD-1 WD-2 SS-1 SS-1 CURB ? ?BOTH SIDES WD-1 BOTH SIDES WD-1 FOOT RAIL RAIL SUPPORT 4' - 0" MAX - TYP. 1 A9.1 SIM 2' - 0" 1 ' - 6 " ? ? PT-2 TR-2 6" MAX TR-2 PROVIDE SCHLUTER QUADEC AT EDGE OF TRIM IN SATIN BRASS ESP OR LIKE -MODEL P223 POLISHED BRASS ROUND PARTITION POSTS WITH 1/4" GLAZING - PROVIDE NON-GLARE FILM OR LIKE WD-2 WD-1WD-1 3' - 0" 3' - 6" 3' - 0" TR-2 T-10 TR-2 SS-1 SS-1 SS-1 CURB 4 A9.1 SIM 5 A9.1 SIM 1 ' - 6 " 8' - 0" ESP OR LIKE -MODEL P223 POLISHED BRASS ROUND PARTITION POSTS WITH 1/4" GLAZING -PROVIDE NON-GLARE FILM OR LIKE -CENTER SNEEZE GAURD ON COUNTERTOP 7 A9.2 3' - 6" 5' - 8" 65" TV BY OWNER -PROVIDE POWER AND DATA -HANG FROM ABOVE 65" TV BY OWNER -PROVIDE POWER AND DATA -HANG FROM ABOVE STAINLESS STEEL TOP 8' - 3"CEILING ABOVE FRP-1 ?T-2 FRP-1 ?T-2 8 A9.2 MENU BOARD HUNG FROM ABOVE -PROVIDE TV MOUNT WITH SIM DETAIL TO 6/A9.2 1' - 7" 6' - 8" MIN. A.F.F. ALL SIDES ALL SIDES ALL SIDES ALL SIDES 6 A9.2 PLAM-1 PLAM-1 6 A9.1 48"HX72"W FIXED ONE WAY GLASS MIRROR WINDOW - SILL HEIGHT AT 42" A.F.F. 4' - 10" 24" PLAM-1 COUNTERTOP OVER 2 LAYERS OF 3/4" PLYWOOD AND 4" BACKSPLASH -COUNTER AT 30" A.F.F GLOBAL INDUSTRIAL OR LIKE 18"D X 48" L X 78" H LOCKABLE STORAGE CABINET WITH TURNHANDLE -GRAY -ANCHOR CABINET TO WALL AND PROVIDE BACKING A&M HARDWARE OR LIKE 18" STANDARD BRACKET -WHITE FINISH AS SHOWN ON PLAN 2' - 1" 2' - 1" PROVIDE (3) 24" DOUBLE SLOTTED STANDARDS -WHITE, (3) 12" BRACKET -WHITE, AND 48"L X 12"W DISPLAY SHELF -WHITE -PROVIDE BACKING BETWEEN 3'-0" AND 7'-0" POSSIBLE LOCATION FOR ALL SWITCHES FOR THE FRONT OF HOUSE -COORDINATE WITH OWNER ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 ENLARGED BAR PLAN, OFFICE PLAN AND ELEVATION 41 6 5 S H O R E L I N E D R I V E RB A1.3 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 1/2" = 1'-0" 1 ENLARGED BAR ISLAND PLAN 1/2" = 1'-0" 2 WEST SIDE BAR ELEVATION 1/2" = 1'-0" 3 EAST SIDE BAR ELEVATION 1/2" = 1'-0" 4 NORTH SIDE BAR ELEVATION 1/2" = 1'-0" 5 BAR ISLAND ELEVATION 1/2" = 1'-0" 6 ENLARGED OFFICE PLAN REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. DN EXISTING BUILDING INTERIOR NOT SHOWN FOR CLARITY A1.4 2 NEW LANDING -BY OWNER'S DOCK VENDOR - COORDINATE W/ CIVIL DRAWINGS ACCESSIBLE RAMP, SEE CIVIL A1.4 3 A1.4 4 PROVIDE HOT AND COLD WATER ROUGH-INS FOR FUTURE SHOWER COORIDNATE NOISE AWARE SENSOR LOCATION WITH CIVIL DRAWINGS 6 A1.4 PRE-FAB CABANA STRUCTURE - TAVERNS-TO-GO.COM -THE SWINGFORD 12'X9' NEW DOCK -TO BE FLUSH WITH NEW LANDING -PROVIDED & COORDINATED BY OWNER'S DOCK VENDOR. GRANITE STAIRS TO BEACH LEVEL -VIF FINAL HEIGHT. TREADS TO BE MAX MIN 11" RISERS TO BE MAX 7". PROVIDE 1 1/2" PIPE HANDRAIL PAINTED PT-5 FLAGPOLE -SEE STRUCTURAL SYLVANIA LEDVANCE DUAL SELECTABLE LED BULLET FLOOD -CCT SELECTABLE - 1,400 THRU 4,200 LUMENS -120-347V - BLACK PROVIDE TENON MOUNT. MOUNT TO POLE FOUNDATION. PROVIDE NEW 3X3 POST WITH MOUNTING PLATE TO CAP EXISTING RAIL. PROVIDE BALL MOUNTED POST CAP TO MATCH EXISTING STYLE. PAINT PT-5 VERIFY FIELD REMOVE EXISTING GUARD RAIL TO EXTENT SHOWN FOR ACCESS TO NEW RAMP.INFILL RAIL OPENING WITH SALVAGED RAILING TO MATCH. GRIND & WELD SMOOTH -PT-5 EXISTING SHORE POWER TO REMAIN -PROVIDE NEW 4X4 POST 5 A1.4 LT-13 LT-13 LT-13 5' - 8" 13' - 4" 4" CONC. FILLED BOLLARDS W/ 12" ⌀ FOOTINGS EXISTING CURB TO REMAIN -PROTECT. EXISTING CONC. SLAB TO REMAIN -PROTECT. REUSE SALVAGED CUT PORTION OF RAILING FROM RAMP OPENING TO INFILL -PAINT PT-5 - INFILL AS SHOWN -ANCHOR TO EXISTING CONCRETE SLAB W/ EPOXY ANCHORS AND PROVIDE POST TO MATCH EXISTING DESIGN 36"X36" AFCO OR LIKE 100 SERIES FIXED GATE, 3" SQUARE POSTS AND EXTENTION TO MEET EXISTING RAILING-PROVIDE SPRING LOADED HINGES AND KEYSTONE PANICLATCH -BLACK FINISH EXISTING STAIRS & RAILING TO REMAIN, TRIM RAILING EXTENSIONS AS REQ'ED FOR NEW RAILING INFILL F.V. 3' - 6" CLR 3' - 0" F.V. 1' - 8" PROVIDE SALTO LOCKING MECHANISM ON PARKING LOT SIDE AND PANIC HARDWARE ON STAIR SIDE EQEQ PLANTERS UNLIMITED -MADERA FIBERGLASS RECTANGULAR AND SQUARE PLANTER -36" H X 18" W -LENGTH VARIES - OAK FINISH -MORE ON A5.1 36"X36" AFCO OR LIKE 100 SERIES FIXED GATE AND 3" SQUARE POSTS -PROVIDE SPRING LOADED HINGES AND KEYSTONE PANICLATCH -BLACK FINISH PLANTERS UNLIMITED -MADERA FIBERGLASS RECTANGULAR AND SQUARE PLANTER -36" H X 18" W -LENGTH VARIES - OAK FINISH -MORE ON A5.1 ANCHOR TO STRUCTURE BELOW DECK. IF NONE EXISTS, ADD (4) 2x6 BLOCKING, MOUNT W/ MFR'S MOUNTING PLATE THROUGH BEAM AT EACH POST. 3' - 8" 1' - 6" CLR 3' - 0" EXISTING COLUMN EXISTING BUILDING 6 ' - 8" (F.V.) EXISTING COLUMN EDGE OF EXIST CONC SLAB 36"X36" AFCO OR LIKE 100 SERIES FIXED GATE AND 3" SQUARE POSTS (2 THUS) - PROVIDE SPRING LOADED HINGES AND KEYSTONE K-2 LATCH-BLACK FINISH EXISTING RAILING EQEQ EXISTING COLUMN ANCHOR TO EXISTING CONCRETE SLAB W/ EPOXY ANCHORS EXISTING WOOD DECK SEALED CLEAR CEDAR WOOD TOP BMF SEATING BLACK ALPHA BAR HEIGHT BOLT DOWN TABLE BASE @4'-0" O.C. -SEE PLAN FOR LOCATIONS CL (4) 2X6 BEAM W/ HEAVY DUTY EXTERIOR SCREWS STAGGERED @ 8" O.C. EACH SIDE -EXTEND BEAM TO NEXT JOIST @ EACH END OF TABLE PROVIDE MOUNTING PLATE THROUGH BOLT TO NEW STRUCTURE BELOW. EXISTING DECK STRUCTURE 2' - 0" 1' - 1" EXISTING RAILING (2) SIMPSON HGA10KT @ EA JOIST CONNECTION EXISTING JOIST BEYOND - FV LOCATIONS 3" 3' - 3" 3' - 6" EXISTING STAIRS, STRINGERS, & FOUNDATION TO REMAIN REMOVE FIRST TREAD & RISER NEW DOCK LANDING & STRUCTURE BY OWNER'S DOCK VENDOR REMOVE EXISTING CONC LANDING MODIFY EXISTING HANDRAILS TO MEET NEW DOCK HEIGHT. REMOVE ONE TREAD WORTH OF EXISTING RAIL. SALVAGE EXISTING END POST & RAILING PARTS. WELD & GRIND SMOOTH TO CREATE HANDRAIL EXTENSION. PAINT PT-5 1' - 0" ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: ID SET 10.29.2024 AM RB NN 11.01.2024 11.11.2024 DECK & RAILING PLANS & DETAILS 41 6 5 S H O R E L I N E D R I V E A1.4 1890 CA B A N A A N N A ' S 1/8" = 1'-0" 1 DECK & RAILING PLAN 1/4" = 1'-0" 2 ENLARGED PLAN - GATE @ UPPER LANDING 1/4" = 1'-0" 3 ENLARGED PLAN - GATE @ PATIO 1/4" = 1'-0" 4 ENLARGED PLAN - DOUBLE GATE 1" = 1'-0" 6 DETAIL - BAR HEIGHT EXTERIOR TABLE 1/2" = 1'-0" 5 MODIFIED HANDRAIL @ NEW DOCK REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. REFLECTED CEILING LEGEND EXISTING CONSTRUCTION AND STRUCTURAL ELEMENTS TO REMAIN. PATCH AND REPAIR SURFACES AFFECTED BY DEMOLITION AS REQUIRED FOR NEW FINISHES. HEADER FOR EXISTING DOOR TO REMAIN -SEE DOOR SCHEDULE FOR HARDWARE MODICIATIONS NEW CONSTRUCTION HEADER FOR NEW DOOR AND FRAME GYP. BOARD CEILING -REFER TO PLAN FOR FINISH INFORMATION - PROVIDE FIRE RATED ASSEMBLY PER UL D502 THROUGHOUT LOWER LEVEL AS SHOWN ON PLAN SUSPENDED CEILING TILES -REFER TO PLAN FOR FINISH INFORMATION -CAULK CEILING JOINTS TO WALL WITH PAINTABLE CAULK -TYP. ILLUMINATED COMBO EXIT LIGHT WITH BATTERY BACKUP -RED EXISTING EXTERIOR WALL PACK NOTES: *ALL SWITCHES, OUTLETS AND COVER PLATES TO BE WHITE *COORDINATE ALL SWITCH LOCATIONS WITH OWNER INSIDE OFFICE *LIGHT FIXTURE LOCATIONS TO DRIVE LOCATIONS OF REGISTERS -VERIFY REGISTER LOCATIONS DO NOT CONFLICT WITH LIGHT FIXTURES -REGISTERS TO MATCH CEILING FINISH *WALL REGISTERS TO BE PAINTED TO MATCH WALL FINISH *PROVIDE CONCEALED FIRE SPRINKLER HEADS THROUGHOUGHT RECEPTION/MARKET AND FRONT OF HOUSE -WHITE FINISH UNLESS NOTED OTHERWISE ON PLAN *WHITE SPRINKLER HEAD FINISH IN KITCHEN -NOT REQUIRED TO BE CONCEALED CLG-1 9' - 0" 9' - 0" 9' - 0" PT-3 PT-3 PT-3 PT-3 EXISTING LIGHTING TO REMAIN EXISTING LIGHTING TO REMAINEXISTING LIGHTING TO REMAIN EXISTING LIGHTING TO REMAIN HOTEL LOUNGE 005 UNISEX ADA 007 UNISEX 006 HOTEL RECEPTION 001 STORAGE 003 ENTRY 002 ELEVATOR CONTROL 014 OFFICE 011 UTILITY 015 WOMENS 013 UTILITY 016 EXIT STAIR 017 HOTEL EVENT SPACE 010 EXISTING LIGHTING TO REMAIN 5' - 4" 3' - 5 " 4' - 6"2' - 4" EQ E Q EQ E Q EQ EQ LT-2A LT-2A LT-2A LT-2B LT-2A LT-2A LT-2A LT-2B LT-2A LT-2ALT-2A LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 EQ EQ 4' - 0" 1' - 9 " KITCHEN 004 6 A9.1 4' - 0" 4' - 0" 2' - 10 1/2" EQ EQ LT-6 LT-1 LT-1 LT-1 LT-1 LT-1 LT-7 LT-7 ? LT-7 6' - 6" 2' - 7" 4' - 7" LT-6 LT-7 LT-7 LT-1 LT-1 LT-1 LT-1 EQ EQ LT-9 9' - 0" EQ EQ 9' - 10" TV PT-1 PT-1 MATCH EXISTING CEILING HEIGHT EXISTING CEILING AND TRIM PT-3 TRIM -TYP. LT-1 PROVIDE POWER AND DATA FOR TVS -MOUNT FROM CEILING ABOVE LT-2A LT-2A LT-2BLT-2B 8' - 2" PROVIDE COORDINATING COOLER CLOSURE PANELS AT CEILING AND WALLS 2' - 4"3' - 6" LT-9 3' - 0" 5' - 0" TV LT-2ALT-2ALT-2BEQEQ 2 A9.2 LT-2B 8' - 2" 8' - 0" 8' - 2" 9' - 6" 8' - 2" 4' - 7" 8' - 3" 9' - 6" 9' - 9" 9' - 9" 8' - 2"9' - 9" 9' - 9" PROVIDE 1HR FIRE RATED CEILING CONSTRUCTION -COORDINATE WITH ACOUSTICAL REQUIREMENTS -SEE DETAILS 9' - 9" EQ EQ EQ EQ 5' - 6" 5' - 6" 3' - 0" 11' - 0"11' - 6"11' - 6" EQ EQ 5' - 6" TYP. 2' - 6" EQ.6' - 0"EQ. 11" 1' - 0" 5' - 0" 5' - 0" 5' - 0" EQ EQ EQ EQ LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1LT-1LT-1LT-1LT-1LT-1LT-1 LT-9 LT-5 LT-5 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 EQ EQ 5' - 0" 6' - 6" * 2' - 6" 3' - 6"8' - 0"3' - 0"9' - 7"3' - 0"8' - 0"3' - 6" EQ EQ 4' - 6" 4' - 6" 2' - 11" EQ EQ 14' - 11" TYP. EQ EQ EQ EQ EQ. 6' - 0" EQ. EQ EQ EQ EQ EQ EQEQEQ 38' - 8"EQ EQ EQ EQ EQ EQ LT-1LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-4 LT-4 LT-5 LT-5 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 EQ EQ EQ EQ 5' - 5" TYP. EQ EQ LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-1 LT-12LT-12 LT-12 LT-12 LT-12 EQ EQ 9' - 1" 3' - 6" TYP. 6' - 9"6' - 9"EQ EQ EQ EQ LT-1 LT-1 3' - 6"6' - 0" TYP. 8' - 2" 3' - 6"6' - 0" TYP. EQ EQ 6' - 0" TYP. 6' - 0"EQ.EQ.6' - 0" EQ EQ EQ EQ 7' - 4" 7' - 4" 3' - 11" 6' - 0" 6' - 0" 5' - 3" 6' - 0" 6' - 0" 5' - 3" EQ EQ EQ EQ *EXTERIOR FANS TO BE LOCATED AT EXISTING LIGHT LOCATIONS *WIDTH OF SOFFIT ONLY WIDE ENOUGH TO ENCLOSE PLUMBING LINE **INTENTION IS TO HAVE THE HIGHEST POSSIBLE CEILING HEIGHT -AFTER DUCTWORK AND SPRINKLER LINES ARE RAISED -PLEASE CONFIRM FINAL CEILING HEIGHT WITH ARCHITECT PRIOR TO INSTALLATION** PT-1 PT-1 PT-1 CLG-2 CLG-3 PT-1 PT-1 PT-1 ?PT-4 SOFFIT EDGE - TYP. PT-1 SOFFIT 5' - 6" TR-5 TR-5 TR-5 MENU BOARD EQ EQ EQ.4' - 0"EQ. LT-3 LT-3 LT-3 LT-3 LT-3 LT-3 LT-3 9 A9.2 6 A9.2 5 A9.2 9 A9.2 SIM 3 A9.2 LT-11 LT-11 LT-11 A9.2 10 SPRAY CEILING TO ACHIEVE 1HR FIRE RATING RECESSED MOTORIZED PROJECTOR IN FIRE RATED HOUSING -COORDINATE LOW VOLTAGE - WHITE FINISH -CENTER ON WALL EQ EQ LT-5 LT-5 CLG-3 CLG-3 EQ EQ LT-8 LT-10 LT-10LT-10 LT-12 *EXTERIOR FANS TO BE LOCATED AT EXISTING LIGHT LOCATIONS LT-10 LT-10 LT-10 5 ' - 6 1 / 2 " EQ EQ 8' - 2" ALIGN HANG SOFFIT FRAMING AS CLOSE TO DUCT AS POSSIBLE AT THE WORST CASE SCENARIO 5' - 0" 1' - 10" 4" 6' - 0" EQ EQ EQ EQ PT-1 3' - 6" 2' - 0" PT-1 PT-1 4' - 7" EQ EQ2' - 0"1' - 11" 3' - 6" 3' - 6" 3' - 6" 3' - 6" LT-12 LT-12 LT-12 LT-12 LT-12 LT-12 PT-1 ELEVATOR LOBBY 002A 8' - 0" PT-1 9' - 9" 2' - 0" 8' - 2" PT-1 9' - 9" PAINT VENT TO MATCH SOFFIT FINISH 1X HDWD TRIM WITH 1/4" REVEAL BELOW GYP -PAINTED PT-2 CONDUIT AND ELECTRICAL BOX TO BE PAINTED BLACK TO MATCH DECK FINISH ABOVE BANK ALL FAN SWITCHES AND DIMMERS FOR DINING AND EVENT SPACE -WHITE FINISH PROVIDE BLACK FINISH CONCEALED SPRINKLER HEADS LT-12 6 6 PROVIDE POWER FOR FESTOON LIGHTING AT EXTERIOR FACE OF BUILDING EQ EQ EQ EQ PROVIDE RADIANT HEATER TO BE HUNG FROM DECK JOISTS ABOVE -BOTTOM OF HEATER @ 9'-0" ABOVE THE DECK -PRICE BOTH ELECTRIC AND GAS OPTIONS COORDINATE POWER LOCATIONS AT SOFFIT WITH OWNER COORDINATE POWER LOCATIONS AT SOFFIT WITH OWNER EQ EQ EQ EQ 5' - 0" 3' - 0" 3' - 6"4' - 6"4' - 0" 5' - 6" 4' - 0" EQ EQ KINETIC ICC SPRING MOUNTS @ 4'-0" O.C. EXIST JOISTS EXIST FLOOR SYSTEM B.O. CEILING VARIES B.O. CEILING 3" MIN BATT INSUL COLLED ROLLED CHANNELS @ 4'-0" O.C. MAX 7/8" 25 GA FURRING CHANELS @ 2'-0" O.C. 2 LAYERS 5/8" TYPE C GWB NOTE: WHEN ADDITIONAL CEILING IS HUNG BENEATH, COLLED ROLLED CHANNELS SHALL BE HUNG TIGHT TO JOISTS. ACOUSTIC SEALANT THREADED ROD TO FRAMING FOR SUPPORT OF DUCT, PIPING, SUSPENDED EQUIPMENT, ETC. THREADED ROD TO STRUCTURE -THREADED ROD SHALL NOT CONTACT FRAMING COLD ROLLED CHANNELS 2 LAYERS TYPE C GWB FIBERGLASS BATT SLEEVE ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 REFLECTED CEILING PLAN 41 6 5 S H O R E L I N E D R I V E RB A2.1 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 N3/16" = 1'-0" 1 LOWER LEVEL LIGHTING SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL FINISH COMMENTS LT-1 6" RECESSED LIGHT RAB 6" FIELD ADJUSTABLE EDGE LIT WAFTER - ROUND BAFFLE - FIRE RATED HOUSING WHITE TRIM 3000K - PROVIDE DIMMING LT-2A 2X4 LED TROFFER LITHONIA OR LIKE GTL SERIES 3500K - PROVIDE DIMMING LT-2B 2X4 LED TROFFER W/ EMERGENCY BACKUP LITHONIA OR LIKE GTL SERIES 3500K - PROVIDE DIMMING - PROVIDE EMERGENCY BACKUP LT-3 EVENT ROOM PENDANT CAPITAL LIGHTING 4" LIGHT PENDANT (349842MA) - 30" MATTE BRASS HANG FIXTURE AT SHORTEST POSSIBLE HEIGHT - 3000K - PROVIDE DIMMING LT-4 DINING ROOM PENDANT CAPITAL LIGHT 4 LIGHT PENDANT - 31" - IN MATTE BRASS WITH MANGO WOOD AND HANDWRAPPED NATURAL JUTE ROPE STRING (352842MA) MATTE BRASS HANG FIXTURE AT SHORTEST POSSIBLE HEIGHT - 3000K - PROVIDE DIMMING LT-5 3 BLADE CEILING FAN QUORUM PAPILLON 66" WIFI FAN - SW (28664-8) STUDIO WHITE HANG FIXTURE AT SHORTEST POSSIBLE HEIGHT LT-6 BAR PENDANT CORBETT MEDEA LINEAR (454-04-GL) - 40" GOLD LEAF BOTTOM OF FIXTURE AT 7'-0" A.F.F. - 3000K - PROVIDE DIMMING LT-7 EMERGENCY COMBINATION EXIT LIGHT WHITE/RED LT-8 3 BLADE CEILING FAN WITH LIGHT HINKLEY MARIN 60" LED SMART FAN (903160FMW-NDD) MATTE WHITE BODY HANG FIXTURE AT SHORTEST POSSIBLE HEIGHT - 3000K - PROVIDE DIMMING LT-9 PICTURE LIGHT SCONCE HUDSON VALLEY 4 LIGHT PICTURE LIGHT - 30" AGED BRASS SEE ELEVATION FOR HEIGHT - 3000K - PROVIDE DIMMING LT-10 5 BLADE EXTERIOR CEILING FAN MODERN FORMS ZEPHYR 5 (FR-W2401-62L-MB) MATTE BLACK HANG FIXTURE AT 10'-0" A.F.F. LT-11 3 BLADE CEILING FAN WITH LIGHT FANIMATION SPITFIRE MOTOR - MW (MA6721MW) WITH 4.5" DOWNROD - 48" BLADE (B6720-48N) - PROVIDE LED LIGHT KIT MATTE WHITE BODY AND LIGHT WITH NATURAL BLADE FINISH 3000K - PROVIDE DIMMING LT-12 FIRE RATED RECESSED SPOT LIGHT WAC LOTOS 6" R2ERAR WHITE TRIM 3000K - PROVIDE DIMMING LT-13 EXTERIOR GAS LANTERN TRAVIS INDUSTRIES TEMPTEST TORCH NATURAL GAS WITH ELECTRONIC IGNITION POST MOUNT LANTERN BLACK PROVIDE GAS TO EACH LANTERN - LOCATE FIXTURE AT EXISTING LANTERN LOCATIONS **PROVIDE OWNER/ARCHITECT WITH LIGHTING PACKAGE FOR APPROVAL -CONTACT DAN JUEDES AT SOUTHERN LIGHTS -DAN@SOUTHERNLIGHTSINC.COM 1" = 1'-0" 2 TYP. UL502 CEILING ASSEMBLY DETAIL - STC 65+ 3" = 1'-0" 3 DETAIL - ISOLATED STRUCTURAL CEILING PENETRATION REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. INSPECTOR NOTE: Refer to separate rated assembly documents for specific details 5 18 " 2 4 " x 5 18 " 3 6 " x 5 24" 60"x 5 24" 60"x 5 24 " 4 8 " x 5 24 " 4 8 " x 4 24 " 4 2 " x 5 24" 72"x 5 24" 72"x 5 24" 72"x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24" 60"x 5 24" 60"x 5 24" 72"x 5 24" 60"x 5 24 " 6 0 " x UP UP UP HOTEL LOUNGE 005 KITCHEN 004 HOTEL RECEPTION 001 ELEVATOR CONTROL 014 UTILITY 015 UTILITY 016 EXIT STAIR 017 OFFICE 011 MENS 012 WOMENS 013 STORAGE 003 BAR 008 DINING ROOM 009 ENTRY 002 HOTEL EVENT SPACE 010 FLR-1 FLR-1 FLR-1FLR-1 PT-7 FLR-1 FLR-1 FLR-1 FLR-1 FLR-1 WALL BASE FLOOR FRP-1 T-2 T-1 WALL BASE FLOOR PT-2 TR-1 FLR-3 T-1 T-1T-1 WALL BASE FLOOR FRP-1 T-2 T-1 EXIST FLR-1 EXIST FLR-3 A6.1 28 A6.1 A6.19 11 A6.1 3 4 A6.1 23 22 21 A6.1 20 19 18 A6.1 14 A6.17 A6.16 A6.129 A6.1 27 A6.1 24 A6.1 16 A6.1 15 13 10 8 A6.1 5 17 A6.130 31 A6.1 32 33 34 FLR-2 FLR-2 FLR-2 A1.3 4 A1.3 2 26' - 0"7' - 0" FLR-1 20' - 0" 3' - 3" FLR-2 FLR-2 FLR-2 10' - 0" T-5 EXIST FLR-3FLR-1 T-3T-3 EXIST 31' - 6" 15' - 4"18' - 8" 26 A6.1 1 3' - 6" T-3 T-3 T-10 CURB 25 2 A1.33 PROVIDE TR-8 PROVIDE TR-8 PROVIDE TR-8 PROVIDE TR-8 PROVIDE ADA COMPLIANT ALUMINUM THRESHOLD PROVIDE ADA COMPLIANT ALUMINUM THRESHOLD PROVIDE ADA COMPLIANT ALUMINUM THRESHOLD PROVIDE ADA COMPLIANT ALUMINUM THRESHOLD PROVIDE ADA COMPLIANT ALUMINUM THRESHOLD PROVIDE TR-9 PROVIDE TR-8 PROVIDE TR-8 FINISH COLUMNS PT-2 WITH TR-10 -TYP. WALL BASE FLOOR WD-1 TR-2 FLR-1 PROVIDE WHITE OAK WOOD TOP CAP -WF-1 PROVIDE ADA COMPLIANT ALUMINUM THRESHOLD FLR-1 FLR-1 EXIST VERTICAL A1.3 5 3' - 3" T-5 T-5 PROVIDE WHITE OAK WOOD TOP CAP -WF-1 INSULATED WALK IN FLOOR T-1 SS-2 SS-2 12 FLR-1 ELEVATOR LOBBY 002A WALL BASE FLOOR PT-1 TR-1 EXIST PROVIDE STAINLESS STEEL CORNER GAURDS AND WALL CAPS THROUGHOUT KITCHEN TO 6' -8" T-1 3' - 10" ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 FINISH FLOOR PLAN 41 6 5 S H O R E L I N E D R I V E RB A4.1 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 N3/16" = 1'-0" 1 FINISH FLOOR PLAN FINISH SCHEDULE MARK DESCRIPTION MANUFACTURER STYLE MODEL STYLE NUMBER COLOR COMMENTS CEILING CLG-1 2'-0" X 4'-0" CLEANABLE CEILING TILES USG MARS HEALTHCARE PANELS 050 WHITE PROVIDE WHITE 15/16" GRID TO MATCH CLG-2 2'-0" X 2'-0" TIN CEILING TILES AMERICAN TIN CEILINGS 2'-0" X 2'-0" NON ACOUSTICAL TILE PATTERN #21 ROYAL GOLD PROVIDE 9/16" GRID TO MATCH CLG-3 ACOUSTIC WOOD SLAT PANELS WALL RIBBON GREY RECOSILENT ACOUSTICAL WOOD SLAT - 94.488"H X 23.622"W CLASSIC OAK PROVIDE SAMPLE FOR APPROVAL - FASTENERS TO MATCH FELT FINISH - INSTALL PER MFR. RECOMMENDATIONS FIBER REINFORCED PLASTIC FRP-1 WHITE FRP CRANE COMPOSITES GLASSBOARD - EMBOSSED 85 WHITE GLUE UP FLOORING FLR-1 LVT FLOOR SHAW CONTRACT INLET II - 4372V - 9"X48" 72140 SPINDLE GLUE DOWN - BRICK INSTALL FLR-2 HERRINGBONE LVT FLOOR SHAW CONTRACT INLET II - 4372V - 9"X48" 72103 VALLEY GLUE DOWN - HERRINGBONE INSTALL FLR-3 CARPET EF CONTRACT ESPRIT - 18"X36" EBONY ASHLAR INSTALL GROUT GRT-1 DARK GREY GROUT MAPEI KERAPOXY GROUT 47 CHARCOAL GRT-2 LIGHT GREY GROUT LATICRETE 88 SILVER SHADOW GRT-3 BLUE GROUT ARDEX 27 AZURE BLUE GRT-4 WHITE GREY GROUT MAPEI 93 WARM GREY GRT-5 LIGHT BEIGE GROUT MAPEI 39 IVORY PAINT PT-1 CEILING PAINT SHERWIN WILLIAMS FLAT WHITE PT-2 WHITE PAINT SHERWIN WILLIAMS EGGSHELL SW7008 ALABASTER PT-3 RESTROOM WHITE CEILING SHERWIN WILLIAMS FLAT SW7008 ALABASTER PROVIDE DRAW DOWN FOR OWNER PT-4 DARK BLUE PAINT BENJAMIN MOORE EGGSHELL 1666 IN THE MIDNIGHT HOUR PROVIDE DRAW DOWN FOR OWNER PT-5 EXTERIOR RAILING PAINT SHERWIN WILLIAMS LOW SHEEN SW6991 BLACK MAGIC PT-6 RESTROOM CEILING PAINT SHERWIN WILLIAMS FLAT SW7036 ACCESSIBLE BEIGE PT-7 CONCRETE FLOOR PAINT SHERWIN WILLIAMS SW7019 GAUNTLET GRAY PROVIDE DRAW DOWN FOR OWNER PLASTIC LAMINATE PLAM-1 LAMINATE WILSONART MATTE FINISH D431-60 ALABASTER SOLID SURFACE SS-1 BAKERY COUNTER GENDECO GRANITE EASED EDGE WITH DROP EDGE ARCTIC WHITE SS-2 RESTROOM VANITY GENDECO GRANITE EASED EDGE WITH DROP EDGE CALCATTA DUOLINA SS-3 WALK UP WINDOW COUNTERTOP GENDECO GRANITE CEASERSTONE SOLARIS CLEARSKIES 406 COCNRETE FINISH TILE T-1 QUARRY TILE KATE-LO QUARRY TILE 6"X6" PURITAN GREY USE GRT-1 T-2 QUARRY TILE INTEGRAL COVE BASE KATE-LO 6" QUARRY TILE COVE BASE PURITAN GREY USE GRT-1 FINISH SCHEDULE MARK DESCRIPTION MANUFACTURER STYLE MODEL STYLE NUMBER COLOR COMMENTS T-3 LINEN LOOK RESTROOM FLOOR TILE CERAMIC TILEWORKS SYMMETRY - 12"X24" SUNRISE (LINEN) BRICK INSTALL - USE GRT-5 T-5 WOOD LOOK RESTROOM FLOOR TILE EMSER BUILDING BLOCKS YAKEDO - 8"X47" NAVY BRICK INSTALL - USE GRT-3 T-6 METALLIC RESTROOM WALL TILE KATE-LO METALLICA - 2.5"X10" BLACK LUX VERTICAL STACK INSTALL - USE GRT-3 T-8 BAR DIE WALL TILE IMAGINE TILE SURFBOARDS - 8"X8" 9066 SAPPHIRE STACK INSTALL - USE GRT-2 T-10 BAKERY CURB MOSAIC TILE DALTILE KEYSTONES 2"X2" MOSAIC D189 NAVY MOSAIC INSTALL - USE GRT-3 T-11 RESTROOM WAINSCOT TILE KATE-LO T-SQUARE - 6"X6" GL0SSY PURE LINEN STACK INSTALL - USE GRT-4 TRIM TR-1 RUBBER WALL BASE JOHNSONITE TRADITIONAL VINYL 4" W HISPERING MIST TR-2 PAINTED WOOD BASE 7.25" PAINT GRADE SQAURE EDGE BASE PAINTED PT-2 UNLESS OTHERWISE NOTE IN ELEVATION TR-3A COVE BASE TRIM - CREAM SCHLUTER DILEX-AHK CREAM TR-3B COVE BASE TRIM - BLACK SCHLUTER DILEX-AHK BLACK TR-4A TILE EDGE TRIM - CREAM SCHLUTER QUADEC CREAM TR-4B TILE EDGE TRIM - BLACK SCHLUTER QUADEC BLACK TR-5 CLEAR WOOD TRIM 1X4 SELECT GRADE WHITE OAK WF-1 PROVIDE OWNER SAMPLE TR-6 PAINTED WOOD TRIM 1X4 SELECT GRADE WHITE OAK PAINTED PT-2 TR-7 TILE EDGE TRIM SCHLUTER DILEX-AHKA AMBG - ALUMINUM BRUSHED BRASS TR-8 FLOOR TRANSITION SCHLUTER RENO-U AMBG - ALUMINUM BRUSHED BRASS TR-9 FLOOR TRANSITION SCHLUTER VINPRO-S ALUMINUM BRUSHED NICKEL TR-10 CLEAR WOOD BASE TRIM 7.25" SELECT GRADE WHITE OAK QUARE WOOD TRIM WF-1 PROVIDE OWNER SAMPLE UPHOLSTERY UPH-1 BOOTH BACK UPHOLSTERY ARCHITEX MIDDAY BREEZE UPH-2 BOOTH SEAT UPHOLSTERY ANZEA COWTOWN 7107-11 WILL ROGERS UPH-3 BANQUETTE SEAT UPHOLSTERY PALLAS MINIM COLLECTION - TECH 27.300.001 SAND WALLCOVERING WC-1 VINYL RESTROOM WALLCOVERING WOLF GORDON SAMOA - VINYL SAM280 MISTY WC-2 VINYL RESTAURANT WALLCOVERING MDC CONTRACT TANIYA NAYAK - IMPRINT TNIM401 WHEAT WC-3 CUSTOM NEWS PRINT RESTROOM WALLCOVERING CUSTOM VINYL TBD WOOD WD-1 WHITE SHIPLAP 1X6 SELECT GRADE WHITE OAK WITH 1/8" NICKEL GAP SPACING PAINT PT-2 SEE ELEVATIONS FOR ORIENTATION WD-2 LINEAR WOOD SLAT PANEL EJOY 106"X6"X0.5" SOLID WOOD WALL 7 GRID CLADDING SIDING BOARD LIGHT OAK VERTICAL INSTALL WD-3 STAINED WOOD WALL FEATURE BY MILLWORKER 1X3 SELECT GRADE WHITE OAK STAIN STN-1 PROVIDE OWNER SAMPLE - STAGGER SEAMS AT VARYING LENGTHS TO ACHIEVE FULL LENGTH AS SHOWN IN ELEVATION - PROVIDE BACKING BETWEEN 3'-0" AND 8'-0" WD-4 RETAIL SLAT WALL DIMENSIONAL IMPACT WHITEWASH PROVIDE COORDINATING SLAT WALL INSERTS AND PAINT TO MATCH FINISH PER MFR RECOMMENDATIONS WF-1 CLEAR WOOD FINISH ON WHITE OAK 20% SHEEN PROVIDE OWNER/ARCHITECT WITH SAMPLE REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. 5 18 " 2 4 " x 5 18 " 3 6 " x 5 24" 60"x 5 24" 60"x 5 24 " 4 8 " x 5 24 " 4 8 " x 4 24 " 4 2 " x 5 24" 72"x 5 24" 72"x 5 24" 72"x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24" 60"x 5 24" 60"x 5 24" 72"x 5 24" 60"x 5 24 " 6 0 " x UP UP UP HOTEL LOUNGE 005 KITCHEN 004 HOTEL RECEPTION 001 ELEVATOR CONTROL 014 UTILITY 015 UTILITY 016 EXIT STAIR 017 OFFICE 011 MENS 012 WOMENS 013 STORAGE 003 BAR 008 DINING ROOM 009 ENTRY 002 HOTEL EVENT SPACE 010 18' - 0" 6' - 0" 6' - 0" 6' - 0" HOST STAND BY OWNER - PROVIDE POWER AND DATA DESK BY OWNER- PROVIDE POWER AND DATA GAS FIRE TABLE GAS FIRE TABLE 6' - 0" BOOTHS 6' - 5" 1' - 6" 4' - 6" PLANTERS UNLIMITED - MADERA FIBERGLASS RECTANGULAR AND SQUARE PLANTER -36" H X 18" W -LENGTH VARIES - OAK FINISH HOST STAND BY OWNER - PROVIDE POWER AT RAILING CENTERED ON HOST STAND EXTERIOR FURNITURE BY OWNER -COORDINATE EP 3' - 0" 1' - 0" PROVIDE POWER AND DATA TO CENTER OF TABLE - TABLE BY OWNER -RUN DOWN COLUMN AND UNDER TABLE -COORDINATE FINAL GROMMET LOCATION WITH OWNER 6' - 0" 2' - 6" 4' - 0" 4' - 0" 3' - 6" 6' - 5" COUNTER HEIGHT STOOLS BAR HEIGHT TABLES BAR HEIGHT STOOLS BAR HEIGHT STOOLS 3' - 0" PLANT PLANT REF REF 5" 4' - 0" ELEVATOR LOBBY 002A 5' - 3" 7' - 0" +/- 4' - 0" 4' - 0" 3' - 0" 1' - 0" ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 FURNITURE FLOOR PLAN 41 6 5 S H O R E L I N E D R I V E RB A5.1 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 N3/16" = 1'-0" 1 FURNITURE FLOOR PLAN REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. PT-2 TR-2 3' - 0" 5' - 0" ART BY OWNER - PROVIDE BACKING WC-1 PT-2TR-2 TR-2 7' - 6" B.O. FIXTUREART BY OWNER - PROVIDE BACKING LT-9 PT-2 AROUND CORNER 5' - 0" 3' - 0" WC-1 TR-2 WC-2 TR-2 WC-2 TR-2 TR-2 PT-2 TR-2 PT-2 TR-2 WC-2 OPEN TO RESTAURANTWC-2 TR-2 3' - 0" 5' - 0" ART BY OWNER - PROVIDE BACKING PT-2 TR-2 TR-2 PT-2 ART BY OWNER - PROVIDE BACKING TR-2 PT-2 TR-2 5' - 0" 3' - 0" PT-2 TR-2 PT-2 PT-1PT-4 BEHIND SLAT WALL **DIMENSIONS SHOWN FROM CORNER OF WALL 11' 13' 11' 9' 9' 12' 13' 10' 11' 11' 10' 12' 14' TR-10 3" 12' 10' 12' 10' WD-3 6' -9" 3" SPACING 7' -6" 8' -6" PROVIDE BACKING AT ENTIRE WALL FOR SLATS 6 0 " EQ EQ EQ EQ (T)(T) WC-2 TR-2 TR-2 PT-2 DOOR AND FRAMEPT-2 TR-2 PT-2 PT-2 DOOR AND FRAME 1' - 0" TR-2 PT-2 PT-2 FINISH BEHIND MIRRORS 4'-0"X6'-0" TEMP. MIRROR OWNER - PROVIDE BACKING 4'-0"X6'-0" TEMP. MIRROR OWNER - PROVIDE BACKING 4'-0"X6'-0" TEMP. MIRROR OWNER - PROVIDE BACKING 4'-0"X6'-0" TEMP. MIRROR OWNER - PROVIDE BACKING 5' - 0" 3' - 0"(T)(T)(T)(T) TR-2 WC-2 ART BY OWNER -PROVIDE BACKING 5' - 0" 3' - 0"TR-2PT-2 ART BY OWNER - PROVIDE BACKING 9 A9.1 LT-9 5' - 0" 3' - 0" 7' - 6" B.O. FIXTURE ROPE SCREENING FEATURE 6 A9.1 TR-2 PT-2 (T) PT-2 EXISTING ELEVATOR TR-2 PT-2 TR-2 TR-2 PT-2 DOOR AND FRAMEPT-2 DOOR AND FRAME PT-1 SOFFIT 5 A9.2 WC-2 TR-10 OPEN TO RESTROOM HALLWAY PT-4 PROVIDE BACKING FOR ARTWORK BY OWNER TR-2 7' - 6" B.O. FIXTURE LT-9 **DIMENSIONS SHOWN FROM CORNER OF WALL PT-4 PT-4BEHIND SLAT WALL 21' 18' 20' 16' 17'14' 18' 22' 20' 21' 17'25' 20'24' 22' 23' 21' 25' 24' 3" 3" SPACING4' - 0" 3' - 0" PROVIDE BACKING AT ENTIRE WALL FOR SLATS TR-2 PT-2 PT-2 PT-2DOOR AND FRAME DOOR AND FRAME DOOR AND FRAME PT-2 TR-2 PT-2 9 A9.1 (T)(T)(T)(T) TR-2 PT-2 PT-2 DOOR AND FRAME PT-2 DOOR AND FRAME PT-1 T-2 FRP-1 PT-1 PT-2 PT-2 TR-2TR-2 (T)(T)(T)(T) (T)(T) DOOR AND FRAMEDOOR AND FRAMEDOOR AND FRAME 7 A9.1 KITCHEN EQUIPMENT NOT SHOWN FOR CLARITY PT-2 PT-2 PT-2PT-2 PT-2 PT-2 PT-2PT-2 DOOR AND FRAME (T)(T)(T)(T)(T)(T)(T)(T)(T)(T) TR-2 PT-2 3' - 0" TR-5 PT-2 ART BY OWNER -PROVIDE BACKING 5' - 0" 3' - 0" RECESSED PROJECTOR SCREEN ABOVE 6' - 6" TR-2 TR-5 WD-1 PT-2 PICTURE RAIL MOULDING - PROVIDE BACKING PT-2 ALL EXISTING TRIM PT-2 PT-2 PT-2PT-2 PT-2 PT-2 PT-2PT-2 PT-2 PT-2 PT-2 ALL EXISTING TRIM PT-2 PT-2 PT-2 TRIM -TYP. TR-2 WD-4 RETAIL BY OWNER -PROVIDE BACKING AT ENTIRE WALL TR-6 FLUSH W/ PANELS WD-4 TR-2 TR-6 RETAIL BY OWNER -PROVIDE BACKING AT ENTIRE WALL FLUSH W/ PANELS TR-2 PT-2 PT-2 PT-2 PT-2 PT-2 ALL EXISTING TRIM PT-2 PT-2 PT-2 DOOR AND FRAME TR-2 PT-2 ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 INTERIOR ELEVATIONS 41 6 5 S H O R E L I N E D R I V E RB A6.1 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 1/4" = 1'-0" 9 ELEVATOR WEST ELEVATION 1/4" = 1'-0" 11 ENTRY EAST ELEVATION 1 1/4" = 1'-0" 3 LOUNGE HALLWAY ELEVATION 1 1/4" = 1'-0" 4 LOUNGE HALLWAY ELEVATION 2 1/4" = 1'-0" 23 EXIT HALL EAST ELEVATION 1/4" = 1'-0" 22 EXIT HALL NORTH ELEVATION 1/4" = 1'-0" 21 EXIT HALLWAY WEST ELEVATION 1/4" = 1'-0" 20 RESTROOM HALLWAY EAST ELEVATION 1/4" = 1'-0" 19 HALLWAY NORTH ELEVATION 1/4" = 1'-0" 18 RESTROOM HALLWAY WEST ELEVATION 1/4" = 1'-0" 14 ENTRY EAST ELEVATION 2 1/4" = 1'-0" 7 ENTRY WEST ELEVATION 1 1/4" = 1'-0" 6 LOUNGE WEST ELEVATION 2 1/4" = 1'-0" 29 DINING WEST ELEVATION 1/4" = 1'-0" 27 DINING EAST ELEVATION 1/4" = 1'-0" 24 EVENT SPACE NORTH ELEVATION 1/4" = 1'-0" 16 DINING NORTH ELEVATION 21/4" = 1'-0" 15 DINING NORTH ELEVATION 1 1/4" = 1'-0" 13 ENTRY NORTH ELEVATION 2 1/4" = 1'-0" 10 ELEVATOR NORTH ELEVATION 1/4" = 1'-0" 8 ENTRY NORTH ELEVATION 1 1/4" = 1'-0" 5 LOUNGE NORTH ELEVATION 1 1/4" = 1'-0" 28 DINING SOUTH ELEVATION 1/4" = 1'-0" 17 RESTROOM HALLWAY SOUTH ELEVATION 1/4" = 1'-0" 26 EVENT SPACE SOUTH ELEVATION 1/4" = 1'-0" 1 LOUNGE/BAR SOUTH ELEVATION 1/4" = 1'-0" 25 EVENT SPACE EAST ELEVATION 1/4" = 1'-0" 2 LOUNGE WEST ELEVATION 1 1/4" = 1'-0" 30 HOTEL RECEPTION WEST ELEVATION 1/4" = 1'-0" 31 RECEPTION NORTH ELEVATION 1 1/4" = 1'-0" 32 RECEPTION NORTH ELEVATION 2 1/4" = 1'-0" 33 RECEPTION EAST ELEVATION 1/4" = 1'-0" 34 RECEPTION SOUTH ELEVATION 1/4" = 1'-0" 12 ELEVATOR SOUTH ELEVATION REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. SCHEDULED QUARRY TILE COVED BASE SCHEDULED QUARRY TILE FLOORING CONTINUOUS WATER PROOF MEMBRANE -RUN 6" UP WALL AND OUT ON FLOOR FROM WALL 5/8" CEMENTITIOUS BOARD -TYPICAL IN ALL SERVICE AREAS CONTINUOUS BEAD OF CLEAR SILICONE SCHEDULED FRP WALL FINISH WATERPROOF MEMBRANE 6" TOP OF CEMENT BOARD 1 ' - 0 " WATERPROOF MEMBRANE 6" ℄ 4" ℄ 10" A9.1 2 SIM. KEGWORKS 2" OD ROUNDED CENTER POST BRACKET FLOOR MOUNTED WITH MATCHING FASTENERS -SATIN BRUSHED BRASS BRACKET AND FOOT RAIL -PROVIDE COORDINATING ENDCAPS REFER TO WALL TYPE SCHEDULE FOR WALL CONSTRUCTION USB CONVEINECE OUTLET -WHITE LINEAR LED STRIP LIGHT FIXTURE WITH DIFFUSER - ENTIRE LENGTH OF BAR BOAT CLEAT PURSE HOOK BY OWNER - PROVIDE MATCHING FASTENERS CUSTOM WOOD COUNTERTOP OVER 3/4" PLYWOOD FRP-1 FINISH ON SERVICE SIDE OF BAR WRAP FRP ON UNDERSIDE OF COUNTERTOP SCHEDULED WALL TILE FINISH STAINLESS STEEL DRINK RAIL 10"1' - 2" 4" 3' - 6" 8" SCHLUTER TRIM -TR-7 5" C REFER TO WALL TYPE SCHEDULE FOR WALL CONSTRUCTION LIVE EDGE WOOD COUNTERTOP ABOVE SCHEDULED FRP FINISH 3-5/8" METAL STUD SWINGING CAFE DOORS: CUSTOM PRIMED 36"WX 28" H SINGLE CLASSIC FLAT PANEL SALOON DOORS W/COMMERCIAL GRADE GRAVITY HINGES IN BRASS -PAINT DOOR PT-3 -VERIFY FINISHED OPENING DIM -CONTACT AMANDA OR ERIC AT INFO@SWINGINGCAFEDOORS.COM/855-343-6677 SCHEDULED SHIPLAP FINISH BEAD OF CAULK SCHEDULED TILE FINISH STAINLESS STEEL CORNER TRIM FIRE RATED WOOD 2X SERVICE SIDECUSTOMER SIDE 1" C A1 SCHEDULED CURB FINISH -SEE FINISH PLAN REFER TO WALL TYPE SCHEDULE FOR WALL CONSTRUCTION SCHEDULED WOOD FINISH -WD-3 3/4" PLYWOOD FRP-1 FINISH ON SERVICE SIDE OF BAR -WRAP ALONG UNDERSIDE TO EDGE OF COUNTERTOP 2' - 5" 3CM QUARTZ COUNTERTOP SCHEDULED COUNTERTOP WITH EASED EDGE ALIGN ESP OR LIKE -MODEL P223 POLISHED BRASS ROUND PARTITION POSTS WITH 1/4" GLAZINGPROVIDE NON- GLARE FILM OR LIKE TO T.O. COUNTERTOP 3' - 6" A9.1 2 SIM. 2' - 11" 6" SCHEDULED QUARRY TILE BASE WALL BEYOND -FRP-1 FINISH 3 5/8" MTL. FRAMING TR-7 SCHLUTER BASE 5/8" CEMENT BOARD BACKING A&M HARDWARE CFLAT24 CONCEALED FLAT BRACKET, @ 30" O.C. MAX 2x FRT BLOCKING 2x FRT BLOCKING 2" FRT BLOCKING FOR BRACKET ATTACHMENT A2 REFER TO WALL TYPE SCHEDULE FOR WALL CONSTRUCTION SCHEDULED HORIZONTAL SHIPLAP FINISH 3/4" PLYWOOD FRP-1 FINISH ON SERVICE SIDE OF BAR -WRAP ALONG UNDERSIDE TO EDGE OF COUNTERTOP AND WALL END SCHEDULED 3CM QUARTZ COUNTERTOP MITERED CORNER WITH EASED EDGE A9.1 2 SIM. 1 1/8" 2' - 5" 1 1/8" 3" ALIGN TO T.O. COUNTERTOP 3' - 0" 2' - 11" WALL BEYOND SCHEDULED QUARRY TILE BASE SCHEDULED WOOD BASE 2X4 BLOCKING A&M HARDWARE CFLAT24 CONCEALED FLAT BRACKET, CENTER BETWEEN ADJACENT WALLS 2" BLOCKING FOR BRACKET ATTACHMENT 2x4 BLOCKING A2 1x BLOCKING GWB RETURN - SEALANT AND BACKER ROD BOTH SIDES FINISH PER PLAN - WRAP FINISH INTO RETURN 48"HX72"W FIXED ONE WAY GLASS MIRROR WINDOW - SILL HEIGHT AT 42" A.F.F. DECORATIVE WHITE OAK WOOD FRAME ON RESTAURANT SIDE OF WALL -WF-1 RESTAURANT OFFICE AL I G N ø 0 ' - 2 " PARTIAL HEIGHT WALL -WALL TYPE PER LEGEND - PROVIDE CLARK DIETRICH PONY WALL 3' - 6" 2x HDWD TOP CAP -STAINED STN-1 3"Ø WOOD POLE W/ 3/4"Ø HOLES @ 4" O.C. -DADO TO 2"Ø AT SADDLE LOCATION-STAIN STN-1 POLISHED BRASS SADDLE POST BRACKET FOR 2"Ø POLE -FASTEN TO WOOD ø 0 ' - 2 " 3/4" MANILA ROPE THREADED THROUGH POLE -SEE ELEVATION MATCH FASTENERS TO POST FINISH MATCH FASTENERS TO POST FINISH PROVIDE BLOCKING AS REQ'ED POLISHED BRASS SADDLE POST BRACKET FOR 2"Ø POLE - FASTEN TO WOOD 3"Ø WOOD POLE W/ 3/4"Ø HOLES @ 4" O.C. -DADO TO 2"Ø AT SADDLE LOCATION-STAIN STN-1 SCHEDULED FINISH -SEE ELEVATIONS 1x HDWD TRIM -STAINED STN-1 2x BLOCKING MAIN CEILING PER 2/A2.1 1 5/8" STL STUD FRAMING 5/8" GWB -PT-1 EXTERIOR CONCRETE CURB 15" PRE-FABRICATED COUNTER TOP SUPPORT BRACKET @ 24" O.C. -BLACK 1/2" CHAMFER 1/8" / 12"[No Slope] INTERIOR T.O. COUNTERTOP 3' - 0" FRP-1 FINISH ON SERVICE SIDE OF BAR A9.1 2 SIM. 6 MIL POLY VAPOR BARR 1' - 7 1/4" 1/8" / 12" 6" 3/4" TRT'ED PLYWOOD SUBTOP 3 CM QUARTZ COUNTERTOP PAC-CLAD FLUSH PANEL VERTICALLY ORIENTED - BLACK FINISH 3" TRT'ED SHIM AS REQ'ED 1 1/2" RIGID INSUL WRB, WRAP OVER SILL 6" MTL STUDS @ 24" O.C. W. BAT INSUL (MIN R-13) 5/8" GWB 3" J CLOSURE Z FURRING @ 24" O.C. MAX SILL FLASHING 3 5/8" MTL STUDS BACKER ROD & SEALANT, FILL GAP W/ RIGID NANAWALL ALUMINUM 640 SYSTEM OR LIKE 3 CM QUARTZ COUNTERTOP TRT'ED SHIM AS REQ'ED THERMALLY BROKEN FLUSH SILL PREFIN MTL FLASHINGTO MATCH NANAWALL BEYOND 10 1/2" A9.1 8 3"3/8" BLOCK OUT DIMENSIONS FOR SILL CUT OUT SHIM AS REQ'ED BACKER ROD & SEALANT BOTH SIDES -MATCH WINDOW UNIT WRB, WRAP OVER SILL 5/8" SUBTOP QUARTZ COUNTERTOP 2x ROUGH SILL 1 3/8" ALIGN INTERIOR FACE OF NANAWALL W/ FACE OF STUD 3 5/8" FURRING WALL PREFIN MTL FLASHING TO MATCH NANAWALL (BEYOND) SHIM AS REQ'ED ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 DETAILS 41 6 5 S H O R E L I N E D R I V E RB A9.1 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 6" = 1'-0" 2 QUARRY TILE COVE AT FRP 1 1/2" = 1'-0" 1 BAR DIE WALL 1 1/2" = 1'-0" 3 PLAN DETAIL - WALL CORNER AT BAR EDGE 1 1/2" = 1'-0" 4 BAKERY HIGH COUNTER SECTION DETAIL 1 1/2" = 1'-0" 5 BAKERY LOW COUNTER SECTION DETAIL 3" = 1'-0" 6 INTERIOR WINDOW DETAIL WITH DECORATIVE FRAME 1 1/2" = 1'-0" 9 ROPE SCREENING DETAIL @ PARTIAL HEIGHT WALL 1 1/2" = 1'-0" 7 SECTION DETAIL - WALK UP BAR 3" = 1'-0" 8 ENLARGED SECTION DETAIL - BAR SADDLE SILL REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. FLASHING PRE-FABRICATED CURB, REFER TO MECH. DWGS. CANT STRIP BALLASTED EPDM ROOF SYSTEM NOTE: REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL FAN AND CURB DETAILS 3M FIRE BARRIER DUCT WRAP FROM TOP OF HOOD UP THROUGH ROOF OPENING TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS FOR 1-HR RATING. UL DESIGN #R14229 FROM COOKLINE HOOD EXHAUST DUCT, REFER TO MECHANICAL DRAWINGS ROOF DECKING SEE STRUCTURAL ACCESS PANEL FOR GREASE CLEANOUTS COORDINATE WITH MECHANICAL. SUSPENDED GYP BOARD CIELING ROOF INSULATION TO MATCH EXISTING AND INFILLED OPENING. EXISTING CONCRETE PLANK EXISTING INSULATION 1' - 6" 2' - 6" STAINLESS STEEL TOP 1' - 0" 7 1/2" 4 1/2" 5"8"5" 1/4" TYP. STAINLESS STEEL OVER 2 LAYERS OF 3/4" PLYWOOD KITCHEN EQUIPMENT BY KEC 1X WHITE OAK WITH VENEER EDGES AND END CAPS- BEVELED EDGE -WF-1 3/4" PLYWOOD PLAM-1 FOR ALL INTEROR SURFACES & UNDER COUNTER TOP 10" TYP. 2 1/2" MTL STUDS BOX FRAME, SECURE @ SURROUNDING WALLS TO FRT BLOCKING BETWEEN STUDS, TYP. 3/4" HDWD WRAP, ALL CORNERS MITERED TYP. STAINED 4" 1' - 0" 4" 1' - 0" 4" 4' - 4 1/4" COUNTERSINK SCREWS AS SHOWN COUNTERSINK SCREWS AS SHOWN SCHEDULED FINISH PLAM-1 FACE MOUNTED DOOR W/ SOFT CLOSING DOOR HINGES PLAM-1 FOR ALL INTEROR SURFACES & UNDER COUNTER TOP SIGNATURE HARDWARE 6" PULL: SKU 481249 -SATIN BRASS WHITE PLAM-1 FRAME, DOOR & BACK STAINLESS STEEL OVER 2 LAYERS 3/4" PLYWOOD 6" STAINLESS STEEL LEGS W/ CLIP ON TOE KICK, PLAM-1 30" 1"1" FIXTURE SHOWN FOR REFERENCE ONLY, SEE KITCHEN EQUIPMENT DRAWINGS FOR MORE INFORMATION SEE MEP DRAWINGS BY OTHERS FOR PLUMBING INFORMATION, COORDINATE OPENING REQ'TS 3"3" 42" PLAM-1 FOR ALL INTEROR SURFACES & UNDER COUNTER TOP STAINLESS STEEL OVER 2 LAYERS 3/4" PLYWOOD 6" STAINLESS STEEL LEGS W/ CLIP ON TOE KICK, PLAM-1 30" 1" FIXTURE SHOWN FOR REFERENCE ONLY, SEE KITCHEN EQUIPMENT DRAWINGS FOR MORE INFORMATION SEE MEP DRAWINGS BY OTHERS FOR PLUMBING INFORMATION, COORDINATE OPENING REQ'TS 3"3" 42" SIGNATURE HARDWARE 6" PULL: SKU 481249 -SATIN BRASS PLAM-1 FACE MOUNTED DOOR W/ SOFT CLOSING DOOR HINGES 1 5/8" STL STUD FRAMING 9' - 9" B.O. MAIN CLG 5/8" GWB -PT-1 2 LAYERS 5/8" TYPE C GWB 1X HDWD TRIM -WF-1EQ.EQ. LT-1 1X HDWD TRIM -WF-1 1/8" REVEAL (TYP.) 9' - 5 3/4" B.O. COFFERS 3' - 0" KINETICS ICC SPRING MOUNTS @ 4'-0" O.C. 3" MIN BATT INSUL COLLED ROLLED CHANNELS @ 4'-0" O.C. MAX 7/8" 25 GA FURRING CHANELS @ 2'-0" O.C. CLG-3 -MOUNT PER MFR. RECOMMENDATIONS KINETICS WALL MAT KINETICS WALL MAT EXISTING KICKER MECHANICAL DUCT W/ UL LISTED DAMPER -COORDINATE W/ MECHANICAL DRAWINGS EXISTING STRUCTURE B.O. DUCT B.O. SOFFIT 8' - 7 1/2" SEE 2/A2.1 FOR TYPICAL CEILING ASSEMBLY INFORMATION 2 LAYERS 5/8" TYPE C GWB -FINISH PT-1 EXISTING FLOOR DECK 9' - 9" B.O. CEILING 1 1/2" COLD ROLLED STEEL CHANNELS @ 48" O.C. 2 LAYERS 5/8" TYPE C GWB -FINISH PT-1 HANG FRAMING AS CLOSE TO DUCT AS POSSIBLE WHERE DUCT IS THE LARGEST (WORST CASE SCENERIO) ON THE SOUTH WALL -VERIFY FINAL DIMENSION WITH ARCHITECT/OWNER 9' -9" B.O. CEILING 4' - 7" 1/4" GAP W/ MIN 5/8" DEEP ACCOUSTICAL SEALANT AT ALL WALL CONNECTIONS (TYP.) EXISTING KICKER EQ. B.O. SOFFIT PEERLESS AV UNIVERSAL CEILING MOUNT W/ BACK TO BACK TILT BOX FOR TV'S UP TO 90" 65" TV'S BY OWNER COORDINATE TILT ANGLE WITH OWNER ON SITE CLG-2 9' - 9" B.O. MAIN CEILING 2 LAYERS TYPE C 5/8" GWB, TYP. REINFORCE GRID AS REQ'ED FOR DROPPED CEILING PROVIDE PEERLESS AV CEILING PLATE -FINISH TO MATCH CEILING DUCT TO RUN WITHIN BAR SOFFIT -HANG TIGHT TO B.O. JOISTS 3' - 7 1/4" 14' - 2 1/2" PT-1 PT-4 PT-1 PAINT PT-4 TO 4" ABOVE DROPPED CEILING PAINT PT-4 TO 4" ABOVE DROPPED CEILING PT-1 PT-1 PT-4 1X4 WHITE OAK - FINISHED WF-1 1X4 WHITE OAK - FINISHED WF-1 7/8" 25 GA FURRING CHANELS @ 2'-0" O.C. 2 LAYERS 5/8" TYPE C GWB KINETICS ICC SPRING MOUNTS @ 4'-0" O.C. MAX 3" MIN BATT INSUL COLLED ROLLED CHANNELS @ 4'-0" O.C. MAX 5" 8' - 0" 7' - 0" EQ. 3' - 7 1/4" UNISTRUT DUCT SUPPORTS @ 2' -0" KINETIC KSCH UNISTRUT SPRING MOUNTS AS REQED W/ 1/2" COLD ROLLED CHANNEL UNISTRUTS -ATTACH TO B.O. JOISTS PER MFR'S RECS 7/8" 25 GA FURRING CHANNELS @ 2'/-0" 2 LAYERS TYPE C 5/8" GWB, TYP. 1/2" COLD ROLLED CHANNEL 7/8" 25 GA FURRING CHANNELS @ 2'/-0" 1/4" FIBERGLASS BATT SLEEVE 1/4" x 5/8" DEEP ACOUSTIC SEALANT UNISTRUT ON THREADED ROD- ATTACH TO STRUCTURE PER MFR'S RECS 5' - 8" B.O. TELEVISIONS PEERLESS AV UNISTRUT ADAPTER FIRST FLOOR 12' -5 1/2" VERIFY FIELD 9' - 9" B.O. MAIN CEILING EXISTING PLUMBING LINE EXISTING STRUCTURE EXISTING FLOOR DECK EXISTING WALL SEE 2/A2.1 FOR TYPICAL CEILING ASSEMBLY INFORMATION 1 5/8" STL STUDS, FIELD VERIFY LOCATION OF PLUMBING LINE, FRAME AS TIGHT AS POSSIBLE 5/8" GWB 1/4" GAP W/ MIN 5/8" DEEP ACCOUSTICAL SEALANT AT ALL EXISTING WALL CONNECTIONS (TYP.) KINETICS WALL MAT VERIFY FIELD 9' - 9" B.O. CEILING 3 1/4" TRIM - PT-2 EXISTING BEAM MECHANICAL DUCT W/ UL LISTED DAMPER -COORDINATE W/ MECHANICAL DRAWINGS EXISTING STRUCTURE SEE 2/A2.1 FOR TYPICAL CEILING ASSEMBLY INFORMATION 5/8" TYPE C GWB -FINISH PT-1 EXISTING FLOOR DECK 1 1/2" COLD ROLLED STEEL CHANNELS @ 48" O.C. 2 LAYERS 5/8" TYPE C GWB -FINISH PT-2 2 LAYERS 5/8" TYPE C GWB -FINISH PT-1 BOTTOM CEILING ELEVATION TO BE AS HIGH AS POSSIBLE -VERIFY FINAL HEIGHT WITH ARCHITECT AND OWNER 2 LAYERS 5/8" TYPE C GWB -CLG-3 2 LAYERS 5/8" TYPE C GWB - FINISH PT-2 KINETICS ICC SPRING MOUNTS 9' - 6" 9' - 9" 9' - 9" 1X HDWD TRIM WITH 1/4" REVEAL BELOW GYP - PAINTED PT-2 AL I G N GWB CLG PT-1 B.O. TRIM GWB CLG PT-1 GWB CLG PT-1 OFFICE 011 ENTRY 002 DINING ROOM 009 WALL PER WALL TYPE, SEE A1.1 FOR MORE INFORMATION 9' - 6"9' -5 3/4" KINETICS WALLMAT EXISTING FLOOR ASSEMBLY FOAM CLOSURE STRIPS 1/4" MIN GAP KINETICS KAI-S-25 ANCHOR ISOLATOR BUSHING ASSEMBLY SLIP TRACK 5/8" GWB STL STUD PER WALL TYPE ACOUSTICAL SEALANT ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF: SIGNED: DATE: REG. #: PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: PERMIT REV #1 REV #2 06.07.2024 REV # 3 10.04.2024 REV # 4 11.01.2024 REV # 5 11.11.2024 DETAILS 41 6 5 S H O R E L I N E D R I V E RB A9.2 ADAM MEYER 1890 CA B A N A A N N A ' S MINNESOTA 45178 AM 04.22.2024 05.14.2024 04.22.2024 1 1/2" = 1'-0" 1 MILLWORK LIQUOR STEP DETAIL @ BAR ISLAND 1 1/2" = 1'-0" 4 DETAIL - FLOATING SHELVES @ WOMEN'S 1 1/2" = 1'-0" 7 DETAIL - BAR ISLAND CABINET 1 1/2" = 1'-0" 8 DETAIL - CABINET @ DRAFT TOWER 1" = 1'-0" 9 DETAIL - DINING ROOM SOFFITS 1" = 1'-0" 2 DETAIL - SOFFIT @ DUCTWORK 1" = 1'-0" 6 DETAIL - SOFFIT @ BAR 1" = 1'-0" 5 DETAIL - SOFFIT @ LOW PLUMBING LINE 1" = 1'-0" 3 DETAIL - SOFFIT @ BEAM IN DINING 1" = 1'-0" 10 DETAIL - SOFFIT TRIM TERMINATION 6" = 1'-0" 11 DETAIL - ACOUSTICAL SLIP TRACK @ ALL NEW WALLS (TYP.) 6" = 1'-0" 12 GREASE EXHAUST PENETRATION DETAIL REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. GENERAL STRUCTURAL NOTES S0 PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: 41 6 5 S H O R E L I N E D R I V E MT 241362 SH O R E L I N E I N N LKA/JJC 10/04/2024IFC p. 6 1 2 . 5 2 4 . 5 3 7 5 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 mi n n e a p o l i s , m i n n e s o t a 5 5 4 0 1 WW W . S T U D I O M A R C H I T E C T S . N E T ST U D I O M A R C H I T E C T S , I N C . C 2013 STUDIO M ARCHITECTS f. 6 1 2 . 8 4 4 . 1 2 4 0 10/21/2024REVISION #1 11/06/2024REVISION #2 11/22/2024REVISION #3 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Jeremy J. Clarke 42422 11/22/2024 REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. EXIST. W24x55 EXIST. BAR JOIST TO REMAIN 15 ' - 7 " ( F I E L D V E R I F Y ) EX I S T . 2 0 K 3 B A R J O I S T , 1 0 E Q . SP A . A T 2 ' - 6 3 / 8 " ± = 2 5 ' - 4 " X EQ U A L EQ U A L EQ U A L X NEW 6x15 BEAM (ABOVE FLOOR SLAB) CUT EXIST. BAR JOIST, TOP CHORD TO REMAIN SEE 5/S1 NEW DUCT (SEE MECH.) EXIST. OPENING EXIST. TS 6x6x1/4 COL. 6 S1 7 S1 A B EQ U A L XCL CL x x BEAM (SEE PLAN) EXIST. CONC. SLAB ON STEEL DECK 3/8" THREADED ROD AND 1/4" PLATE WASHER AND NUT, TACK WELD NUT DEMO BAR JOIST BOTTOM CHORD AND WEB AFTER NEW BEAM AND HANGERS ARE INSTALLED, TOP CHORD TO REMAIN x x EXIST. COL. SEE PLAN PLATE 3/16"x3"x3" W/ (2) 1/2" DIA. BOLTS 3/16 NEW BEAM (SEE PLAN) EXIST. CONC. SLAB ON STEEL DECK 3/ 4 " 1 1 / 2 " 3/4" EXIST. MASONRY WALL (4) HILTI HAS-E 55 ANCHOR RODS (2" EMBED. DEPTH REQ'D) WITH HIT-HY 270 ADHESIVE BEAM (SEE PLAN) PLATE 3/16"x7"x7" 4" 4" 3/16 NO T E 2 4 5 6 EX I S T . 1 0 " P / C P L A N K INFILL EXIST. PRECAST PLANK OPENING (SEE DETAIL 3/S1) L4x4x1/4 x 0'-4" LONG WELD TO FRAME EXIST. ROOF OPENING OPENING AT NEW UNIT (SEE DETAIL 2/S1) NEW RTU-1NEW EXHAUST FAN L FRAME 4x4x1/4 SET 1 1/2" BELOW TOP OF PRECAST PLANK NEW MUA DECK SPAN 1.5B22 ROOF DECK NOTE 2 EXISTING OPENINGS IN PLANK ANGLE FRAME NOTE: 1. DECK SPAN VERIFY ROOF OPENING SIZE AND LOCATION W/ MECH. DIMENSION "A" L4x4x1/4 x 0'-4" LONG WELD TO FRAME AND TO JOIST OR BEAM L FRAME 4x4x1/4 SET 1 1/2" BELOW TOP OF PRECAST PLANK DECKING TO RUN CONTINUOUSLY OVER FRAMED OPNG. DO NOT CUT OPNG. IN DECK UNTIL NEEDED. 2-RIB CUT-REINF. W/ 3/16" PL. 1-RIB CUT-NO REINF. REQ'D. AT 2-RIB CUT PROVIDE PL. 3/16"x24"x2'-0" 3 OR MORE RIBS CUT- PROVIDE L FRAMING AS SHOWN ABOVE PARTIAL ROOF PLAN PARTIAL FIRST FLOOR PLAN DETAILS S1 4 S1 PARTIAL FIRST FLOOR PLAN NO SCALE SEE ARCH. FOR DIMENSIONS AND FINISHES. SEE MECH. FOR DUCT DIMENSIONS. X = BAR JOIST TOP CHORD HANGER, SEE 5/S1 & 6/S1. 1. 2. 3. PLAN NOTES: 5 S1 BAR JOIST TOP CHORD HANGER NO SCALE 6 S1 BEAM TO COL. CONN. NO SCALE 7 S1 BEAM TO WALL. CONN. NO SCALE PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: 41 6 5 S H O R E L I N E D R I V E MT 241362 SH O R E L I N E I N N LKA/JJC 10/04/2024IFC p. 6 1 2 . 5 2 4 . 5 3 7 5 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 mi n n e a p o l i s , m i n n e s o t a 5 5 4 0 1 WW W . S T U D I O M A R C H I T E C T S . N E T ST U D I O M A R C H I T E C T S , I N C . C 2013 STUDIO M ARCHITECTS f. 6 1 2 . 8 4 4 . 1 2 4 0 10/21/2024REVISION #1 11/06/2024REVISION #2 11/22/2024REVISION #3 1 S1 PARTIAL ROOF PLAN 1/4" = 1'-0" SEE MECH FOR RTU DIMENSIONS FIELD VERIFY NEW RTU LOCATION TO LINE UP WITH EXISTING ROOF OPENING. FIELD VERIFY PRECAST PLANK OPENINGS ARE FRAMED ADEQUATELY (SEE 3/S1) FIELD VERIFY NEW MECHANICAL UNITS ARE EQUIVALENT OR LESS WEIGHT THAN EXISTING UNITS. 1. 2. 3. 4. NOTES 3 S1 PRECAST PLANK OPENING NO SCALE 2 S1 ROOF OPENING DETAIL NO SCALE 3 3 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Jeremy J. Clarke 42422 11/22/2024 REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. 1 2 3 4 5 6 7 8 9 10 11 12 12' - 0"13' - 4"12' - 8"12' - 8"12' - 8"12' - 8"12' - 8"12' - 8"12' - 8"12' - 8"12' - 8"12' - 8"13' - 4" 13 153' - 4" F E 24 ' - 7 " 8' - 0 " 9" 8' - 0 " B1a B1a B1a B1bB1a B2a B2a B2a B2a B2a B2aB2aB2aB2aB2aB2aB2aB2a D C 10 ' - 0 " 10 ' - 0 " 9" B2bB2bB2b B1d B1d B1dB1c EX I S T . 1 3 / 4 x 1 1 1 / 4 P S L TR E A T E D @ 1 6 " O. C EX I S T . 2 x 1 2 TR E A T E D @ 1 6 " O . C EX I S T . 2 x 1 2 TR E A T E D @ 1 6 " O . C (E) P1 = EXIST. 10" ⌀ CONCRETE PIER ON EXIST. 2'-6"x2'-6"x1'-0" FTG., TYP. (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 EXISTING BUILDING (E) P1 (E) P1 (E) P1 (E) P1 (E) P1 PREMANUFACTURED CABANA. SEE ARCH. FOR DIMENSIONS AND MORE INFORMATION SEE NOTE #8 ST U D I O M A R C H I T E C T S , I N C . 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 MI N N E A P O L I S , M I N N E S O T A 5 5 4 0 1 P. 6 1 2 . 5 2 4 . 5 3 7 5 WW W . S T U D I O M A R C H I T E C T S . N E T © 2023 STUDIO M ARCHITECTS PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: IFC REVISION #1 REVISION #2 REVISION #3 10/21/2024 DECK PLAN AND BEAM SCHEDULE 41 6 5 S H O R E L I N E D R I V E MT S2 241362 SH O R E L I N E I N N LKA/JJC 10/04/2024 11/22/2024 11/22/2024 1/8" = 1'-0" 1 S2 DECK PLAN BEAM SCHEDULE MARK EXISTING SIZE COMMENTS B1a (3) 1 3/4x11 7/8 SEE NOTE 3 B1b (3) 1 3/4x11 7/8 NO REINFORCING REQUIRED B1c (2) 1 3/4x11 7/8 1 PLY - 3 1/2x11 7/8 PSL REINFORCING (SEE NOTE #5) B1d (2) 1 3/4x11 7/8 4x4 TREATED POST AT MIDSPAN B2a (1) 1 3/4x11 7/8 1 PLY - 3 1/2x9 1/2 PSL REINFORCING (SEE NOTE #6) B2b (1) 1 3/4x11 7/8 4x4 TREATED POST AT MIDSPAN NOTES: 1. SEE SHEET S0 FOR GENERAL STRUCTURAL NOTES. 2. FIELD VERIFY ALL DIMENSIONS. 3. = NEW HELICAL PIER, MAX SERVICE LOAD REACTION = 13.2 KIPS. 4. ADD TREATED 2x4 TRIMMERS BELOW ALL NEW REINFORCING MEMBERS. 5. FASTEN 3 1/2"x11 7/8" PSL REINFORCING TO EXISTING BEAM WITH (2) 6 3/4" LG. TRUSSLOK SCREWS AT 14" O.C. 6. FASTEN 3 1/2"x9 1/2" PSL REINFORCING TO EXISTING BEAM WITH (2) 5" LG. TRUSSLOK SCREWS AT 18" O.C. 7. ALL PSL REINFORCING IS SERVICE LEVEL 2. 8. ADD (2) 2x8 BLOCKING UNDER EACH CABANA SWING SUPPORT POST WITH SIMPSON STRONG-TIE LUS26-2 HANGER AT EA. END, FIELD VERIFY LOCATION. 1 1 1 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Jeremy J. Clarke 42422 11/22/2024 REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. 3" CLR. 3" C L R . 1' - 0 " MA X . 6' - 0 " EXIST. 6" DIA. 40'-0" TALL FLAGPOLE, TO BE RELOCATED, 36" EMBEDMENT (3) #3 TIES AT 2" O.C. AT TOP NEW CONC. FDN. REINF. W/ (8) #6 VERT. AND #3 TIES AT 12" O.C. 2'-0" DIA. PARTIAL ROOF PLAN PARTIAL FIRST FLOOR PLAN DETAILS S3 PROJECT #: DRAWN BY: CHECKED BY: ISSUE: DATE: SHEET TITLE: 41 6 5 S H O R E L I N E D R I V E MT 241362 SH O R E L I N E I N N LKA/JJC 10/04/2024IFC p. 6 1 2 . 5 2 4 . 5 3 7 5 53 0 N O R T H 3 R D S T R E E T , S U I T E 2 3 0 mi n n e a p o l i s , m i n n e s o t a 5 5 4 0 1 WW W . S T U D I O M A R C H I T E C T S . N E T ST U D I O M A R C H I T E C T S , I N C . C 2013 STUDIO M ARCHITECTS f. 6 1 2 . 8 4 4 . 1 2 4 0 10/21/2024REVISION #1 11/06/2024REVISION #2 11/22/2024REVISION #3 1 S3 FLAGPOLE FOUNDATION DETAIL NO SCALE 2 1334 81ST AVE NE SPRING LAKE PARK, MN 55432 (612) 844-1234 WWW.HERZOGENGINEERING.COM I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. NAME: SIGNATURE: DATE: LICENSE NUMBER: Jeremy J. Clarke 42422 11/22/2024 REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. GENERAL CONSTRUCTION NOTES PLUMBING EQUIPMENT NOTES ELECTRICAL EQUIPMENT NOTES NOTES FOR ALL CONTRACTORS THE DESIGN DRAWINGS SHOWN HEREON INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF FOOD/BEVERAGE EQUIPMENT AND ARE REASONABLY EXACT, BUT EXTREME ACCURACY IS NOT GUARANTEED. DRAWINGS ARE FOR ASSISTANCE AND GUIDANCE OF THE CONTRACTOR. EXACT LOCATIONS AND LEVELS WILL BE GOVERNED BY THE BUILDING. SHOULD IT BECOME NECESSARY TO DEVIATE FROM THIS ARRANGEMENT, SUCH DEVIATION SHALL BE MADE WITHOUT EXPENSE TO THE OWNER OR BOELTER, LLC. ALL WORK, MATERIALS AND EQUIPMENT SHALL BE IN FULL ACCORDANCE WITH THE LATEST CODES, RULES AND REGULATIONS OF THE LOCAL JURISDICTIONAL AUTHORITIES, U.S. PUBLIC HEALTH DEPARTMENT, THE NATIONAL BOARD OF THE FIRE UNDERWRITERS AND ANY AND ALL LOCAL OR STATE ORDINANCES, THE STATE ACCIDENT COMMISSIONS SAFETY ORDERS AND THE REGULATIONS OF THE STATE FIRE MARSHALL; AND WITH ANY PREVAILING RULES AND REGULATIONS PERTAINING TO ADEQUATE PROTECTION AND/OR GUARDING OF ANY MOVING PARTS OR OTHERWISE HAZARDOUS LOCATIONS. IT SHALL BECOME THE RESPONSIBILITY OF THE OWNER, ARCHITECT, ENGINEERS AND/OR THE GENERAL CONTRACTORS TO ENSURE THAT BOELTER, LLC. RECEIVES COPIES OF ALL ADDENDUMS AND CHANGES TO THE BUILDING'S PLANS PRIOR TO AND DURING CONSTRUCTION. BOELTER, LLC. WILL NOT ASSUME ANY COSTS OR BACK CHARGES FROM OWNER AND/OR ANY TRADE BY FAILURE TO TRANSFER SAID INFORMATION. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY BOELTER, LLC. A MINIMUM OF FIVE (5) WORKING DAYS BEFORE CONCRETE POUR FOR FIELD CHECK OF UTILITIES, I.E., FLOOR SINKS, WATER AND ELECTRICAL STUB-UP AND PVC CONDUITS. PRIOR TO INSTALLATION OF KITCHEN EQUIPMENT, THE GENERAL CONTRACTOR SHOULD HAVE CLEAR ACCESS TO THE KITCHEN OR BAR AREA, WITH ALL WALLS AND FLOORS COMPLETED WITH FINISHED MATERIAL. IF THERE ARE ANY DELIVERY PROBLEMS WITH THE PARKING LOT, DRIVEWAY, RECEIVING DEPARTMENT OR ANY SPECIAL OPENING IN WALLS OR WINDOWS, COORDINATE WITH BOELTER, LLC. ALL HORIZONTAL/VERTICAL DIMENSIONS ARE FROM FACE OF FINISHED WALL/FLOOR TO CENTERLINE OF ROUGH-IN OR FROM CENTERLINE OF ROUGH-IN TO CENTERLINE OF ROUGH-IN UNLESS OTHERWISE NOTED. ALL SYMBOLS FOR OUTLETS ON WALL ARE INDICATED AT A SPECIFIED HEIGHT. HEIGHT OF ROUGH-IN IS GIVEN FROM FINISHED FLOOR (NOT TOP OF FINISHED CURB) TO CENTERLINE OF ROUGH-IN. LAST DATED REVISION VOIDS AND SUPERSEDES ANY AND ALL PREVIOUS DRAWINGS WITH THE SAME SHEET NUMBER. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RECOVER AND DISPOSE OF ALL PREVIOUSLY ISSUED PLANS FROM ALL SUB- CONTRACTORS. ALL BIDDERS SHALL FULLY INSPECT THE SITE AND EXISTING CONDITIONS INCLUDING ALL UTILITY SERVICES AND EXISTING ELECTRICAL WIRING AND PLUMBING PRIOR TO SUBMISSION OF BID. ALL BIDDERS SHALL VERIFY ALL DIMENSIONS, REQUIREMENTS, ETC., BEFORE ANY WORK BEGINS AND NOTE ANY DISCREPANCIES IN WRITING TO BOELTER, LLC. PROCEEDING WITH THE WORK SHALL CONSTITUTE ACCEPTANCE BY THE BIDDER THAT DIMENSIONS AND CONDITIONS ARE CORRECT AND THE BIDDER SHALL ASSUME FULL RESPONSIBILITY OF THE SAME. ALL CONTRACTORS TO COORDINATE ALL WORK TO ALLOW ACCESSIBILITY AND USABILITY BY OTHERS. DURING CONSTRUCTION, EACH TRADE SHALL BE RESPONSIBLE FOR REPAIRING OR PAYING FOR THE COST OF ANY DAMAGE CAUSED BY THEIR WORK. WHERE LOCAL CODES OR CONDITIONS CAUSE RELOCATION OF THE COMPRESSORS TO BE OTHER THAN DESIGNATED ON THE PLAN, PLEASE CONTACT BOELTER, LLC. AT ONCE FOR AN ALTERNATE LOCATION. GENERAL CONTRACTOR IS TO PROVIDE A FINISHED RECESS IN FLOOR FOR DRAIN TROUGH'S AS REQUIRED. SEE PLAN AND DETAIL. GENERAL CONTRACTOR IS TO PROVIDE AN OPENING IN WALL WHERE INDICATED FOR VENTILATOR CONTROL PANEL(S) IF REQUIRED. MINIMUM WALL THICKNESS OF 8" THICK REQUIRED FOR FULL RECESS OF PANEL AND CONDUITS. VERIFY WITH SHOP DRAWINGS FOR SIZES AND MOUNTING REQUIREMENTS. GENERAL CONTRACTOR IS TO UNCRATE AND MOUNT VENTILATOR CONTROL CABINET(S) IN WALL. GENERAL CONTRACTOR IS TO PROVIDE CURBS AND SUPPORTS ON ROOF FOR EXHAUST AND MAKE-UP AIR UNITS AND REFRIGERATION EQUIPMENT AS REQUIRED. PROVIDE ALL ROOF, CEILING, WALL AND FLOOR PENETRATIONS AND PROVIDE FOR UTILITY ACCESS IF REQUIRED FOR COMPLETE SYSTEMS INSTALLATIONS. AFTER INSTALLATION, SEAL ALL ROOF, CEILING, WALL AND FLOOR PENETRATIONS IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. PROVIDE ALL DUCT FIRE SEPARATIONS, ENCLOSURES, WRAPPINGS, CLEANOUTS, ETC., IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND FIRE CODES. GENERAL CONTRACTOR IS TO PROVIDE TO BOELTER, LLC. ALL MECHANICAL, ELECTRICAL AND ANY SPECIAL INSTALLATION REQUIREMENTS OF ALL OWNER SUPPLIED AND/OR EXISTING FOOD/BEVERAGE EQUIPMENT COVERED BY/OR INCLUDED IN THE DESIGN DRAWINGS. ALL KITCHEN AND BAR EQUIPMENT SHALL BE FURNISHED (UNLESS NOTED OTHERWISE) AND INSTALLED BY THE KITCHEN CONTRACTOR WITH PLUMBING, ELECTRICAL AND HVAC ROUGH-INS AND FINAL HOOK-UP BY THE APPROPRIATE TRADES. THE MILLWORK CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF KITCHEN AND BAR EQUIPMENT THAT IS TO BE HOUSED WITHIN THE MILLWORK FIXTURE WHICH IS WITHIN THE SCOPE OF THEIR CONTRACT. ALL EXPOSED BASES TO BE FINISHED SAME AS FINISH FLOOR UNLESS OTHERWISE INDICATED, IF APPLICABLE. VERIFY FACE AND TOP FINISHED (WHERE BASES ARE EXPOSED) WITH ARCHITECT, GENERAL CONTRACTOR AND OWNER. WHERE NOISE OR VIBRATION PRODUCING EQUIPMENT IS LOCATED ADJACENT TO DINING AREAS, PROVISIONS SHOULD BE MADE TO "DOUBLE STUD" AND/OR SOUND PROOF COMMON WALL BY GENERAL CONTRACTOR. ALL WORK SHALL BE ERECTED SQUARE, PLUMB, LEVEL AND TRUE TO A LINE. WHERE NECESSARY MILLWORK SHALL BE SCRIBED TO FLOOR, WALL AND CEILINGS FOR A FINISHED INSTALLATION. GENERAL CONTRACTOR IS TO PROVIDE AND INSTALL THE FOLLOWING ITEMS "A" THRU "G" SHOWN ON THESE PLANS. A.IF METAL STUDS ARE USED FOR WALL CONSTRUCTION, REFER TO "GENERAL CONSTRUCTION" SHEET(S) FOR TYPE AND LOCATION(S) OF WALL BACKING. B.OPENINGS OR RECESSES IN FLOORS AND WALLS FOR INSTALLATION OF DRAINS, TROUGHS, CONTROL PANELS, ETC. REFER TO PLANS FOR LOCATION, SIZES AND DETAILS OF REQUIRED OPENINGS. C.OPENINGS THRU FINISHED CEILING IF/AS REQUIRED AND THRU ROOF FOR CONNECTION OF KITCHEN EQUIPMENT TO ROOFTOP EQUIPMENT. THIS WORK SHALL INCLUDE BUT NOT BE LIMITED TO STRUCTURAL SUPPORTS IF/AS REQUIRED, LEVELED AND SQUARED CURBS AND FLASHING AGAINST LEAKS. VERIFY SIZES AND WEIGHTS OF ROOFTOP EQUIPMENT WITH MANUFACTURER'S SHOP DRAWINGS. D.ALL ENCLOSURE PANELS FROM TOP OF WALK-IN COOLER(S)/FREEZER(S) AND EXHAUST VENTILATOR(S) TO FINISHED CEILING. E.A TRANSIT LEVELED FINISHED FLOOR WITH INTEGRAL INSULATION FOR WALK-IN COOLER(S)/FREEZER(S) WHICH ARE DESIGNED TO SET UPON A FINISHED FLOOR. F.A TRANSIT LEVELED AND TROWELED SMOOTH RECESSED FLOOR FOR WALK-IN COOLER(S)/FREEZER(S) WITH INTEGRAL FLOORS AND NO RAMPS. REFER TO PLANS FOR LOCATION(S) AND DETAILS. G.WHERE REQUIRED BY LOCAL CODES, SPRINKLER HEADS IN WALK-IN COOLER(S)/ FREEZER(S) WILL BE PROTECTED FROM FREEZING. GENERAL CONTRACTOR IS TO CLEAR ALL EQUIPMENT OF ANY DEBRIS, DUST AND LITTER GENERATED BY THEIR SUB-CONTRACTORS. ALL DIMENSIONS LABELED "HOLD" OR "CRITICAL" MUST BE MAINTAINED TO THAT SPECIFIC FINISHED DIMENSION. ALL CORNERS MUST BE MAINTAINED AT TRUE 90 DEGREES OR AS SPECIFIED TO ACCEPT EQUIPMENT. ANY TRIM OR MODIFICATION NECESSARY TO MAKE EQUIPMENT FIT DUE TO NON-ADHERENCE TO SPECIFIED DIMENSION IS TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR AT THEIR EXPENSE. GENERAL CONTRACTOR IS TO PROVIDE APPROVED PLYWOOD OR STEEL BACKING BEHIND ALL WALL SHELVES, HAND SINKS, GLASS RACK SHELVES, HOSE/PRE-RINSES AND TABLE CANTILEVERS. SEE PLANS FOR ADDITIONAL BACKING AND LOCATIONS. GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT TO HANG VENTILATOR HOODS, BAR SOFFITS AND OTHER CEILING SUPPORTED EQUIPMENT. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL PVC (OR EMT PER CODE) SLEEVE CHASES FOR REMOTE REFRIGERATION LINES AND/OR BEVERAGE LINES AS INDICATED IN THESE PLANS. PROVIDE ALL STRUCTURAL PENETRATIONS REQUIRED FOR COMPLETE INSTALLATION(S). SEAL ALL STRUCTURAL PENETRATIONS AFTER INSTALLATION(S) AS REQUIRED, INCLUDING ANY REQUIRED FIRE CAULKING AND/OR FIRE COLLARS. ANGLE OF SLEEVE ELBOW SHALL NOT BE MORE ACUTE THAN 60 DEGREES. GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR MUST TAKE CARE WITH MURIATIC ACID & ITS FUMES AROUND WALK-IN COOLERS OR OTHER ALUMINUM EQUIPMENT -PROP DOORS OPEN UNTIL ACID IS DRY. ANY DAMAGE OR DISCOLORATION CAUSED BY THIS WORK WILL RESULT IN REPLACEMENT OF EQUIPMENT AT YOUR EXPENSE. VENTILATION EQUIPMENT NOTES THE WORK PERFORMED UNDER THE PLUMBING CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST CODES, RULES AND REGULATIONS OF THE LOCAL AND/OR STATE ORDINANCES, HEALTH DEPARTMENT, FIRE MARSHALL OR ANY JURISDICTIONAL AUTHORITY. ALL PLUMBING ROUGH-INS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN ON BOELTER, LLC. PLANS ONLY. PLUMBING CONTRACTOR ALSO TO PROVIDE ANY ADDITIONAL FLOOR DRAINS AND BUILDING PLUMBING REQUIREMENTS. SEE ARCHITECT, MECHANICAL ENGINEERING PLANS, GENERAL CONTRACTOR OR OWNER. ALL HORIZONTAL DIMENSIONS SHOWN ARE CUMULATIVE FROM FINISHED FACE OR WALLS OR COLUMN GRID CENTERS OR FROM CENTERLINE OF ROUGH-IN TO CENTERLINE OF ROUGH-IN UNLESS OTHERWISE NOTED ON PLANS AND DETAILS. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE OF ROUGH-IN. ALL "STUB-UP" INDICATED TO STUB-UP A MAXIMUM OF 5" ABOVE FINISHED BASE OR FLOOR BUT NOT TO INTERFERE WITH THE INSTALLATION OF FIXTURES. ALL FLOOR SINKS INDICATED HALF-IN AND HALF-OUT OF BASE TO BE FLUSH WITH FINISHED FLOOR. ALL FULLY OR PARTIALLY EXPOSED FLOOR SINKS TO BE PROVIDED WITH COVERS BY PLUMBING CONTRACTOR. IN THE EVENT LOCAL CODES REQUIRE FLOOR SINKS TO BE ABOVE OR BELOW FINISHED FLOOR LEVEL, PLUMBER SHALL COMPLY WITH LOCAL CODES AND NOTIFY BOELTER, LLC. IMMEDIATELY OF SUCH REQUIREMENTS. PLUMBER TO MAKE ALL EXTERNAL AND INTERNAL CONNECTIONS AND PROVIDE ALL PIPINGS, FITTINGS, VALVES & PARTS, PRESSURE REGULATORS, ETC., NECESSARY TO MAKE EQUIPMENT FUNCTIONAL. PLUMBER TO PROVIDE GATE VALVES ON ALL WATER AND GAS LINES AND WADE SHOCKSTOPS (NO. W5 OR EQUAL) ON GLASS FILLERS. PLUMBER TO PROVIDE FAUCETS AND DRAINS FOR JANITOR SINKS AND RESTROOM SINKS UNLESS SPECIFIED TO THE CONTRARY. CONTRACTOR SHALL SUPPLY TAIL PIECES, TRAPS, AND SINK DRAIN FITTINGS FOR KITCHEN EQUIPMENT UNLESS OTHERWISE SPECIFIED. FAUCETS AND LEVER DRAINS FOR KITCHEN EQUIPMENT FURNISHED BY BOELTER, LLC. AND INSTALL BY PLUMBER UNLESS OTHERWISE SPECIFIED. PLUMBER TO PROVIDE ALL DRAIN LINES FOR SINKS, DISHWASHER, REFRIGERATION CONDENSATION, WALK IN COOLERS/FREEZERS AND DIRECT & INDIRECT WASTE. DRAIN LINES TO BE NO SMALLER THAN STUB-OUT OF FIXTURE ITSELF AND TO BE RUN IN SUCH A MANNER AS TO NOT INTERFERE WITH EQUIPMENT. PLUMBING CONTRACTOR TO FURNISH AND/OR INSTALL PIPING AND FITTINGS, INCLUDING ALL NECESSARY SHUT-OFF VALVES, GATE VALVES, SHOCK ARRESTORS, TRAPS, TAIL PIECES, WATER LINE STRAINERS, GAS VALVES, PRESSURE REGULATORS FOR EQUIPMENT AND ETC. WATER PROVIDED TO COFFEE AND ICE MAKING EQUIPMENT MUST NOT FEED OFF WATER SOFTENERS UNLESS OTHERWISE NOTED. - SEE WATER QUALITY NOTES REGARDING STEAMERS. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL AUTOMATIC GAS SHUT-OFF VALVE TO ALL COOKING EQUIPMENT. VALVE INSTALLATION TO BE COORDINATED BY PLUMBER & ELECTRICIAN WITH FIRE PROTECTION AGENCY. PLUMBING CONTRACTOR TO VERIFY MECHANICAL REQUIREMENTS FOR EXISTING EQUIPMENT AND EQUIPMENT SUPPLIED BY OTHERS OR OWNER. NOT USED PLUMBING CONTRACTOR IS TO INSTALL QUICK DISCONNECTS AND SAFETY RESTRAINING DEVICES. BOELTER, LLC. TO PROVIDE GAS QUICK DISCONNECT HOSES FOR MOBILE COOKING EQUIPMENT, UNLESS OTHERWISE NOTED. IF LOCATIONS OF PIPING, ETC. CAN NOT BE LOCATED AS PER PLANS BECAUSE OF BUILDING STRUCTURE, ETC., PLEASE NOTIFY BOELTER, LLC. AT ONCE FOR CLARIFICATION. VERIFY ALL LOCAL HEALTH AND PLUMBING CODES IF WASTES SHOULD BE DIRECT OR INDIRECT. STEAM PRESSURE, IF REQUIRED, SHOWN ON ALL DRAWINGS IS FOR MINIMUM AT EQUIPMENT, NOT AT BOILER. PLUMBING CONTRACTOR TO DETERMINE PRESSURE DROPS IN LINE AS REQUIRED TO MAKE EQUIPMENT FUNCTION PROPERLY PLUMBING CONTRACTOR TO PROVIDE AND INSTALL PRESSURE REGULATORS FOR STEAM LINES, IF REQUIRED PLUMBING CONTRACTOR TO VERIFY WITH LOCAL CODES IF CLEAN WATER WASTES ARE REQUIRED TO BE RUN TO STORM SEWERS. PLUMBING CONTRACTOR TO SUPPLY GAS REGULATORS TO REGULATE GAS PRESSURE TO 6" WATER COLUMN PRESSURE FOR ALL COOKING EQUIPMENT UNLESS OTHERWISE SPECIFIED. ALL PIPING TO BE CONCEALED WITHIN WALL STUBBED OUT AT POINT OF CONNECTION. WATER CONSUMPTION FOR WATER-COOLED COMPRESSOR IS APPROXIMATELY 1.5 GPH PER 12,000 BTU'S FOR 1 TON. ALL STUB-OUTS TO BE PROPERLY SEALED TO PREVENT VERMIN INFESTATION. ALL PIPING UNDER EQUIPMENT TO BE FASTENED TO BOTTOM STRUCTURE OF EQUIPMENT TO MAXIMIZE CLEARANCE FOR CLEANING. PLUMBING CONTRACTOR TO LIGHT ALL PILOT LIGHTS ON ALL FOOD SERVICE EQUIPMENT PRIOR TO CALIBRATION AND TESTING OF EQUIPMENT BY SERVICE AGENCY. PLUMBING CONTRACTOR TO SUPPLY & INSTALL ALL MIXING VALVES FOR HAND SINKS & HOSE REELS. THE WORK PERFORMED UNDER THE ELECTRICAL CONTRACT SHALL BE IN FULL ACCORDANCE WITH THE LATEST CODES, RULES AND REGULATIONS OF THE LOCAL AND/OR STATE ORDINANCES, HEALTH DEPARTMENT, FIRE MARSHALL OR ANY JURISDICTIONAL AUTHORITY. ELECTRICAL OUTLETS AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN ON BOELTER, LLC.'S PLANS ONLY. SEE ARCHITECT'S AND ELECTRICAL ENGINEER'S PLANS FOR OTHER BUILDING ELECTRICAL REQUIREMENTS. ALL HORIZONTAL DIMENSIONS SHOWN ARE CUMULATIVE FROM FINISHED FACE OF WALLS OR FROM CENTERLINE OF ELECTRICAL BOX TO CENTERLINE OF ELECTRICAL BOX. ALL VERTICAL DIMENSIONS ARE FROM FINISHED FLOOR TO CENTERLINE OF ELECTRICAL BOX. ALL "STUB-UP" INDICATED, TO STUB-UP A MAXIMUM OF 5" ABOVE FINISHED FLOOR OR CONCRETE BASE BUT NOT TO INTERFERE WITH THE INSTALLATION OF FIXTURES. THE SYMBOLS ON THE ELECTRICAL PLAN ARE TO INDICATE THE LOCATION AND TYPE OF CONNECTION ONLY. ELECTRICAL CONTRACTOR TO PROVIDE CIRCUITS AND CONDUIT RUNS AS REQUIRED. PLANS ARE PROVIDED FOR THE SOLE PURPOSE OF INDICATING THE LOCATIONS OF ROUGH-IN AND TYPE OF CONNECTION FOR EQUIPMENT AND ELECTRICAL LOAD. SUB- CONTRACTORS MUST COMPLY WITH ALL CODES RELATED TO THE INSTALLATION, WIRING AND HOOK-UP OF EQUIPMENT. WHERE SYMBOLS ARE INDICATED FOR A SOLID CONNECTION, A 6'-0" SECTION OF SEALTIGHT FLEX CONDUIT SHOULD BE STUBBED OUT AT THE PROPER LOCATIONS AND SHALL BE CONNECTED TO "J" BOXES LOCATED IN A CONVENIENT POSITION. IF LOCAL CODES DO NOT PERMIT THIS METHOD, PLEASE CONTACT DESIGNER OR EQUIPMENT CONTRACTOR. ELECTRICAL CONTRACTOR TO PROVIDE CAPS AND CORDS FOR ALL ITEMS THAT ARE NOT STANDARD WITH MANUFACTURER, AND SHORTEN ANY CORDS AS REQUIRED, I.E., FRYERS, TOASTER, BUN WARMERS, WARMING CABINETS, ETC. REFER TO KITCHEN EQUIPMENT CONTRACTOR SPECIFICATION BOOK AND DRAWING SCHEDULE FOR EQUIPMENT REQUIREMENTS. MOTOR(S) SUPPLIER TO PROVIDE THERMAL OVERLOAD PROTECTION AND MAGNETIC STARTERS. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL REQUIRED DISCONNECTS FOR ALL MOTORS. ALL SYSTEMS ELECTRICAL HOOK-UP BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND DO ANY INTERNAL WIRING OF FIXTURES AT FIELD JOINTS. REFER TO KITCHEN EQUIPMENT CONTRACTOR SHOP DRAWINGS & SPECIFICATION BOOK FOR DRAWING SCHEDULE AND EQUIPMENT REQUIREMENTS. ELECTRICAL CONTRACTOR TO SIZE ALL ELECTRICAL JUNCTION BOXES, REFRIGERATION PULL BOXES, CONDUIT AND ELECTRICAL CONVENIENCE OUTLETS LOCATED IN WALL. FIXTURE FABRICATOR TO LOCATE ALL CONVENIENCE OUTLETS AND SWITCHES WHEN THEY ARE PART OF FIXTURE, BUT INTERNAL WIRING FOR SUCH BOXES TO BE INSTALLED AND SUPPLIED BY ELECTRICAL CONTRACTOR. WHEREVER ACCESS IS NOT AVAILABLE FOR THE ELECTRICAL FIXTURE, FABRICATOR IS TO INSTALL SUITABLE CONDUIT FOR THE RUNNING OF SUCH LINES. ELECTRICAL CONTRACTOR TO PROVIDE AND FIELD MOUNT ALL JUNCTION BOXES LOCATED IN ACCESS AREAS OF FIXTURES. ELECTRICAL CONTRACTOR TO PROVIDE POWER AT COMPRESSOR AREAS FOR COMPRESSORS AS LISTED ON KITCHEN EQUIPMENT SCHEDULE AND REFRIGERATION PLAN. IF AUTOMATIC DEFROST SYSTEMS ARE USED FOR WALK-IN COOLER(S)/FREEZER(S), PROVIDE 4-WIRE SERVICE FROM COMPRESSOR(S) TO UNIT. IF COMPRESSOR(S) ARE LOCATED OUTSIDE, ALL ELECTRICAL SHALL BE WEATHER PROOF. ELECTRICIAN TO PROVIDE CONTROL WIRING FOR SOLENOIDS AT COILS. ALL REFRIGERATION ELECTRICAL HOOK-UPS BY ELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED. ELECTRICAL CONTRACTOR TO PROVIDE POWER ON ROOF (WEATHER PROOF) AND CONNECT EXHAUST FANS AND MAKE-UP AIR FANS AND LOCATE SWITCHES WITH RED PILOT LIGHT WHERE SHOWN ON ELECTRICAL PLAN OR AS DIRECTED BY VENTILATION CONTRACTOR. ALL EXHAUST FANS AND MAKE-UP AIR FAN(S) FOR ANY ONE HOOD TO BE SIMULTANEOUSLY TURNED ON UNLESS OTHERWISE INDICATED. ELECTRICAL CONTRACTOR TO WIRE EXHAUST AND MAKE-UP FANS TO BREAKER UNLESS OTHERWISE SPECIFIED. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL SWITCHES FOR HOOD LIGHTS AND PROVIDE LIGHT BULBS AS REQUIRED. ELECTRICAL CONTRACTOR TO SUPPLY LIGHT BULBS FOR ANY EQUIPMENT AS REQUIRED. ELECTRICAL CONTRACTOR TO CONNECT LIGHTS, BLOWER COILS, DOOR HEATERS FOR WALK-IN COOLER(S)/FREEZER(S) AND PROVIDE LIGHT BULBS FOR LIGHTING FIXTURES. MOUNT LIGHT FIXTURES WHERE REQUIRED. NO WALK-IN INTERIOR CONDUIT RUNS ARE ALLOWED. ELECTRICAL CONTRACTOR TO PROVIDE STAINLESS STEEL COVER PLATES FOR ANY FULLY OR PARTIALLY EXPOSED PULL BOXES AND/OR ELECTRICAL ACCESS BOXES AND TO PROVIDE STAINLESS STEEL COVER PLATES FOR ALL CONVENIENCE OUTLETS. ELECTRICAL CONTRACTOR TO PROVIDE A SEPARATE CIRCUIT(S) WITH ISOLATED GROUND(S) FOR CASH REGISTER(S) AND/OR PRE-CHECK SYSTEM(S), PROVIDE SEPARATE OPEN CONDUIT AND JUNCTION BOXES FOR DATA LINES FOR ABOVE SYSTEM(S). PROVIDE A SEPARATE ELECTRICAL PANEL IF REQUIRED. VERIFY ALL SYSTEM REQUIREMENTS WITH OWNER AND/OR SYSTEMS SUPPLIER. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS WITH EXISTING EQUIPMENT AND EQUIPMENT SUPPLIED BY OTHERS AND/OR OWNER. ELECTRICAL CONTRACTOR TO WIRE MAIN GAS SHUT-OFF VALVE TO FIRE PROTECTION SYSTEM (IN-HOUSE OR REMOTE LOCATION), VENTILATOR EXHAUST AND MAKE-UP AIR FANS TO SHUT OFF GAS IN CASE OF FIRE. VERIFY WITH LOCAL FIRE CODES HAVING JURISDICTION. COORDINATE WITH PLUMBING CONTRACTOR & FIRE PROTECTION CONTRACTOR. ELECTRICAL CONTRACTOR TO WIRE LIMIT SWITCH TO DISHWASHER CONVEYOR DRIVE IF REQUIRED. ELECTRICAL CONTRACTOR TO SUPPLY CONTACTOR OR LOW VOLTAGE SHUT-OFF FOR ELECTRICAL COOKING EQUIPMENT. INTER-WIRE WITH FIRE PROTECTION SYSTEM AND/OR REMOTE MONITORING SYSTEM TO SHUT OFF ELECTRIC COOKING EQUIPMENT IN CASE OF FIRE. VERIFY WITH LOCAL FIRE CODES. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO EQUIPMENT AFTER EQUIPMENT IS IN PLACE. ANY ACCESS COVER REMOVED FOR PURPOSES OF MAKING INTERNAL FIELD JOINT ELECTRICAL CONNECTIONS MUST BE REPLACED WITH ALL FASTENERS INTACT. ELECTRICAL CONTRACTOR TO MOUNT SOLENOID(S) FOR REMOTE REFRIGERATED TABLES AS REQUIRED. SOLENOID(S) ARE SHIPPED LOOSE WITH EQUIPMENT. ELECTRICAL HOOK-UP BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO FIELD MOUNT SUPPLIED EQUIPMENT SWITCHES OR CONTROL PANELS AS REQUIRED. SEE KITCHEN EQUIPMENT CONTRACTOR SPECIFICATION BOOK AND DRAWING SCHEDULE FOR EQUIPMENT REQUIREMENTS. ELECTRICAL CONTRACTOR TO SUPPLY "MUD RING" EXTENSIONS ON ELECTRICAL BOXES AS REQUIRED THRU STAINLESS STEEL WALL PANELS UNDER EXHAUST HOODS AND EQUIPMENT BACKSPLASHES. THE EQUIPMENT SPECIFICATION BOOKLET IS AN INTEGRAL PART OF THESE PLANS. THIS BOOK SHOULD BE USED TO INTERPRET PLAN REQUIREMENTS. IT CONTAINS INFORMATION THAT WILL AFFECT YOUR BID. ALL BIDDERS SHALL FULLY INSPECT THE SITE AND EXISTING CONDITIONS INCLUDING ALL UTILITY SERVICES AND EXISTING ELECTRICAL WIRING AND PLUMBING PRIOR TO SUBMISSION OF BID. ALL BIDDERS SHALL VERIFY ALL DIMENSIONS AND REQUIREMENTS, BEFORE ANY WORK BEGINS AND NOTE ANY DISCREPANCIES IN WRITING TO BOELTER, LLC. PROCEEDING WITH THE WORK SHALL CONSTITUTE ACCEPTANCE BY THE BIDDER THAT DIMENSIONS AND CONDITIONS ARE CORRECT AND THE BIDDER SHALL ASSUME FULL RESPONSIBILITY FOR THE SAME, AND THE FOLLOWING: -REPAIRING ANY DAMAGE CAUSED BY THEIR WORK. -REPLACING ANY ACCESS PANELS REMOVED FOR THE PURPOSE OF MAKING UTILITY CONNECTIONS. -RETURNING EQUIPMENT MOVED TO MAKE UTILITY CONNECTIONS TO ORIGINAL LOCATION. UNLESS OTHER PROVISIONS ARE MADE AND/OR INDICATED ON PLAN, GENERAL AND/OR HVAC CONTRACTOR TO PROVIDE TEMPERED MAKE-UP AIR FOR EXHAUST HOODS IN ACCORDANCE WITH REQUIREMENTS INDICATED ON BOELTER, LLC.'S FOODSERVICE AND/OR MECHANICAL ENGINEER'S DRAWINGS. HVAC CONTRACTOR TO PROVIDE MAKE-UP AIR SYSTEM AND HAVE SUFFICIENT CAPACITY TO MAKE UP 100% OF THE AIR BEING EXHAUSTED AND SHALL BE BALANCED TO MAKE UP 80-90% OF THAT AIR. MAKE-UP AIR SHALL BE DELIVERED IN THE PROXIMITY OF THE EXHAUST SYSTEM IN A MANNER AS NOT TO CREATE UNDUE AIR TURBULENCE IN THE WORK AREA UNLESS OTHERWISE INDICATED. MAKE-UP AIR SYSTEM SHALL BE CAPABLE OF DELIVERING AIR AT 70 DEGREES F., UNLESS OTHERWISE INDICATED. GENERAL CONTRACTOR TO CUT OR PROVIDE HOLES THROUGH CEILING, ROOF AND WALL FOR DUCTS, ETC. IN ACCORDANCE WITH LOCAL FIRE AND BUILDING CODES AND IN ACCORDANCE WITH DUCT SIZES SPECIFIED BY BOELTER, LLC.'S FOODSERVICE OR MECHANICAL ENGINEER'S DRAWINGS. GENERAL CONTRACTOR IS ALSO TO PROVIDE ALL DUCT FIRE SEPARATIONS, ENCLOSURES, WRAPPINGS, ETC. AS MAY BE REQUIRED BY LOCAL BUILDING AND FIRE CODES. IN THE EVENT A COMPRESSOR ROOM IS NECESSARY, THERE SHALL BE PROVIDED TO THE ROOM, 1200 CFM OF AIR PER EVERY 1 HP OF COMPRESSOR (FOR REMOTE CONDENSER INSTALLATIONS, 400 CFM/HP) TO BE INTRODUCED TO THE COMPRESSOR ROOM AND BLOWN DOWN ACROSS THE FACE OF THE COMPRESSORS WITH PROPER GRILLS IN WALLS AND/OR DOOR TO EXHAUST SAME AMOUNT OF AIR FOR AIR COOLED COMPRESSORS ONLY. IF COMPRESSOR ROOM WILL EXCEED 100 DEGREES F. AT ANY TIME, THE AIR INTRODUCED IN MUST BE COOLED. HVAC CONTRACTOR TO VERIFY ALL HOOD EXHAUST REQUIREMENTS & DUCT SIZES WITH MECHANICAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. CONTACT MECHANICAL ENGINEER(S) WITH CONFLICTING INFORMATION FOR RESOLUTION. HVAC CONTRACTOR IS TO PROVIDE DUCT WORK, FANS, VOLUME DAMPERS, BACKDRAFT DAMPERS FOR VENTILATORS AND DISHWASHER EXHAUST, CONNECT AT 6" ABOVE FINISHED CEILING UNLESS OTHERWISE INDICATED. FINAL CONNECTIONS BY HVAC CONTRACTOR. GENERAL CONTRACTOR TO PROVIDE SPRINKLERS IN ALL DUCT WORK AS REQUIRED BY LOCAL CODES. ANY FLOW VALVES OR TAMPER VALVES REQUIRED BY CODE FOR DUCT SPRINKLING TO BE PROVIDED BY SPRINKLER CONTRACTOR. ALL EXHAUST HOODS & STAINLESS STEEL WALL PANELS, UNLESS NOTED OTHERWISE, ARE SUPPLIED BY BOELTER, LLC. AND INSTALLED BY THE GENERAL CONTRACTOR. ALL CONTROLS FOR FANS AND MAKE-UP AIR BY HVAC CONTRACTOR UNLESS NOTED OTHERWISE. DRAWING INDEX SPECIAL NOTE: THE ABOVE INFORMATION COVERS A WIDE ARRAY OF KITCHEN APPLICATIONS. THESE NOTES SUPPLEMENT THE UNDERLYING DRAWINGS, EQUIPMENT SPECIFICATION BOOKLET AND ANY OTHER ARCHITECTURAL / ENGINEERING / OWNER SUPPLIED INFORMATION. BOELTER, LLC. ASSUMES NO RESPONSIBILITY FOR RELIANCE BY ANY PARTY FOR INFORMATION CONTAINED IN THESE NOTES. ANY QUESTIONS REGARDING THESE NOTES SHOULD BE DIRECTED TO BOELTER, LLC. A AMPERES AFF ABOVE FINISH FLOOR ARCH ARCHITECT C CIRCUIT CFM CUBIC FEET PER MINUTE CL CENTER LINE CLG CEILING COMP COMPRESSOR / CONDENSING UNIT COMP COMPARTMENT CONN CONNECTION CR CONDENSATE RETURN CW COLD WATER CWR COLD WATER RETURN DEG DEGREE DIA DIAMETER DR DUPLEX RECEPTACLE DW DIRECT WASTE DWG DRAWING EA EACH EC ELECTRICAL CONTRACTOR EDC EXHAUST AIR DUCT EL ELEVATION ELEC ELECTRICAL EQUIP EQUIPMENT F FAHRENHEIT FD FLOOR DRAIN FFD FUNNEL FLOOR DRAIN FFE FINISHED FLOOR ELEVATION FLR FLOOR FS FLOOR SINK FS FOODSERVICE FSEC FOODSERVICE EQUIPMENT CONTRACTOR FSFG FLOOR SINK FULL GRATE FSHG FLOOR SINK HALF GRATE ABBRV.DESCRIPTION GENERAL ABBREVIATIONS G1 G2 G3 G4 G5 G6 G7 G8 G9 G10 G11 G12 G13 G14 G15 G16 G17 G18 G19 G20 G21 G22 G23 G24 G25 G26 G27 G28 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 E1 E2 E3 E4 E5 E6 E7 E8 E9 E10 E11 E12 E13 E14 E15 E16 E17 E18 E19 E20 E21 E22 E23 E24 E25 E26 E27 A1 A2 A3 V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 G GAS GC GENERAL CONTRACTOR GPH GALLONS PER HOUR HORIZ HORIZONTAL HP HORSEPOWER HT HEIGHT HVAC HEATING VENTILATION & AIR CONDITIONING HW HOT WATER ID INSIDE DIMENSION IW INDIRECT WASTE JB JUNCTION BOX KEC KITCHEN EQUIPMENT CONTRACTOR KIT KITCHEN KW KILOWATT MAX MAXIMUM MBTUH THOUSAND BRITISH THERMAL UNITS PER HOUR MC MECHANICAL CONTRACTOR MFR MANUFACTURER MIN MINIMUM MTL METAL NAT NATURAL NO.NUMBER NTS NOT TO SCALE OPP OPPOSITE PC PLUMBING CONTRACTOR PH PHASE PLBG PLUMBING POS POINT OF SALE PREP PREPARATION PSI POUNDS PER SQUARE INCH QR QUADRUPLEX RECEPTACLE OUTLET QTY QUANTITY RAD RADIUS RC REFRIGERATION CONTRACTOR REF REFERENCE REQD REQUIRED REV REVISION RFD RUN TO FLOOR DRAIN RI ROUGH-IN S STEAM SUPPLY SC SPECIAL CONDITIONS SDC SUPPLY AIR DUCT SEC SECTION SIM SIMILAR SPSR SPECIAL PURPOSE OUTLET SPWG STATIC PRESSURE WATER GAUGE SR SINGLE RECEPTACLE OUTLET SS STAINLESS STEEL STD STANDARD STL STEEL SW SWITCH SYM SYMMETRICAL TEL TELEPHONE TYP TYPICAL V VOLTS VFY VERIFY W WATTS WB WALL BACKING W/WITH WC WATER COLUMN SHEET DESCRIPTION FS010 FOODSERVICE COVER SHEET FS100 FOODSERVICE EQUIPMENT PLAN FS200 FOODSERVICE PLUMBING ROUGH-IN PLAN FS300 FOODSERVICE ELECTRICAL ROUGH-IN PLAN FS400 FOODSERVICE SPECIAL CONDITIONS PLAN FS500 FOODSERVICE DETAILS 7120 Northland Terrace N. Minneapolis, MN 55428 Phone: 763.544.8800 Fax: 763.544.7949 www.boelter.com THIS DRAWING IS THE PROPERTY OF THE BOELTER COMPANIES AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT MODIFIED, REVISED, REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, EXCEPT WITH THE CONSENT OF AND UNDER THE SUPERVISION OF THE BOELTER COMPANIES. SHEET PROJECT REVISIONS ISSUE DATE DRAWN BY SHEET NO. 10 / 1 7 / 2 0 2 4 1 0 : 1 2 : 0 3 A M FOODSERVICE COVER SHEET CABANA ANA'S SPRING PARK, MN PROJECT NUMBER:22-311-71 5/7/2024 RICARDO CAMARENA FS010 REV. DATE DESCRIPTION REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. 5 18 " 2 4 " x 5 18 " 3 6 " x 5 24" 60"x 5 24" 60"x 5 24 " 4 8 " x 5 24 " 4 8 " x 4 24 " 4 2 " x 5 24" 72"x 5 24" 72"x 5 24" 72"x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24" 60"x 5 24" 60"x 5 24" 72"x 5 24" 60"x 5 24 " 6 0 " x 5 18" 48"x 5 18" 48"x 5 14" 48"x 5 18" 60"x WALK-IN COOLER/FREEZER CONDENSING UNITS, HOOD EXHAUST FANS, AND HOOD MUA UNITS SHOWN FOR REFERENCE ONLY. VERIFY MOUNTING LOCATION WITH ARCHITECT. 1.1 87.1 31.3 31.4 2.1 = EXISTING EQUIPMENT TO REMAIN REF FRZ LOW WALL POS HS PIZZA OVEN PIZZA PREP WALK-IN COOLER - INTERNAL FLOOR W/ RAMP REF BEER WALK-IN BEER COOLER -INTERNAL FLOOR W/ RAMP SODA SYSTEM T PICK-UP / CASHIER REF CO2 HAND SINK SOILED DISH DROP-OFF 3-COMP SINK CLEAN DISH REF COMBI 1 3 3 3 6 7 9 11 1.2 12 13 13 14 14 16 17 22 24 26 13 29 28 31L 31.1 31.2 32 37 33 45 46 49 59 61 62 6364 66 66.1 66.2 67 697677 78 82 88 87.2 27 77 23 EXPO COUNTER 87 13 WALK-IN FREEZER - INTERNAL FLOOR W/ RAMP ICE 83 84 52 53 54 61 66 66.1 66.2 67 64 77 77 CUT TABLE 65 2.2 2 47 3' - 1 " CAFE BAKERY DISPLAY ICE 3' - 0" 40 18 33 23 ORDER WINDOW 77 PICK UP 36 3' - 3" DRY STORAGE 23 HAND SINK HAND SINK HAND SINK HAND SINK 20 GLASS GUARD (BY OTHERS) MIXER ICE CREAM 3-COMP GLASS WASHER 23 BUTCHER BLOCK TABLE S/S TABLE DOUGH SHEETER (LVO SM224) 13 13 212122 19 SODA SODA 60 15 77 HS S/S TABLE S/S TABLE 35 5' - 2 " 13 13 13 3' - 2 " CONVEYOR SHRINKS WHEN NOT IN USE 2 3' - 0" 2 91 88 3 2 13 3' - 0" 3' - 0 " 48 48 2 2 2 86 85 30 51 58 71 56 70 68 66.1 66.2 80 88.1 31R ELEVATOR CONTROL UTILITY HOTEL RECEPTION OFFICE MENS UTILITY WOMENS DINING ROOM ENTRY KITCHEN UNISEX ADA UNISEX 92 EXISTING 79 3' - 2" 48 57 55 REF 35"WX23"D GREASE TRAP BY OTHERS BELOW SHELVING UNIT FS100 23' - 1 " 4-7/8" SUPPORT WALL BY GC 4-7/8" SUPPORT WALL BY GC 3' - 7 " DRY STORAGE ELEC PANEL - SEE ARCH 13131313 34 10 32 38 95 94 93 MOP SINK & BUCKET BY OWNER/P.C. 13 3' - 0 " 13 13 13 13 25 HOT 6" 2' - 0 " 23" COMSTOCK CASTLE FRYER 8" 3' - 6 " 8" BEER CONDUIT STUB-UP INTO CABINET OPEN BOTTOM 56 54 53 52 79 8278 WALL BY GC FLOOR DRAIN & BEER CONDUIT BELOWFLOOR DRAIN BELOW OUTLETS FOR COFFEE EQUIPMENT MOUNT TO BACKPLASH 7120 Northland Terrace N. Minneapolis, MN 55428 Phone: 763.544.8800 Fax: 763.544.7949 www.boelter.com THIS DRAWING IS THE PROPERTY OF THE BOELTER COMPANIES AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT MODIFIED, REVISED, REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, EXCEPT WITH THE CONSENT OF AND UNDER THE SUPERVISION OF THE BOELTER COMPANIES. SHEET PROJECT REVISIONS ISSUE DATE DRAWN BY SHEET NO. 11 / 1 5 / 2 0 2 4 1 1 : 0 0 : 0 3 A M FOODSERVICE EQUIPMENT PLAN CABANA ANA'S SPRING PARK, MN PROJECT NUMBER:22-311-71 5/7/2024 RICARDO CAMARENA FS100 1/4" = 1'-0"1 FOODSERVICE EQUIPMENT PLAN - ROOF FOODSERVICE EQUIPMENT LIST ITEM NO.QTY DESCRIPTION SUPPLIER EQUIPMENT REMARKS 1 1 WALK-IN COOLER BOELTER 1.1 1 WALK-IN COOLER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. 1.2 1 WALK-IN COOLER EVAPORATOR COIL BOELTER 2 1 WALK-IN FREEZER BOELTER 2.1 1 WALK-IN FREEZER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. 2.2 1 WALK-IN FREEZER EVAPORATOR COIL BOELTER 3 6 WIRE SHELVING UNIT BOELTER 4-5 1 SPARE NO. BOELTER 6 1 SORTING SHELF - TUBULAR BOELTER 7 1 SOILED DISHTABLE WITH 3 COMP SINK BOELTER 8 1 SPARE NO. BOELTER 9 1 DISHWASHER, DOOR TYPE, LOW-TEMP ELECTRIC OTHERS (LEASED) VERIFY REQUIREMENTS WITH SUPPLIER 10 1 DUNNAGE RACK BOELTER 11 1 CLEAN DISH TABLE BOELTER 12 2 WALL SHELF BOELTER 13 19 WIRE SHELVING UNIT BOELTER 14 2 HAND SINK, WALL MOUNTED BOELTER 15 1 HOSE REEL BOELTER 16 1 WORKTABLE WITH PREP SINKS BOELTER 17 2 WALL SHELF BOELTER 18 1 40 QT MIXER BOELTER 19 1 WORK TABLE, WOOD TOP BOELTER 20 1 MOBILE WORKTABLE BOELTER 21 2 WORK TABLE BOELTER 22 4 WALL SHELF BOELTER 23 4 BUN PAN RACK BOELTER 24 1 UPRIGHT REACH-IN FREEZER, 1-DOOR BOELTER BOTTOM-MOUNT SELF-CONTAINED REFRIGERATION 25 1 2-WELL HEATED DROP-IN BOELTER 26 1 PASS-THRU SHELF BOELTER 27 1 HEAT LAMP BOELTER 28 1 SANDWICH PREP REFRIGERATOR BOELTER SELF-CONTAINED REFRIGERATION 29 1 WORKTABLE WITH HAND SINK BOELTER 30 1 PLATE CABINET BOELTER 31.1 1 HOOD CONTROL PANEL OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER 31.2 1 FIRE SUPPRESSION SYSTEM OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER 31.3 1 EXHAUST FAN OTHERS (M.C.) VERIFY LOCATION WITH ARCH. 31.4 1 MAKE-UP AIR UNIT OTHERS (M.C.) VERIFY LOCATION WITH ARCH. 31L 1 EXHAUST HOOD OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER 31R 1 EXHAUST HOOD OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER 32 1 COMBI-OVEN ON STAND WITH FILTER BOELTER 33 1 4 BURNER RANGE BOELTER 34 1 FRYER BOELTER 35 1 SALAMANDER BOELTER 36 1 GRIDDLE BOELTER 37 1 REFRIGERATED EQUIPMENT STAND BOELTER SELF-CONTAINED REFRIGERATION 38 1 CHARBROILER BOELTER 39-44 1 SPARE NO. BOELTER 45 1 CONVEYOR PIZZA OVEN, SINGLE DECK BOELTER 46 1 PIZZA PREP REFRIGERATOR BOELTER SELF-CONTAINED REFRIGERATION FOODSERVICE EQUIPMENT LIST ITEM NO.QTY DESCRIPTION SUPPLIER EQUIPMENT REMARKS 47 1 WORKTABLE BOELTER 48 6 WALL SHELF BOELTER 49 1 CAFE BISTRO COUNTER OTHERS (MWC) VERIFY REQUIREMENTS WITH SUPPLIER 50 1 SPARE NO. BOELTER 51 1 POS MACHINE OTHERS (OWNER'S VENDOR) VERIFY REQUIREMENTS WITH SUPPLIER 52 1 COFFEE GRINDER BOELTER 53 1 COFFEE BREWER BOELTER 54 1 ESPRESSO CAPPUCCINO MACHINE, AUTOMATIC BOELTER 55 1 UNDERCOUNTER REFRIGERATOR BOELTER 56 1 DROP-IN HAND SINK BOELTER 57 1 DIPPERWELL BOELTER 58 1 BLENDER OTHERS (OWNER) VERIFY REQUIREMENTS WITH SUPPLIER 59 1 ICE CREAM CABINET BOELTER 60 1 BLENDER STATION BOELTER 61 2 DRAINBOARD BOELTER 62 1 GLASSWASHER BOELTER 63 1 UNDERBAR DUMP SINK BOELTER 64 2 UNDERBAR HAND SINK BOELTER 65 1 UNDERBAR 3-COMP SINK BOELTER 66 2 ICE BIN WITH SPEED RAIL BOELTER 66.1 3 SODA GUN HOLDER BOELTER 66.2 3 SODA GUN OTHERS (OWNER'S VENDOR) VERIFY REQUIREMENTS WITH SUPPLIER 67 2 DRAINBOARD WITH SPEED RAIL BOELTER 68 1 CORNER DRAINBOARD BOELTER 69 1 LIQUOR DISPLAY BOELTER 70 1 ICE BIN WITH SPEED RAIL BOELTER 71 1 DRAINBOARD BOELTER 72-75 1 SPARE NO. BOELTER 76 1 UNDERBAR HAND SINK BOELTER 77 6 TRASH BIN OTHERS (OWNER'S VENDOR) 78 1 PASS-THRU REFRIGERATOR BOELTER SELF-CONTAINED REFRIGERATION 79 1 BEER TOWER WITH DRIP PAN BOELTER 80 1 ISLAND COUNTER OTHERS (MWC) VERIFY REQUIREMENTS WITH SUPPLIER 81 1 SPARE NO. BOELTER 82 1 PASS-THRU REFRIGERATOR BOELTER SELF-CONTAINED REFRIGERATION 83 1 ICE MACHINE WITH BIN & FILTER BOELTER 84 1 FLOOR TROUGH BOELTER 85 1 BEER SYSTEM POWER PAK BOELTER SELF-CONTAINED REFRIGERATION 86 1 SODA SYSTEM - BAG IN A BOX OTHERS (OWNER'S VENDOR) VERIFY REQUIREMENTS WITH SUPPLIER 87 1 WALK-IN BEER COOLER BOELTER 87.1 1 WALK-IN BEER COOLER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. 87.2 1 BEER COOLER EVAPORATOR COIL BOELTER 88 2 KEG RACK BOELTER 88.1 1 DUNNAGE RACK BOELTER 89 1 SPARE NO. BOELTER 90 1 SPARE NO. BOELTER 91 1 DOUGH SHEETER WITH CUTTER OTHERS (OWNER) VERIFY REQUIREMENTS WITH SUPPLIER 92 1 WATER HEATER OTHERS (PC) VERIFY REQUIREMENTS WITH SUPPLIER 93 1 WATER HEATER EXISTING 94 1 UPRIGHT REACH-IN REFRIGERATOR, 1-DOOR FUTURE SELF-CONTAINED REFRIGERATION 95 1 REFRIGERATED SELF-SERVE CASE BOELTER SELF-CONTAINED REFRIGERATION 1/4" = 1'-0"4 FOODSERVICE EQUIPMENT PLAN - KITCHEN & BAR 1/2" = 1'-0"2 ISLAND COUNTER REV. DATE DESCRIPTION 1 6/28/2024 REVISION 1 2 7/9/2024 REVISION 2 3 7/19/2024 REVISION 3 4 8/7/2024 REVISION 4 5 8/21/2024 REVISION 5 6 9/6/2024 REVISION 6 7 10/02/2024 REVISION 7 8 10/17/2024 REVISION 8 9 10/31/2024 REVISION 9 11/15/2024 REVISION 10 REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. 5 18 " 2 4 " x 5 18 " 3 6 " x 5 24" 60"x 5 24" 60"x 5 24 " 4 8 " x 5 24 " 4 8 " x 4 24 " 4 2 " x 5 24" 72"x 5 24" 72"x 5 24" 72"x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24" 60"x 5 24" 60"x 5 24" 72"x 5 24" 60"x 5 24 " 6 0 " x 5 18" 48"x 5 18" 48"x 5 14" 48"x 5 18" 60"x High-pressure gas cannot be used. PLUMBING CONTRACTOR to regulate gas pressure to provide between 6" & 14" w.c. gas pressure before the regulator at the equipment. Then regulate the pressure down to pressure recommended by the appliance manufacturer. GENERAL MECHANICAL ROUGH-IN NOTES 1. All final connections shown on this drawing are actual requirements of the equipment and are shown in their approximate location. Plumbing vent sizes and locations are to be determined by the PLUMBING CONTRACTOR. Floor drains shown are for equipment use and general cleaning purposes, and are to be of the type indicated in symbols unless otherwise required by local codes. PLUMBING CONTRACTOR to supply all valves, regulators, traps, tail pieces and other material required to make final connections. Stop valves shall be provided in all piping to kitchen and other equipment or fixtures ahead of operating lever handles or faucets. 2. 3. 4. 5. All vertical dimensions are from finished floor to centerline of rough-in, unless noted otherwise. 6. PLUMBING CONTRACTOR to extend all indirect waste ( I.W. ) to floor drains or floor sinks EXCEPT walk-in refrigerator/freezer blower coil drain lines which will be extended to floor drains by REFRIGERATION CONTRACTOR. All indirect waste lines to be run in accordance with all local codes. 7. PLUMBING ENGINEER shall determine main gas line drops, sizes and routing to connection points. All gas rough-ins shown are connection points only. 8. PLUMBING CONTRACTOR to provide all gas fired equipment with individual manual shut-off valves. 9. REFRIGERATION CONTRACTOR shall install all refrigeration lines between blower coils and/or cold pans and remote compressors for all refrigeration equipment and/or ice machines. 10. PLUMBING CONTRACTOR to provide all PVC lines used for beverage and refrigeration runs. Provide a minimum of 24" sweep bends for all elbows, and verify size requirements with beverage/refrigeration supplier. 11. PLUMBING CONTRACTOR to provide and install all necessary fittings, piping nipples, steam regulators, bakelite handled steam valves (globe and/or gate), shut off valves, steam trap assemblies, etc., to provide complete operable system for steam cooking equipment, except where noted otherwise. All exposed fittings, etc. as stated above to be chrome plated. 12. GENERAL CONTRACTOR to provide all roof, ceiling, wall and floor holes and any required sleeves ( for PVC pipe, beverage and/or refrigeration lines installed by others ), and seal them in accordance with all applicable building codes. GENERAL CONTRACTOR to provide all duct fire separations, enclosures, wrappings, etc., in accordance with all applicable building and fire codes. 13. PLUMBING ENGINEER to verify and PLUMBING CONTRACTOR to provide any required grease traps/interceptors whether they are point-of-use, kitchen or building type, in accordance with all applicable building codes. 14. All dimensions are cumulative from an established building column line or wall as indicated. 15. Kitchen sink faucets and lever drains that are furnished loose by FSEC are to be installed by the PLUMBING CONTRACTOR. 16. Health codes require that all plumbing be enclosed in walls or floor and that exposed piping runs be as short as possible. Exposed horizontal piping must be 6" above the floor and at least 1" off the wall. ALL EXPOSED PIPING TO BE CHROME PLATED. 17. Verify all requirements with MECHANICAL ENGINEER'S DRAWINGS. Refer to sheet FS/COVER SHEET for additional information. 18. PLUMBING CONTRACTOR to extend his piping at least 1" farther out of any wall below an exhaust hood that has a s/s insulated wall panel under it. Verify the existence of this panel with FSEC or the project cut book. 19. PLUMBING CONTRACTOR to provide interconnection of piping for any equipment that comes in sections and must be assembled. 20. All exhaust hoods & stainless steel wall panels, unless noted otherwise, are supplied by FSEC and installed by the GENERAL CONTRACTOR. 21. SCHEDULE MECHANICAL ROUGH-IN NOTES FSEC will provide and the PLUMBING CONTRACTOR will install a water conditioner for this piece of equipment. Sensible and latent heat dissipation from the dishmachine are listed below. VENTILATE THE DISHROOM ACCORDINGLY. Latent Heat Sensible Heat 6,800 BTU/HR 5,000 BTU/HR 1,100 BTU/HR 2000 BTU/HR These values are to calculate ventilation required in ADDITION to exhaust listed in schedule. This heat is additional heat not exhausted thru the dishmachine exhaust vents. If water exceeds 5 grains of hardness, the dishmachine manufacturer recommends softened water be provided to the dishmachine and booster heater. The dishmachine will use 000 GPH of hot water and will operate approximately 00 hours per day. Verify hours of use with OWNER. MC. MD. ME. This piece of equipment has special water quality requirements as set by the manufacturer. In order to minimize service problems a water treatment system (softener) is recommended when the TOTAL DISSOLVED SOLIDS (harmful concentrations of minerals) exceeds the manufacturer's recommended limits. MF. FSEC to provide and PLUMBING CONTRACTOR to install a gas quick-disconnect flexible hose for this piece of equipment. SEE DETAIL RI-1000 MG. Run refrigeration lines thru sleeve down from above in wall and stub-out of wall. Remote refrigeration system is by REFRIGERATION CONTRACTOR. VERIFY with REFRIGERATION CONTRACTOR all final sleeve sizes and refrigeration line routes. MM. PLUMBING CONTRACTOR to branch hot & cold water from adjacent faucet or provide separate rough-ins to glasswasher as required. Waste connection for glasswasher determined by local codes, see plan. Water pressure must be between 25 and 100 psi. Hot water temperature must be between 130 and 150 degrees F. Cold water temperature (if run on cold only) must be above 75 degrees F. See equipment cutsheet for more detailed information. MO. ITEM #9: ITEM #62 HW HOT WATER SYMBOL MECHANICAL LEGEND CW COLD WATER W DIRECT WASTE IW INDIRECT WASTE FD FLOOR DRAIN G GAS FSHG FLOOR SINK W/HALF GRATE PVC FOR BEVERAGE LINES SCHEDULE ITEM NUMBER PVC FOR REFRIGERATION LINES ABBRV.DESCRIPTION 0 1' - 3" 1' - 10" 3' - 1" 3' - 5" 4' - 3" 7' - 1" 8' - 5" 9' - 9" 12' - 5" 6" 2' - 1 " 3' - 6 " REF LINES TO 2.2 REF LINES TO 1.2 1.2 2.2 87.2 5' - 7 " 6' - 4 " 7' - 0 " 13 ' - 1 0 " 1' - 1" 8" 1' - 2" 1' - 8" 4' - 9" 6' - 1" 7' - 4" 9' - 8" 11' - 0" 12' - 4" 14' - 6" 9" 1' - 2" 4' - 3" 4' - 11" 5' - 10" 8' - 8" 12' - 7"12' - 7" 13' - 10" 16' - 4" 10" 3' - 5" 6' - 6" 8' - 3" 10' - 2" 11' - 4" 12' - 2" 12' - 10" 15' - 10" 16' - 10"16' - 10" 17' - 9" 18' - 8" 65 FD 64 FD 60 FD 6"1' - 5 " 5' - 8 " 6' - 1 1 " 1' - 2 " 1' - 8 " 6" 32 1416 32 7 7 7 9 REF LINES TO 87.1 36 33 35 29 14FD 84 1' - 5" 5' - 10" 7' - 5" SODA STUB-UP SODA STUB-UP SODA STUB-UP SODA DOWN SODA DOWN BEER STUB-UP 62 63 FD BEER LINE NOTE: SEE DETAILS RI-1200, RI-1210 & RI-1220 ON SHEET FS500. BEER SLEEVE TO 8" IN DIAMETER CODE APPROVED CHASE W/ MIN. 24" RADIUS SWEEPS. RUN UNDER SLAB BY GC. COORDINATE WITH BEER SYSTEM INSTALLER FOR EXACT ROUTING OF BEVERAGE LINES. SODA LINE NOTE: SEE DETAILS RI-1200, RI-1205 & RI-1210 ON SHEET FS500. SODA SLEEVE TO 6" IN DIAMETER CODE APPROVED CHASE W/ MIN. 24" RADIUS SWEEPS. RUN UNDERSLAB/OVERHEAD BY GC. COORDINATE WITH SODA VENDOR FOR EXACT ROUTING OF BEVERAGE LINES. 1' - 3 " 5' - 2 " 86 FD FD 2' - 6 " 8" FD FD 83 15 2' - 0" 3' - 3 " 4' - 1 0 " 6' - 5 " 7' - 8 " 8' - 4 " 56 FD 61 61 79 66.2 6"1' - 2 " 5' - 1 1 " 6' - 9 " 7' - 7 " FD 66 66.2 64 68 70 66.2 76 66.2 FD 71 54 53 66 67 67 34 FD 57 34 34 FS 38 REF LINES TO 1.2 REF LINES TO 2.2 1.1 2.1 87.1 REF LINES TO 87.2 FINISHED FLOOR NOTE: HOSE REEL ONLY SUPPLIED BY FSEC AND INSTALLED BY PC. ALL OTHER COMPONENTS SUPPLIED AND INSTALLED BY PC. CODE APPROVED BACKFLOW PREVENTER FURNISHED AND INSTALLED BY PC 1/2" MIXED WATER PIPING FROM MIXING VALVE TO BACKFLOW PREVENTER FURNISHED AND INSTALLED BY PC MIXING VALVE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. PLUMBING CONTRACTOR TO RUN 1/2" HOT & COLD WATER PIPING TO VALVE AS REQ'D. HOSE REEL FURNISHED BY FSEC AND INSTALLED BY PC WALL HOOK (WHERE SPECIFIED) FURNISHED BY FSEC AND INSTALLED BY PC WALL BACKING FOR HOSE REEL FURNISHED AND INSTALLED BY GC 1' - 0" 7' - 0 " A F F MIN . 1' - 0 " 2' - 0 " A F F PLUMBING EQUIPMENT SCHEDULE ITEM NO.QTY DESCRIPTION SUPPLIER EQUIPMENT REMARKS DIRECT DRAIN INDIRECT DRAIN SIZE HOT WATER COLD WATER GAS PLUMBING REMARKSSIZE HEIGHT SIZE AFF SIZE AFF SIZE MBTUH AFF 1.1 1 WALK-IN COOLER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. REFRIG. LINES TO ITEM #1.2, SEE NOTE MM & DETAIL SC-1050; VERIFY LOCATION WITH ARCH. 1.2 1 WALK-IN COOLER EVAPORATOR COIL BOELTER 3/4" SERVED BY #1.1 - PC TO RUN IW TO FLOOR SINK, SLEEVE FOR REFRIGERATION LINES BY GC 2.1 1 WALK-IN FREEZER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. REFRIG. LINES TO ITEM #2.2, SEE NOTE MM & DETAIL SC-1050; VERIFY LOCATION WITH ARCH. 2.2 1 WALK-IN FREEZER EVAPORATOR COIL BOELTER 3/4" SERVED BY #2.1 - PC TO RUN IW TO FLOOR SINK, SLEEVE FOR REFRIGERATION LINES BY GC 7 1 SOILED DISHTABLE WITH 3 COMP SINK BOELTER 2" 15" 1/2"18" 1/2" 18" PC TO RUN WATER TO FAUCET AS REQ'D 9 1 DISHWASHER, DOOR TYPE, LOW-TEMP ELECTRIC OTHERS (LEASED) VERIFY REQUIREMENTS WITH SUPPLIER 2" 8" 3/4" 12" 3/4" 12" SEE NOTES MD, ME, MF. PC TO RUN WATER TO DISHMACHINE/BOOSTER/QUENCH DRAIN; WASTE TO DIRECT DRAIN AS REQ'D. PC TO PROVIDE AND INSTALL PRESSURE REDUCTION VALVE AS REQ'D. VERIFY REQ'S W/ LOCAL CODES. 14 2 HAND SINK, WALL MOUNTED BOELTER 1 1/2" 21" 1/2" 25" 1/2" 25" PC TO INSTALL HAND SINK, RUN WATER TO FAUCET & WASTE TO SINK AS REQ'D 15 1 HOSE REEL BOELTER 1/2" 24" PC TO RUN WATER TO HOSE REEL. SEE OWNER'S MANUAL FOR ADDITIONAL DETAILS & RI-1015. 16 1 WORKTABLE WITH PREP SINKS BOELTER 2" 15" 3/4" 18" 3/4"18" P.C. TO RUN IW TO FLOOR SINK AS REQ'D. 29 1 WORKTABLE WITH HAND SINK BOELTER 1 1/2" 15" 1/2" 18" 1/2" 18" PC TO RUN WATER TO FAUCET & WASTE TO SINK AS REQ'D 32 1 COMBI-OVEN ON STAND WITH FILTER BOELTER 1 1/2" 3/4"108" 3/4" 106.5 18" SEE NOTE MC. PC TO RUN (1) CW THRU FILTER FOR STEAM GENERATOR & (1) UNFILTERED CW FOR CONDENSOR. PC TO RUN IW TO FS & CONNECT TO HIGH TEMP PIPING AS REQUIRED. SEE NOTE MG & DETAIL RI-1000; 7" W.C. MIN. - NATURAL GAS 33 1 4 BURNER RANGE BOELTER 3/4" 143.0 18" SEE NOTE MG & DETAIL RI-1000; 7" W.C. MIN. - NATURAL GAS 34 3 FRYER BOELTER 3/4" 120.0 18" SEE NOTE MG & DETAIL RI-1000; 7" W.C. MIN. - NATURAL GAS 35 1 SALAMANDER BOELTER 3/4" 50.0 50" PC TO HARD PIPE GAS CONNECTION & PROVIDE SHUT-OFF VALVE. 36 1 GRIDDLE BOELTER 3/4" 54.0 18" SEE NOTE MG & DETAIL RI-1000; 7" W.C. MIN. - NATURAL GAS 38 1 CHARBROILER BOELTER 3/4" 68.0 18" SEE NOTE MG & DETAIL RI-1000; 7" W.C. MIN. - NATURAL GAS 53 1 COFFEE BREWER BOELTER 1/2" 18" PC TO RUN WATER TO BREWER AS REQUIRED. 54 1 ESPRESSO CAPPUCCINO MACHINE, AUTOMATIC BOELTER 3/4" 1/2" 18" PC TO RUN WATER TO MACHINE & IW TO FD AS REQUIRED. 56 1 DROP-IN HAND SINK BOELTER 1 1/2" 15" 1/2" 18" 1/2" 18" PC TO RUN WATER TO FAUCET & WASTE TO SINK AS REQ'D 57 1 DIPPERWELL BOELTER 2" 3/8" 18" PC TO RUN WATER TO FAUCET & IW TO FD AS REQUIRED. 60 1 BLENDER STATION BOELTER 1 1/2" 12" 1/2" 12" 1/2" 12" PC TO RUN WATER TO FAUCET & WASTE TO SINK AS REQ'D 61 2 DRAINBOARD BOELTER 1" PC TO RUN IW TO FD AS REQUIRED. 62 1 GLASSWASHER BOELTER 1 1/2" 8" 1/2" 12" 1/2" 12" SEE NOTES MO, MD, ME, MF. PC TO RUN WATER TO DISHMACHINE/BOOSTER/QUENCH DRAIN; WASTE TO DIRECT DRAIN AS REQ'D. PC TO PROVIDE AND INSTALL PRESSURE REDUCTION VALVE AS REQ'D. VERIFY REQ'S W/ LOCAL CODES. 63 1 UNDERBAR DUMP SINK BOELTER 1 1/2" 12" 1/2" 12" 1/2" 12"PC TO RUN WATER TO FAUCET & WASTE TO SINK AS REQ'D 64 2 UNDERBAR HAND SINK BOELTER 1 1/2" 12" 1/2" 12" 1/2" 12"PC TO RUN WATER TO FAUCET & WASTE TO SINK AS REQ'D 65 1 UNDERBAR 3-COMP SINK BOELTER 1 1/2" 12" 1/2" 12" 1/2" 12" PC TO RUN WATER TO FAUCET & WASTE TO (3) SINKS AS REQ'D 66 2 ICE BIN WITH SPEED RAIL BOELTER 1/2" PC TO RUN IW TO FD AS REQUIRED. 66.2 3 SODA GUN OTHERS (OWNER'S VENDOR) VERIFY REQUIREMENTS WITH SUPPLIER 1/2" 1/2" 12" PC TO RUN IW TO FD AS REQ'D. WATER FOR CARBONATOR AT BAR, IF REQ'D. SEE DETAILS RI-1200, RI-1210. VERIFY REQUIREMENTS W/OWNER'S VENDOR - SLEEVES FOR SODA LINES AS REQUIRED BY GC, COORD. WITH SODA VENDOR. 67 2 DRAINBOARD WITH SPEED RAIL BOELTER 1" PC TO RUN IW TO FD AS REQUIRED. 68 1 CORNER DRAINBOARD BOELTER 1" PC TO RUN IW TO FD AS REQUIRED. 70 1 ICE BIN WITH SPEED RAIL BOELTER 1/2" PC TO RUN IW TO FD AS REQUIRED. 71 1 DRAINBOARD BOELTER 1" PC TO RUN IW TO FD AS REQUIRED. 76 1 UNDERBAR HAND SINK BOELTER 1 1/2" 12" 1/2" 12" 1/2" 12"PC TO RUN WATER TO FAUCET & WASTE TO SINK AS REQ'D 79 1 BEER TOWER WITH DRIP PAN BOELTER 3/4" 1/2" 4" PC TO RUN WATER TO (2) RINSERS & IW TO FD AS REQUIRED. SEE DETAILS RI-1200 & RI-1220 ON SHEET FS500. BEER SLEEVE TO 8" IN DIAMETER CODE APPROVED CHASE W/ MIN. 24" RADIUS SWEEPS. RUN UNDER SLAB BY GC. COORDINATE WITH BEER SYSTEM INSTALLER FOR EXACT ROUTING OF BEVERAGE LINES. 83 1 ICE MACHINE WITH BIN & FILTER BOELTER 3/4" 1/2" 84" SEE NOTE MC. PC TO RUN CW THRU FILTER TO ICE MAKER; RUN (2) IW'S TO FD AS REQUIRED. 84 1 FLOOR TROUGH BOELTER 4" 0" SEE DETAIL SC-1040. PC TO VERIFY DRAIN LOCATION & SIZE WITH SHOP DRAWINGS PRIOR TO ROUGH-IN. 86 1 SODA SYSTEM - BAG IN A BOX OTHERS (OWNER'S VENDOR) VERIFY REQUIREMENTS WITH SUPPLIER 1/2" 72" SEE DETAILS RI-1200 & RI-1205 ON SHEET FS500. SODA SLEEVE TO 6" IN DIAMETER CODE APPROVED CHASE W/ MIN. 24" RADIUS SWEEPS. RUN UNDERSLAB BY GC. COORDINATE WITH SODA VENDOR FOR EXACT ROUTING OF BEVERAGE LINES. 87.1 1 WALK-IN BEER COOLER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. REFRIG. LINES TO ITEM #87.2, SEE NOTE MM & DETAIL SC-1050; VERIFY LOCATION WITH ARCH. 87.2 1 BEER COOLER EVAPORATOR COIL BOELTER 3/4" SERVED BY #87.1 - PC TO RUN IW TO FD, SLEEVE FOR REFRIGERATION LINES BY GC 92 1 WATER HEATER OTHERS (PC) VERIFY REQUIREMENTS WITH SUPPLIER VERIFY REQUIREMENTS WITH SUPPLIER 7120 Northland Terrace N. Minneapolis, MN 55428 Phone: 763.544.8800 Fax: 763.544.7949 www.boelter.com THIS DRAWING IS THE PROPERTY OF THE BOELTER COMPANIES AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT MODIFIED, REVISED, REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, EXCEPT WITH THE CONSENT OF AND UNDER THE SUPERVISION OF THE BOELTER COMPANIES. SHEET PROJECT REVISIONS ISSUE DATE DRAWN BY SHEET NO. 10 / 1 7 / 2 0 2 4 1 0 : 1 3 : 0 8 A M FOODSERVICE PLUMBING ROUGH-IN PLAN CABANA ANA'S SPRING PARK, MN PROJECT NUMBER:22-311-71 5/7/2024 RICARDO CAMARENA FS200 1/4" = 1'-0"1 FOODSERVICE PLUMBING ROUGH-IN PLAN - KITCHEN & BAR REV. DATE DESCRIPTION 1 6/28/2024 REVISION 1 2 7/9/2024 REVISION 2 4 8/7/2024 REVISION 4 6 9/6/2024 REVISION 6 1/4" = 1'-0"2 FOODSERVICE PLUMBING ROUGH-IN PLAN - ROOF 3/4" = 1'-0"3 RI-1015 - HOSE REEL - ABOVE DISHTABLE ELEVATION REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. 5 18 " 2 4 " x 5 18 " 3 6 " x 5 24" 60"x 5 24" 60"x 5 24 " 4 8 " x 5 24 " 4 8 " x 4 24 " 4 2 " x 5 24" 72"x 5 24" 72"x 5 24" 72"x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24" 60"x 5 24" 60"x 5 24" 72"x 5 24" 60"x 5 24 " 6 0 " x 5 18" 48"x 5 18" 48"x 5 14" 48"x 5 18" 60"x JB JUNCTION BOX SYMBOL ELECTRICAL LEGEND 0 DC DROP CORD (SEE SCHED) SR SINGLE RECEPTACLE OUTLET DR DUPLEX RECEPTACLE OUTLET SCHEDULE ITEM NUMBER QR QUADRUPLEX RECEPTACLE OUTLET SPSR SPECIAL PURPOSE OUTLET HOOK-UP TO EQUIPMENT SW SWITCH LIGHT FIXTURE MOTOR DATA DATA SOLENOID ABBRV.DESCRIPTION J D J S SCHEDULE ELECTRICAL ROUGH-IN NOTES Time clock, solenoid & thermostat by REFRIGERATION CONTRACTOR. Installation by ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR to interconnect walk-in cooler/freezer blower coils to time clock located above walk-in doors for timed defrost (power and control wiring in conduit) EB. EC. ELECTRICAL CONTRACTOR to wire exhaust hood light(s) and fan(s) to exhaust hood control panel. EF. ELECTRICAL CONTRACTOR to wire exhaust hood light(s) and fans to remote wall switch(es) and interwire fans with fire suppression system & microswitch as indicated on manufacturer's shop drawings and in fire notes. -Duct work, fan motor(s), and fan(s) furnished and installed by HVAC CONTRACTOR. Locate wall switches as shown on plan. Where required, EC to wire fan(s) to duct temperature sensor(s) or to interlock(s) with cooking appliances as well as override wall switch(es) for the light(s) and fan(s). These devices are installed so that the hood fan(s) turn on when cooking equipment is turned on. Duct temperature sensor(s) furnished and installed in the duct by HVAC CONTRACTOR, wired by ELECTRICAL CONTRACTOR. EH. ELECTRICAL CONTRACTOR to provide extension rings as required on all receptacles, such as under exhaust hoods that have a s/s insulated wall panel below (1" or 3" thick), or backsplashes (1" or 2" thick) on foodservice equipment. Verify the existence and size of wall panels with FSEC or the project cut book. EJ. ELECTRICAL CONTRACTOR to wire all HEAT LAMP (Item #27) from the ceiling thru chase provided. All required conduit, junction boxes, and outlets are to be provided by ELECTRICAL CONTRACTOR. See manufacturer's shop drawings for chase sizes & locations. EK. ELECTRICAL CONTRACTOR to provide special separate circuit with isolated ground for cash registers, pre-checkers, liquor systems, scales and labelers. (Vfy w/supplier) EL. ELECTRICAL CONTRACTOR to provide junction boxes and conduit (for data lines) between cash registers, pre-checkers, liquor systems, scales, labelers and each of their master or centralized control station, printer or computer. Verify requirements with the owner and supplier of each system. EM. GENERAL ELECTRICAL ROUGH-IN NOTES All final connections shown on this drawing are actual requirements of the equipment and are shown in their approximate location. 1. All vertical dimensions are from finished floor to centerline of rough-in, unless noted otherwise All dimensions are cumulative from an established building column line or wall as indicated. Fabricated equipment containing a breaker panel (Load Center Panel) or equipment indicated so, shall be pre-wired by fabricator ready for field connection to one point by ELECTRICAL CONTRACTOR. Breaker panels will have ground fault protection. ELECTRICAL CONTRACTOR to provide and install switches, starters, interlocks, cord & plug sets, disconnects, etc. for all equipment unless noted otherwise. All disconnects or lock-out devices, starters, etc. to meet N.E.C. and O.S.H.A. standards. 2. 3. 4. 5. All receptacles shall be grounded per N.E.C. and O.S.H.A.6. Fluorescent light fixtures and 100 watt vapor proof bullet type light fixture with metal guard on ceiling of all walk-in boxes provided by FSEC and wired by ELECTRICAL CONTRACTOR. All light bulbs by ELECTRICAL CONTRACTOR. All horizontal wiring for walk-in boxes shall be run on the EXTERIOR of the walk-in box with all penetrations sealed tight. 7. ELECTRICAL CONTRACTOR to provide control wiring and electrical service for remote refrigeration systems for walk-in boxes and/or ice machines. Also coordinate location for service with ELECTRICAL ENGINEER. 8. ELECTRICAL CONTRACTOR to provide wrap around heater cable on all evaporator drain lines in walk-in freezers. 9. Junction boxes between adjacent exhaust hood sections to be field wired together by ELECTRICAL CONTRACTOR to remote switch. 10. Electrical requirements for FIRE PROTECTION: Gas solenoid and/or shunt trip breakers and/or flow control alarm switches (for WET WATER SYSTEM) to be wired thru LIFE SAFETY SYSTEM by ELECTRICAL CONTRACTOR. 11. Verify all requirements with ELECTRICAL ENGINEER'S DRAWINGS. Refer to sheet FS/COVER SHEET for additional information. 12. ELECTRICAL CONTRACTOR to provide all lamps for all equipment.13. ELECTRICAL CONTRACTOR to provide extension rings as required on all receptacles under exhaust hoods that have a s/s insulated wall panel below. Verify the existence of this panel with FSEC or the project cut book. 14. ELECTRICAL CONTRACTOR to provide interconnection of wiring for any equipment that comes in sections and must be assembled. 15. J J J J J J J J J J J J J J 3' - 8 " 7' - 1 1 " 8' - 1 1 " 11 ' - 8 " 17 ' - 1 0 " 8' - 5"D 1' - 1" 1' - 0" 2' - 0" 3' - 0" 1' - 7 " 4' - 1 0 " 4' - 0" 3' - 8" 10" 3' - 4" 7' - 7" 8' - 11" 10' - 4" 13' - 7" 9" 1' - 4" 2' - 3" 5' - 4" 6' - 1" 6' - 9" 16 20 16 18 21 21 31.1 31.2 91 32 34 37 33 29 28 24 27 12' - 5" 9' - 6 " 10 " 1' - 5 " 2' - 1 " 2' - 9 " 1 1.2 2 2.2 SS 83 86 86 85 46 47 4547 9 S 3' - 7 " 5' - 5 " 5' - 6" 7' - 2" 13' - 9" 14' - 6"4' - 11" 10' - 7" 13' - 6" 1' - 4 " 1' - 8 " 51 77 59 60 82 77 6277 EC TO PROVIDE EMPTY J-BOX & CONDUIT FOR REMOTE PULL STATION. VFY. LOCATION WITH FIRE MARSHALL/AHJ & SYSTEM INSTALLER. J J 31L 31R 66.2 66.2 66.2 92 34 1' - 8 " 55 4" 2' - 4" 3' - 4" 4' - 6" 54 53 52 7' - 8" 8' - 4"J87.2 87 1' - 4" 2' - 4"95 94 J J JJ J 31.3 87.1 2.11.1 31.4 ELECTRICAL EQUIPMENT SCHEDULE ITEM NO.QTY DESCRIPTION SUPPLIER EQUIPMENT REMARKS VOLTS PHASE AMPS ELEC AFF CONN. TYPE ELECTRICAL REMARKS 1 1 WALK-IN COOLER BOELTER 120 V 1 20.0 A 120" DIRECT SEE NOTES EB, EC & DETAILS RE-1100 & RI-1110; SEE MFR'S SHOP DRAWINGS. 1.1 1 WALK-IN COOLER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. 208-230 V 1 7.0 A DIRECT VERIFY LOCATION WITH ARCHITECT. 20A DEDCIATED CIRCUIT BREAKER REQUIRED. 1.2 1 WALK-IN COOLER EVAPORATOR COIL BOELTER 120 V 1 1.6 A 120" DIRECT SEE NOTES EB, EC & MANUFACTURER'S SHOP DRAWINGS 2 1 WALK-IN FREEZER BOELTER 120 V 1 20.0 A 120" DIRECT SEE NOTES EB, EC & DETAILS RE-1100 & RI-1110; SEE MFR'S SHOP DRAWINGS. 2.1 1 WALK-IN FREEZER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. 208-230 V 1 9.0 A DIRECT VERIFY LOCATION WITH ARCHITECT. 20A DEDCIATED CIRCUIT BREAKER REQUIRED. 2.2 1 WALK-IN FREEZER EVAPORATOR COIL BOELTER 208-230 V 1 5.4 A 120" DIRECT SEE NOTES EB, EC & MANUFACTURER'S SHOP DRAWINGS 9 1 DISHWASHER, DOOR TYPE, LOW-TEMP ELECTRIC OTHERS (LEASED) VERIFY REQUIREMENTS WITH SUPPLIER VERIFY VERIFY EC TO STUB-OUT AND WIRE FROM JB TO EQUIPMENT AS REQUIRED. VERIFY REQUIREMENTS WITH SUPPLIER 16 1 WORKTABLE WITH PREP SINKS BOELTER 120 V 1 20.0 A 48" NEMA 5-20R EC TO PROVIDE CONVENIENCE DUPLEX RECEPTACLE(S) ABOVE COUNTER WHERE SHOWN. 18 1 40 QT MIXER BOELTER 208 V 3 7.0 A 48" L15-20P CORD WITH PLUG PROVIDED. 20 1 MOBILE WORKTABLE BOELTER 120 V 1 20.0 A PLUG EC TO WIRE DROP-CORD FROM JB IN CEILING TO DUPLEX RECEPTACLE WITH TWIST-LOCK (VERIFY IF TWIST-LOCK IS REQ'D). 21 2 WORK TABLE BOELTER 120 V 1 20.0 A 48" PLUG EC TO PROVIDE CONVENIENCE DUPLEX RECEPTACLE(S) ABOVE COUNTER WHERE SHOWN. 24 1 UPRIGHT REACH-IN FREEZER, 1-DOOR BOELTER BOTTOM-MOUNT SELF-CONTAINED REFRIGERATION 120 V 1 3.7 A 14" NEMA 5-15P CORD WITH PLUG PROVIDED. 27 1 HEAT LAMP BOELTER 120 V 1 10.0 A 120" DIRECT SEE NOTE EK. 28 1 SANDWICH PREP REFRIGERATOR BOELTER SELF-CONTAINED REFRIGERATION 120 V 1 6.3 A 14" NEMA 5-15P CORD WITH PLUG PROVIDED. 29 1 WORKTABLE WITH HAND SINK BOELTER 120 V 1 20.0 A 45" NEMA 5-20R PROVIDE HORIZONTAL RECEPTACLE. EC TO PROVIDE CONVENIENCE DUPLEX RECEPTACLE(S) ABOVE COUNTER WHERE SHOWN. 31.1 1 HOOD CONTROL PANEL OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER 120 V 1 15.0 A 120" DIRECT EC TO WIRE FROM JB TO CONTROL (VFY HEIGHT), MUA, EXHAUST FAN, FIRE SUPPRESSION, DUCT SENSORS & THERMOSTAT AS REQ'D; SEE MFR'S SHOP DRAWINGS, NOTE EF & REMOTE SWITCH 31.2 1 FIRE SUPPRESSION SYSTEM OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER 120 V 1 20.0 A 120" DIRECT SEE FIRE PROTECTION NOTES, DETAILS & MFR'S SHOP DRAWINGS 31.3 1 EXHAUST FAN OTHERS (M.C.) VERIFY LOCATION WITH ARCH. 208 V 3 7.5 A DIRECT EC TO INTERCONNECT TO HOOD & MAKE-UP AIR UNIT. VERIFY REQUIREMENTS WITH SUPPLIER. 15A DEDICATED CIRCUIT BREAKER REQUIRED. 31.4 1 MAKE-UP AIR UNIT OTHERS (M.C.) VERIFY LOCATION WITH ARCH. 208 V 3 10.1 A DIRECT E.C. TO INTERCONNECT TO HOOD & EXHAUST FAN. VERIFY REQ'S W/ HOOD SHOP DRAWINGS & SUPPLIER. VERIFY LOCATION & POINT OF CONNECTION. 15A DEDICATED CIRCUIT BREAKER REQUIRED. 31L 1 EXHAUST HOOD OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER 120 V 1 20.0 A DIRECT SEE NOTE EF, EH & MANUFACTURER'S SHOP DRAWINGS. 31R 1 EXHAUST HOOD OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER 120 V 1 20.0 A DIRECT SEE NOTE EF, EH & MANUFACTURER'S SHOP DRAWINGS. 32 1 COMBI-OVEN ON STAND WITH FILTER BOELTER 208-240 V 1 4.3 A 24" DIRECT SEE NOTE EJ. CORD PROVIDED. 2ND CONNECTION REQUIRED AT 48"H AFF. EC TO STUB-OUT AND WIRE FROM JB TO EQUIPMENT AS REQUIRED. 33 1 4 BURNER RANGE BOELTER 120 V 1 20.0 A 24" NEMA 5-20R SEE NOTE EJ; EC TO PROVIDE CONVENIENCE DUPLEX RECEPTACLE(S) WHERE SHOWN FOR FUTURE USE; RANGE REQUIRES NO POWER. 34 3 FRYER BOELTER 120 V 1 2.0 A 24" SEE NOTE EJ; EC TO PROVIDE CONVENIENCE DUPLEX RECEPTACLE(S) WHERE SHOWN FOR FUTURE USE; FRYER REQUIRES NO POWER. 37 1 REFRIGERATED EQUIPMENT STAND BOELTER SELF-CONTAINED REFRIGERATION 120 V 1 2.4 A 24" NEMA 5-15P SEE NOTE EJ. CORD WITH PLUG PROVIDED. 45 1 CONVEYOR PIZZA OVEN, SINGLE DECK BOELTER 208-240 V 1 37.0 A NEMA 6-50P CORD WITH PLUG PROVIDED. 46 1 PIZZA PREP REFRIGERATOR BOELTER SELF-CONTAINED REFRIGERATION 120 V 1 3.9 A 14" NEMA 5-15P CORD WITH PLUG PROVIDED. 47 1 WORKTABLE BOELTER 120 V 1 20.0 A 48" NEMA 5-20R EC TO PROVIDE CONVENIENCE DUPLEX RECEPTACLE(S) ABOVE COUNTER WHERE SHOWN. 51 1 POS MACHINE OTHERS (OWNER'S VENDOR) VERIFY REQUIREMENTS WITH SUPPLIER 120V 1 3.0 A 24" PLUG SEE NOTE EL & EM - EC TO PROVIDE SYSTEM SERVICES AS REQ'D 52 1 COFFEE GRINDER BOELTER 120 V 1 8.0 A 45" NEMA 5-15P PROVIDE HORIZONTAL RECEPTACLE. CORD WITH PLUG PROVIDED. 53 1 COFFEE BREWER BOELTER 120-240 V 1 26.0 A 45" PLUG PROVIDE HORIZONTAL RECEPTACLE. EC TO FURNISH & INSTALLCORD, PLUG, & COMPATIBLE RECEPTACLE. 54 1 ESPRESSO CAPPUCCINO MACHINE, AUTOMATIC BOELTER 120 V 1 20.0 A 45" NEMA 5-15P PROVIDE HORIZONTAL RECEPTACLE. EC TO FURNISH & INSTALLCORD, PLUG, & COMPATIBLE RECEPTACLE. 55 1 UNDERCOUNTER REFRIGERATOR BOELTER 120 V 1 2.0 A 14" NEMA 5-15P CORD WITH PLUG PROVIDED. 59 1 ICE CREAM CABINET BOELTER 120 V 1 20.0 A 14" NEMA 5-15P CORD WITH PLUG PROVIDED. 60 1 BLENDER STATION BOELTER 120 V 1 20.0 A 14" DIRECT EC TO STUB-OUT AND WIRE FROM JB TO GFCI RECEPTACLE (EC TO FURNISH & INSTALL) BELOW BLENDER SHELF. 62 1 GLASSWASHER BOELTER 208-230 V 1 15.0 A 24" NEMA 6-15P CORD WITH PLUG PROVIDED. 66.2 3 SODA GUN OTHERS (OWNER'S VENDOR) VERIFY REQUIREMENTS WITH SUPPLIER 120 V 1 20.0 A 12" PLUG FOR CARBONATOR AT BAR, IF REQ'D - VERIFY WITH OWNER'S VENDOR 77 3 TRASH BIN OTHERS (OWNER'S VENDOR) 120 V 1 20.0 A 24" NEMA 5-20R EC TO PROVIDE DUPLEX RECEPTACLE(S) FOR CONVENIENCE AND/OR UNDERBAR LIGHTING (IF REQUIRED) WHERE SHOWN. 78 1 PASS-THRU REFRIGERATOR BOELTER SELF-CONTAINED REFRIGERATION 120 V 1 4.8 A 14" NEMA 5-15P CORD WITH PLUG PROVIDED. 82 1 PASS-THRU REFRIGERATOR BOELTER SELF-CONTAINED REFRIGERATION 120 V 1 4.8 A 14" NEMA 5-15P CORD WITH PLUG PROVIDED. 83 1 ICE MACHINE WITH BIN & FILTER BOELTER 120 V 1 12.0 A 84" DIRECT EC TO STUB-OUT AND WIRE FROM JB TO EQUIPMENT AS REQ'D. 85 1 BEER SYSTEM POWER PAK BOELTER SELF-CONTAINED REFRIGERATION 208 V 1 15.0 A 120" DIRECT EC TO STUB-OUT AND WIRE FROM JB TO EQUIPMENT AS REQ'D. 86 1 SODA SYSTEM - BAG IN A BOX OTHERS (OWNER'S VENDOR) VERIFY REQUIREMENTS WITH SUPPLIER 120 V 1 20.0 A 84" PLUG VERIFY REQUIREMENTS WITH SUPPLIER. 87 1 WALK-IN BEER COOLER BOELTER 120 V 1 20.0 A 120" DIRECT SEE NOTES EB, EC & DETAILS RE-1100 & RI-1110; SEE MFR'S SHOP DRAWINGS. 87.1 1 WALK-IN BEER COOLER CONDENSING UNIT BOELTER VERIFY LOCATION WITH ARCH. 208-230 V 1 8.0 A DIRECT VERIFY LOCATION WITH ARCHITECT. 20A DEDCIATED CIRCUIT BREAKER REQUIRED. 87.2 1 BEER COOLER EVAPORATOR COIL BOELTER 120 V 1 0.8 A 120" DIRECT SEE NOTES EB, EC & MANUFACTURER'S SHOP DRAWINGS 91 1 DOUGH SHEETER WITH CUTTER OTHERS (OWNER) VERIFY REQUIREMENTS WITH SUPPLIER VERIFY 48" VERIFY VERIFY REQUIREMENTS WITH OWNER. 92 1 WATER HEATER OTHERS (PC) VERIFY REQUIREMENTS WITH SUPPLIER VERIFY VERIFY REQUIREMENTS WITH SUPPLIER 94 1 UPRIGHT REACH-IN REFRIGERATOR, 1-DOOR FUTURE SELF-CONTAINED REFRIGERATION 120 V 1 15.0 A 14" NEMA 5-20P 95 1 REFRIGERATED SELF-SERVE CASE FUTURE SELF-CONTAINED REFRIGERATION 120 V 1 15.8 A 14" NEMA 5-20P 7120 Northland Terrace N. Minneapolis, MN 55428 Phone: 763.544.8800 Fax: 763.544.7949 www.boelter.com THIS DRAWING IS THE PROPERTY OF THE BOELTER COMPANIES AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT MODIFIED, REVISED, REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, EXCEPT WITH THE CONSENT OF AND UNDER THE SUPERVISION OF THE BOELTER COMPANIES. SHEET PROJECT REVISIONS ISSUE DATE DRAWN BY SHEET NO. 10 / 1 7 / 2 0 2 4 1 0 : 1 3 : 1 5 A M FOODSERVICE ELECTRICAL ROUGH-IN PLAN CABANA ANA'S SPRING PARK, MN PROJECT NUMBER:22-311-71 5/7/2024 RICARDO CAMARENA FS300 EXHAUST HOOD EQUIPMENT SCHEDULE ITEM NO.QTY DESCRIPTION SUPPLIER EQUIPMENT REMARKS HVAC MAKE-UP AIR HVAC EXHAUST HVAC REMARKSDUCT SIZE CFM SPWG DUCT SIZE CFM SPWG 31L 1 EXHAUST HOOD OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER (2)16"X30" 1500 0.010 10"X16" 1700 0.554 RECEIVING & INSTALLATION BY HVAC/GC; SEE NOTES EF, EH & MANUFACTURER'S SHOP DRAWINGS 31R 1 EXHAUST HOOD OTHERS (M.C.) VERIFY REQUIREMENTS WITH SUPPLIER (2)16"X30" 1500 0.010 10"X16" 1700 0.554 RECEIVING & INSTALLATION BY HVAC/GC; SEE NOTES EF, EH & MANUFACTURER'S SHOP DRAWINGS REV. DATE DESCRIPTION 1 6/28/2024 REVISION 1 2 7/9/2024 REVISION 2 7 10/02/202 4 REVISION 7 1/4" = 1'-0"1 FOODSERVICE ELECTRICAL ROUGH-IN PLAN - KITCHEN & BAR 1/4" = 1'-0"2 FOODSERVICE ELECTRICAL ROUGH-IN PLAN REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. 5 18 " 2 4 " x 5 18 " 3 6 " x 5 24" 60"x 5 24" 60"x 5 24 " 4 8 " x 5 24 " 4 8 " x 4 24 " 4 2 " x 5 24" 72"x 5 24" 72"x 5 24" 72"x 5 18 " 3 6 " x 5 18 " 3 6 " x 5 24 " 4 8 " x 5 24 " 4 8 " x 5 18 " 3 6 " x 5 18 " 3 0 " x 5 24" 60"x 5 24" 60"x 5 24" 72"x 5 24" 60"x 5 24 " 6 0 " x 5 18" 48"x 5 18" 48"x 5 14" 48"x 5 18" 60"x GENERAL CONTRACTOR TO FURNISH & INSTALL 5/8" FIRE-TREATED PLYWOOD BEHIND GYPSUM BOARD, UNLESS OTHERWISE SPECIFIED, AT THE LOCATIONS INDICATED ON THE PLAN. IF DIMENSIONS PLACE THE BACKING BETWEEN STUDS, EXTEND BACKING TO THE NEXT FULL HEIGHT STUD. SIGNIFIES WALL BACKING WALL BACKING NOTES HEIGHTS REQUIRED ARE AS FOLLOWS: (ALL MAY NOT APPLY) FROM 25" TO 73" A.F.F. FOR HAND SINKS & SOAP AND TOWEL DISPENSERS FROM 25" TO 96" A.F.F. FOR TABLES, WALL SHELVING AND CABINETS DOWN 12" BELOW PASS-THRU OPENING, BOTH SIDES FROM 48" TO 96" FOR ICE MAKER WATER FILTER SYSTEMS FROM FLOOR TO CEILING FOR EXHAUST HOOD CONTROL PANEL AND OR FIRE SUPPRESSION SYSTEM CABINET FROM 102" TO 114" A.F.F. FOR WALL HOOD -SEE DETAIL SC-1063 FROM FLOOR TO 12" A.F.F. AT COOKING LINE FOR RESTRAINING DEVICES -SEE DETAIL SC-1063 A B C E G J K 1' - 1 " 1' - 5 " 7' - 9 " 3' - 4 " 4' - 6 " 3' - 9 " A B B BB 2' - 4"8' - 0"2' - 10"10' - 3"4' - 6 " 3' - 0 " B E G J K15 ' - 0 " 6' - 4"12 ' - 4 " C 2" MIN. CLR WALK-IN COOLER/FREEZER 18' - 5" 2" M I N . C L R 8' - 1 " 2" M I N . C L R MIN. CLR 2" WALK-IN KEG COOLER 10' - 0" 6' - 6 " 7' - 3 " 4' - 4" EXHAUST HOOD NOTE: FROM FINISHED FLOOR TO 9'-6" AFF THIS AREA MUST REMAIN COMPLETELY CLEAR OF OBSTRUCTIONS EXCEPT THOSE REQUIRED TO SERVICE THE EXHAUST HOOD OR TO SERVICE EQUIPMENT LOCATED UNDER THE EXHAUST HOOD. NO OTHER PIPING, CONDUIT, DUCTWORK OR OTHER OBSTRUCTIONS MAY BE LOCATED IN THIS AREA. GC SHALL VERIFY APPLICABLE CODE REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLES AND FURNISH AND INSTALL ANY REQUIRED FIRE-PROOFING. SEE DETAIL SC-1063 FOR WALL-CONSTRUCTION REQUIREMENTS UNDER HOOD. ICE-MAKER NOTE: FROM FINISHED FLOOR TO 8'-4" AFF THIS AREA MUST REMAIN COMPLETELY CLEAR OF ALL OBSTRUCTIONS EXCEPT THOSE REQUIRED TO SERVICE THE ICE MACHINE. NO PIPING, CONDUIT, DUCTWORK OR OTHER OBSTRUCTIONS MAY BE LOCATED IN THIS AREA. WALK-IN COOLER/FREEZER NOTE: WALK-IN COOLER/FREEZER, AS DIMENSIONED PLAN, TO SIT ON FINISHED FLOOR ON ITS OWN COVED VINYL SCREEDS. THIS ENTIRE AREA MUST BE TRUE, LEVEL, SQUARE, AND REMAIN COMPLETELY CLEAR OF OBSTRUCTIONS FROM FINISH FLOOR TO 10'-0" ABOVE FINISH FLOOR, EXCEPT THOSE REQUIRED TO SERVICE THE WALK-IN. 8' - 8 " 9' - 3" 7' - 1 " B BB CLEAR 3' - 0 " 5' - 0" 3' - 2"9" INTERIOR DIMENSION 19 ' - 5 " INTERIOR DIMENSION 19 ' - 5 " ALL DIMENSIONS FROM INTERIOR OF DIE WALL & TO BE FINISHED HOLD-TO'S 2' - 9 "B F.TROUGH 2' - 8 " INTERIOR DIMENSION 13' - 0" STRUCTURAL COLUMN 7 FS500 _____________ 7 FS500 _____________ 3 FS500 _____________ 12 FS500 _____________ ISLAND COUNTER BY GC 14 ' - 5 " 5' - 1 " B 2' - 5" 2' - 5 " 7120 Northland Terrace N. Minneapolis, MN 55428 Phone: 763.544.8800 Fax: 763.544.7949 www.boelter.com THIS DRAWING IS THE PROPERTY OF THE BOELTER COMPANIES AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT MODIFIED, REVISED, REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, EXCEPT WITH THE CONSENT OF AND UNDER THE SUPERVISION OF THE BOELTER COMPANIES. SHEET PROJECT REVISIONS ISSUE DATE DRAWN BY SHEET NO. 10 / 1 7 / 2 0 2 4 1 0 : 1 3 : 5 3 A M FOODSERVICE SPECIAL CONDITIONS PLAN CABANA ANA'S SPRING PARK, MN PROJECT NUMBER:22-311-71 5/7/2024 RICARDO CAMARENA FS400 1/4" = 1'-0"1 FOODSERVICE SPECIAL CONDITIONS PLAN REV. DATE DESCRIPTION 2 7/9/2024 REVISION 2 REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. NOTE: PULL STATION SHOULD BE ACCESSIBLE IN THE EVENT OF A FIRE, LOCATED IN A PATH OF EGRESS, AND CLEARLY IDENTIFY THE HAZARD PROTECTED. NOTE: ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL A 4 X 4 X 2 OCTAGON BOX. BOX TO BE RECESSED IN SHEET ROCK 1/4". PULL A.F.F. SCREW HOLES AT 2 O'CLOCK AND 8 O'CLOCK 42" -48" ABOVE FINISHED FLOOR OR IN ACCORDANCE WITH LOCAL CODE 4" STANDARD ELECTRICAL OCTAGON BOX 1/2" CONDUIT STRAIGHT UP TO ABOVE CEILING LINE, NO OFFSETS OR BEND All of the following items are to be installed by the specified trades as directed by the FIRE PROTECTION CONTRACTOR: 1. PLUMBING CONTRACTOR shall install the gas shut-off valve provided with the fire-protection system. 2. ELECTRICAL CONTRACTOR shall, if the gas shut-off valve is electrically actuated, install the manual reset relay provided with the fire-protection system and wire the solenoid on the valve and the manual reset relay to the electrical switch provided with the fire-protection system. 3. ELECTRICAL CONTRACTOR shall supply and install a remote pull box and conduit as indicated in pull station detail. 4. ELECTRICAL CONTRACTOR shall provide, install, and connect to the electrical switch provided with the fire-protection system, a shunt-trip breaker, or other approved method, to shut off power to all electrical equipment and outlets located under the hood upon activation of the fire- protection system. 5. As required by local codes, ELECTRICAL CONTRACTOR shall wire dedicated make-up air fans to the electrical micro switch provided with the fire-protection system so that upon activation of the fire-protection system the make-up air fans will shut down automatically. 6. As required by local codes, if a building fire alarm system exists, BUILDING FIRE-ALARM CONTRACTOR shall provide a separate zone on the building-fire-alarm panel and wire to the electrical micro switch provided with the fire-protection system such that upon activation of the hood system a specific zone on the building-fire-alarm system shall activate. 7. If a PIRANHA system is specified, PLUMBING CONTRACTOR shall furnish and install a BB- SCS01 valve in the sprinkler-supply line immediately downstream from the main sprinkler-supply- line shut-off valve. PLUMBING CONTRACTOR shall furnish and install a dedicated water line from the BB-SCS01 valve to the Piranha Fire Protection System. This water line shall include a wye strainer, have a minimum size of 3/4" diameter, and provide a simultaneous flowing water pressure of 30 to 100 psi. The following items shall be installed if required by the JURISDICTION HAVING AUTHORITY: 8. ELECTRICAL CONTRACTOR shall wire exhaust fans to the electrical switch provided with the fire-protection system so that upon activation of the fire-protection system the exhaust fans will start up if the fan-control switch is in the off position and so that regardless of other conditions the exhaust fans shall continue running automatically. 9. ELECTRICAL CONTRACTOR shall wire exhaust fans to the electrical switch provided with the fire-protection system so that upon activation of the fire-protection system the exhaust fans will shut down automatically. 10. ELECTRICAL CONTRACTOR shall wire lights to the electrical switch provided with the fire- protection system so that upon activation of the fire-protection system the lights under the exhaust hood will shut down automatically. FIRE PROTECTION NOTE 1. All cooking appliances must be set in their permanent positions. It is not sufficient for the appliances to be just set underneath the hood. 2. The gas line piping must be complete from the gas main to the appliances and all individual appliances must be connected to the gas line. 3. If there are electrical cooking appliances or electrical outlets under the hood, the kitchen hood fire suppression system micro switch must be wired by the electrician to a shunt-trip breaker so in the event of activation of the system all electric under the hood will be shut off. 4. In the event there is a building-fire-alarm system, there must be a separate zone on the building-fire-alarm panel wired by the building-fire-alarm contractor to the kitchen-hood-fire- suppression micro-switch. In the event that the kitchen-hood system discharges, the fire suppression system will activate a specific zone on the building-fire-alarm system. 5. All exhaust fans and make-up air fans must be operational. 6. Make-up air fans must be wired by the electrician to the kitchen-hood-fire-suppression micro switch so that in the event of activation of the system, the make-up air fans will shut down automatically. 7. Some Fire Departments require hood lights to shut down upon activation of the system. Check with the local fire jurisdiction to verify this potential requirement. FIRE SYSTEM READINESS FOR TESTING PLUMBING CONTRACTOR TO INSTALL FITTINGS, VALVES AND HOSE SO EQUIPMENT CAN BE POSITIONED 30" FROM WALL GAS SUPPLY LINE BUILDING WALL FINISHED FLOOR COOKING EQUIPMENT 90 DEG ELBOW FITTINGS AS REQUIRED BY PC 1/4 TURN ACCESSIBLE SHUT-OFF VALVE BY PC 12" HIGH WALL BACKING BY THE GENERAL CONTRACTOR HOLD 1/2" AFF TO PREVENT MOISTURE WICKING RESTRAINING DEVICE & HARDWARE BY FSEC INSTALLATION BY PC QUICK DISCONNECT HOSE & FITTINGS BY FSEC INSTALLATION BY PC WALL PANEL IF SPECIFIED. VERIFY WITH PROJECT SPECBOOK. FREEZER W/ ONE EVAPORATOR EVAPORATOR COIL TWO-POLE SWITCH SWITCH NOTE: SWITCH MUST CONTROL BOTH THE TIME CLOCK AND THE EVAPORATOR NEUTRAL 120/1 VAC FEED L1 4 DEFROST TIMER X 3 1 N 3 HEATER DEFROST TERMINATION EVAPORATOR COIL THERMOSTAT A DEFROST TIMER 21 X 120/1 VAC OUTLET FOR DRAIN LINE HEAT TAPE SOLENOID SOLENOID NOTE: THERMOSTAT IS CONTROLLED BY TWO-POLE SWITCH N 4 COMMON FANS THERMOSTAT COOLER W/ ONE EVAPORATOR WATER TIGHT SEAL WITH CODE APPROVED MATERIAL (GROUT, CONCRETE, SILICONE, ETC.) AROUND PERIMETER OF SLEEVE BY GENERAL CONTRACTOR GENERAL BEVERAGE / REFRIGERATION LINE NOTE: GENERAL CONTRACTOR TO VERIFY AND COORDINATE WITH ALL BEV. SYSTEM/REFRIG. CONTRACTORS FOR ALL BEV. SYSTEM/REFRIG. INSTALLATIONS AND THEIR FINAL HOOK-UPS. ALL WORK TO CONFORM TO ALL PREVAILING LOCAL AND/OR STATE CODES. NOTE: GENERAL CONTRACTOR OR HIS SUB- CONTRACTORS ARE TO PROVIDE ANY REQUIRED CORE DRILLING AND SAW CUTTING FOR PENETRATIONS OR ACCESS FOR SLEEVE RUNS AFTER BEVERAGE / REFRIGERATION LINES ARE RUN, THE GENERAL CONTRACTOR OR HIS SUB- CONTRACTORS ARE TO SEAL INSIDE SLEEVE WITH CODE APPROVED MATERIAL (FOAM, SILICONE, ETC.) TO ENSURE A VERMIN PROOF CONDITION (SAME AT OPPOSITE SLEEVE END) STUB-UP SLEEVE 4" (MIN.) TO 6" (MAX.) ABOVE FINISHED FLOOR OR CURB NOTE: GENERAL CONTRACTOR OR HIS SUB- CONTRACTORS TO PROVIDE & INSTALL CODE APPROVED BEVERAGE/REFRIGERATION LINE SLEEVE VERIFY W/LOCAL AND/OR STATE CODES PROVIDE CONDUIT SYSTEM SUCH AS PROVIDED BY: 24" RADIUS WIDE SWEEP BENDS USING WATERPROOF ELECTRICAL CONDUIT; DO NOT USE 45 OR 90 DEG. ELBOWS FLOOR SLAB FINISHED FLOOR BY GENERAL CONTRACTOR SIZE PER PLAN / SCHEDULE BEVERAGE CHASE SYSTEMS 2321 WOLCOTT STREET FERNDALE, MI 48220 PHONE: 800-547-2820 FAX: 248-546-7567GENERAL NOTES: 1. ALL INTERCONNECTING CONDUIT TO BE RUN ABOVE WALK-IN OR BUILT-IN THE WALL PANELS, EXPOSED CONDUIT WILL NOT BE ACCEPTABLE EXCEPT FOR THE CONDITIONS SHOWN AND NOTED IN THE ABOVE ILLUSTRATION 2. SEAL ALL PENETRATIONS THRU WALK-IN TOP, WALL PANELS AND INSIDE ELECTRICAL CONDUIT WITH THERMAL MASTIC 3. PROVIDE HOLE FOR SPRINKLER HEAD (IF REQUIRED) AND AFTER INSTALLATION SEAL WITH THERMAL MASTIC ELECTRICAL CONTRACTOR TO MOUNT LIGHT FIXTURES, RUN CONDUIT DOWN THRU WALK-IN TOP INTO FIXTURES(S), SEE ELECTRICAL ROUGH-IN PLAN FOR THE NUMBER AND LOCATION OF REQUIRED LIGHT FIXTURES ELECTRICAL CONTRACTOR TO WIRE ALL WALK-IN ELECTRICAL COMPONENTS EXCEPT BLOWER COILS TO THIS JUNCTION BOX ELECTRICAL CONTRACTOR TO INTERWIRE TIME CLOCK AND EVAPORATOR BLOWER COILS THRU THIS JUNCTION BOX TIME CLOCK FOR ELECTRICAL DEFROST OF FREEZER BLOWER COILS AND OFF-CYCLE DEFROST OF REFRIGERATOR BLOWER COILS (MOUNT IN EASILY ACCESSIBLE LOCATION) BUILDING SPRINKLER CONNECTION, IF REQ'D/ (NOT IN F.S.E.C. CONTRACT) JUNCTION BOX AND CONDUIT BUILT-IN WALL PANEL FOR DOOR HEATER JUNCTION BOXES AND CONDUIT BUILT-IN WALL PANEL FOR LIGHT SWITCH AND THERMOMETER HEATED PRESSURE RELIEF PORT ON FREEZERS CONDUIT DOWN WITH OUTLET FOR DRAINLINE HEATER ON FREEZERS ONLY (EXPOSED CONDUIT FOR THIS CONDITION IS ACCEPTABLE) CONDUIT DOWN THRU WALK-IN TOP TO JUNCTION BOX ON EVAPORATOR COIL (EXPOSED CONDUIT ACCEPTABLE FOR THIS CONDITION) SECTION VIEW PLAN VIEW 42" FOR 3.0 HP TO 6.0 HP 36" FOR 1.5 HP TO 3.0 HP MIN 24" CLEAR TO NEXT UNIT TREATED 2 x 10's W/SIDE SUPPORTS AND GALVANIZED CAP BY THE GENERAL CONTRACTOR -VERIFY CURBING & FLASHING DETAILS W/ARCHITECT GENERAL CONTRACTOR TO PROVIDE A ROOF PENETRATION AND CURB FOR THE REFRIGERATION AND ELECTRICAL LINES. AFTER INSTALLATION OF THE REFRIG. & ELEC. LINES THE GENERAL CONTRACTOR IS TO PROVIDE A GALVANIZED COVER AND SEAL SAME AS PER ANY/ALL APPLICABLE BUILDING CODES. - VERIFY CURBING & FLASHING DETAILS W/ARCHITECT G.C. TO PROVIDE STRAIGHT CHASES WITH ACCESS FOR LINES 26" 12" 18" 6'-8" (TYPICAL) 12" 8'-6" 12" 24" -30" HIGH EXHAUST HOOD CONTRACTOR INSTALLING HOOD TO SUPPLY & INSTALL MINERAL WOOL FIRE BLANKET OR OTHER APPROVED MEANS FOR CLEARANCE REDUCTION METHOD TO COMBUSTIBLES IF TOP OF HOOD IS WITHIN 18" OF COMBUSTIBLE MATERIAL CONTRACTOR INSTALLING HOOD TO SUSPEND HOOD IN SUCH A WAY THAT WHEN HOOD IS HANGING FREELY IT IS TIGHT AGAINST BACK WALL. 12" HIGH CODE-APPROVED WALL BACKING, EITHER 16 GA SHEET METAL OR EQUIVALENT, BY GC FOR SECURING RESTRAINING CABLES. 12" HIGH CODE-APPROVED WALL BACKING, EITHER 16 GA SHEET METAL OR EQUIVALENT, BY GC. FINISHED FLOOR BY GC - VERIFY COVE HEIGHTS FLAT 18 GA. S/S WALL PANEL (PART OF HOOD PACKAGE), FROM TOP OF FLOOR BASE TO UNDERSIDE OF HOOD NON-COMBUSTIBLE BUILDING WALL BY G.C. VERIFY REQUIREMENTS WITH LOCAL CODE AUTHORITY. TYPICALLY CEMENT BOARD AND METAL STUDS SUFFICE. APPLIES TO ENTIRE HEIGHT OF WALLS BEHIND HOODS, ON THE SIDE OF HOODS, AND 18" BEYOND THIS AREA IF CODE REQUIRES. (2) QUADRUPLEX RECEPTACLE FOR DISPENSERS & CARBONATORS SYRUP PUMPS SYRUP BOXES CO2 FLOOR DRAINFINISHED FLOOR COLD WATER SODA DISPENSERS CARBONATOR 7' - 0 " HEAT LAMP WITH LIGHT S/ST PASS-THRU SHELVES ELECTRICAL CONTRACTOR TO SUPPLY ELECTRICAL BOXES (HORIZONTALLY) JUST BELOW TOP PLATE G.C. TO PROVIDE & INSTALL 5/8" FIRE-TREATED PLYWOOD BACKING AS SHOWN QUARRY TILE FLOOR & BASE SUPPLIED BY G.C. PLYWOOD CORE WITH S/ST PANEL (BY FSEC) 2'-0" 2'-0" 3'- 0 " 3'- 6 " 5'- 7 " 3'- 0 " 6" 1'- 5 " 2'- 8 " 2" 1'- 4 " KEG KEGKEG LINE CHILLER WALK-IN COOLER BEER TOWER & BAR STYLE MAY VARY CO2 SUPPLY VERIFY NUMBER OF FLAVORS WITH PREMIER. 3 FLAVORS SHOWN FOR SIMPLICITY BEER SLEEVE SHALL CONTAIN NO MORE THAN 3 WIDE-SWEEP ELBOWS IN A GIVEN RUN. ALL ELBOWS SHALL BE WIDE-SWEEP ELBOWS. NO OTHER FITTINGS ARE ALLOWED. GC SHALL CONSULT MFR FOR RUNS OVER 100'-0" TO DETERMINE IF PULL BOXES ARE REQUIRED. GC SHALL INSTALL PULL BOXES IF REQUIRED BY MFR. -SLEEVE SIZE SHALL BE 6" DIAM. FOR SYSTEMS WITH 6 OR LESS FLAVORS. -SLEEVE SIZE SHALL BE 8" DIAM. FOR SYSTEMS WITH MORE THAN 6 FLAVORS. -VERIFY NUMBER OF FLAVORS WITH FSEC.BEER SLEEVE CONTAINING INSULATED LINE SET. SEE DETAIL RI-1200 SLEEVE FLOOR PENETRATION INSULATED LINE SET GRATING TO BE CONSTRUCTED OF CHEMGRATE FIBERGLASS REINFORCED POLYESTER, 1-1/2" THICK, HAVING A 1" SQUARE GRID PATTERN -CUT CHEMGRATE FLUSH ON OUTSIDE OF BEARING BARS WHEREVER POSSIBLE (NO TIPS STICKING OUT) SO THAT BAR RESTS ON TROUGH RECESS. GRATING TO BE REMOVABLE AND INTER- CHANGEABLE WITH LENGTHS NOT TO EXCEED 48-1/2" FOR EASE OF HANDLING & CLEANING GRATES SHORTER THAN 48-1/2" MUST BE CUT FLUSH AT CROSSBAR PITCH FINISHED FLOOR TO FLOOR TROUGH FLOOR TROUGH CONSTRUCTION OF 14 GA. S/ST, COMPLETELY WELDED & COVED. ALL WELDS ARE GROUND & POLISHED. TROUGHS TO MANUFACTURED WITH 1/2" SLOPE PER FOOT, UNLESS NOTED OTHERWISE. REMOVABLE PERFORATED S/ST BASKET HELD IN A S/ST WASTE CUP THAT WILL ACCEPT UP TO A 3" WASTE PIPE. (1 DRAIN PER 12'-0" OF LENGTH, DRAINS AT 12'-0" O.C. FOR LONGER TROUGHS) NOTES: ALL FLOOR TROUGHS PROVIDED BY KEC AND INSTALLED BY GC/PC FLOOR TROUGH LENGTH AS SHOWN ON PLANS AND/OR SHOP DRAWINGS FLOOR TROUGH WIDTH AS SHOWN ON PLANS AND/OR SHOP DRAWINGS POSITION FLOOR TROUGH AS SHOWN ON PLAN VERIFY EXACT DRAIN OUTLET DIMENSIONS WITH SHOP DRAWING OR ACTUAL TROUGH BEFORE ROUGH-IN FOR POURED RESIN FLOOR : FINISH CONCRETE 1/4" DOWN FROM TOP OF FRAME FOR QUARRY TILE FLOOR: FINISH CONCRETE 5/8" DOWN FROM TOP OF FRAME CONCRETE FLOOR COORD. OUTLET SIZE W/ PC 16 GA. ANCHOR FLANGE 3" 1 1/2" CHEMGRATE CLEAR FOR 1 1/2" PER SHOP DRAWINGS 1" 1 1/2" 1/2" 3/4"R COVE 1" 1 1 / 2 " 4" HEATER WIRE BOTTOM PLATE THRESHHOLD SWEEP GASKET RAMP FLOOR PANEL DOOR PLUG FINISHED FLOOR 4" REFERENCE 3/4" = 1'-0"1 REMOTE PULL DETAIL 7120 Northland Terrace N. Minneapolis, MN 55428 Phone: 763.544.8800 Fax: 763.544.7949 www.boelter.com THIS DRAWING IS THE PROPERTY OF THE BOELTER COMPANIES AND IS LOANED SUBJECT TO THE CONDITION THAT IT IS NOT MODIFIED, REVISED, REPRODUCED OR DISTRIBUTED IN WHOLE OR IN PART, DIRECTLY OR INDIRECTLY, EXCEPT WITH THE CONSENT OF AND UNDER THE SUPERVISION OF THE BOELTER COMPANIES. SHEET PROJECT REVISIONS ISSUE DATE DRAWN BY SHEET NO. 10 / 1 7 / 2 0 2 4 1 0 : 1 3 : 5 5 A M FOODSERVICE DETAILS CABANA ANA'S SPRING PARK, MN PROJECT NUMBER:22-311-71 5/7/2024 RICARDO CAMARENA FS500 3/4" = 1'-0"2 RI-1000 - QUICK DISCONNECT DETAIL 3/4" = 1'-0"4 RI-1110 WALK-IN COOLER & REFRIGERATION WIRING DETAILS 3/4" = 1'-0"6 RI-1200 BEVERAGE REFRIGERATION LINE FLOOR PENETRATION DETAIL 3/4" = 1'-0"5 RI-1100 WALK-IN WIRING DETAIL 3/4" = 1'-0"11 SC-1050 REFRIGERATION SYSTEM DETAIL 3/4" = 1'-0"12 SC-1063 EXHAUST HOOD WALL DETAIL 3/4" = 1'-0"8 RI-1205 BAG-N-BOX SYSTEM DETAIL 3/4" = 1'-0"3 RI-1030 PASS-THRU WITH HEAT LAMP 3/4" = 1'-0"9 RI-1220 BEER SYSTEM SLEEVE 1 1/2" = 1'-0"10 SC-1040 FLOOR TROUGH DETAIL REV. DATE DESCRIPTION 3/4" = 1'-0"7 SC-1005 WALK-IN FREEZER W/ INTEGRAL FLOOR REVIEWED FOR CODE COMPLIANCE INSPECTOR NOTE: Refer to permit 24SP-00138 for floor/ceiling horizontal separation between the restaurant/hotel event space and the dwelling units. FIRE RATING: STC RATING: SOUND TEST: SYSTEM THICKNESS: LOCATION: FRAMING TYPE: 1 HOUR 51 RAL-TL12-203 5-3/8" [137 MM] INTERIOR STEEL STUD (NONLOAD-BEARING) GYPSUM PANELS: RESILIENT CHANNEL: STEEL STUDS: INSULATION: GYPSUM PANELS: ASSEMBLY REQUIREMENTS: DESIGN NO. GENERAL WALL NOTES: 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN. 3. WHERE DESIGN NO. INDICATES “PER”, THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 7. FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS, DECREASE STUD SPACING, DECREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. 9. WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. 10. SOUND-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. UL U419 ONE LAYER 5/8" [15.9 MM] SHEETROCK® GYPSUM PANEL (UL TYPE SCX) 1/2" [12.7 MM] RESILIENT CHANNEL, 25 GA. (0.018"), 24" [610 MM] O.C. 3-5/8" [92 MM] STEEL STUDS, EQ20 (0.018"), 24" [610 MM] O.C. 3-1/2" [89 MM] FIBERGLASS INSULATION ONE LAYER 5/8" [15.9 MM] SHEETROCK® GYPSUM PANEL (UL TYPE SCX) [137 mm] 5 3 / 8 " [610 mm] 24" [610 mm] 24" USG Corporation 550 West Adams Street Chicago, IL 60661 USA www.USG.com T. 800-USG4YOU DISCLAIMER: THE USG PRODUCT INFORMATION CONTAINTED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, AND OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION, AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE A SUBSTITUTE FOR THE DESIGN REVIEW AND APPROVAL OF THE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDCATION OF SUCH MODIFICATIONS, MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ISSUE RECORD: SHEET INFORMATION: Revision Date 10/05/2021 11:50:07 PM SN-P-1-18UL U419 FIRE RATING: STC RATING: SOUND TEST: SYSTEM THICKNESS: LOCATION: FRAMING TYPE: 1 HOUR 54 USG-151201 6" [152 MM] INTERIOR STEEL STUD (NONLOAD-BEARING) GYPSUM PANELS: RESILIENT CHANNEL: STEEL STUDS: INSULATION: GYPSUM PANELS: ASSEMBLY REQUIREMENTS: DESIGN NO. GENERAL WALL NOTES: 1. REFER TO APPLICABLE CODES REQUIREMENTS TO ENSURE COMPLIANCE PRIOR TO CONSTRUCTION. 2. FOR THE MOST UP-TO-DATE DETAILS, INCLUDING CONSTRUCTION VARIATIONS, REFER TO THE PUBLISHED DESIGN. 3. WHERE DESIGN NO. INDICATES “PER”, THE FIRE RATING IS BASED ON LABORATORY TEST DATA OF THE REFERENCED SIMILARLY CONSTRUCTED ASSEMBLIES. 4. STUD SIZES AND INSULATION THICKNESS ARE MINIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 5. STUD AND FASTENER SPACINGS ARE MAXIMUM UNLESS OTHERWISE STATED IN THE PUBLISHED ASSEMBLY. 6. PANEL ORIENTATION SHALL BE AS SPECIFIED IN THE PUBLISHED DESIGN. 7. FIRE-RATINGS ARE FROM BOTH SIDES UNLESS OTHERWISE STATED. 8. FIRE-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, INCREASE STUD MATERIAL THICKNESS, DECREASE STUD SPACING, DECREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. 9. WHERE ACOUSTICAL PERFORMANCE IS PROVIDED IN AN ESTIMATED RANGE, THE VALUES ARE BASED ON LABORATORY TEST DATA OF SIMILARLY CONSTRUCTED ASSEMBLIES. 10. SOUND-RATINGS ARE MAINTAINED WITH ONE OR MORE OF THE FOLLOWING MODIFICATIONS: INCREASE STUD DEPTH, DECREASE STUD MATERIAL THICKNESS, INCREASE STUD SPACING, INCREASE FASTENER SPACING, INCREASE INSULATION THICKNESS UP TO CAVITY DEPTH. MODIFICATIONS MUST NOT EXCEED LIMITATIONS OF FIRE RATING. UL U419 TWO LAYERS 5/8" [15.9 MM] SHEETROCK® ECOSMART GYPSUM PANEL (UL TYPE ULIX™) 1/2" [12.7 MM] RESILIENT CHANNEL, 25 GA. (0.018"), 24" [610 MM] O.C. 3-5/8" [92 MM] STEEL STUDS, EQ25 (0.015"), 24" [610 MM] O.C. 3-1/2" [89 MM] FIBERGLASS INSULATION ONE LAYER 5/8" [15.9 MM] SHEETROCK® ECOSMART GYPSUM PANEL (UL TYPE ULIX™) [152 mm] 6" [610 mm] 24" [610 mm] 24" USG Corporation 550 West Adams Street Chicago, IL 60661 USA www.USG.com T. 800-USG4YOU DISCLAIMER: THE USG PRODUCT INFORMATION CONTAINTED HEREIN ARE INTENDED FOR USE AS PRODUCT REFERENCE MATERIAL BY ARCHITECTS, ENGINEERS, AND OTHER DESIGN PROFESSIONALS, CONTRACTORS, BUILDING CODE OFFICIALS, OR OTHER COMPETENT CONSTRUCTION INDUSTRY TRADE PROFESSIONALS HAVING AN INTEREST IN THE SELECTION, SPECIFICATION, AND USE OF PRODUCTS MANUFACTURED BY THE SUBSIDIARIES OF USG CORPORATION. THE DRAWINGS ARE INTENDED SOLELY AS TECHNICAL SUPPORT INCIDENT TO THE SALE AND USE OF USG PRODUCTS AND NOT INTENDED TO BE A SUBSTITUTE FOR THE DESIGN REVIEW AND APPROVAL OF THE LICENSED DESIGN PROFESSIONALS FOR THE PROJECT. THESE MATERIALS MAY BE PRINTED AND/OR TRANSFERRED ELECTRONICALLY SOLELY AS NEEDED BY THE USER. BECAUSE CAD ELECTRONIC FILES AND BIM (BUILDING INFORMATION MODELING) FILES CAN BE MODIFIED BY OTHER PARTIES, WITHOUT NOTICE OR INDCATION OF SUCH MODIFICATIONS, MODIFCATION OF USG PRODUCT CAD DRAWINGS IS THE SOLE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ISSUE RECORD: SHEET INFORMATION: Revision Date 10/05/2021 11:50:13 PM SN-P-1-21UL U419 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U419 March 15, 2024 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr (See Items 4 & 5 through 5J) * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1. Floor and Ceiling Runners — (Not Shown) — For use with Item 2 — Channel shaped, fabricated from min 25 MSG corrosion- protected steel, min depth to accommodate stud size, with min 1-1/4 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2B, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. CEMCO, LLC — Viper25™ Track CRACO MFG INC — SmartTrack25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ Track IMPERIAL MANUFACTURING GROUP INC — Viper25™ Track 1B. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2C, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. CEMCO, LLC — Viper20™ Track MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track 1C. Framing Members* — Floor and Ceiling Runners — (Not Shown) — In lieu of Item 1 — Channel shaped, attached to floor and ceiling with fasteners 24 in. OC. max. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20 CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME D24/30EQD and Type SUPREME D20 QUAIL RUN BUILDING MATERIALS INC — Type SUPREME D24/30EQD and Type SUPREME D20 SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME D24/30EQD and Type SUPREME D20 STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME D24/30EQD and Type SUPREME D20 TELLING INDUSTRIES L L C — Type SUPREME D24/30EQD and Type SUPREME D20 UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20 1D. Floor and Ceiling Runners — (Not Shown) — For use with Item 2A — Channel shaped, fabricated from min 20 MSG corrosion- protected or galv steel, min depth to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners spaced max 24 in. OC. 1E. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2E, 5F or 5G or 5I only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. CLARKDIETRICH BUILDING SYSTEMS — CD ProTRAK DMFCWBS L L C — ProTRAK MBA METAL FRAMING — ProTRAK RAM SALES L L C — Ram ProTRAK STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProTRAK 1F. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2F, proprietary channel shaped runners, minimum width to accommodate stud size, with 1- 1/8 in. long legs fabricated from min 0.015 in. (min bare metal thickness) galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. SUPER STUD BUILDING PRODUCTS — The Edge 1G. Framing Members* — Floor and Ceiling Runner — For use with Item 2G, proprietary channel shaped runners, minimum width to accommodate stud size attached to floor and ceiling with fasteners 24 in. OC max. STUDCO BUILDING SYSTEMS — CROCSTUD Track 1H. Floor and Ceiling Runners — (Not Shown) — Channel shaped, fabricated from min 0.02 in. galv steel, min width to accommodate stud size, with min 1 in. long legs, for use with studs specified below and fabricated from min 0.018 in. galv steel or thicker, attached to floor and ceiling with fasteners spaced max 24 in. OC. MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ Track VT100 IMPERIAL MANUFACTURING GROUP INC — Viper20™ Track VT100 1I. Framing Members* — Floor and Ceiling Runners — (Not Shown, As an alternate to Item 1) — For use with Items 2H, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC. max. TELLING INDUSTRIES L L C — TRUE-TRACK™ 1J. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2I, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. OC max. 1K. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2J, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 1L. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2N, proprietary channel shaped runners, 1-1/4 in. wide by min. 3-1/2 in. deep fabricated from min 0.018 in. thick galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RESCUE METAL FRAMING, L L C — AlphaTRAK 1M. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2O, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Wall Track 1N. Framing Members* — Floor and Ceiling Runners — Not Shown — As an alternate to Item 1 — For use with Item 2P, proprietary channel shaped runners, min width to accommodate stud size, galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Track 1O. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2Q, proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max. CEMCO, LLC — Viper X Track 1P. Framing Members* — Floor and Ceiling Runner — (Not Shown — Alternate to Item 1) — For use with Item 2R, channel shaped runners pre- equipped with proprietary attachment clips. Min. 3-5/8 in. wide. Legs of top runners minimum 3-1/4 in. wide. Legs of bottom runners minimum 1-1/2 in. wide. Runners attached to floor and ceiling with fasteners 24 in. OC max. HYPERFRAME INC - Hypertrack 1Q. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2S , proprietary channel shaped runners, min width to accommodate stud size, fabricated from min. 20 EQ/22 mils. (min. 0.0221 in. thick) galvanized steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. JJC INTERNATIONAL DISTRIBUTORS — Non-structural Tracks 3-5/8″ and 6″. 1R. Framing Members* — Floor and Ceiling Runner — Not Shown — In lieu of Item 1 — For use with Item 2T, proprietary channel shaped runners ,min width to accommodate stud size, fabricated from min. 25 MSG (0.018 in. min. bare metal thickness), attached to floor and ceiling with fasteners spaced 24 in. OC max IRONLINE METALS LLC — Bantam Track. 2. Steel Studs — Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Steel Studs — (As an alternate to Item 2, For use with Items 5B, 5E, 5H, 5J or Type ULIX) — Channel shaped, fabricated from min 20 MSG corrosion-protected or galv steel, 3-1/2 in. min depth, spaced a max of 16 in. OC. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2B. Framing Members* - Steel Studs — (As an alternate to Item 2, For use with Items 5C, 5I or Type ULIX) — Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. OC. Studs to be cut 3/4 in less than the assembly height and installed with a 1/2 in. gap between the end of the stud and track at the bottom of the wall. For direct attachment of gypsum board only. CEMCO, LLC — Viper25™ CRACO MFG INC — SmartStud25™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper25™ IMPERIAL MANUFACTURING GROUP INC — Viper25™ 2C. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CEMCO, LLC — Viper20™ MARINO/WARE, DIV OF WARE INDUSTRIES INC — Viper20™ IMPERIAL MANUFACTURING GROUP INC — Viper20™ 2D. Framing Members* — Steel Studs — In lieu of Item 2 — Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20 CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV — Type SUPREME D24/30EQD and Type SUPREME D20 QUAIL RUN BUILDING MATERIALS INC — Type SUPREME D24/30EQD and Type SUPREME D20 SCAFCO STEEL STUD MANUFACTURING CO — Type SUPREME D24/30EQD and Type SUPREME D20 STEEL CONSTRUCTION SYSTEMS INC — Type SUPREME D24/30EQD and Type SUPREME D20 TELLING INDUSTRIES L L C — Type SUPREME D24/30EQD and Type SUPREME D20 UNITED METAL PRODUCTS INC — Type SUPREME D24/30EQD and Type SUPREME D20 2E. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — For use with Items 5F or 5G or 5I or Type ULIX only, channel shaped studs, min depth as indicated under Item 5F, 5G or 5I, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. CLARKDIETRICH BUILDING SYSTEMS — CD ProSTUD DMFCWBS L L C — ProSTUD MBA METAL FRAMING — ProSTUD RAM SALES L L C — Ram ProSTUD STEEL STRUCTURAL PRODUCTS L L C — Tri-S ProSTUD 2F. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, minimum width indicated under Item 5, 1-1/4 in. deep fabricated from min 0.015 in. (min bare metal thickness) galvanized steel. Studs 3/8 in. to 3/4 in. less in lengths than assembly heights. SUPER STUD BUILDING PRODUCTS — The Edge 2G. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped studs, minimum width indicated under Item 5, Studs to be cut 3/8 to 3/4 in less than the assembly height. STUDCO BUILDING SYSTEMS — CROCSTUD 2H. Framing Members* — Steel Studs — (Not Shown, As an alternate to Item 2) — Fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. OC. Studs to be cut 3/4 in. less than assembly height. TELLING INDUSTRIES L L C — TRUE-STUD™ 2I. Framing Members* — Steel Studs — 2J. Framing Members* — Metal Studs — Not Shown — In lieu of Item 2 — proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max if 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights 2K. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. EB METAL INC — NITROSTUD 2L. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. OLMAR SUPPLY INC — PRIMESTUD 2M. Framing Members* — Steel Studs — As an alternate to Item 2 — For use with Item 1, channel shaped studs, fabricated from min 25 MSG corrosion-protected steel, min depth as indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. MARINO/WARE, DIV OF WARE INDUSTRIES INC — StudRite™ 2N. Framing Members*— Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min depth 3-1/2 in. and as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 0.018 in. thick galv steel. Studs cut 3/8 in. to 3/4 in. less in length than assembly height. RESCUE METAL FRAMING, L L C — AlphaSTUD 2O. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. RONDO BUILDING SERVICES PTY LTD — Rondo Lipped Wall Stud 2P. Framing Members* — Steel Studs — As an alternate to Item 2 — proprietary channel shaped steel studs, min width as indicated under Item 5, min 25 MSG galv steel. Studs to be cut 3/8 to 3/4 in. less in lengths than assembly height. Spaced 24 in. OC max. OEG BUILDING MATERIALS — OEG Stud 2Q. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1O, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. CEMCO, LLC — Viper X 2R. Framing Members* — Steel Studs — (Not Shown — Alternate to Item 2, For use with Item 1P) — Channel shaped steel studs with attachment clips at top and bottom, min 3-5/8 in. depth, spaced a max of 24 in. OC. Studs clipped into floor and ceiling runners (Item 1P). Max 2- 3/8 in. extension reveal from top of stud to inside of ceiling runner. HYPERFRAME INC— Hyperstud 2S. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1Q, proprietary channel shaped steel studs, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min. 20 EQ/22 mils. (min. 0.0221 in. thick) galvanized steel. Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. JJC INTERNATIONAL DISTRIBUTORS — Non-structural Studs 3-5/8″ and 6″. 2T. Framing Members* — Steel Studs — Not Shown — In lieu of Item 2 — For use with Item 1R, proprietary channel shaped steelstuds, min depth as indicated under Item 5, spaced a max of 24 in. OC, fabricated from min 25 MSG (0.018 in. min. bare metal thickness). Studs cut 3/8 in. to 3/4 in. less in lengths than assembly heights. IRONLINE METALS LLC — Bantam Stud. 3. Wood Structural Panel Sheathing — (Optional, For use with Item 5 Only) — (Not Shown) — 4 ft wide, 7/16 in. thick oriented strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue, applied horizontally or vertically to the steel studs. Vertical joints centered on studs, and staggered one stud space from wallboard joints. Attached to studs with flat-head self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC. in the perimeter and 12 in. OC. in the field. When used, gypsum panels attached over OSB or plywood panels and fastener lengths for gypsum panels increased by min. 1/2 in. 4. Batts and Blankets* — (Required as indicated under Item 5) — Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 5. See Batts and Blankets (BKNV or BZ JZ) Categories for names of Classified companies. 4A. Batts and Blankets* — (Optional – as an alternate to item 4) — Placed in stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZ JZ) Categories for names of Classified companies. 4B. Fiber, Sprayed* — (Optional – as an alternate for items 4 or 4A, for use with Type ULIX) Where insulation is required - Spray applied granulated mineral fiber material. The fiber is applied with adhesive at a minimum density of 4.0 pcf to completely fill the wall cavity in accordance with the application instructions supplied with the product. See Fiber, Sprayed (CCAZ). AMERICAN ROCKWOOL MANUFACTURING, LLC — Type Rockwool Premium Plus 4C. Foamed Plastic* — (As an alternate for items 4, 4A or 4B, for use with Item 5K) — Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity, for 2 hour rated assemblies only. When foamed plastic is used, minimum stud depth shall be 3-1/2 in. with minimum 20 MSG steel thickness. CARLISLE SPRAY FOAM INSULATION — Types SealTite ONE, SealTite Pro Closed Cell (CC), SealTite Pro Open Cell (OC), SealTite Pro OCX, SealTite Pro No Trim 21, SealTite Pro One Zero, Foamsulate Closed Cell, Foamsulate OCX, Foamsulate 70, and Foamsulate HFO. 4D. Foamed Plastic* — (As an alternate for items 4, 4A or 4B, for use with Item 5K) — Spray applied, foamed plastic insulation, at any thickness from partial fill to completely filling stud cavity, for up to 2 hour rated assemblies only. When foamed plastic is used, minimum stud depth shall be 3-1/2 in. with minimum 20 MSG steel thickness. BASF CORP - Enertite® NM, Enertite® G, FE178®, Spraytite® 178, Spraytite® 81206, Walltite® 200, Walltite® US, Walltite® US-N, Walltite HP+, FE137®, FE158®, Spraytite® 158, Spraytite® SP, Spraytite® 81205, Spraytite® Comfort XL, Walltite® XL, and Walltite® MAX 5. Gypsum Board* — Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) with Type ULIX need not be staggered. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Items 2, 2C, 2D, 2F, 2G, 2O No. of Layers & Thkns of Panel Min Thkns of Insulation (Item 4) 1 3-1/2 1 layer, 5/8 in. thick Optional 1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional 4 2-1/2 2 layers, 3/4 in. thick 2 in. CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO — 1/2 in. thick Type C and 5/8 in. thick Type SCX UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SGX, SHX, ULIX, WRX, IP-X1, AR, C, WRC, FRX- G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE When Item 7B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 4) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 6. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 6. 5A. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 24 to 54 in. wide, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 6. CGC INC — Type SHX. UNITED STATES GYPSUM CO — Type FRX-G, SHX. USG MEXICO S A DE C V — Type SHX. 5B. Gypsum Board* — (Not Shown) — As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 in or 3/4 in. thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) — Nom 5/8 in. or 3/4 in. may be used as alternate to all 5/8 in. or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 in. or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Gypsum board secured to 20 MSG steel studs Item 2A with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. To be used with Lead Batten Strips (see Item 11) or Lead Discs or Tabs (see Item 12). RAY-BAR ENGINEERING CORP — Type RB-LBG 5C. Gypsum Board* — (For Use With Item 2B) — Rating Limited to 1 Hour. 5/8 in. thick, 48 in. wide, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. (Vertical Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. Vertical joints are to be centered over studs and staggered one stud cavity on opposite sides of studs. (Horizontal Application) - The gypsum board is to be installed on each side of the studs with 1 in. long Type S coated steel screws spaced 8 in. OC starting 4 in. from the edge of the board at the vertical edges and 12 in. OC starting 6 in. from the edge of the board at the center of each board. Gypsum boards are to be secured to the top and bottom track with screws spaced 8 in. OC starting 4 in. from the board edge. Fasteners shall not penetrate through both the stud and the track at the same time. All horizontal joints are to be backed as outlined under section VI of Volume 1 in the Fire Resistive Directory. CGC INC — Type SCX, ULIX. THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO — Type SCX UNITED STATES GYPSUM CO — Type SCX, SGX, ULIX. USG BORAL DRYWALL SFZ LLC — Type SCX USG MEXICO S A DE C V — Type SCX 5D. Gypsum Board* — (As an alternate to Item 5) — 5/8 in. thick, 48 in. wide, applied vertically or horizontally. Secured as described in Item 6. For use with Items 1 and 2 only. CGC INC — Type USGX UNITED STATES GYPSUM CO — Type USGX USG BORAL DRYWALL SFZ LLC — Type USGX USG MEXICO S A DE C V — Type USGX 5E. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nominal 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 (or No. 6 by 1-1/4 in. long bugle head fine driller) steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC, DBA NELCO — Nelco 5F. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E and limited to 1 Hour Rating only, Gypsum panels with beveled, square or tapered edges, applied vertically, and fastened to the steel studs with 1 in. long Type S screws spaced 8 in. OC along vertical and bottom edges and 12 in. OC in the field. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Steel stud depth shall be a minimum 3-5/8 in. THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO — Type SCX UNITED STATES GYPSUM CO — 5/8 in. thick Type SCX, SGX, ULIX USG BORAL DRYWALL SFZ LLC — 5/8 in. thick Type SCX, SGX 5G. Gypsum Board* — (As an alternate to Item 5) — For use with Items 1E and 2E only, Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally, as specified in the table below and fastened to the steel studs as described in Item 6. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 2 hr, 3 hr and 4 hr ratings are as follows: Gypsum Board Protection on Each Side of Wall Rating, Hr Min Stud Depth, in. Item 2E No. of Layers & Thickness of Panel Min Thkns of Insulation (Item 4) 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 2 layers, 5/8 in. thick Optional 3 1-5/8 3 layers, 1/2 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 1/2 in. thick Optional CGC INC — 1/2 in. thick Type C, IP-X2 or IPC-AR;, 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, ULIX or 3/4 in. thick Types IP-X3 or ULTRACODE THE SIAM GYPSUM INDUSTRY (SONGKHLA) CO — 1/2 in. thick Types C and 5/8 in. thick SCX UNITED STATES GYPSUM CO — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SGX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR, ULIX; 3/4 in. thick Types IP-X3 or ULTRACODE USG BORAL DRYWALL SFZ LLC — 1/2 in. Type C; 5/8 in. Types C, SCX, SGX, ULTRACODE USG MEXICO S A DE C V — 1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, or; 3/4 in. thick Types IP-X3 or ULTRACODE 5H. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 5/8 or 3/4 in thick products are specified. For direct attachment only to steel studs Item 2A, (not to be used with Item 3) - Nom 5/8 or 3/4 in. may be used as alternate to all 5/8 or 3/4 in. shown in Item 5, Wallboard Protection on Each Side of Wall table. Nom 5/8 or 3/4 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over 20 MSG steel studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Gypsum board secured to 20 MSG steel studs Item 2B with 1-1/4 in. long Type S-12 steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. For Joint Compound see Item 5. To be used with Lead Batten Strips (see Item 11A) or Lead Discs (see Item 12A). MAYCO INDUSTRIES INC — Type X-Ray Shielded Gypsum 5I. Gypsum Board* — (As an alternate to Item 5) — Nom. 5/8 in. thick gypsum panels with beveled, square or tapered edges installed as described in Item 5. Steel stud minimum depth shall be as indicated in Item 5. CGC INC — Type ULIX, ULX UNITED STATES GYPSUM CO — Type ULIX, ULX USG MEXICO S A DE C V — Type ULX 5J. Gypsum Board* — (Not Shown) — (As an alternate to Item 5 when used as the base layer on one or both sides of wall when 1/2 in. or 5/8 in thick products are specified, For direct attachment only to steel studs Item 2A, not to be used with Item 3). Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical joints centered over studs and staggered min 1 stud cavity on opposite sides of studs. Wallboard secured to studs with 1-1/4 in. long Type S-12 steel screws gypsum panel steel screws spaced 8 in. OC at perimeter and 12 in. OC in the field. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. Lead batten strips, min 2 in. wide, max 8 ft long with a max thickness of 0.14 in. placed on the face of studs and attached to the stud with construction adhesive and two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead discs, nominal 3/8 in. diam by max 0.085 in. thick. Compression fitted or adhered over the screw heads. Lead batten strips and discs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". RADIATION PROTECTION PRODUCTS INC — Type RPP - Lead Lined Drywall 5K. Gypsum Board* — (As an alternate to Item 5 when Foam Plastic insulation (Items 4C or 4D) is used) — Any 5/8 in. thick, 4 ft. wide, Gypsum Board listed in Item 5 above. Applied vertically with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Gypsum panels secured to studs with 1-1/4 in. long Type S steel screws spaced 8 in. OC at perimeter and in the field. For 2 layer assemblies outer layer will be attached to studs over inner layer with the 1-7/8 in. long steel screws spaced 8 in. OC. 6. Fasteners — (Not Shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Single layer system with Type ULIX: 1 in. long, spaced 12 in. OC in the field and perimeter, when panels are applied horizontally or vertically.Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8 in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 7. Furring Channels — (Optional, Not Shown, for single or double layer systems) — Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 5A. 7A. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 and RSIC-1 (2.75) clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. RSIC-V and RSIC-V (2.75) clips secured to studs with No. 8 x 9/16 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. RSIC-1 and RSIC-V clips for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) and RSIC-V (2.75) clips for use with 2-23/32 in. wide furring channels. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-V, RSIC-1 (2.75), RSIC-V (2.75). 7B. Framing Members* — (Optional, Not Shown) — As an alternate to Item 7, for single or double layer systems, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 5. Two layers of gypsum board attached to furring channels as described in Item 5. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No. 8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC — Type Isomax 7C. Framing Members* — (Not Shown) — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ca) to studs (Item 2). Clips spaced max. 48 in. OC. GENIECLIPS secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. PLITEQ INC — Type GENIECLIP 7D. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Da) to studs. Clips spaced 48 in. OC., and secured to studs with 2 in. coarse drywall screw with 1 in. diam washer through the center hole. Furring channels are friction fitted into clips STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237 or A237R 7E. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. Spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item 7Eb. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 AWG galvanized steel wire.. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach furring channels (Item 7Ea) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Furring channels are friction fitted into clips. REGUPOL AMERICA — Type SonusClip 7F. Steel Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — Resilient channels and Steel Framing Members as described below: a. Resilient Channels — Formed of No. 25 MSG galv steel, spaced 24 in. OC, and perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels overlapped 6 in. and secured in place with two No. 8 15 x 1/2 in. Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 5. Not for use with Item 5A and 5E. b. Steel Framing Members* — Used to attach resilient channels (Item 7Fa) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC — Type RC+ Assurance Clip 7G. Framing Members* — (Optional on one or both sides, not shown, for single or double layer systems) — As an alternate to Item 7, furring channels and Steel Framing Members as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-23/32 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 6. Not for use with Item 5A. b. Steel Framing Members* — Used to attach furring channels (Item 7Ga) to studs (Item 2). Clips spaced max. 48 in. OC. Clips secured to studs with No. 8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center hole. Furring channels are friction fitted into clips. CLARKDIETRICH BUILDING SYSTEMS — Type ClarkDietrich Sound Clip 8. Joint Tape and Compound — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 9. Siding, Brick or Stucco — (Optional, Not Shown) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 10. Caulking and Sealants* — (Optional, Not Shown) — A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO — Type AS 11. Lead Batten Strips — (Not Shown, For Use With Item 5B) — Lead batten strips, min 1-1/2 in. wide, max 10 ft long with a max thickness of 0.125 in. Strips placed on the interior face of studs and attached from the exterior face of the stud with two 1 in. long Type S-12 pan head steel screws, one at the top of the strip and one at the bottom of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5B) and optional at remaining stud locations. Required behind vertical joints. 11A. Lead Batten Strips — (Not Shown, For Use With Item 5H) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.140 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.5% meeting the Federal specification QQ-L-201f, Grades "B, C or D". Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at remaining stud locations. 12. Lead Discs or Tabs — (Not Shown, For Use With Item 5B) — Used in lieu of or in addition to the lead batten strips (Item 11) or optional at other locations - Max 3/4 in. diam by max 0.125 in. thick lead discs compression fitted or adhered over steel screw heads or max 1/2 in. by 1-1/4 in. by max 0.125 in. thick lead tabs placed on gypsum boards (Item 5B) underneath screw locations prior to the installation of the screws. Lead discs or tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". 12A. Lead Discs — (Not Shown, for use with Item 5H) — Max 5/16 in. diam by max 0.140 in. thick lead discs compression fitted or adhered over steel screw heads. Lead discs to have a purity of 99.5% meeting the Federal Specification QQ-L-201f, Grades "B, C or D". 13. Lead Batten Strips — (Not Shown, For Use With Item 5E) — Lead batten strips, 2 in. wide, max 10 ft long with a max thickness of 0.142 in. Strips placed on the face of studs and attached to the stud with two min. 1 in. long min. Type S-8 pan head steel screws, one at the top of the strip and one at the bottom of the strip or with one min. 1 in. long min. Type S-8 pan head steel screw at the top of the strip. Lead batten strips to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead batten strips required behind vertical joints of lead backed gypsum wallboard (Item 5E) and optional at remaining stud locations. 14. Lead Tabs — (Not Shown, For Use With Item 5E) — 2 in. wide, 5 in. long with a max thickness of 0.142 in. Tabs friction-fit around front face of stud, the stud folded back flange, and the back face of the stud. Tabs required at each location where a screw (that secures the gypsum boards, Item 5E) will penetrate the steel stud. Lead tabs to have a purity of 99.9% meeting the Federal specification QQ-L-201f, Grade "C". Lead tabs may be held in place with standard adhesive tape if necessary. 15. Barrier Mesh — (Optional, Not Shown) - Attached to steel studs on one or both sides of the wall using Barrier Mesh Clips spaced at maximum 12 inches on center vertically, using a flat head type screw penetrating through the steel at least 3/8 of an inch. For Steel Studs less than 0.033 inches in thickness, use self-piercing screws. For Steel Studs equal to or greater than 0.033 inches in thickness, use steel drill screws (self-tapping). Gypsum Board (Item 5) to be installed directly over the Barrier Mesh using prescribed screw patterns with lengths increased by a minimum 1/8 in. Barrier Mesh may be installed with the long dimension of the diamond pattern positioned vertically or horizontally. Barrier Mesh joints may occur as butt joints at the framing members and secured using the Barrier Mesh Clips or occur in between framing members as overlapping joints secured using 18 SWG wire ties spaced a maximum 12 in. on center. CLARKDIETRICH BUILDING SYSTEMS — Barrier Mesh, Barrier Mesh Clips * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2024-03-15 The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL Solutions' Follow - Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL Solutions' Follow - Up Service. Always look for the Mark on the product. UL Solutions permits the reproduction of the material contained in Product iQ subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from Product iQ with permission from UL Solutions" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "©2024 UL LLC." Floor/ceiling assembly 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park Column Protection 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park 4165 Shoreline Drive, Spring Park