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ElevationsSalt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 Boise 800 W. Main Street Suite 940 Boise, ID 83702 208.424.7675 babcockdesign.comFORR&R BBQ - MERIDIANPERMIT SET02.07.20FOUR FOODS GROUP PROJECT TEAM ARCHITECTBABCOCK DESIGN GROUP 52 EXCHANGE PLACE SALT LAKE CITY ,UT 84111 T: 801.531.1144 F: 801.363.3132 CONTACT: JD TEA jd@babcockdesign.COMOWNER ELECTRICALSTRUCTURALMECHANICALFOUR FOODS GROUP 871 SOUTH AUTO MALL DRIVE AMERICAN FORK, UT 84003 T: 801.642.3800 CONTACT: JOSH HART jhart@fourfoodsgroup.com EA SOLUTIONS 324 SOUTH STATE STREET, SUITE 444 SALT LAKE CITY, UT 84111 T: 385.549.8800 CONTACT: WILL FELT will.felt@easolutions.us DYNAMIC STRUCTURES 1887 NORTH 1120 WEST PROVO, UT 84604 T: 801.356.1140 CONTACT: JAY ADAMS jay@dstructures.com SPECTRUM ENGINEERS 324 SOUTH STATE STREET, SUITE 400 SALT LAKE CITY, UT 84111 T: 801.328.5151 CONTACT: RYAN BOOGAARD rhb@spectrum-engineers.com KITCHEN EQ.BINTZ RESTAURANT SUPPLY CO 1855 SOUTH 300 WEST SALT LAKE CITY, UT 84115 T: 801.463.1515 CONTACT: ZACH HANSEN zhansen@bintzaupply.com DEFERRED SUBMITTALS ARE TO BE MADE IN COMPLIANCE WI TH SECTION 107.3.4.1 OF THE 2015 INTERNATIONAL BUILDING CODE. DEFERRED SUBMITTAL DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT OF RECORD FOR THE PROJECT WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL HAVING JURISDICTION WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL COMPLIANCE WITH THE DESIGN OF THE PROJECT. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED. THE FOLLOWING CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED AS A DEFERRED SUBMITTAL: 1. FIRE SPRINKLER, MONITORING, AND ALARM SYSTEM (I F REQUIRED BY THE BUILDING OFFICIAL) FIRE REVIEW WILL BE DEFERRED AND THE HEALTH DEPARTM ENT REVIEW IS IN PROCESS. CITY DEFERRED SUBMITTALS STRUCTURE STEEL STOREFRONT GLASS ROOFING LIGHT POLES EXTERIOR VENEER CMU + MORTAR DOORS + HARDWARE PLUMBING FIXTURES THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT & OWNER FOR REVIEW PRIOR TO WORK/INSTALLATION (EMAIL OR ELECTRONICALLY): RESTROOM PARTITIONS RESTROOM ACCESSORIES FLOORING PAINT + STAIN FRP TILE + GROUT GENERAL CONTRACTOR SUBMITTALS 1 1 1. TENANT GENERAL CONTRACTOR TO ADHERE TO ALL RULES AND REGULATIONS AS SET FORTH BY MALL MANAGEMENT. REFER TO CENTERCAL RULES AND REGULATIONS MANUAL. 2. ANY CHANGES TO STORE DESIGN / CONSTRUCTION AFTER PLANS HAVE BEEN APPROVED MUST BE FORMALY ADDRESSED WITH CENTERCAL AND THE CITY. 3. TENANT GC TO COORDINATE ANY WORK OUTSIDE OF TENANT LEASE PREMISES WITH MALL OPERATIONS AND TENANT COORDINATOR. 4. A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE TENANT SERVICES DEPARTMENT PRIOR TO STARTING CONSTRUCTION WITH AN APPROVED SET OF PLANS AND PERMIT IN HAND. CENTERCAL GENERAL NOTES 1. SIGNED SHOP DRAWINGS TO BE SUBMITTED FOR LANDLORD APPROVAL PRIOR TO SIGN FABRICATION AND INSTALLATION 2. NO EXPOSED FASTENERS ARE PERMITTED. UL LABELS MUST BE CONCEALED FROM PUBLIC VIEW. 3. NO VISIBLE LIGHT LEAKS OR WEEP HOLES ARE PERMITTED 4. SIGN INSTALLATION MUST BE COORDINATED WITH TENANT SERVICES COORDINATOR. 5. ALL EXISITNG HOLES IN FACADE MUST BE REPAIRED. SIGNAGE GENERAL NOTES STRUCTURAL S-101 CANOPY FRAMING PLAN S-102 CONSTRUCTION DETAILS S-103 ROOF FRAMING PLAN MECHANICAL / PLUMBING ME-001 MECHANICAL COVER SHEET ME-002 MECHANICAL SPECIFICATIONS ME-501 MECHANICAL DETAILS ME-502 KITCHEN HOOD DETAILS ME-503 KITCHEN HOOD DETAILS ME-504 KITCHEN EF/MAU DETAILS ME-505 KITCHEN EXHAUST FAN DETAILS ME-506 KITCHEN MAKEUP AIR UNIT DETAILS ME-507 KITCHEN EQUIPMENT WIRING & PIPING ME-508 KITCHEN HOOD CONTROL ME-601 MECHANICAL SCHEDULES ME-602 GREASE DUCT DETAILS &T-STAT WIRING MD-101 MECHANICAL DEMOLITION PLAN MH-101 MECHANICAL PLAN MH-102 ROOF MECHANICAL PLAN PE-001 PLUMBING COVER SHEET PE-501 PLUMBING DETAILS PE-502 PLUMBING DETAILS PE-601 PLUMBING SCHEDULES PL-104 ROOF PLUMBING PLAN ELECTRICAL EE-001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES EE-501 ELECTRICAL DETAILS EE-701 TYPICAL MOUNTING HEIGHT DETAILS EP-101 LEVEL 1 POWER PLAN EP-102 ROOF POWER PLAN EP-401 ENLARGED KITCHEN POWER PLAN EP-601 ONE-LINE DIAGRAM EP-602 EQUIPMENT SCHEDULES EP-604 PANEL SCHEDULES EL-101 LEVEL 1 LIGHTING PLAN EL-501 RELAY PANEL CUTSHEETS EL-601 LIGHTING SCHEDULES & COMCHECK EY-101 LEVEL 1 AUXILIARY PLAN DRAWING INDEX VICINITY MAPPROJECT LOCATION RESPONSIBILITY SCHEDULE KITCHEN K-1 FOOD SERVICE EQUIPMENT PLAN EQUIPMENT FLOOR PLAN K-1.1 FOOD SERVICE EQUIPMENT PLAN EQUIPMENT SCHEDULE Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:25:51 PM R&R BBQ - MERIDIANPROJECT INFORMATION SHEETG0013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPARCHITECTURAL A110 PLUMBING ROUGH-IN DIMENSION PLAN A111 SLAB PLAN A112 FLOOR PLAN A113 REFLECTED CEILING PLAN A114 FLOOR FINISH PLAN A115 LEVEL 1 FURNITURE / EQUIPMENT PLAN A121 ROOF PLAN A151 SPECIFICATION - RESINOUS FLOOR A161 SPECIFICATION - SPRAY-APPLIED INSULATION A201 EXTERIOR ELEVATIONS A301 BUILDING SECTIONS A311 WALL SECTIONS A312 WALL SECTIONS A401 ENLARGED FLOOR PLANS A402 ENLARGED PLANS AND INTERIOR ELEVATIONS A403 ENLARGED PLANS AND INTERIOR ELEVATIONS A404 INTERIOR ELEVATIONS A501 EXTERIOR DETAILS A541 INTERIOR DETAILS A542 INTERIOR DETAILS A551 MILLWORK DETAILS A561 OPENING DETAILS A601 UL RATINGS AND DIAGRAMS A611 STANDARD PARTITION TYPES A612 PARTITION HEAD DETAILS A613 STANDARD PARTITION AND FRAMING DETAILS A621 WINDOW AND DOOR SCHEDULES A641 MATERIAL AND FINISH SCHEDULES A651 TYPICAL MOUNTING HEIGHTS A661 SIGNAGE PLAN AND DETAILS A901 3D VIEWS AND RENDERINGS for: R&R BBQ - MERIDIAN 3680 E. FAIRVIEW AVE. MERIDIAN, ID PERMIT SET 02.07.20 FOUR FOODS GROUP GENERAL G001 PROJECT INFORMATION SHEET G002 CODE REVIEW SHEET G003 GENERAL NOTES, LEGENDS, ABBREVIATIONS, AND SYMBOLS G201 GENERAL ACCESSIBILITY REQUIREMENTS G202 GENERAL ACCESSIBILITY REQUIREMENTS DEMO AD112 DEMOLITION FLOOR PLAN ARCHITECTURAL SITE AS101 SITE PLAN AS501 SITE DETAILS num. description date 1 OWNER REVISIONS 02.28.20 1 PROJECT INFORMATION 92' -2" D IA G O N A L D ISTA N C E56'-0" COMMON PATH OF EGRESSKITCHEN AREA CALCULATION COMERCIAL KITCHEN (DIAGONAL HATCH) 1,661 SF (200 SF PER OCC) = 9 OCC AGGREGATE OCCUPANT COUNT KITCHEN 9 1 EXITS PROVIDED 5 OCC EXIT THRU DINING AREA 4 OCC 5 OCC EXIT 0.20CF 1" R 40" P QUEUE AREA CALCULATION ASSEMBLY -STANDING SPACE (SAND HATCH) 177 SF (5 SF PER OCC) = 36 OCC DINING AREA CALCULATION ASSEMBLY -FIXED SEATING - BENCH 77 LF / 2 = 39 OCC ACTUAL CHAIR COUNT (NOT BENCHES) 66 INTERIOR CHAIRS AGGREGATE OCCUPANT COUNT FIXED SEATING BENCH 39 UNCONSECRATED 66 OCC FROM KITCHEN 5 OCC FROM QUEUE 36 TOTAL DINING AREA OCC 146 2 EXITS PROVIDED 73 OCC EACH PATIO AREA CALCULATION ACTUAL CHAIR COUNT 30 EXTERIOR CHAIRS = 30 OCC 105 OCC EXIT 0.20CF 10.6" R 34" P 73 OCC EXIT 0.20CF 14.6" R 68" P SECTION 1007.1.1 (EXCEPTION 2) REQUIRED DISTANCE BETWEEN EXITS MAXIMUM OVERALL DIAGONAL DIMENSION / 3 REQUIRED DISTANCE = 30'-8" = (92'-2" / 3) PROVIDED DISTANCE = 44'-0" MAXIMUM AREA OCCUPANT LOAD OF 32 SIGN. SEE SIM MAXIMUM ROOM OCCUPANT LOAD OF 107 SIGN. SEE 30' - 0" 14' - 8"21' - 1 3/4"4 4 -0 " C L T O C L O F D O O R S < 1 /3 T H E D I A G O N A L D I S T A N C E 5 4 FE FE 73 73 OCC EXIT 0.20CF 14.6" R 34" P 7334'-0" COMMON PATH OF EGRESS53 52 52 OCC EXIT 0.20CF 10.4" R 34" P 4 432" CLEAR3' - 5"4 4 4 36" CLEAR4 989 SF 20 42 AREA OF ROOM SF PER OCCUPANT PER IBC TABLE 1004.1.2 NUMBER OF OCCUPANTS IN ROOM ROOM NAME CLASSROOM NUMBER OF OCCUPANTS THROUGH DOOR OPENING INDICATES PATH OF EGRESS AND DIRECTION OF TRAVEL FE DF FDC 270 OCC EXIT 0.15 CF 40.5" R 69" P DRINKING FOUNTAIN FIRE EXTINGUISHER - THE MAXIMUM TRAVEL DISTANCE TO REACH AN EXTINGUISHER FROM ANY POINT IN THE BUILDING SHALL NOT EXCEED 75 FEET - COORDINATE FINAL LOCATION WITH FIRE MARSHAL FIRE DEPARTMENT CONNECTION MAXIMUM OCCUPANT LOAD THRU EXIT MINIMUM REQUIRED EXIT WIDTH EXIT WIDTH PROVIDED; DOORS MEASURED BETWEEN DOOR FACE AND STOP CAPACITY FACTOR (STAIRS PER 1005.3.1; OTHER PER 1005.3.2 EXCEPTION 2012 IBC) SYMBOLS LEGEND # Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/24/2020 12:01:55 PM R&R BBQ - MERIDIANCODE REVIEW SHEETG0023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/8" = 1'-0"1 OCCUPANCY CALCULATION PLAN OCCUPANT LOAD OF FIXED SEATING WITHOUT ARMS ONE PER 18" PER IBC SECTION 1004.4 FIXED SEATING - OCCUPANT LOAD OF BOOTH SEATING ONE PER 24" *FIXED SEATING EXCEPTION: TOTAL OCCUPANT 150 KITCHENS, COMMERCIAL 1,857 SF 200 S.F. PER OCC 9 ASSEMBLY - STANDING SPACE 131 SF 5 S.F. PER OCC 36 ASSEMBLY - UNCONCENTRATED TABLES & CHAIRS N/A 42 SEATS 66 ASSEMBLY - FIXED SEATING - BENCH 77 N/A 2 L.F. PER OCC 39 FUNCTION OF SPACE FIXED SEATING EXCEPTION*AREA OCCUPANT LOAD FACTOR CALCULATED OCCUPANTS OCCUPANCY LOAD CALCULATION PER TABLE 1004.1.2 ACCESSIBLE SEATING (EXTERIOR)1 SEATS ACCESSIBLE SEATING (INTERIOR)4 SEATS MINIMUM REQ. ACCESSIBLE SEATING (101 TO 300)5 SEATS TOTAL SEATING 138 NON-FIXED SEATING - ACTUAL (EXTERIOR)34 NON-FIXED SEATING - ACTUAL (INTERIOR)66 BAR STOOLS FIXED (1 PER 18")0 BOOTH SEATING (1 PER 24")38 TYPE OF SEATING NUMBER OF SEATS ACCESSIBLE SEATING PER SECTION 1108.2.2.1 PER IPC SECTION 410.3 - DRINKING FOUNTAINS SHALL NOT BE REQUIRED. THIS RESTRAUNT WILL PROVIDE DRINKING WATER IN A CONTAINER FREE OF CHARGE; **REQUIRED DRINKING FOUNTAINS: PROVIDED 2 2 1 1 0** 1 REQUIRED 1 1 1 1 0** 1 A-2 150 1 PER 75 75 1 PER 75 75 1 PER 200 75 1 PER 200 75 1 PER 500 203 1 USE LOAD RATIO MALE RATIO FEMALE RATIO MALE RATIO FEMALE RATIO D.F. OCCUPANCY WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINK PLUMBING ANALYSIS num. description date 4 CITY REVIEW COMMENTS 03.24.20 ABBREVIATIONS ELECTRICAL SYMBOLS MATERIALS AND TYPES SYMBOLS LEGEND GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS THAT ARE REQUIRED BEFORE AND DURING THE CONSTRUCTION PROCESS PRIOR TO THE COMMENCEMENT OF ANY WORK, AND SHALL BE REQUIRED TO CONTACT THE PROPER AUTHORI TIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL CAREFULLY READ, STUDY, AND UNDERSTAND ALL PLANS AND SPECIFICATIONS FOR TRADES. COORDINATION BETWEEN TRADES WILL BE NECESSARY AND THE RESPONSIBILITY OF THE CONTRACTOR. ANY QUESTIONS THAT ARISE SHALL BE CLARI FIED BY THE ARCHITECT PRIOR TO CONSTRUCTION. 3. CONTRACTOR WILL VERIFY ALL CONDITIONS. DIMENSIONS AND ELEVATIONS, ETC. AT THE SITE AND WILL COORDINATE WORK PERFORMED BY ALL TRADES. 4. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONAL DISCREPANCIES ARE TO BE CLARIFIED WITH THE ARCHITECT BEFORE PROCEEDING WITH CONSTRUCTION. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO EXCAVATION. CONTACT BLUE-STAKE OR AUTHORITIES HAVING JURISDICTION. 6. CONTRACTOR WILL NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES, OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND / OR SPECIFICATIONS BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN ALL CASES, UNLESS OTHERWISE DIRECTED. THE MOST STRINGENT REQUIREMENTS WILL GOVERN. 7. THE ARCHITECTS APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, MATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. COORDINATE WITH ADDITIONAL GENERAL NOTES, ENERGY CONSERVATION NOTES, AND STRUCTURAL NOTES. 9. SHOP DRAWINGS WILL BE PROVIDED TO THE CONTRACTOR BY SUPPLIER OR PRODUCT MANUFACTURER PRIOR TO INSTALLATION, FABRICATION, OR ERECTION OF ANY PREFABRICATED OR MANUFACTURER DESIGNED COMPONENTS. THESE DRAWINGS WILL BE STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THIS STRUCTURE RESIDES. COPIES OF THE SHOP DRAWINGS ARE TO BE PROVIDED TO THE ARCHITECT FOR REVIEW PRIOR TO ORDERING OR INSTALLATION. 10. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES INCLUDING THE 2015 INTERNATIONAL BUILDING CODE, COVENANTS AND RESTRICTIONS AND LOCAL BUILDING AND HOUSING STANDARDS. 11. IN NO EVENT SHALL THE CONTRACTOR SUBSTITUTE A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS AS THE ARCHITECT ORDERS BEFORE APPROVAL OF THAT CONSTRUCTION WILL BE GRANTED. NOTES AND DETAILS ON THE DRAWINGS WILL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 12. IN INSTANCES WHERE ITEMS ARE TO BE SELECTED BY OWNER, THE DETAILS PROVIDED BY THE ARCHITECT ARE OF A GENERIC NATURE. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE THE SELECTED MANUFACTURERS SPECIFIC DETAILS WITH THE PROVIDED DETAILS AND ADJUST CONSTRUCTION ACCORDINGLY. IN SUCH INSTANCES CONSULT WITH THE ARCHITECT / ENGINEER PRIOR TO INSTALLATION. THE SELECTED MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES, INDUSTRY STANDARDS, AND APPLICABLE CODE REQUIREMENTS MUST BE FOLLOWED. 13. IN INSTANCES WHERE ITEMS ARE TO BE SELECTED BY OWNER, ORDERING, DELIVERY, OR INSTALLATION WILL NOT TAKE PLACE UNTIL WRITTEN AUTHORIZATION IS OBTAINED FROM THE OWNER OR OWNER'S AGENT. 14. PROVIDE A CONTINUOUS 1/2" BEAD OF 100% SILICONE SEALANT AT ALL EXTERIOR JOINTS – SEE SPECIFICATIONS. 15. REFER TO STRUCTURAL DRAWINGS FOR ALL FOOTING AND FOUNDATION WALLS, CONCRETE REINFORCING, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, PRIMARY STRUCTURAL FRAMES, FLOOR FRAMING, ROOF FRAMING, SECONDARY FRAMING, AND ASSOCIATED CONNECTION DETAILS. COORDINATE ALL RELATED WORK WITH GENERAL STRUCTURAL NOTES, SCHEDULES, AND DETAILS. 16. REFER TO ELECTRICAL DRAWINGS FOR ALL ELECTRICAL EQUIPMENT, PANEL LOCATIONS, WIRING DIAGRAMS, AND FIXTURE LOCATIONS. COORDINATE ANY RELATED WORK WITH GENERAL ELECTRICAL NOTES AND ELECTRICAL FIXTURE SCHEDULES. 17. REFER TO MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT, DUCT WORK, MECHANICAL PIPING, AND EXHAUST. COORDINATE ANY RELATED WORK WI TH GENERAL MECHANICAL NOTES, SCHEDULES, AND DETAILS. 18. REFER TO PLUMBING DRAWINGS FOR ALL PLUMBING EQUIPMENT, FIXTURES, AND RELATED PIPING, I.E.; STORM SEWER, SANITARY SEWER, AND DOMESTIC WATER SUPPLY. COORDINATE ANY RELATED WORK WITH GENERAL PLUMBING NOTES, SCHEDULES, AND DETAILS. 19. CONTRACTOR AND ALL SUBCONTRACTORS WILL PERFORM THEIR TRADES AND DUTIES IN A MANNER CONFORMING TO THE PROCEDURES AND REQUIREMENTS AS STATED IN THE 2015 INTERNATIONAL BUILDING CODE, (OR LATEST ACCEPTED CODE ADOPTED BY THE LOCAL BUILDING OFFICIALS). THE CONTRACTOR WILL COORDINATE ALL REQUIRED INSPECTIONS AND WILL NOT PROCEED WITH WORK UNTIL THE REQUIRED INSPECTIONS HAVE BEEN COMPLETED. 20. ANY SPECIAL INSPECTION REQUIRED BY THE BUILDING OFFICIAL OR THE BUILDING CODE ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. 21. CONTRACTOR WILL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN AND ADJACENT TO THE JOB SITE. 22. DURING CONSTRUCTION OPEN EXCAVATIONS AND TRENCHES WILL BE SUPPORTED AND BARRICADED BY CONTRACTOR TO CONFORM WITH OSHA SAFETY STANDARDS. 23. TEMPORARY BRACING WILL BE PROVIDED WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING WIND. SUCH BRACING WILL BE LEFT IN PLACE AS LONG AS MAY BE REQUIRED FOR SAFETY, OR UNTIL ALL THE STRUCTURAL ELEMENTS ARE COMPLETE. 24. PROVIDE AN OBVIOUS TURN OFF FOR WATER SUPPLY IN MECHANICAL AREA. 25. ALL DIMENSIONS ARE TO FACE OF STUD OR TO FACE OF FOUNDATION WALL UNLESS OTHERWISE NOTED. 26. COORDINATE WITH FRAMING PLANS FOR LOCATIONS OF COLUMNS, BEAMS, MOMENT FRAMES, ETC. 27. VISITS TO THE JOB SITE BY THE ARCHITECT OR HIS CONSULTANTS DO NOT CONSTITUTE APPROVAL OF THE WORK PERFORMED BY THE GENERAL CONTRACTOR OR HIS SUBCONTRACTORS. ANY SUCH VISITS ARE SOLELY FOR THE PURPOSE OF OBSERVING THE WORK BEING PERFORMED. A/C AIR CONDITIONING ACST ACOUSTICAL ADDM ADDENDUM ADJ ADJUSTABLE ALLOW ALLOWABLE ALUM ALUMINUM APPROX APPROXIMATE BLDG BUILDING BLK BLOCK BRK BRICK BU BUILT-UP BW BOTH WAYS CI CAST IRON CJ CONTROL JOINT CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN COMP COMPACTED / COMPOSITE CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DN DOWN DTL DETAIL DWG DRAWING EA EACH EXF EXHAUST FAN EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT ELECT ELECTRIC / ELECTRICAL ELEV ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLR FLOOR FR FIRE RATED FTG FOOTING G GAS GA GAUGE GALV GALVANIZED GI GALVANIZED IRON GRD GRADE GLB GLUE-LAM BEAM GYP GYPSUM BOARD HB HOSE BIB HDR HEADER HM HOLLOW METAL HORZ HORIZONTAL ID INSIDE DIAMETER INSUL INSULATION INT INTERIOR IRRG IRRIGATION JB JAMB JNT JOINT MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MR MOISTURE RESISTANT NIC NOT IN CONTRACT NTS NOT TO SCALE NO NUMBER OC ON CENTER OD OUTSIDE DIAMETER OFD OVERFLOW DRAIN OPNG OPENING PLYWD PLYWOOD PNT PAINT PNTD PAINTED PR PAIR R&S ROD AND SHELF RAD RADIUS RD ROOF DRAIN REG REGULAR REINF REINFORCED / REINFORCING REQ'D REQUIRED REV REVISED RM ROOM RO ROUGH OPENING RS ROUGH-SAWN SC SOLID CORE SCHED SCHEDULE SHT SHEET SIM SIMILAR SPEC SPECIFICATION STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SYS SYSTEM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TO TOP OF TOF TOP OF FOOTING TOW TOP OF WALL TYP TYPICAL TS TUBE STEEL UNO UNLESS NOTED OTHERWISE VERT VERTICAL W WATER W/ WITH WD WOOD WP WATERPROOF WR WATER RESISTANT WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH S 3S 4S GFI S W.P. SURFACE MOUNTED CEILING SURFACE MOUNTED INTER-CONNECTING SMOKE DETECTOR EXHAUST FAN CONVENIENCE OUTLET 110V. HALF-SWITCHED DUPLEX OUTLET FOURPLEX OUTLET FLOOR OUTLET SINGLE SWITCH DESCRIPTION TELEVISION OUTLET TELEPHONE OUTLET 3-WAY SWITCH FLUORESCENT TUBE FIXTURE CEILING FAN MARK 4-WAY SWITCH GROUND FAULT INDICATOR DUPLEX OUTLET CEILING PENDANT RECESSED WALL WASHER RECESSED DOWN LIGHT RECESSED 6" CAN LIGHT/FAN COMBO FIXTURE RECESSED WATERPROOF 6" CAN LIGHT FIXTURE SURFACE MOUNTED PULL CHAINP.C. CONVENIENCE OUTLET 220V. LIGHT TRACK EXHAUST FANFA J JUNCTION BOX TELEVISION OUTLET JUNCTION BOX WEATHER PROOF CONVENIENCE OUTLETW.P. HEAVY DUTY GARAGE DOOR OPENER 22.0' ACOUSTICAL TILE ASPHALT BRICK CAST STONE CERAMIC TILE CONCRETE CONCRETE BLOCK EARTH EARTH BACKFILL ENGINEERED FILL FINISH LUMBER GLASS GRAVEL GYPSUM WALL BOARD INSULATION - BATT INSULATION - RIGID PLASTER PLYWOOD STEEL STUD FRAMING - METAL STUD FRAMING WOOD WOOD BLOCKING CONTOUR EXISTING CONTOUR FINISH FENCE PROPERTY LINE WALL RATINGS 22.0' x x NAME ELEVATION VIEW NAME 1/8" = 1'-0"1 A521 SHEET NUMBER CATEGORY NUMBER DISCIPLINE NUMBER A B 1 1 A101 1 A101 1 A101 1 A101 ELEVATION DESIGNATION SHEET NUMBER A101 1 A101 1 3 24 T.O. PARAPET 122'-0" ROOM NAMES AND NUMBERS 101 ROOM NAME ROOM NAME 101 BASE UPLEFTDOWNRIGHT ROOM NAME 150 SF 100 XX ROOM NAME ROOM NUMBER ROOM LEVEL ROOM NAME ROOM LEVEL ROOM NUMBER FLOOR FINISH TYPE BASE FINISH TYPE WALL FINISH FOR CORRESPONDING WALLS ROOM NAME ROOM S.F. OCCUPANCY ALLOWANCE OCCUPANT LOAD 1 1 DEMO KEYNOTE 1 101 DOOR NUMBER C-1 1'-0" CEILING MATERIAL CEILING HEIGHT 1'-0"CEILING HEIGHT 1 A FLOOR CDS #### ## INDICATES CASEWORK TYPE INDICATES CASEWORK DEPTH INDICATES CASEWORK HEIGHT INDICATES CASEWORK WIDTH E-1 MATERIAL TYPE PER SCHEDULE X#m PARTITION TYPE CORE WIDTH TOP OF WALL CONDITIONabc PARTITION MODIFIER(S) KEYNOTES NUMERIC KEYNOTE DOOR AND WINDOW TAGS WINDOW TYPE WALL TAG MATERIAL TAG CEILING TAG REVISION TAG REVISION NUMBER ACCESSORY TAG ACCESSORY MARK PER SCHEDULE CASEWORK TAG DETAIL TAG/CALLOUT OCCUPANCY EXITING TAG # INDICATES EXITING DIRECTIONS NUMBER OF OCCUPANTS FLOOR PATTERN DIRECTION STEP IN SLAB SHEET NUMBER NON RATED SMOKE PARTITION (NON RATED) 1 HR FIRE RATED 1 HR FIRE- SMOKE RATED 2 HR FIRE RATED 2 HR FIRE- SMOKE RATED NORTH TRUE NORTH VIEW NAME DRAWING SCALE VIEW NUMBER NORTH ARROWS GRIDLINES EXISTING GRID NEW GRID BUILDING SECTION CALLOUT WALL SECTION CALLOUT SECTION DESIGNATION SHEET NUMBER ENLARGED PLAN/DETAIL CALLOUT VIEW DESIGNATION SHEET NUMBER SECTION DESIGNATION SHEET NUMBER 1 A101 VIEW DESIGNATION SHEET NUMBER ELEVATION CALLOUT(S) EXTERIOR ELEVATION ELEVATION DESIGNATIONS SHEET NUMBER INTERIOR ELEVATION VERTICAL ELEVATION SPOT ELEVATION MATERIAL THICKNESS (WHERE APPLICABLE) 3" Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:50 PM R&R BBQ - MERIDIANGENERAL NOTES, LEGENDS, ABBREVIATIONS, AND SYMBOLSG0033680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPnum. description date FIGURE 104 GRAPHIC CONVENTION FOR FIGURES THIS DRAWING PRODUCED BY THE U.S. ACCESS BOARD 36 915 6 150 MIN Max DIMENSION SHOWING ENGLISH UNITS (IN INCHES UNLESS OTHERWISE SPECIFIED) ABOVE THE LINE AND SI UNITS (IN MILLIMETERS UNLESS OTHERWISE SPECIFIED) BELOW THE LINE DIMENSION FOR SMALL MEASUREMENTS DIRECTION OF TRAVEL OR APPROACH BOUNDARY OF CLEAR FLOOR SPACE OR MANEUVERING CLEARANCE CENTERLINE MINIMUM MAXIMUM A PERMITTED ELEMENT OR ITS EXTENSION A WALL, FLOOR, CEILING OR OTHER ELEMENT CUT IN SECTION OR PLAN A HIGHLIGHTED ELEMENT IN ELEVATION OR PLAN CONVENTION DESCRIPTION LOCATION ZONE OF ELEMENT, CONTROL OR FEATURE GREATER THAN> <LESS THAN 33-36 840-915 DIMENSION SHOWING A RANGE WITH MINIMUM - MAXIMUM LESS THAN OR EQUAL TO GREATER THAN OR EQUAL TO≥ ≤ THE PROJECT IS TO MEET THE 2015 IBC AND THE ICC/ANSI A117.1-2009 CODES FOR ACCESSIBILITY. THE MOST STRINGENT REQUIREMENTS SHALL BE UTILIZED IN THE CONSTRUCTION OF THIS PROJECT. THE FOLLOWING DIAGRAMS AND NOTES ARE PROVIDED ONLY AS A GUIDE TO THIS PROJECT. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL CODES AND NOTIFY THE ARCHITECT IF THESE NOTES AND DIAGRAMS ARE CONTRADICTORY TO THE ACTUAL CONSTRUCTION. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE CODES. IF THERE IS A DISCREPANCY, THE ADOPTED CODES AND ENFORCED LAWS TAKE PRECEDENCE. FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION FIGURE 104 GRAPHIC CONVENTION FOR FIGURES CONVENTION DESCRIPTION 6.4 ¼ MAX 6.4 1 2 ¼ ¼ 6.4 ½ 13 13 ½ MAX ICC/ ANSI FIG 303.2 CARPET ON FLOOR SURFACES ICC/ANSI FIG 303.2 CHANGES IN LEVEL ICC/ANSI FIG 303.3 BEVELED CHANGES IN LEVEL (A) 6.4 - 13 1 2 ¼ - ½ (B) 48 MIN 30 MIN760122060 MIN24 MIN 36 MIN36 MIN 12 MIN 915 305 1525610 91512 MIN 305 60 MIN 1525 BASEARM ARM30 MIN 48 MIN30 MIN48 MIN1220760760 1220 60 MIN ICC/ANSI FIG 304.3 SIZE OF TURNING SPACE ICC/ANSI FIG 305.3 SIZE OF CLEAR FLOOR SPACE (A) FORWARD (B) PARALLEL ICC/ANSI FIG 305.5 POSITION OF CLEAR FLOOR SPACE 17-25 9 230 430-635 6 MAX 150 30 MIN76011 MIN27 MIN685280 205 8 MIN 9 MIN 230 30 MIN760635 25 MAX (A) ELEVATION (B) PLAN ICC/ANSI FIG 306.2 TOE CLEARANCE (A) ELEVATION (B) PLAN ICC/ANSI FIG 306.3 KNEE CLEARANCE 4 MAX 100 X >=802030X > 2768512 MAX 305 12 MAX 305 27-80685-203027 MAX68580 MIN2030X > 12 305 X > 12 305 (B)(A)27 MAX6852030X < 80LIMITS OF PROTRUDING OBJECTS ICC/ANSI FIG 307.2 POST-MOUNTED PROTRUDING OBJECTS ICC/ANSI FIG 307.3 REDUCED VERTICAL CLEARANCE ICC/ANSI FIG 307.460 MIN152518 MIN 445 (A) FRONT APPROACH, PULL SIDE 122048 MIN(B) FRONT APPROACH, PUSH SIDE 122048 MIN12 MIN 305 (C) FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH 36 MIN 915 60 MIN1525(D) HINGE APPROACH, PULL SIDE 42 MIN 1065 54 MIN1370(E) HINGE APPROACH, PULL SIDE 42 MIN1065560 22 MIN (F) HINGE APPROACH, PUSH SIDE (G) HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH48 MIN122022 MIN 560 24 MIN 48 MIN610 1220(H) LATCH APPROACH, PULL SIDE (I) LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER54 MIN1370610 24 MIN 24 MIN 42 MIN1065610 (J) LATCH APPROACH, PUSH SIDE (K) LATCH APPROACH, PUSH SIDE, DOOR PROVIDED WITH CLOSER 610 24 MIN 122048 MIN(C) FOLDING DOOR (A) HINGED DOOR (B) SLIDING DOOR 32 MIN 815 32 MIN 815 32 MIN 81590°CLEAR WIDTH OF DOORWAYS ICC/ANSI FIG 404.2.2 122048 MIN(A) FRONT APPROACH (B) SIDE APPROACH42 MIN106522 MIN 42 MIN1065560 (C) POCKET OR HINGE APPROACH 24 MIN 610106542 MIN(D) STOP OR LATCH APPROACH MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS ICC/ANSI FIG 404.2.3.2 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS ICC/ANSI FIG 404.2.3.1 60 MIN152518 MIN 445 X > 8 205 (A) PULL SIDE 122048 MIN(B) PUSH SIDE 205 X > 8 122048 MIN12 MIN 305 (C) PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH X > 8 205 MANEUVERING CLEARANCES AT RECESSED DOORS ICC/ANSI FIG 404.2.3.4 48 MIN 1220 48 MIN 1220 (A)(B) 48 MIN 1220 (C) TWO DOORS IN SERIES ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5ICC/ANSI FIG 404.2.5 15 MIN38048 MAX122048 MAX122044 MAX1120>20-25 MAX 510-635 20 MAX 510 (A) (B) 10 MAX 255 122048 MAX15 MIN38010 MAX 255 122048 MAX34 MAX86534 MAX86546 MAX1170> 10-24 MAX 255-610 (A) (B) UNOBSTRUCTED FORWARD REACH ICC/ANSI FIG 308.2.1 OBSTRUCTED HIGH FORWARD REACH ACC/ANSI FIG 308.2.2. UNOBSTRUCTED SIDE REACH FIG 308.3.1 OBSTRUCTED HIGH SIDE REACH ICC/ANSI FIG 308.3.236 MIN48 MIN 24 MAX 1220 610 91532 MIN81532 MIN81591536 MIN610 24 MAX 42 MIN48 MIN12201065 1220 X < 48 42 MIN 1065 X < 48 1220 36 MIN 915 36 MIN 91560 MIN1525ICC/ANSI FIG 403.5 CLEAR WIDTH OF AN ACCESSIBLE ROUTE (a) 180 DEGREE TURN (b) 180 DEGREE TURN (EXCEPTION) ICC/ANSI FIG 403.5.1 CLEAR WIDTH AT TURN 12 MIN 305 13 30° MAX 3838 (C) CURVED NOSING (D) BEVELED NOSING (B) ANGLED RISER 1½ MAX 1½ MAX (A) RADIUS OF TREAD EDGE (TYPICAL FOR ALL PROFILES) RADIUS ½ MAX STAIR NOSING ICC/ANSI FIG 504.5 34-38865-965(A) STAIRS (B) RAMPS865-96534-38(C) WALKING SURFACES34-38865-965HANDRAIL HEIGHT ICC/ANSI FIG 505.4 TOP HANDRAIL EXTENSIONS AT STAIRS ICC/ANSI FIG 505.10.2 BOTTOM HANDRAIL EXTENSION AT STAIRS ICC/ANSI FIG 505.10.3 X X NOTE: X = TREAD DEPTH 38 1½ MIN ICC/ANSI FIG 505.5 HANDRAIL CLEARANCE ICC/ANSI FIG 505.7 HANDRAIL CROSS SECTION 1-1/4" - 2" 32 - 51 2 MAX 51 4 to 6-1/4 PERIMETER 100 - 160 FIGURE 405.7 RAMP LANDINGS RAMP RUN LANDINGLANDING 60 MIN 1525 1525 60 MIN LANDING RAMP RUN RAMP RUN60 MIN 1525 60 MIN1525AT LEAST AS WIDE AS RAMP RUN (A) STRAIGHT (B) CHANGE IN DIRECTION FIGURE 405.9.1 EXTENDED FLOOR OR GROUND SURFACE EDGE PROTECTION 12 MIN 305 12 MIN 305 FIGURE 405.9.2 CURB OR BARRIER EDGE PROTECTION X < 4 100 FIGURE 406.2 COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS 20 1 ADJOINING SURFACE MAXIMUM SLOPE CURB RAMP SLOPE FIGURE 505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS 12 MIN 305 12 MIN 305 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:52 PM R&R BBQ - MERIDIANGENERAL ACCESSIBILITY REQUIREMENTSG2013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP6" = 1'-0"1 GROUND AND FLOOR AD-O-071/4" = 1'-0"2 TURNING SPACE AND CLEAR FLOOR SPACE AD-O-151/4" = 1'-0"3 KNEE AND TOE CLEARANCE AD-O-081/4" = 1'-0"4 AD-O-09_PROTRUDING OBJECTS AD-O-091/4" = 1'-0"5 DOORS AND DOORWAYS AD-O-051/4" = 1'-0"6 REACH RANGES AD-O-111/4" = 1'-0"7 CLEAR WIDTH OF ACCESSIBLE ROUTE AD-O-031/2" = 1'-0"8 STAIRWAYS AD-O-131/4" = 1'-0"9 RAMPS AD-O-10num. description date FIGURE 502.2 VEHICLE PARKING SPACES 96 MIN 2440 132 MIN 3350 (a) CAR (b) VAN FIGURE 502.4 PARKING SPACE ACCESS AISLE 60 MIN 1525FULL LENGTH OF PARKING SPACEAREA TO BE MARKED FIGURE 406.3 SIDES OF CURB RAMPS FLARED SIDES 1:10 MAX SLOPE SLOPE SLOPE FIGURE 406.4 LANDINGS AT THE TOP OF CURB RAMPS 36 MIN 915 AT LEAST AS WIDE AS CURB RAMP FIGURE 406.6 DIAGONAL OR CORNER TYPE CURB RAMPS 48 MIN 1220 610 24 MIN 610 24 MIN FIGURE 705.1 SIZE AND SPACING OF TRUNCATED DOMES 1.6-2.4 41-61 (A) ELEVATION (ENLARGED) (B) PLAN 0.2 5.1 TOP DIAMETER OF 50%-65% OF THE BASE DIA. BASE DIAMETER OF 0.9-1.4 (23-36 MM) 0.65 MIN 17 1.6-2.4 41-61 16-18 405-455 430-485 17-19 60 MIN56 MIN14201525 12 MAX 42 MIN 54 MIN 1370 305 1065 12 MIN 305 24 MIN 610 36 MIN 915 18" MIN44548 MAX122056 MIN14201525 60 MIN 60 MIN 152559 MIN15004 MAX 100 42 MIN1065150 9 MIN 230 6 MIN PARTITION 6 MIN 150 6 MIN 150 6 MIN 12 MIN 150 305 PARTITION 36 915152560 MIN106542 MIN17 MAX 430 (B) (C) NONCIRCULAR (A) CIRCULAR (A) WALL-HUNG WATER CLOSET - ADULT FIGURE 604.9.2 SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT (B) FLOOR-MOUNTED WATER CLOSET - ADULT WALL-HUNG AND FLOOR- MOUNTED WATER CLOSET - CHILDREN FIGURE 604.9.3.1 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS FIGURE 609.2 SIZE OF GRAB BARS ALTERNATE DOOR LOCATION (A) ELEVATIO N ADULT (B) ELEVATION CHILDREN (C) PLAN FIGURE 604.9.5 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TO CLEARANCE FIGURE 604.3 SIZE OF CLEARANCE AT WATER CLOSETS FIGURE 604.2 WATER CLOSET LOCATION (A) WHEELCHAIR ACCESSIBLE WATER CLOSETS (B) AMBULATORY ACCESSIBLE WATER CLOSETS FIGURE 604.10 AMBULATORY ACCESSIBLE TOILET COMPARTMENT FIGURE 605.2 HEIGHT AND DEPTH OF URINALS (A) WALL HUNG TYPE (B) STALL TYPE FIGURE 604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS FIGURE 604.5.2 REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 604.7 DISPENSER OUTLET LOCATION139555 MIN56 MIN 1420ORFLOOR MOUNTED W.C.1004 MAX132052 MIN FLOOR MOUNTED W.C.OROR1-1/4" - 2" 32 - 51 2 MAX 51 4 TO 4.8 PERIMETER 100 - 120 430-485 17-19 18 MIN44539-41 990 - 1040 39 - 41990 - 104033 - 36840 - 91533 - 36840 - 915 (C) RECESSED DISPENSER 24 MIN 610 36 MAX 915 42 MAX 1065 48 MAX1220(B) PROTRUDING DISPENSER ABOVE GRAB BAR 24 MIN 610 36 MAX 915 12" MIN30518" MIN445(A) PROTRUDING DISPENSER BELOW GRAB BAR 24 MIN 610 42 MAX 1065 1-1/2" MIN3818 455 FIGURE 608.2.1 TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE 36 915 BACK WALL 36915CONTROL WALL 36 MIN91548 MIN 1220 NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES FIGURE 608.3.1 GRAB BARS IN TRANSFER-TYPE SHOWER BACK WALL CONTROL WALL SEAT WALL SEAT WALL 102 4 MAX FIGURE 608.2.2 STANDARD ROLL-IN-TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE30760side WALL 30 MIN76060 MIN 1525 NOTE: INSIDE FINISHED DIMENSIONS MEASURED AT THE CENTER POINTS OF OPPOSING SIDES side WALL BACK WALL FIGURE 608.3.2 GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWER end WALL BACK WALL END WALL 150 6 MAX 1506 MAXWITH SEAT 48 MAX122038 MIN965CONTROL WALL 15 MAX 380 FIGURE 608.4.1 TRANSFER-TYPE SHOWER CONTROLS AND HAND SHOWER LOCATION 48 MAX1220Above GRAB BAR16 MIN 405 27 MAX 685 FIGURE 608.4.2 STANDARD ROLL-IN-TYPE SHOWER CONTROL AND HAND SHOWER LOCATION WITH SEAT BACK WALL Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:54 PM R&R BBQ - MERIDIANGENERAL ACCESSIBILITY REQUIREMENTSG2023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/8" = 1'-0"1 ACCESSIBLE PARKING SPACES AD-O-011/8" = 1'-0"2 CURB RAMPS AD-O-041/4" = 1'-0"3 TOILET COMPARTMENTS AD-O-141/4" = 1'-0"4 SHOWER COMPARTMENTS AD-O-12num. description date DEMOLITION GENERAL NOTES 1. IDENTIFY AND FIELD VERIFY ALL EXISTING CONDITIONS AND COORDINATE SCOPE OF PROJECT W/ ARCHITECT PRIOR TO STARTING ANY WORK. STOP WORK AND CONTACT ARCHITECT IMMEDIATELY IF HIDDEN OR UNKNOWN ELEMENTS AND CONCERNS ARE REVEALED OR EXPOSED DURING DEMOLITION. 2. COORDINATE ALL DEMOLITION WORK WITH MECHANICAL AND ELECTRICAL DRAWINGS, REQUIREMENTS, AND NOTES. PROVIDE PROPER BRACING AND SUPPORT OF EXISTING STRUCTURE WHERE REQUIRED. 3. DEMOLITION PLANS ARE PROVIDED TO INDICATE A GENERAL SCOPE ONLY. ITEMS TO BE REMOVED ARE INDICATED ON DEMOLITION PLANS WITH A DOTTED OR BROKEN LINE INCLUDING BUT NOT LIMITED TO INTERIOR PARTITIONS, CEILINGS, DOORS AND FRAMES, EQUIPMENT, ELEMENTS, COMPONENTS, CABINETRY AND ACCESSORIES, ETC. POCHE IS INTENDED TO INDICATE THE REMOVAL OF EXISTING SLAB TO BE REMOVED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION WITH THE REQUIREMENTS OF ALL PORTIONS OF THE CONSTRUCTION DOCUMENTS AND SHALL PERFORM DEMOLITION AS SHOWN AND/OR NECESSARY TO COMPLETE THE REQUIRED RENOVATION AND NEW CONSTRUCTION. THE ABSENCE ON THE DEMOLITION PLANS OF ITEMS NOTED OR INDICATED DOES NOT RELIEVE THE GENERAL CONTRACTOR OF THE RESPONSIBILITY TO DEMOLISH THESE ITEMS, IF NECESSARY, TO COMPLETE NEW WORK. COORDINATE W/ ARCHITECT AS REQ. 5. COORDINATE DEMOLITION WITH ORIGINAL STRUCTURAL DRAWINGS TO MAINTAIN STRUCTURAL INTEGRITY OF BUILDING. BRING ANY CONFLICT TO THE ATTENTION OF ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO CONTINUATION OF WORK. 6. GENERAL SCOPE OF DEMOLITION WORK REQUIRED MUST BE COORDINATED WITH THE NEW CONSTRUCTION DRAWINGS. 7. UNLESS NOTED OTHERWISE, INTERIOR PARTITIONS AND WALLS WHICH ARE TO BE DEMOLISHED SHALL BE REMOVED FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. 8. ALL EXISTING DOORS, HARDWARE, AND FRAMES MARKED FOR BEING REMOVED ARE TO BE SALVAGED AND REUSED WHEN AND WHERE POSSIBLE. REPAIR EXISTING DOORS TO "LIKE-NEW" CONDITION AND PREP./REPAINT EXISTING FRAMES TO MATCH NEW FINISHES. CONTRACTOR TO VERIFY EXISTING DOOR AND HARDWARE CONDITION AND FUNCTION, AND TO DETERMINE PROPER LOCATION IN NEW DESIGN TO REINSTALL/REUSE. COORDINATED WITH DOOR SCHEDULE. PROPERLY MODIFY AND/OR PREPARE OPENINGS IN EXISTING WALLS AS NECESSARY TO RECEIVE DOOR AND FRAME. 9. CONTRACTOR TO VERIFY THE CONDITION OF ITEMS SHOWN ON THE DRAWINGS TO BE REUSED AND/OR RELOCATED AND REPAIR TO "LIKE-NEW" CONDITION AS NECESSARY. THESE ITEMS SHALL BE PROTECTED FROM DAMAGE, THEFT, AND/OR ABUSE BY THE CONTRACTOR. SALVAGED ITEMS THAT ARE REFINISHED AND REINSTALLED IN THEIR NEW LOCATION SHALL BE PROTECTED FROM WORK ONGOING IN ADJACENT AREAS. 10. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES TO BE REMOVED, RELOCATED OR ABANDONED PRIOR TO COMMENCING DEMOLITION ACTIVITIES. 11. THE CONTRACTOR SHALL COORDINATE WORK ASSOCIATED WITH THE REMOVAL, RELOCATION OR ABANDONMENT OF UTILITIES WITH THE UTILITY COMPANY OR ENTITY HAVING OWNERSHIP OF EACH RESPECTIVE UTILITY. COSTS FOR DISCONNECTION, REMOVAL, AND/OR RELOCATION OF EXISTING UTILITIES AS SHOWN ON THE DRAWINGS OR AS NECESSARY TO ALLOW FOR THE EXECUTION OF THE WORK SHALL BE PAID BY THE CONTRACTOR. 12. PROVIDE TEMPORARY SHORING AND BRACING AS REQUIRED WHENEVER BEARING WALLS, STRUCTURES, OR SUPPORTS ARE MODIFIED. 13. NO OPEN BURNING SHALL BE PERMITTED ON THE SITE. 14. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF OFF-SITE UNLESS OTHERWISE SHOWN. 15. TERMINAL ENDS OF UTILITIES ABANDONED IN-PLACE SHALL BE CUT, CAPPED, AND PLUGGED. THE ENDS OF DISCONNECTED UTILITIES SHALL BE MARKED FOR FUTURE IDENTIFICATION WITH DETECTABLE LOCATOR TAPE OR A METAL ROD. 16. WHERE ELECTRICAL NEEDS TO BE ABANDONED, REMOVE WIRE FROM OUTLET ALL THE WAY BACK TO THE ELECTRICAL PANEL / SOURCE. ALL WORK SHALL BE DONE BY A LICENSED ELECTRICIAN. 17. WHERE PLUMBING NEEDS TO BE ABANDONED, REMOVE ALL VENT STACK PIPE & ROOF PENETRATION. REMOVE ALL OVERHEAD WATER LINES BACK TO POINT OF ENTRY (CAREFULLY VERIFY IF ANY LINES CAN BE RE-UTILIZED AS PART OF NEW BUILD OUT). MAKE SURE ALL WATER HAS BEEN TURNED OFF PRIOR TO WORK. ALL WORK SHALL BE DONE BY A LICENSED PLUMBER. 18. WHERE GAS LINES OR SERVICE NEEDS TO BE ABANDONED, CAREFULLY REMOVE ALL PIPING, SHUT-OFF VALVES & FITTING AS REQUIRED. GAS METER REGULATOR SHALL BE REMOVED BY U TILITY COMPANY. ALL WORK SHALL BE DONE BY A LICENSED SUB- CONTRACTOR. 19. WHERE VENTILATION OR AIR CONDITIONING NEEDS TO BE ABANDONED, REMOVE ALL EXHAUST & OUTSIDE AIR DUCTS AS REQUIRED. ROOF-TOP FANS SHALL BE REMOVED & THE OPENINGS DRIED-IN TO PREVENT ANY WATER PENETRATION IN THE SPACE. VERIFY WITH MECHANICAL DRAWINGS FOR ANYTHING THAT I S TO BE REUSED. ALL WORK SHALL BE DONE BY A LICENSED CONTRACTOR. 20. ALL EXISTING MILLWORK TO BE REMOVED. 21. ALL EXISTING WALL COVERINGS AND TRIMS ON WALLS TO BE SALVAGED SHOULD BE REMOVED, SKIM COAT, PATCH, REPAI R AS NEEDED TO PREPARE FOR NEW FINISH. 22. DEMO TO BASE SUBSTRATE. PROTECT FINISHES NOT I NVOLVED IN DEMOLITION. PATCH AND REPAIR ALL EXISTING FINISHES OF WALLS, CEILINGS, FLOORS, OR SURFACES THAT ARE EXPOSED OR DAMAGED DURING DEMOLITION. MATCH EXISTING AND/OR PROVIDE NEW FINISHES AS REQUIRED. 23. REMOVE ALL EXISTING FLOOR COVERING AND PREP FOR NEW FINISH. 24. REMOVE ALL EXISTING WINDOW TREATMENTS. F F 4.2 4.2 E E D D B A.2 C 4 3 3 1.3 1.2 1 AF.2 AD112 2 AD1123 AD112 4 2 44 44 56 6 NIC 77 8 10 10 10 77 7 7 5 2' - 10 1/2"10" LEVEL 1 100' -0" F EDB A.2 C LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" A F.2 1 1 1 9 TYP. 9 TYP. F.3 1 1 1 1 1 1 11 111111 LEVEL 1 100' -0" 4.2431.31.21 LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" 1 1 1 1 2 3 9 TYP. 9 TYP. 10 10 1 1 1 LEVEL 1 100' -0" F E D B A.2 LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" A 1 1 1 1 3 9 9 9 9 9 TYP. TYP. TYP. TYP. F.3 1 1 1 1 1 11111 11 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:25:43 PM R&R BBQ - MERIDIANDEMOLITION FLOOR PLANAD1123680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/8" = 1'-0"1 DEMO PLAN NORTH 1/8" = 1'-0"2 DEMO - SOUTH ELEVATION 1/8" = 1'-0"3 DEMO - WEST ELEVATION 1/8" = 1'-0"4 DEMO - NORTH ELEVATION NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 REMOVE EXISTING AWNING 2 REMOVE EXISTING GLAZING SYSTEM AND DOOR, PROTECT PARTS THAT CAN BE REVISED 3 REMOVE EXISTING SIGNAGE, PATCH EXISTING STUCCO 4 REMOVE EXISTING PLUMBING FIXTURES, CASEWORK, PARTITIONS, SPECIALTY EQUIPMENT, FLOOR TILE, & WALL TILE. PATCH & PREP FOR NEW FINISHES AND EQUIPMENT. 5 REMOVE EXISTING WALLS SHOWN DASHED 6 REMOVE EXISTING WALK IN COOLER & FREEZER 7 REMOVE EXISTING CEILING AND FIXTURES 8 REMOVE EXISTING PENDANT LIGHT 9 REMOVE EXISTING LIGHT FIXTURES AND JUNCTION BOXES. PATCH AND REPAIR STUCCO. 10 REMOVE AND REPLACE WITH NEW FIXTURES TO MATCH EXISTING SCONCES AT FRONT OF BUILDING. 11 EXISTING SCONCE LIGHTING TO REMAIN num. description date 1 OWNER REVISIONS 02.28.20 1 TNIC E. FAIRVIEW AVENUE CANOPY ABOVE CANOPY ABOVE CANOPY ABOVE FIRE RISER ROOM ADA PARKING SYMBOL GAS METER EXISTING GREASE INTERCEPTOR TRASH ENCLOSURE ELECTRICAL MDP R&R - BBQ- MERIDIAN, IDAHO 3,972 TOTAL SF. WOOD BOX, SEE SHEET AS501 AS501 13 AS5011 AS501 2 AS501 5 1 1 1 1 4 SITE PLAN GENERAL NOTES 1. SEE CIVIL DRAWINGS FOR LIMITS OF CONSTRUCTION - CONTRACT LIMIT LINE IS FROM BACK OF CURB UNLESS NOTED OTHERWI SE. 2. SEE CIVIL DRAWINGS FOR ALL GRADING, SITE WORK, U TILITY CONNECTIONS, RETAINING WALLS, ETC. - INFORMATION SHOWN HERE IS SCHEMATIC 3. SEE LANDSCAPING DRAWINGS FOR PLANTING AND IRRIGATION - INFORMATION SHOWN HERE IS SCHEMATIC 4. SEE ELECTRICAL DRAWINGS FOR UTILITY CONNECTIONS - INFORMATION SHOWN HERE IS SCHEMATIC 5. DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED. 6. CONNECT ALL PRIMARY ROOF DRAINS TO UNDERGROUND DISCHARGE SYSTEM. COORDINATE WITH CIVIL DRAWINGS. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/24/2020 12:01:50 PM R&R BBQ - MERIDIANSITE PLANAS1013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1" = 10'-0"1 SITE PLAN NORTH num. description date 1 OWNER REVISIONS 02.28.20 4 CITY REVIEW COMMENTS 03.24.20 WELDED WIRE MESH PANELS RAILING ENTIRE ASSEMBLY TO BE POWDER COATED PWD-1 FLOOR LEVEL 100' - 0" EXISTING CONCRETE SLAB 3 AS501 6 AS501 4' - 0"3"4' - 0"3"4' - 0"3"4' - 0"3"4' - 0"3"4' - 0"3"4' - 0"3"4' - 0"3"4' - 0"3" 1 FLOOR LEVEL 100' - 0" 10' - 6" 3"4' - 0"3"4' - 0"3"2' - 0"3' - 0"4"WELDED WIRE MESH PANELS RAILING ENTIRE ASSEMBLY TO BE POWDER COATED PWD-1 EXISTING CONCRETE SLAB5 1/2"4"1 1"2X2 TUBE STEEL FRAME 1/2" DIM. STAINLESS STEEL ANCHORS PLAN VIEW A A 1/2" DIM. STAINLESS STEEL ANCHORS DRILLED AND EPOXIED WELDED WIRE MESH 2"2' - 8"2"1"1"4"1"1"4"WELDED WIRE MESH 6" NOTE: GATE AND POST TO BE POWDER COATED PWD-14"4"SELF CLOSING GATE HINGE 2"2' - 5"2"2" HSS 2x2x3/16 AT PERIMETER OF GATE 2' - 9"A 1/2" DIM. STAINLESS STEEL SIMPSON STRONG BOLT 2 ANCHORS DOUBLE NUT WELDED WIRE MESH 1 1/4"3 1/2"1 1/4" 6"1 1/4"3 1/2"1 1/4"3/4"4 1/2"3/4"6"PLAN VIEWA 3X3 TUBE STEEL POST 1/2" DIM. STAINLESS STEEL SIMPLSON STRONG BOLT 2 ANCHORS 3/8" PLATE WELDED TO POST PLATE WELDED TO TOP OF HSS TO CLOSE OPENING SELF CLOSING GATE HINGE HSS 3X3X3/16 STEEL POST NOTE: GATE AND POST TO BE POWDER COATED PWD-18 27/32"4"4"SIDEWALK 2"3"2"8"3' - 0"1"1/2" PLATE BENT TO ALLOW GATE TO CLOSE FLUSH RUBBER BUMP PAD HEAVY-DUTY SELF CLOSING GATE HINGES HSS 3X3X3/16 POST3"NOTE: GATE AND POST TO BE POWDER COATED PWD-110"10"GATE POST FOOTING 1 1/2"1/8" 1/8" X 1/4" X 1/2 SPACER @ 6" O.C. WELDED WIRE MESH 1/2"1/4"1/8"1/4" 3"4' - 0"3"2' - 0"3"4' - 0"4"WELDED WIRE MESH PANELS RAILING ENTIRE ASSEMBLY TO BE POWDER COATED PWD-1 EXISTING CONCRETE SLAB FLOOR LEVEL 100' - 0"5 1/2"4"1 4 8' - 0"2' - 6"4"WELDED WIRE MESH PANELS RAILING ENTIRE ASSEMBLY TO BE POWDER COATED PWD-1 EXISTING CONCRETE SLAB 2 CORRUGATED METAL DECK PANELS AS501 12 AS501 12 1 2' - 6"4"WELDED HINGE ON CORRUGATED METAL PANEL POWDER COATED PWD-1 WELDED WIRE MESH PANELS RAILING ENTIRE ASSEMBLY TO BE POWDER COATED PWD-1 CORRUGATED METAL DECK PANEL POWDER COATED PWD-1 EXISTING CONCRETE SLAB SLOPE 2' - 0"2' - 4"1 WELD ON HINGE TO CORRUGATED METAL PANEL TWO PER PANEL POWDER COATED PWD-1 8' - 0"2' - 4"WELDED WIRE MESH PANELS RAILING ENTIRE ASSEMBLY TO BE POWDER COATED PWD-1 EXISTING CONCRETE SLAB 2 CORRUGATED METAL DECK PANELS 1 DECK PANEL 1 DECK PANEL 1 LOCK SYSTEM ATTACHED TO TOP OF WIRE MESH PANEL CORRUGATED METAL DECK PANEL PLATE WITH HOLE WELDED TO THE BOTTOM OF BOX TO ALLOW BOLTING TO THE CONCRETE PAD ALL 4 CORNERS 2 CORRUGATED METAL DECK PANELS 8' - 0"2' - 6"1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/24/2020 12:01:52 PM R&R BBQ - MERIDIANSITE DETAILSAS5013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/2" = 1'-0"1 RAIL PANEL ELEV. 1 3/4" = 1'-0"2 RAIL PANEL ELEV. 2 1 1/2" = 1'-0"3 METAL PANEL CONNECTION DETAIL 1 1/2" = 1'-0"6 GATE DETAIL1 1" = 1'-0"9 PATIO PIVOT GATE 6" = 1'-0"11 METAL PANEL CONNECTION SECTION num. description date 1 OWNER REVISIONS 02.28.20 4 CITY REVIEW COMMENTS 03.24.20 3/4" = 1'-0"5 RAIL RANEL ELEV. 4 3/4" = 1'-0"10 WOOD BOX DETAIL FRONT 3/4" = 1'-0"7 WOOD BOX DETAIL SIDE 3/4" = 1'-0"4 WOOD BOX DETAIL BACK 3/4" = 1'-0"12 WOOD BOX LATCH DETAIL 3/4" = 1'-0"13 WOOD BOX DETAIL BOTTOM ALL EXPOSED STEEL TO BE POWDER COATED PWD-1 1 1 1 F 4.2 E D A.2 C 4 3 1.3 1.21 AF.2 1 1 1 1 1 12' - 2" 12' - 5" 20' - 10"16' - 6"NIC9' - 6"2' - 10" 1 2 1 1 1 1 15' - 2"1 19' - 6"12"30' - 6"6' - 4"6' - 4"11' - 0"16' - 3"19' - 3"25' - 5"28' - 6"10 1/2"42' - 5" 47' - 4" 54' - 3" 45' - 2" 4' - 2" 20' - 3" 19' - 8" 22' - 7" F.3 1 1 1 15' - 4" 1 1 1 1 3 3 1 1 1 1 2 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/13/2020 4:34:07 PM R&R BBQ - MERIDIANPLUMBING ROUGH-IN DIMENSION PLANA1103680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 PLUMBING ROUGH-IN DIMENSION PLAN NORTH NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 FLOOR DRAIN/FLOOR SINK; COORDINATE WITH PLUMBING & 1/A111 2 RAISED CONCRETE SLAB PER A111 3 EXISTING FLOOR DRAIN TO REMAIN PLUMBING ROUGH-IN PLAN GENERAL NOTES 1. SEE PLUMBING DRAWINGS FOR ADDITIONAL GAS, WATER, AND DRAIN REQUIREMENTS AND INFORMATION. 2. DIMENSIONS ARE FROM EXISTING FACES OF STUD. num. description date 1 OWNER REVISIONS 02.28.20 2 HEALTH DEPARTMENT REVISIONS 03.13.20 F F 4.2 4.2 E E D D B A.2 C 4 3 3 1.3 1.21 AF.2 17' - 7 1/2"1' - 9 1/2"15' - 10"1 1 1 2 2 2 2 2 T.O. SLAB 100' - 6" T.O. SLAB 100' - 0" T.O. SLAB 100' - 0" T.O. SLAB 100' - 0" T.O. SLAB 100' - 0" 1 1 2 NIC 3 9/16"8' - 0" 3 4 4 1 1 1 10' - 7"9' - 0"6"6"6"15' - 10"11' - 1"3' - 7"7' - 2"4' - 4"3' - 2"8' - 0"EX. 5 5 5 5 6 5 2' - 8"7 7 8 2 2 7' - 10 15/16" EX. EX. EX. 1 1 SLAB PLAN GENERAL NOTES 1. ARCHITECTURAL SLAB PLANS SHALL DETERMINE SLAB EDGES; NOTIFY ARCHITECT OF ANY DETAILS INCONSISTENT WITH THE STRUCTURAL DRAWINGS PRIOR TO WORK. 2. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR DRAINS AND FLOOR SINKS WITH PLUMBING DRAWINGS AND KITCHEN DRAWINGS. 3. CONTRACTOR TO COORDINATE THE LOCATION OF ALL FLOOR OUTLETS WITH OWNER, ARCHITECT AND ELECTRICAL DRAWINGS. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:24:04 PM R&R BBQ - MERIDIANSLAB PLANA1113680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 SLAB PLAN NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 HSS 3"X3"X3/16" WITH STEEL BASE PLATE ANCHORED INTO CONCRETE FOR PARTIAL HEIGHT WALL SUPPORT; COORDINATE WITH DETAIL 6/A613 2 APPROXIMATE LOCATION OF FLOOR SINK; COORDINATE WITH PLUMBING DRAWINGS 3 EXISTING COLUMN 4 EXISTING FLOOR DRAIN TO REMAIN 5 APPROXIMATE LOCATION OF FLOOR DRAIN; COORDINATE WITH PLUMBING 6 LOCATION OF NEW MOP SINK; COORDINATE WITH PLUMBING 7 CUT OUT FOR NEW FOOTING 8 RAISED FLOOR,SEE DETAIL 13/A541 NORTH DIMENSION NOTES 1. ALL PLAN DIMENSIONS, UNLESS OTHERWISE NOTED ARE TO: A. COLUMN GRID ON CENTERLINES. B. FACE OF FRAMING. C. FACE OF CONCRETE. 2. DOOR LOCATIONS NOT DIMENSIONED ARE TO: A. JAMB FACE 4" FROM FACE OF STUD. B. CENTERLINE OF DOOR ON CENTER LINE OF ROOM OR CORRIDOR. 3. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS; DETAILS OVER SMALLER SCALE DRAWINGS. 4. "FINISH FLOOR" REFERS TO TOP OF CONCRETE SLABS. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS. 5. VERIFY ALL ROUGH-IN CONCRETE PAD, OR PLATFORM DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS PROJECT, OR BY OTHERS. 6. FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE OR GYPCRETE UNLESS NOTED OTHERWISE. 7. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES UNLESS NOTED OTHERWISE. num. description date 1 OWNER REVISIONS 02.28.20 (0.75~90,000~~2.5") F F 4.2 E E D D B A.2 C 4 3 3 1.3 1.21 AF.2 A201 1 A201 2 A2013 1 A312 2 A312 WOMENS 107 MENS 106 JANITOR 115 CORRIDOR 105 VEST. 101 2' - 9"18' - 3"18' - 11"9' - 8"25' - 0" QUEUE 102 Q6 P Q6 P104' - 0" 104' - 0" 3' - 6"4' - 7"2' - 2"11"3' - 8 1/2"5' - 0"14' - 8 1/2" 8' - 1"2' - 2"12' - 6"10' - 5" 8' - 7"6' - 1"3' - 2"10' - 2"9' - 5"4"4"8' - 4"2' - 0"3' - 5"108 A401 10 A402 3 A403 4 A401 1 BEVERAGE 104 DINING 103 SERVICE AREA 108 TAKE OUT PREP 110 COOKLINE 'A' 109 SMOKER 114 DISH / WASH ROOM 113 WALK-IN 112 COOKLINE 'B' 111 S3 D S3 DS3 DS6 D5' - 4"3' - 11"S3 D4' - 10"S3 D Q3 DQ3 DS6 DQ3 D Q3 DQ3 D Q3 Q3 D S3 DS3 D Q3 DQ3 D Q6 P S6 PS6 DS6 DR3 D R5 DR5 D4 A311 NIC 1 A311 2 A311 3 A311 107 106 C3 DR3TO T.O. BRICKABOVE BRICK11 2 3 4 5 67 8 9 8 10 11 TYP. 12 13 14 15 1616 17 15 18 18 103 1 A301 1 A301 2 A301 2 A301 19 8 TYP. 20 18 21 Q6 PQ6 PQ6 PC3 DABOVE BRICKR3TO T.O. BRICKT.O. WALL 104' - 0" T4T4 PT4 P T4 PT4 P T4 PT4 PT4 PT4 P R5R5R5A404 2 1 AS501 5 1 4' - 3"Q6 DQ3 D 15 13' - 10"1' - 3 1/2"1 1 1 4' - 6"2' - 11"1 9' - 3"10' - 4"5' - 9"1 1 1 22 Q62' - 2"S3 D 6" 1' - 6"R32 6' - 10 5/8"1' - 11 1/2"18" CLEAR18" CLEAR2 3 5' - 4 1/4"4' - 10"4 5' - 5"5' - 5" 12" CLEAR 4 4 1. ALL PLAN DIMENSIONS, UNLESS OTHERWISE NOTED ARE TO: A. COLUMN GRID ON CENTERLINES. B. FACE OF FRAMING. C. FACE OF CONCRETE. 2. DOOR LOCATIONS NOT DIMENSIONED ARE TO: A. JAMB FACE 4" FROM FACE OF STUD. B. CENTERLINE OF DOOR ON CENTER LINE OF ROOM OR CORRIDOR. 3. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE DIMENSIONS; DETAILS OVER SMALLER SCALE DRAWINGS. 4. "FINISH FLOOR" REFERS TO TOP OF CONCRETE SLABS. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS. 5. VERIFY ALL ROUGH-IN CONCRETE PAD, OR PLATFORM DI MENSIONS FOR EQUIPMENT PROVIDED IN THIS PROJECT, OR BY OTHERS. 6. FINISHED FLOOR ELEVATIONS ARE TO TOP OF CONCRETE OR GYPCRETE UNLESS NOTED OTHERWISE. 7. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES UNLESS NOTED OTHERWISE. DIMENSION NOTES FLOOR PLAN GENERAL NOTES: A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. PROVIDE 18" MINIMUM CLEAR FLOOR SPACE AT PULL SI DE OF ALL DOORS. PROVIDE 12" MINIMUM CLEAR FLOOR SPACE AT PUSH SIDE OF ALL DOORS C. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL. D. SEE MECHANICAL AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. E. ALL COLORS SELECTIONS AND FINISH MATERIALS AND STYLES SHALL BE COORDINATED WITH OWNER. F. SEE INTERIOR ELEVATIONS ON A400 SERIES SHEETS AND MILLWORK DETAILS ON A550 SERIES SHEETS FOR FINISHES OF MILLWORK BASES, AND COUNTERTOPS. G. FOR REFLECTED CEILING PLAN SEE H. FOR FINISH INFORMATION SEE SHEET A621 FOR DOOR AND WINDOW INFORMATION. I. SEE CUT SHEETS IN SUBMITTAL BOOK FOR ADDITIONAL INFORMATION. J. COORDINATE WITH G000 SERIES SHEETS FOR LEGENDS, SYMBOLS, ABBREVIATIONS AND OTHER ARCHITECTURAL GENERAL INFORMATION. K. SEE SHEET A611 FOR WALL TYPES. L. DO NOT SCALE DRAWINGS. M. FURNITURE AND KITCHEN EQUIPMENT SHOWN DASHED; COORDINATE WITH EQUIPMENT SHEETS AND FURNITURE PLAN. N. PROVIDE BLOCKING IN WALLS FOR WALL MOUNTED EQUIPMENT/ACCESSORIES PER WALL BLOCKING SCHEDULE SEE 1 101 DOOR NUMBER DOOR AND WINDOW TAGS WINDOW TYPE X#m PARTITION TYPE CORE WIDTH TOP OF WALL CONDITIONabc PARTITION MODIFIER(S) WALL TAG /1 A113 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/24/2020 12:01:30 PM R&R BBQ - MERIDIANFLOOR PLANA1123680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPNORTH 1/4" = 1'-0"1 FLOOR PLAN NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 FIRE RISER, COORDINATE WITH PLUMBING DRAWINGS. 2 LOCATION OF TELECOM DMARC 3 WATER HEATER - COORDINATE WITH PLUMBING AND EQUIPMENT SHEET 4 WATER SOFTENER; COORDINATE WITH PLUMBING AND EQUIPMENT SHEET 5 RAISED FLOOR,SEE DETAIL 13/A541 6 A/V RACK MOUNTED FLUSH AGAINST CEILING 7 MANAGER'S SAFE (BELOW DESK); COORDINATE WITH EQUIPMENT PLAN AND SCHEDULE 8 LINE OF CANOPY ABOVE 9 WELDED WIRE MESH FENCE PANEL 10 GATE 11 LOCATION OF EXTERIOR SEATING AND TABLES MIN (1) ONE SPACE SHALL BE ADA ACCESSIBLE 12 SEAL ALL CONCRETE AT PATIO AREA - (SC-1) 13 2A 10BC FIRE EXTINGUISH IN SEMI RECESSED CABINET, COORDINATE WITH DETAIL 8/A541 14 WALL MOUNTED CLASS "K" FIRE EXTINGUISHER, COORDINATE WITH EQUIPMENT SHEET. 15 TYPE I HOOD; SEE MECHANICAL DRAWINGS; NO COMBUSTIBLE MATERIALS INCLUDING COUNTERS, EQUIPMENT OR APPLIANCES SHALL BE PLACED ADJACENT ANY COOKING APPLIANCE UNDER THE TYPE 1 HOODS OR AGAINST ANY GREAS HOOD OR GREASE DUCT; ACOUSTICAL CEILING TILES, GYP. BD. CEILINGS, LIGHT FIXTURES AND DUCTWORK WITH COMBUSTIBLE INSULATION SHALL NOT BE PLACED WITHIN 18" OF TYPE 1 HOOD 16 WALK-IN COOLER; COORDINATE WITH EQUIPMENT SHEETS 17 MOP SINK; COORDINATE WITH PLUMBING DRAWINGS AND EQUIPMENT SHEETS 18 HEADER, SEE DETAILS PER REFLECTED CEILING PLAN 19 CO2 TANK - COORDINATE WITH EQUIPMENT SHEETS AND PLUMBING 20 EXISTING ROOF HATCH AND LADDER ROOF ACCESS 21 FLOOR DRAIN/FLOOR SINK; COORDINATE WITH PLUMBING & 1/A111 22 HIGH CHAIRS FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED AT WALKING SURFACE OR CIRCULATION ROUTE NO SUSPENDED LIGHT FIXTURE, DECORATIVE ITEM OR SIMILAR DECORATIVE ITEMS SHALL BE INSTALLED LOWER THAN 80" A.F.F. NO DEVICE OR DECORATIVE OBJECT LESS THAN 80" A.F.F. SHALL PROJECT MORE THAN 4" FROM ANY WALL IN ANY CIRCULATION PATH OR ACCESSIBLE ROUTE num. description date 1 OWNER REVISIONS 02.28.20 2 HEALTH DEPARTMENT REVISIONS 03.13.20 3 HEALTH DEPARTMENT REVISIONS 03.16.20 4 CITY REVIEW COMMENTS 03.24.20 1 P S S S S S J J J J JJ J J S VJJ S JJ JJF 4.2 E D A.2 C 4 3 1.3 1.2 1 AF.2 GB-1 12' - 0" GB-1 7' - 0" 108' - 0" 108' - 0" 108' - 0" ACT-1 9' - 10" 111' - 4" GB-1 10' - 6" GB-1 10' - 6"2"54"96"39"15"80"16" 39"39"39"96"38"30 1/2"48"51"83"49 1/2"49 1/2"41 1/2"48"167"86"49"49 9/16"12"24"119"132"66" 20" 59 5/8"15 1/2"80 1/2"15 1/2"15"56 1/2"39 1/2"56 1/2"53 1/2" 9"48"6"96"6"48"6"1 1 OPEN OPEN 2 3 3 3 4 5 6 6 6 7 488 8 9 9 9 9 9 10 10 1111 11 11 1111 11 NIC 7' - 6"25' - 4" 12 13 13 12 12 5 5 14 15 P-1 P-1 P-3 22 P-3 P-6 4 2 6 A541 20 A541 2 A541 WALK-IN 112 WOMENS 107 CORRIDOR 105 MENS 106 JANITOR 115 DINING 103 DINING 103 VEST. 101 BEVERAGE 104 QUEUE 102 SERVICE AREA 108 COOKLINE 'A' 109 SMOKER 114 DISH / WASH ROOM 113 COOKLINE 'B' 111 GB-1 10' - 6"86"210"SAI-1 SAI-1 WI-1 OPEN 9 A541 16 P-1 OPEN 13 2 1 1 1 1 1 1 2' - 8"2' - 6"4' - 0"2' - 6"1 1 1 3' - 4"2' - 0"2' - 0"4' - 0"2' - 0"2' - 0"2' - 0"1' - 10"10"1' - 6"1 1 4' - 4" 1 1 1 1 11 11 1 1' - 3"18' - 0"2"1 2' - 0"3' - 9"1"1 ACT-1 9' - 10" 2 REFLECTED CEILING PLAN GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE OWNER AND ARCHITECT. B. MECHANICAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND CEILING SUBCONTRACTORS SHALL COORDINATE THEIR WORK. IN CASE OF CONFLICT, THE REFLECTED CEILING PLAN SHALL TAKE PRECEDENCE. C. COORDINATE WITH MECHANICAL AND ELECTRICAL FOR ADDITIONAL REQUIREMENTS. D. FOR TYPICAL SEISMIC BRACING SEE DETAILS E. FOR TYPICAL SEISMIC LIGHT BRACING SEE DETAIL F. FOR TYPICAL WALL BRACING SEE DETAIL G. CEILING HEIGHTS SHOWN ARE ABOVE FINISH FLOOR H. DO NOT SCALE DRAWINGS. I. ALL ELECTRICAL EQUIPMENT SHALL BE NEW. SUB-CONTRACTOR TO PROVIDE COPY OF DATED SALES RECEIPT IF REQUIRED BY THE OWNER. /2 A612 C-1 1'-0" CEILING MATERIAL CEILING HEIGHT 1'-0"CEILING HEIGHT CEILING TAG E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG REFLECTED CEILING PLAN GENERAL NOTES NOTE: 1. PAINT ALL GRILLES / DIFFUSERS IN CEILING TYPE 'C' PER PAINT SCHEDULE. 2. SEE SHEET A114 FOR FINISH SCHEDULE AND PAINT COLORS GB-1 5/8" TYPE "X" GYPSUM BOARD WITH SMOOTH FINISH. BLACK SPRAY-APPLIED ACOUSTIC INSULATION TO UNDERSIDE OF DECK; SEE SPECIFICATION ON A161 PAINT OPEN CEILING AND ALL RELATED COMPONENTS P-4 SAI-1 ACT-1 2'x4' VINYLROCK GYP LAY-IN PANELS NON-PERFORATED STIPPLE WHITE FACE - NONABSORBENT SURFACE. SEE DETAIL CEILING PANELS PROVIDED BY WALK-IN MANUFACTURER. WI-1 B.O. DINING AREA DIFFUSERS @ 11'-6" A.F.F. B.O. DINING AREA TRACK LIGHTING @ 11'-6" NO DEVICE OR DECORATIVE OBJECT LESS THAN 80" A.F.F. SHALL PROJECT MORE THAN 4" FROM ANY WALL IN ANY CIRCULATION PATH OR ACCESSIBLE ROUTE AT WALKING SURFACE OR CIRCULATION ROUTE NO SUSPENDED LIGHT FIXTURE, DECORATIVE ITEM OR SIMILAR DECORATIVE ITEMS SHALL BE INSTALLED LOWER THAN 80" A.F.F. A. ALL SPRINKLERS IN DRYWALL CEILINGS SHALL BE RECESSED PENDANT WITH CHROME HEADS AND CHROME ESCUTCHEONS. B. ALL SPRINKLERS IN DINING AREA OPEN CEILING SHALL BE STANDARD PENDANT WITH BLACK HEADS AND BLACK ESCUTCHEONS. C. ALL SPRINKLERS IN LAY-IN GRID CEILINGS SHALL BE RECESSED PENDANT WITH WHITE HEADS AND WHITE ESCUTCHEONS. ELECTRICAL/MECHANICAL LEGEND NOTE: 1. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS LIGHT IN CEILING GRID PENDANT LIGHT TRACK LIGHTING COOLER/FREEZER LIGHTING INTERIOR WALL MOUNTED LIGHTING RECESSED LIGHT SUPPLY DIFFUSER EXHAUST FAN RETURN AIR DIFFUSER FEXTOON LIGHTING ATTACHED TO INTERIOR OF PATIO BEAMS HOOD LIGHT Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/13/2020 4:34:12 PM R&R BBQ - MERIDIANREFLECTED CEILING PLANA1133680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 REFLECTED CEILING PLAN NORTH NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 LIGHTING AT WALK- IN SUPPLIED BY MANUFACTURER 2 HEADER, SEE DETAILS PER REFLECTED CEILING PLAN 3 STEEL AWNING; SEE DETAIL 6/A542 4 STEEL AWNING /CANOPY; COORDINATE WITH A501 5 FULL SOUND BATT ATTENUATION ABOVE CEILING 6 MENU BOARD(S) SUSPENDED; COORDINATE WITH DETAIL4/A542 PROVIDE UNI-STRUT AT ROOF STRUCTURE ABOVE TO SUPPORT MENU BOARD; RUN PARALLEL TO MENU BOARD FOR REQUIRED ANCHOR POINTS. 7 FESTOON LIGHTING: COORD. W/ ELECTRICAL. 8 HANGING DECORATIVE LIGHTING; COORDINATE WITH DETAIL 2/A542 APPROXIMATELY CENTERED ON TABLES BELOW 9 LIGHTING SUSPENDED FROM FAUX WOOD BEAM; COORDINATE WITH DETAIL 1/A542 10 DECORATIVE STEEL CEILING FEATURE AT 10'-0" A.F.F.- SEE DETAIL 7/A542 11 HEAT LAMP: SEE EQUIPMENT PLAN 12 EXISTING MECHANICAL UNIT, COORDINATE WITH MECH. PLANS 13 TYPE I HOOD; SEE MECHANICAL DRAWINGS; NO COMBUSTIBLE MATERIALS INCLUDING COUNTERS, EQUIPMENT OR APPLIANCES SHALL BE PLACED ADJACENT ANY COOKING APPLIANCE UNDER THE TYPE 1 HOODS OR AGAINST ANY GREAS HOOD OR GREASE DUCT; ACOUSTICAL CEILING TILES, GYP. BD. CEILINGS, LIGHT FIXTURES AND DUCTWORK WITH COMBUSTIBLE INSULATION SHALL NOT BE PLACED WITHIN 18" OF TYPE 1 HOOD 14 EXISTING LIGHT FIXTURES 15 EXISTING CEILING 16 DECORATIVE WOOD BEAM FEATURE AT 10'-0" A.F.F. - SEE DETAIL 8/A542 num. description date 1 OWNER REVISIONS 02.28.20 2 HEALTH DEPARTMENT REVISIONS 03.13.20 MG-13 MG-13 MG-13 MG-14 MG-14 MG-14 MG-13MG-13 MG-14 MG-14 MG-11MP-021' - 6"1' - 6"MP-01 DISH / WASH ROOM 113 EF-1 EB-1 FRP-1 FRP-1 FRP-1FRP-1 SMOKER 114 EF-1 EB-1 FRP-1 FRP-1 FRP-1FRP-1 COOKLINE 'B' 111 EF-1 EB-1 FRP-1 FRP-1 FRP-1FRP-1 WALK-IN 112 EF-1 WB-1 WP-1 WP-1 WP-1WP-1 TAKE OUT PREP 110 EF-1 EB-1 FRP-1 FRP-1 FRP-1FRP-1 SERVICE AREA 108 EF-1 EB-1 WD-1 FRP-1 P-5P-3 COOKLINE 'A' 109 EF-1 EB-1 FRP-1 FRP-1 FRP-1FRP-1 BEVERAGE 104 PC-1 MP-05 --P-2- DINING 103 PC-1 RB-1 P-2 P-1 P-2P-1 QUEUE 102 PC-1 MG-07 WD-1 WD-1 MENS 106 PC-1 SB-1 P-1, WT-1 P-1, WT-3 P-1, WT-1 P-1,WT-3 WOMENS 107 PC-1 SB-1 P-1, WT-3 P-1,WT-1 P-1, WT-3 PT-1,WT-1 VEST. 101 PC-1 RB-1 P-1 P-1 P-1P-1 CORRIDOR 105 PC-1 RB-1 P-3, MP-06P-3,MP-06 P-5, MP-06 P-3,MP-06 JANITOR 115 PC-1 RB-1 P-1 P-1 P-1P-1 1' - 6"MG-15 MG-06 MG-06 MG-06 MG-14 MG-06 MG-06 MG-11 MG-11 MG-17WD-1WD-1MG-172 A114 BR-1MG-05 4 A114 3 A114 MG-11 MG-01 MG-17MG-17WD-1WD-1MG-17 WD-1 MG-12 MG-11 MG-12MG-12 MG-11 3 A114 9 A551 MG-17 A404 3 A403 5 MP-05MG-17WD-1WD-1MG-17P-5P-1BR-1 P-2P-1 MG-11 MG-11 MG-11 MG-11WD-1EB-1MP-06MG-02 BELOW P-3 P-2 FRP-1 EB-1 1 2 3 3 44 55 55 6 P-1 NIC A4041 7 8 8 9 9 9 9 9 9 9 9 9 99 9 9 3 A114 3 A114 3 P-3MG-02BELOWMG-06 WD-1 MG-01 MG-06 MG-01 P-1MG-06 P-1 MG-06 P-1 PRE-01 PRE-01 2 22 FRP-1 MP-068'-0” A.F.F 42” A.F.F.MP-0642” A.F.F. A404 2 MG-11 MG-06 WD-1MG-171 1 1 1 P-2 1 MP-06P-51 CHALK ART8 1 1 1 BR-1 1 1 MP-06 MG-11 42" A.F.F. 1 1 BR-1 1 P-4 A403 1 1 1 1 1' - 6" 2 SEALANT, BOTH SIDES SCHEDULED METAL BASE BOTH SIDE 1 x 6 WOOD FINISH PER FINISH PLAN BOTH SIDES 1/2" PLYWOOD BOTH SIDES PAINT P-5 SCHEDULED METAL U - CHANNEL STEEL POST WALL SUPPORT AS SCHEDULED 1/2" PLYWOOD AT TOP OF WALL 4' - 0" SEALANT, BOTH SIDES SCHEDULED METAL BASE BOTH SIDE 1 x 6 WOOD FINISH PER FINISH PLAN BOTH SIDES 1/2" PLYWOOD BOTH SIDES PAINT P-5 SCHEDULED METAL U - CHANNEL 1/2" PLYWOOD AT TOP OF WALL 4" 1 1/2" 1" 1 1/2"1 1/2"10 1/2"1' - 0"SCHEDULED STEEL FRAME (2) LAYERS 4 x 4 WIRE MESH WELDED TO FRAME STEEL POST WALL SUPPORT AS SCHEDULED 4' - 0"1" AIR GAPINTERIOR FINISH LEGEND E-1 MATERIAL TYPE PER SCHEDULE MATERIAL TAG MATERIAL THICKNESS (WHERE APPLICABLE) 3" ROOM NAME 101 BASE UPLEFTDOWNRIGHT ROOM NAME ROOM NUMBER FLOOR FINISH TYPE BASE FINISH TYPE WALL FINISH FOR CORRESPONDING WALLS FLOOR PAINT ALL EXPOSED PLYWOOD BEHIND 1X6 WOOD PLANKS P-5 PAINT ALL INTERIOR H.M DOOR FRAMES P-6 PAINT ALL WALLS ADJACENT TO OPEN CEILING P-4 FROM 14'-0" A.F.F. TO DECK NO RUBBER BASE AT BR-1 FINISH FINISH NOTES ALL EXTERIOR WINDOW THAT DO NOT TERMINATE AT FINISHED FLOOR SHALL HAVE A GYP.BOARD SILL, PAINT ADJACENT WALL COLOR 1 FLOOR FINISH LEGEND EPOXY FLOORING (EF-1) SEE SPECIFICATION ON A151 POLISHED CONCRETE (PC-1) SEALANT SCHEDULED METAL 1 x 6 WOOD FINISH PER FINISH PLAN 1/2" PLYWOOD BOTH SIDES PAINT P-5 SCHEDULED METAL U - CHANNEL STEEL POST WALL SUPPORT AS SCHEDULED 1/2" PLYWOOD AT TOP OF WALL FRP-14' - 0" Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/13/2020 4:34:14 PM R&R BBQ - MERIDIANFLOOR FINISH PLANA1143680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 FINISHES FLOOR PLAN NORTH 1 1/2" = 1'-0"2 PONY WALL FINISH DETAIL 1 1/2" = 1'-0"3 PONY WALL FINISH DETAIL WITH METAL SCREENS NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 NO THRESHOLD AT THIS LOCATION,FOLLOW MANUFACTURE'S INSTRUCTION FOR ADJUSTABLE DOOR SWEEP 2 NO THRESHOLD IN THIS LOCATION. 3 COUNTER & BASE CABINET WITH EPOXY BASE TOE-KICK; COORDINATE WITH DETAILS AND INTERIOR ELEVATIONS A402 AND A403 4 FLOOR FINISH TRANSITION; COORDINATE WITH DETAIL 5/A541 5 STEEL POST RAILING AT QUEUE LINE; COORDINATE WITH 14/A541 6 COUNTER + BASE CABINETS W/ STAINLESS STEEL BASE. COORDINATE W/DETAILS. 7 DOOR THRESHOLD; COORDINATE WITH A621 8 OUTLINE OF HOOD ABOVE 9 FLOOR DRAIN/FLOOR SINK; COORDINATE WITH PLUMBING & 1/A111 FLOOR FINISH PLAN GENERAL NOTES 1. FLOOR FINISHES ARE CONTINUOUS. ALL FLOORING IS TO CONTINUE BENEATH ALL ELEMENTS IN CONTACT WITH THE FLOOR. CONTRACTOR TO COORDINATE OPENINGS AND PROVIDE FLOORING WITHIN OPENINGS NOT SPECIFICALLY IDENTIFIED. 2. ALL PRODUCTS ARE TO BE PROVIDED AND INSTALLED PER MANUFACTURERS PUBLISHED REQUIREMENTS AND FASTENED AND ADHERED ACCORDING TO APPROVED METHODS. 3. ALL EXPOSED SURFACES ARE TO BE PREPARED TO RECEI VE NEW FINISHES. 4. ALL WIRE FRAMES, CONDUIT, ACCESS PANELS, GILLES, FIRE EXTINGUISHER CABINETS, ELECTRICAL PANELS AND MECHANICAL DEVICES SHALL BE FINISHED TO MATCH THE ADJACENT SURFACE UNLESS NOTED OTHERWISE. 5. ALL PAINT IS TO CONTINUE FROM BASE OF WALL TO TOP OF WALL AND EDGE OF WALL TO EDGE OF WALL UNLESS NOTED OTHERWISE. 6. CONTRACTOR TO REPORT ANY DISCREPANCIES IN PRODUCT QUALITY TO ARCHITECT FOR REVIEW AND APPROVAL. 7. COMMENCEMENT OF WORK ON ANY SURFACE BY THE CONTRACTOR MEANS ACCEPTANCE OF THOSE SURFACES. 8. REFER TO SHEET A541 FOR INTERIOR DETAILS. 9. REFER TO SHEET A402 AND A403 FOR INTERIOR ELEVATIONS. 10. REFER TO SHEET A113 FOR REFLECTED CEILING PLANS. 11. REFER TO SHEET Q201 FOR SHELVING SCHEDULE. 12. FLOOR TRANSITION HEIGHTS NOT TO EXCEED 1/4" MAXIMUM. PROVIDE APPROPRIATE TRANSITION AT EACH LOCATION WHERE FLOOR MATERIAL CHANGES. 1 1/2" = 1'-0"4 PONY WALL FINISH DETAIL ONE SIDE PLYWOOD num. description date 1 OWNER REVISIONS 02.28.20 2 HEALTH DEPARTMENT REVISIONS 03.13.20 4.2 4 3 1.3 1.21 SMOKER 114 DISH / WASH ROOM 113 COOKLINE 'A' 109 COOKLINE 'B' 111 TAKE OUT PREP 110 WALK-IN 112 SERVICE AREA 108 BEVERAGE 104 DINING 103 QUEUE 102 MENS 106 WOMENS 107 CORRIDOR 105 JANITOR 115 DINING 103 VEST. 101 MS-07 MS-07 3 A551 4 A551 4 A551 1' - 0" 6' - 0"2' - 0"4' - 0"2' - 0"4' - 0"2' - 0"4' - 0"2' - 0"4' - 0" 5' - 10"4' - 0"2' - 0"4' - 0"3' - 0"4' - 0"2' - 0"2' - 0"1"4' - 0"3' - 0"4' - 0" 111 2 2 2 2 2 3 3 3 3 44 5 5 4 5 4 5 2' - 0"3' - 7" 6 7 7 7 7 7 7 7 8 8 9 7 7 5 10 TYP. 10 TYP. 11 TYP. 11 TYP. 12 TYP. 12 TYP.10 TYP. 11 TYP. 11 TYP. 1313 1414 1515 13 16 171717 1818 5' - 5 1/2"4' - 0" 2' - 6"2' - 7 1/2" 3 A551 2 A114 14 A541 2 A114 3 A114 A551 5 MS-01 A551 5 MS-01 15 A551 6 A551 1 A551 4 A551 11 TYP. MS-02 MS-12 3' - 6"2' - 6"5' - 0" 19 20 20 20 20 20 12 A551 12 A551 12 A551 NIC 21 22 22 23 18 A551 5 MS-01 44EQEQABOVEEQEQEQ EQTYP. 4 TYP. 14 24 ABOVE 1515 4 3 A551 25 7 A551 25 7 A551 MS-04 TYP. MS-04 TYP. MS-04 TYP. 1 1 1 1 4 26 41 1 23 1 44 21 1 1 21 1 22 1 1 1 1 1 27 28 1 1 1 15 14 1 291 1 12 1 22 1 14 1 4 1 291 30 1 1 1515 26 2 3' - 6 5/8"1' - 7"1' - 7"1' - 7"3' - 2"3' - 2"3' - 2"3' - 2"1' - 7"3' - 4"3' - 4"4' - 5"1' - 10"2' - 5 1/4"4 4 FURNITURE PLAN GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. ALL COLORS SELECTIONS AND FINISH MATERIALS AND STYLES SHALL BE COORDINATED WITH OWNER C. MILLWORK SHOWN DASHED CLARITY. D. EQUIPMENT NOT SHOWN FOR CLARITY E. RUN FLOORING UP TO MILLWORK AND UNDER OPEN COUNTERTOPS. F. COORDINATE WITH INTERIOR ELEVATIONS ON A400 SERIES SHEETS AND MILLWORK DETAILS ON A541 SERIES SHEETS. G. USE STAINLESS STEEL SCREWS FOR ALL WALL MOUNTED SHELVING AND EQUIPMENT IN KITCHEN. WALL BLOCKING SCHEDULE ITEM DESCRIPTION TV MONITOR / SIGN TROUGH SINK RESTROOM GRAB BARS PLYWOOD BACKING B C D A PROVIDE 4'-0" W X 4'-0" H SOLID BLOCKING IN STUD WALL CENTERED ON OUTLETS / CONDUIT STRUCTURAL METAL STUDS WITH 2x WOOD BLOCKING BETWEEN AT FULL LENGTH + WIDTH OF SINK COORDINATE WITH SHEET A651 PLYWOOD BACKING PER WALL TYPE CONSTRUCTION NOTE: PLAN SHOWS MIN. BLOCKING REQUIREMENTS. CONTRACTOR TO COORDINATE ADDITIONAL BLOCKING AS NEEDED. RESTROOM PARTITIONSE COORDINATE WITH SHEET A401 STEEL AWNINGSF SOLID BLOCKING CONTINUOUS @ WINDOW HEAD AND 3'- 0" DOWN EACH SIDE METAL SIGNAGEG 5' X 5' CENTERED 6'- 0" A.F.F 1 A F C D A A A A C D A EE G B ABOVE B B F F 1 F B E 1 1 1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/24/2020 12:01:35 PM R&R BBQ - MERIDIANLEVEL 1 FURNITURE / EQUIPMENT PLANA1153680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 96"W X 30"D X 42.5"H WATERFALL TABLE; SEE DETAIL 4/A551 2 55"W X 32"D X 30"H TABLE OUTDOOR 3 36"W X 36"D X 30"H TABLE OUTDOOR 4 PROVIDE CORE DRILLED BASE FOR TABLE 5 30"W X 24"D X 30"H TABLE 6 42"W X 42"D X 30"H TABLE 7 48"W X 30"D X 30"H TABLE 8 72"W X 30"D X 30"H TABLE 9 60"W X 36"D X 30"H TABLE 10 GRAY DINING CHAIRS 11 RED DINING CHAIRS 12 GRAY DINING CHAIRS (TALL) AT WATERFALL TABLES 13 MENU HOLDERS 14 MILLWORK CABINETS BELOW COUNTER - COORDINATE WITH A400 SERIES AND A550 SERIES SHEETS. 15 CHALK ART 16 WALL MOUNTED MENU BOARD 17 MENU BOARD(S) SUSPENDED; COORDINATE WITH DETAIL4/A542 PROVIDE UNI-STRUT AT ROOF STRUCTURE ABOVE TO SUPPORT MENU BOARD; RUN PARALLEL TO MENU BOARD FOR REQUIRED ANCHOR POINTS. 18 GARBAGE ENCLOSURE; COORDINATE WITH INTERIOR METAL SCHEDULE 5/A551 19 1/2" TEMPERED GLASS WITH BEVELED TOP EDGE 20 BENCH SEAT - SEE A112 21 WALL HUNG WOOD SIGN 30"W X 48"H 22 WALL HUNG TV 23 R&R VINYL GRAPHIC 24 MISSION STATEMENT VINYL GRAPHIC 25 PRE- CAST CONCRETE TROUGH SINK OVER STEEL FABRICATED SUPPORTS. SEE DETAIL 7/A551 26 EQUIPMENT 27 WALL MOUNTED RESTROOM SIGN (BLADE) 28 BACKLIT SIGN - 5' DIA. 29 CEILING HUNG WOOD SIGN 30 HIGH CHAIRS 1/4" = 1'-0"1 FURNITURE / EQUIPMENT PLAN NORTH num. description date 1 OWNER REVISIONS 02.28.20 2 HEALTH DEPARTMENT REVISIONS 03.13.20 4 CITY REVIEW COMMENTS 03.24.20 3/32" = 1'-0"2 BLOCKING PLAN NOTE: INSTALL SMOKERS AND SET 'MS-04' RISER BLOCKS IN PLACE PRIOR TO POURING RESINOUS FLOORING. 1 CHAIR COUNT: GREY (LOW)16 GREY (HIGH)24 RED (LOW)26 ROOF PLAN GENERAL NOTES 1. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 2. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 4. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 5. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 6. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 7. COORDINATE PENETRATION LOCATIONS FOR EQUIPMENT I NSIDE BUILDING W/ MECHANICAL, ELECTRICAL, & PLUMBING. 8. PROVIDE CRICKETING AS REQUIRED TO REDIRECT WATER FLOW AROUND ALL ROOFTOP EQUIPMENT AND PREVENT ANY POOLING OF WATER, NOT OPTIONAL. F 4.2 E D A.2 4 3 1.21 AF.2 A201 1 A201 2 A2013 1 A312 2 A312 4 A311 1 2 2 3 3 3 44 4 NIC 1 A311 2 A311 3 A311 35' - 4"35' - 9"25' - 5"5 1/4" / 12"3 5/8" / 12" TYP. TYP. TYP.5 1/4" / 12"1 A301 1 A301 2 A301 2 A301 F.3 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:06:29 PM R&R BBQ - MERIDIANROOF PLANA1213680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 EXISTING WALKING PADS 2 EXISTING ROOF DRAINS 3 STEEL DECKING CANOPY, POWDER COATED (PWD-1) AND MECHANICALLY FASTENED TO STRUCTURE - COORDINATE WITH STRUCTURAL. 4 PARAPET TO REMAIN NORTH 1/4" = 1'-0"1 ROOF PLAN num. description date DURA-FLEX MUST BE USED (NO SUBSTITUTIONS) DURA-FLEX CONTACT: MARCUS GRAY REGIONAL MANAGER 860-380-777 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:06:30 PM R&R BBQ - MERIDIANSPECIFICATION - RESINOUS FLOOR A1513680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP12" = 1'-0"1 SPEC - RESINOUS FLOORING SECTION 09723 num. description date Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/24/2020 12:01:36 PM R&R BBQ - MERIDIANSPECIFICATION - SPRAY-APPLIED INSULATION A1613680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPnum. description date 4 CITY REVIEW COMMENTS 03.24.20 12" = 1'-0"1 SPEC - SPRAYED ACOUSTIC INSULATION - SECTION 072129- 4 LEVEL 1 100' -0" F E D B A.2 LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" A 4 A311 FC-1 P-8PWD-1 P-8 PWD-1 WWM 1 PWD-1 P-8 PWD-1 PWD-1 2 2 3 4 5 7 7 7 7 7 1 A311 2 A311 3 A311 8888 8 8 TYP. TYP. 9 P-7 P-7 24" 24" 2 A301 2 A301 10 F.3 P-8 P-8 P-7 11 11 11 11 11 P-7P-8 12 EQ EQ 1 13 1313 1 LEVEL 1 100' -0" 4.2431 LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" 1 A312 P-8P-8P-8 PWD-1 FC-1 P-8FC-1 PWD-1 PWD-1 5 4 6 P-7 P-7 5 P-7 7 7 7 8 1 A301 1 A301 FC-1 PWD-1 103 W-1 8 P-8 P-8P-8 8 P-8P-8 14 14 1 1 141414 1 LEVEL 1 100' -0" EDC LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" A F.2 2 A312P-8 FC-1 P-8 PWD-1 4 PWD-1 7 7 P-7 8 88 8 24"24" 2 A301 2 A301 P-7 P-8 11 12 1 P-8 13 13 1 1 14 14 1 1 1 EXTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. CONTRACTOR TO LEAVE A 1/2" GAP BETWEEN ALL DISSIM ILAR MATERIAL TYP. TO BE FILLED WITH BACKER ROD AND SEALANT, COLOR AS SELECTED. 3. ALL EXPOSED EXTERIOR STEEL TO BE POWDER COATED. 4. CONTRACTOR TO PAINT ALL VENT PIPES, EXHAUST FANS AND OTHER ROOF EQUIPMENT AND PENETRATIONS THAT ARE VISIBLE FROM THE SURROUNDING BUILDING'S STREET FRONTAGE. 5. SEE ELECTRICAL DRAWINGS FOR EXTERIOR POWER LOCATI ONS, LIGHTING, HORN STROBES, CARD READERS, ETC. 6. RUN CONDUIT AND BOXES FOR EXTERIOR LIGHTS IN THE CMU. 7. SEE PLUMBING DRAWINGS FOR DOWNSPOUT NOZZLE, HOSE BI B, AND FDC CONNECTION LOCATIONS, ETC. 8. NICHIHA IS A SPECIAL ORDER PRODUCT AND CAN REQUI RE LONG LEAD TIMES. 9. PROVIDE PRE-FINISHED J-MOLD WHERE NICHIHA TERMINATES INTO THE CMU AT INSIDE CORNERS. 10. PROVIDE PRE-FINISHED J-MOLD AT ALL EXPOSED ENDS OF NICHIHA. 11. PROVIDE HONED FINISH TO END OF CMU BLOCKS AT ALL OPENINGS. Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:25:17 PM R&R BBQ - MERIDIANEXTERIOR ELEVATIONSA2013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 NORTH ELEVATION - NEW 1/4" = 1'-0"3 WEST ELEVATION - NEW 1/4" = 1'-0"2 SOUTH ELEVATION - NEW NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 EXISTING SCONCE LIGHTING TO REMAIN 2 R&R LOGO GRAPHIC 3 WELDED WIRE MESH FENCE PANEL 4 R&R BBQ SIGN WITH LOGO. SEE ELECTRICAL FOR ADDITIONAL REQUIREMENTS. 5 SNOW RETENTION BRACKET: SEE DETAIL 7/A501 6 EXISTING TRELLIS 7 EXISTING PRECAST CONCRETE TRIM 8 EXISTING PRECAST CONCRETE PANEL 9 NEW CANOPY 10 FESTOON LIGHTING: COORD. W/ ELECTRICAL. 11 EXISTING GLAZING 12 EXISTING DOOR, TO BE RE-KEYED 13 EXISTING LIGHT FIXTURES 14 NEW SCONCE FIXTURES TO MATCH EXISTING num. description date 1 OWNER REVISIONS 02.28.20 LEVEL 1 100' -0" F E D B A.2 LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" A 2 A301 2 A301 1 2 3 WOMENS 107 CORRIDOR 105 MENS 106 DINING 103 QUEUE 102 DINING 103 A312 1 4 4 4 4 4 LEVEL 1 100' -0" 4.2 4 3 1.3 1.2 1 LOWER PARAPET 123' -0" UPPER PARAPET 126' -0"1 A312 1 A301 1 A301 3 2 1 VEST. 101 DINING 103 SERVICE AREA 108 TAKE OUT PREP 110 COOKLINE 'B' 111 A311 2 4 4 4 4 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:06:43 PM R&R BBQ - MERIDIANBUILDING SECTIONSA3013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 EAST WEST SECTION 1/4" = 1'-0"2 NORTH SOUTH SECTION NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 ROOF STRUCTURE 2 CANOPY STRUCTURE 3 WELDED WIRE MESH FENCE PANEL 4 ROOF TOP UNIT - COORDINATE WITH MECHANICAL num. description date LEVEL 1 100' -0" 1 LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" EXISTING ROOFING MEMBRANE EXISTING WALLEXISTING WALL EXISTING SLAB EXISTING PRECAST CONCRETE PANEL EXISTING CORNICE R&R BBQ SIGN WITH LOGO. SEE ELECTRICAL FOR ADDITIONAL REQUIREMENTS. A501 4 114' - 3 1/2" 113' - 8 1/2" 17 1/2"6 1/2" LEVEL 1 100' -0" 1 LOWER PARAPET 123' -0" UPPER PARAPET 126' -0" EXISTING ROOF EXISTING WALL EXISTING GLAZING EXISTING SLAB EXISTING CEILING EXISTING CORNICE EXISTING PRECAST CONCRETE TRIM A501 4 A501 8 A501 11 113' - 8 1/2" 114' - 3 1/2" LEVEL 1 100' -0" 1.2 LOWER PARAPET 123' -0" EXISTING WALL MASONRY VENEER AS SCHEDULED REMOVE EXISTING GYPSUM BOARD AND REPLACE WITH TILE BACKER BOARD EXISTING ROOF DRAIN PIPING EXISTING ROOF EXISTING SLAB EXISTING PRECAST CONCRETE PANEL EXISTING CORNICE A551 8 FIBER CEMENT BOARD SIDING A501 8 A501 9 115' - 8" LEVEL 1 100' -0" 1.2 LOWER PARAPET 123' -0" EXISTING WALL EXISTING ROOFING MEMBRANE EXISTING GLAZING EXISTING SLAB EXISTING CORNICE A542 6 A551 8 A501 8 A501 11 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:06:46 PM R&R BBQ - MERIDIANWALL SECTIONSA3113680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/2" = 1'-0"1 WALL SECTION 1/2" = 1'-0"2 WALL SECTION 1/2" = 1'-0"3 WALL SECTION 1/2" = 1'-0"4 WALL SECTION num. description date LEVEL 1 100' -0" A.2 LOWER PARAPET 123' -0" EXISTING CORNICE STEEL DECKING CANOPY, POWDER COATED (PWD-1), AND MECHANICALLY FASTENED TO STRUCTURE -COORDINATE WITH STRUCTURAL R&R BBQ SIGN WITH LOGO. SEE ELECTRICAL FOR ADDITIONAL REQUIREMENTS. SNOW RETENTION BRACKET: SEE DETAIL 7/A501 EXISTING ROOF EXISTING WALL EXISTING SLAB EXISTING PRECAST CONCRETE TRIM GLAZING SYSTEM AS SCHEDULED METAL PANEL AS SCHEDULED 1/2" GYPSUM BOARD A542 6 6" METAL STUD A501 2 A501 8 111' - 6 1/2" 114' - 7 1/2"HSS -SEE STRUCTURE METAL DECKING -COORDINATE WITH STRUCTURAL STEEL BEAM -COORDINATE WITH STRUCTURAL HSS -SEE STRUCTURE LEVEL 1 100' -0" 4.2 4 LOWER PARAPET 123' -0" EXISTING CORNICE R&R BBQ SIGN WITH LOGO. SEE ELECTRICAL FOR ADDITIONAL REQUIREMENTS. EXISTING SLAB EXISTING CEILING EXISTING ROOFING MEMBRANE PLYWOOD SHEATHING -COORDINATE WITH STRUCTURAL EXISTING WALLEXISTING WALL A501 4 PLYWOOD SHEATHING -COORDINATE WITH STRUCTURAL A501 8 A501 11 T.O. SLAB 123' - 0" 111' - 1 1/2" 110' - 6" Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:06:50 PM R&R BBQ - MERIDIANWALL SECTIONSA3123680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/2" = 1'-0"1 WALL SECTION 5 1/2" = 1'-0"2 WALL SECTION 6 num. description date F E 3 WOMENS 107 CORRIDOR 105 JANITOR 115 MENS 106 A401 6 9 7 8 A401 2 3 4 5 TA2 TA-16 TA1 TA6 TA3 TA3 TA6 TA14 TA8 TA2 TA-16 TA1 TA3 GB42 TA6 TA14 GB42 GB36 GB18v GB36 GB18v 7 8 14 106 7 A551 14 7 7 7 A551 TA8 107 16 16 16 2' - 11"S3 D 3' - 6"1 1/2"2' - 8"1"5' - 0" 1' - 5 1/2"4' - 11 1/2"1' - 5 1/2"4"2' - 9"5' - 8 3/4"1 3/4"2' - 9"1"5' - 0"1' - 5"5' - 0"1' - 5"4' - 7 3/4"1" 8' - 8 1/2" 5' - 7 1/2"2' - 9"3 3/4" 1 1 4 4 TA14 P-3 ? 13 PA-1 TA14 GB18v GB42 TA6 GB36 TA3 7 13 TA2 TA-16 TA1 GB18v GB42 GB36 TA3 P-3 WT-3 WT-3 2' - 2"3' - 4"3' - 0"2' - 9"7 8 9 12 A551 7 8' - 2"10 13 TA6 P-3 PRE-1 PA-1PA-1 TA2 P-3 SB-1 WT-1 WT-2 A551 7 13 TA-16 106 3"8' - 0"PRE-1 P-3 WT-2 WT-1 SB-1 TA2 TA-16 11 13 A551 7 3"8' - 0"PRE-1 P-3 WT-3 TA14 13 SB-1 107 PA-1 P-3 TA14 GB18v GB42 TA3 GB36 TA6 TA8 7 13 WT-2 WT-1 SB-1 8' - 0"3"WT-3 TA2 TA-16 TA1 TA6 TA3 TA3 TA8 GB18v GB36 GB42 7 7 10 9 2' - 10"3' - 0"3' - 4"2' - 2"8' - 2"SB-1 TA6 12 A551 713 PRE-1 PA-1PA-1 1 3 A402 4 A401 11 A40111 A4022 1 3' - 6"8' - 0 1/2"3' - 7" 3' - 6"11' - 5 1/2"2" 3' - 6"8' - 0 1/2"3' - 7" 5' - 0"9' - 11 1/2"2"EQEQEQ3' - 0 3/4"8' - 8"9' - 1 1/2"12' - 2 1/2" 14 A541 3 A114 2 A114 1 2 2 33 3 4 4 5 5 3' - 0" 6 TYP. 1 1 1 2' - 0"3' - 7" 3 A114 15 T.O. WALL 104' - 0" QUEUE 102 TYP.T4 DS3 D 4"3' - 5"3' - 0" CLEAR4 4 32" CLEAR4 WD-1WD-1 4' - 0"MG-07 6"5 1/2"3/4"TYP.TYP.MG-11 MG-11 MG-06 T.O. TILE 108'-2 3/4"3 1/4"2 1/4"1 1/2"3 1/4"1 1/2"3 3/4"5 7/8"2 1/2"6"8 1/8"4"3 1/4"6"5 1/8"3 1/8"2"4"3 1/4"5"3 1/2"1 1/2"2"4"5"3 1/4"BURNED NATURAL B N TOBACCOT T B B N T N N T B B N B T N B N N T T B N NT N B T Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/24/2020 12:01:43 PM R&R BBQ - MERIDIANENLARGED FLOOR PLANSA4013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPACCESSORY SCHEDULE MARK DESCRIPTION GB18v GRAB BAR - 18" MOUNTED VERTICAL - COORDINATE WITH DETAIL 3/G202 GB36 GRAB BAR - 36" - COORDINATE WITH DETAIL 3/G202 GB42 GRAB BAR - 42" - COORDINATE 3/G202 PA-1 METAL PARTITIONS, FLOOR ANCHORED / OVERHEAD BRACED POWDER COATED, BAKED ENAMEL. COLOR: BLACK STAINLESS STEEL BRACKETS TA1 ADA COMPLIANT SOAP DISPENSER; SURFACE MOUNTED TA2 PAPER TOWEL DISPENSER - SURFACE MOUNT TA3 SEAT COVER DISPENSER, SURFACE MOUNTED BOBRICK. MODEL B-221 STAINLESS STEEL TA6 ADA COMPLIANT TOILET TISSUE DISPENSER SURFACE MOUNTED TA8 ADA COMPLIANT NAPKIN DISPOSAL SURFACE FOUNTED BOBRICK MODEL B-270, STAILESS STEEL TA14 BABY CHANGING STATION ; KOALA - MODEL KB200-01SS TA-16 ADA COMPLIANT MIRROR, HANGING GLASS MIRROR - CUSTOM NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 METAL QUEUE RAILING 2 CHAIN DIVIDER 3 MENU HOLDERS 4 30"W X 24"D X 30"H TABLE 5 55"W X 32"D X 30"H TABLE OUTDOOR 6 GRAY DINING CHAIRS 7 TOILET 8 URINAL 9 VERIFY THAT THE LOCATION OF THE FIXTURE COVER PLATE DOES NOT EXTEND BEYOND TILE PROFILE 10 WALL SCONCE 11 MECHANICAL UNIT, COORDINATE WITH MECH. PLANS 12 HAND WASH SIGN 13 SCHLUTER - COVE WITH 3/8" RADIUS 14 SINK 15 WALL HUNG TV 16 TOILET PARTITION FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 1/2" = 1'-0"1 ENLARGED RESTROOM PLAN 1/2" = 1'-0"2 MENS SOUTH 1/2" = 1'-0"3 MENS WEST 1/2" = 1'-0"4 MENS NORTH 1/2" = 1'-0"5 MENS EAST 1/2" = 1'-0"6 WOMENS SOUTH 1/2" = 1'-0"7 WOMENS WEST 1/2" = 1'-0"8 WOMENS NORTH 1/2" = 1'-0"9 WOMENS EAST 1/2" = 1'-0"10 ENLARGED QUEUE PLAN 1/2" = 1'-0"11 TYPICAL PONY WALL ELEVATION 1" = 1'-0"12 STAGGERED TILE PATTERN INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTI FY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDI NG BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHITECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT AND THE OWNER FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. . 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. 20. COORDINATE INSTALLATIONS OF ALL AFTER CONTRACT' ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. 21. SEE 2/A115 FOR EQUIPMENT BLOCKING AND WALL-MOUNTED ACCESSORIES 22. SEE SHEET G201, AND G202 FOR ADA STANDARD REQUI REMENTS 23. ALL WOOD SLATS TO BE TRIMMED IN STEEL COORD. WI TH ARCHITECT FOR ANY DISCREPANCIES. num. description date 1 OWNER REVISIONS 02.28.20 4 CITY REVIEW COMMENTS 03.24.20 INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHI TECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT AND THE OWNER FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. . 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. 20. COORDINATE INSTALLATIONS OF ALL AFTER CONTRACT' ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. 21. SEE 2/A115 FOR EQUIPMENT BLOCKING AND WALL-MOUNTED ACCESSORIES 22. SEE SHEET G201, AND G202 FOR ADA STANDARD REQUIREMENTS 23. ALL WOOD SLATS TO BE TRIMMED IN STEEL COORD. WITH ARCHITECT FOR ANY DISCREPANCIES. WD-1 MG-07MG-11 MS-06 WD-1 EQ 6"EQ MG-11 6"1' - 0"4' - 0"5 1/2"3/4"3 A114 EQ 6"EQ WD-1 MS-06 MG-11 MG-07 WD-11' - 0"4' - 0"MG-116"5 1/2"3/4"3 A114 D A.2 3 A402 4 A403 2 1 A4033 108 A402 4' - 5"2' - 2"3' - 8"2' - 11"13' - 0"4' - 0"3' - 5"6' - 5"2' - 7"3"2' - 7"6' - 11"8' - 1"2' - 2"12' - 6"10' - 5"4' - 3"5' - 6"8' - 8"12"12"12"12"1' - 2" 1' - 4"EQ EQ 1' - 4" 1 1 1 1 5 A4025 5 6 5 2' - 7"2' - 7"77 1 7 7 7 7788TYP. 88 88 88 8 TYP. 3 1 1 1 7 1 2' - 10"2' - 10"2 3 LEVEL 1 100' -0" D B 2' - 10"4' - 10"2' - 10"1' - 6"3' - 4"MG-07 MS-07 MG-05MG-07 MG-07 MG-11 MG-12 WD-1 MG-11 MG-07 MG-12 MS-07 MG-11 MG-12 MG-05 P-3 P-4 2 2 2 3 4 A542 4 P-4 P-4 P-4 P-3P-3 9 A551 2 A541 11' - 4"P-4 1 7 77 7 1 2 TYP.1 1 14' - 0"114' - 0" PICK UP COUNTER CARRY-OUT2' - 10"ORDER / PAY COUNTER DINE-IN 4 4 4 ORDER PICKUP COUNTER DINE-IN 4 3' - 5"3/4"5 1/2"TYP.TYP.2' - 7" MS-05 MG-07 3 A551 MG-07 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/24/2020 12:01:48 PM R&R BBQ - MERIDIANENLARGED PLANS AND INTERIOR ELEVATIONSA4023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 2" HOLE IN COUNTERTOP WITH GROMMET 2 MENU BOARD(S) SUSPENDED; COORDINATE WITH DETAIL4/A542 PROVIDE UNI-STRUT AT ROOF STRUCTURE ABOVE TO SUPPORT MENU BOARD; RUN PARALLEL TO MENU BOARD FOR REQUIRED ANCHOR POINTS. 3 1/2" TEMPERED GLASS WITH BEVELED TOP EDGE 4 EXISTING COLUMN PAINTED 5 WALL MOUNTED CLASS "K" FIRE EXTINGUISHER, COORDINATE WITH EQUIPMENT SHEET. 6 EXTERIOR CONCRETE SLAB - SLOPE AWAY FROM BUILDING AND COORDINATE WITH CIVIL 7 POINT OF SALE EQUIPMENT 8 KITCHEN EQUIPMENT. SEE EQUIPMENT PLAN 1/2" = 1'-0"1 QUEUE SCREEN WALL SOUTH 1/2" = 1'-0"2 QUEUE SCREEN WALL EAST 1/2" = 1'-0"3 ENLARGED SERVICE PLAN 1/2" = 1'-0"4 SERVICE ELEV - CUSTOMER ORDER 1/2" = 1'-0"5 SERVICE WALK THRU num. description date 1 OWNER REVISIONS 02.28.20 2 HEALTH DEPARTMENT REVISIONS 03.13.20 3 HEALTH DEPARTMENT REVISIONS 03.16.20 4 CITY REVIEW COMMENTS 03.24.20 1 VERTICAL CIRCULATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHI TECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT AND THE OWNER FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. . 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. 20. COORDINATE INSTALLATIONS OF ALL AFTER CONTRACT' ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. 21. SEE 2/A115 FOR EQUIPMENT BLOCKING AND WALL-MOUNTED ACCESSORIES 22. SEE SHEET G201, AND G202 FOR ADA STANDARD REQUIREMENTS 23. ALL WOOD SLATS TO BE TRIMMED IN STEEL COORD. WITH ARCHITECT FOR ANY DISCREPANCIES. LEVEL 1 100' -0" B WD-1 666 1' - 6"2' - 0" OPEN MG-15 P-3 EB-01 MG-11 MG-11 OPEN6 A551 8' - 0"EB-1 15 A551 MP-063' - 8"6"MG-05 MG-05 7 A541 11 1 1212 1 1 44 5' - 0"4 3 LEVEL 1 100' -0" B MG-11 MS-07 MG-05 MS-07 EB-1 EB-1EB-1 MG-12 MG-11 MG-12MG-11 OPEN TO BEYOND 4444 5 55 7 MS-07 P-3 P-4 8 EB-1 MG-12 MG-11 FRP-1 A551 10 3 A551 3 A551 9 A551 2 A541 2' - 6"4 4 44 1 4 4 5"10"10"5"444 4 LEVEL 1 100' -0" WD-1 MG-07 MG-05 MS-07 6 P-4 2' - 6"6"EB-01MP-06 A541 2 9 1' - 6"2' - 10"A541 7 MP-06 A541 7 1 1 1 15 5"5" 1' - 0"10" 8 1/2"7 1/2" 1 2 3 3 2' - 10" 210' - 6"5"5"6"5"2' - 10"1' - 0"1' - 9"10 1/2"9"5"1' - 11 1/2"6" 8 1/2"7 1/2"2' - 10"6 1/2"4"6 1/2"6" LEVEL 1 100' -0" 3 1.3 MG-13 MS-02 MP-05 P-2 P-5 P-4 2' - 10"6"GL-2T GL-2GL-2GL-2GL-2 GL-2 GL-2 GL-2 GL-2 MG-13 103 MG-11 P-4 P-2 P-1 10 1313 1 MS-05 14 3 13 22 114' - 0" Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/16/2020 6:16:35 PM R&R BBQ - MERIDIANENLARGED PLANS AND INTERIOR ELEVATIONSA4033680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPNOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 HOLE IN COUNTER FOR SODA LINES 2 HOLE IN COUNTER FOR TRASH 3 HOLE IN COUNTER FOR CONDIMENT DISPENSER 4 KITCHEN EQUIPMENT. SEE EQUIPMENT PLAN 5 MELAMINE BASE CABINET COORD. WITH DETAILS INDICATED 6 MENU BOARD(S) SUSPENDED; COORDINATE WITH DETAIL4/A542 PROVIDE UNI-STRUT AT ROOF STRUCTURE ABOVE TO SUPPORT MENU BOARD; RUN PARALLEL TO MENU BOARD FOR REQUIRED ANCHOR POINTS. 7 1/2" TEMPERED GLASS WITH BEVELED TOP EDGE 8 EXISTING COLUMN PAINTED 9 WALL HUNG WOOD SIGN 10 RECESSED CUP DISPENSER 11 MISSION STATEMENT VINYL GRAPHIC 12 EQUIPMENT ALCOVE 13 CHALK ART 14 WALL HUNG TV 15 PASS-THRU TO BE FLUSH W/ ADJACENT COUNTER FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED 1/2" = 1'-0"1 SERVICE AREA SOUTH 1/2" = 1'-0"2 SERVICE AREA NORTH 1/2" = 1'-0"3 SERVICE AREA EAST 1" = 1'-0"4 ENLARGED BEVERAGE COUNTER 1/2" = 1'-0"5 BEVERAGE COUNTER num. description date 1 OWNER REVISIONS 02.28.20 3 HEALTH DEPARTMENT REVISIONS 03.16.20 LEVEL 1 100' -0" EDB P-4 P-1 P-1 P-1 3 A114 MG-06 MG-17 WD-1 RB-1 RB-1 RB-1 4 2 2 2 2 5 RB-1 P-4 P-4P-4P-4 4' - 6"11 1 3 3 3 11P-4 P-4 P-4 P-1 P-4 P-1P-1 RB-1RB-1 RB-1 1 1 1 114' - 0" 1 8 1 8 8 1 9 1 1 LEVEL 1 100' -0" 1.21 P-4 P-2 P-4 4' - 0 11/16"5' - 11 9/16"7' - 0"BR-1 1 22 3 RB-1 888 1 1 1 114' - 0" 10 INTERIOR ELEVATION GENERAL NOTES 1. REFER TO THE MATERIAL AND FINISH SCHEDULES ON SHEET A641 FOR FURTHER INFORMATION. 2. DRAWINGS & SPECIFICATIONS ARE COMPLIMENTARY COMPONENTS OF THE CONTRACT DOCUMENTS, REVIEW ALL DRAWINGS AND SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION IF INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED. 3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED & NOT FOUND, NOTIFY ARCHITECT IMMEDIATELY FOR CLARIFICATION BEFORE PROCEEDING WITH CONSTRUCTION. 4. ALL DIMENSIONS ARE TO COLUMN CENTERLINES, TO GRI DLINES OR TO FACE OF FRAMING UNLESS NOTED OTHERWISE. 5. UNLESS NOTED OTHERWISE CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 6. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES IN THE DOCUMENTS, AND OF ANY FIELD CONDITIONS THAT DEVIATE FROM THE DOCUMENTS. 7. THE ARCHITECT'S APPROVAL MUST BE OBTAINED FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO CHANGES IN DIMENSIONS, DESIGN, M ATERIALS, PRODUCTS, AND FINISHES. IN NO CASE MAY THE CONTRACTOR MAKE THESE CHANGES WITHOUT THE APPROVAL OF THE ARCHI TECT. 8. SHOP DRAWINGS AND OTHER SUBMITTALS ARE TO BE PRESENTED TO THE ARCHITECT AND THE OWNER FOR REVIEW PRIOR TO EXECUTION OF WORK. ALLOW APPROPRIATE TIME FOR REVIEW. 9. SEE DOOR AND WINDOW SCHEDULES FOR SIZES, TYPES, AND FINISHES, HARDWARE, ETC. 10. FOR BUILDING CODE REQUIREMENTS OR FIRE/SMOKE REQUIREMENTS, SEE 'G' SHEETS. 11. SEE WALL TYPE CONSTRUCTION DETAILS ON SHEET A611 AND ADDITIONAL DETAILS ON SHEETS A612 AND A613 FOR WALL TERMINATIONS, ETC. 12. HINGE SIDE OF DOORS ARE LOCATED 4" FROM ADJACENT WALL UNLESS NOTED OTHERWISE. 13. ANY COLUMN FURRING TO BE TIGHT TO COLUMN UNO. 14. ALL CONSTRUCTION SHALL CONFORM TO AND STRICTLY COMPLY WITH ALL APPLICABLE CODES, COVENANTS, RESTRICTIONS, AND OTHER REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION OVER THE PROJECT. 15. IN NO EVENT SHALL THE CONTRACTOR SUBMIT A STANDARD CONSTRUCTION DETAIL FOR A DETAIL SPECIFIED IN THESE DOCUMENTS WITHOUT THE APPROVAL IN WRITING FROM THE ARCHITECT. THE CONTRACTOR SHALL BRING ALL WORK INTO CONFORMITY WITH THE CONSTRUCTION DOCUMENTS, AS THE ARCHITECT ORDERS, BEFORE APPROVAL OF THAT PORTION OF THE PROJECT WILL BE GRANTED. 16. BRACE ALL CEILINGS AND NON-LOAD BEARING WALLS AS REQUIRED. 17. CONTRACTOR TO COORDINATE ALL FLOOR PENETRATIONS WITH ALL TRADES. . 18. COORDINATE WITH ELECTRICAL DRAWINGS FOR POWER, DATA, AND OTHER SYSTEM LOCATIONS AND REQUIREMENTS. 19. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. 20. COORDINATE INSTALLATIONS OF ALL AFTER CONTRACT' ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. 21. SEE 2/A115 FOR EQUIPMENT BLOCKING AND WALL-MOUNTED ACCESSORIES 22. SEE SHEET G201, AND G202 FOR ADA STANDARD REQUIREMENTS 23. ALL WOOD SLATS TO BE TRIMMED IN STEEL COORD. WITH ARCHITECT FOR ANY DISCREPANCIES. LEVEL 1 100' -0"3' - 0"6 7 2 A551 FRP-1 11 12 1 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:25:33 PM R&R BBQ - MERIDIANINTERIOR ELEVATIONSA4043680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/2" = 1'-0"3 DINING NORTH 1/2" = 1'-0"1 DINING EAST NOTE: THESE NOTES APPLY TO THIS SHEET ONLY. SHEET NOTES 1 STEEL AWNING; SEE DETAIL 6/A542 2 LIGHTING SUSPENDED FROM FAUX WOOD BEAM; COORDINATE WITH DETAIL 1/A542 3 BENCH SEAT - SEE A112 4 DECORATIVE WOOD BEAM FEATURE AT 10'-0" A.F.F. - SEE DETAIL 8/A542 5 HANGING DECORATIVE LIGHTING; COORDINATE WITH DETAIL 2/A542 APPROXIMATELY CENTERED ON TABLES BELOW 6 MANAGER'S SAFE (BELOW DESK); COORDINATE WITH EQUIPMENT PLAN AND SCHEDULE 7 SERVER RACK 8 WALL HUNG TV 9 WALL HUNG WOOD SIGN 30"W X 48"H 10 R&R VINYL GRAPHIC 11 WALL MOUNTED WIRE RACK SHELVING- 36" W X 18" D SHELF AT 6' - 0" A.F.F. 12 TV MONITOR ; COORDINATE WITH ELECTRICAL; PROVIDE PLYWOOD BACKING FOR MOUNT. FIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED num. description date 1 OWNER REVISIONS 02.28.20 1/2" = 1'-0"2 MANAGERS OFFICE ELEVATION ALL EXPOSED STRUCTURAL STEEL POWDER COATED POWDER COATED STEEL PLATE EXISTING WALL ASSEMBLY POWDER COATED HSS COORD. WITH STRUCTURAL CAULK AROUND NEW KNIFE PLATE FIBER CEMENT SIDING SYSTEM PRE-FINISHED METAL FLASHING PAINT A 4" STRIP OF THE EXISTING STUCCO AND FLASHING (P-8) STEEL CHANEL COORD. WITH STRUCTURAL POWDER COATED HSS COORD. WITH STRUCTURAL PRE-FINISHED J-MOLD TRIM ALL EXPOSED STRUCTURAL STEEL POWDER COATEDFIBER CEMENT SIDING SYSTEM ADHESIVE COUNTER FLASHING EXISTING WALL ASSEMBLY POWDER COATED METAL DECK EXISTING PRECAST TRIM 1 1/2" 1 1/2" METAL DECK - SEE STRUCTURE HSS - SEE STRUCTURE STEEL EDGE ANGLE 1/8" END PLATE STEEL BEAM EXISTING WALL ASSEMBLY ALL EXPOSED STRUCTURAL STEEL POWDER COATED HSS- SEE STRUCTURE STEEL PLATE - SEE STRUCTURE A501 5 A501 6 SNOW RETENTION CLIP 1 1/2" 6 1/2" METAL DECK - SEE STRUCTURE HSS - SEE STRUCTURE STEEL EDGE ANGLE 1/8" END PLATE STEEL BEAM 5/8" GYP.BD 6" METAL STUD STEEL CHANNEL PER STRUCTURAL ALL EXPOSED STRUCTURAL STEEL POWDER COATED HSS- SEE STRUCTURE EXPANSION ANCHOR - SEE STRUCTURE STEEL PLATE - SEE STRUCTURE A501 2 @ ENTRY A501 3 SNOW RETENTION CLIP WHERE OCCURS POWDER COATED STEEL PLATE ALL EXPOSED STRUCTURAL STEEL POWDER COATED EXISTING WALL ASSEMBLY POWDER COATED HSS COORD. WITH STRUCTURAL CAULK AROUND KNIFE PLATE ALL EXPOSED STRUCTURAL STEEL POWDER COATED EXISTING WALL ASSEMBLY 6 1/2" 1 1/2" LINE OF PRECAST TRIM BEYOND SILICON SEALANT PRE-FINISHED BREAK METAL FLASHING POWDER COATED HSS COORD. WITH STRUCTURAL POWDER COATED METAL DECK POWDER COATED C-CHANNEL COORD. WITH STRUCTURAL APPLY BRACKETS PRIOR TO POWDER COATING DECK AND BRACKETS6"12" MAX SPACING 2 3/4" STEEL DECKING CANOPY CONTINUOUS WELD BOTH SIDES L3X3X3/16 POWDER COATED PWD-1 EXISTING METAL STUD EXISTING PLYWOOD SHEATHING MOISTURE BARRIER EXISTING STUCCO EXISTING PARAPET FIBER CEMENT PANEL FIBER CEMENT PANEL ATTACHMENT CLIP SYSTEM EXISTING GYP. BOARD J MOLD TRIM SILICON SEALANT EXISTING METAL STUD EXISTING BATT INSULATION EXISTING PLYWOOD SHEATHING MOISTURE BARRIER EXISTING STUCCO EXISTING CONCRETE PANEL FIBER CEMENT PANEL FIBER CEMENT PANEL ATTACHMENT CLIP SYSTEM EXISTING GYP. BOARD PAINT 4" STRIP ABOVE EXISTING CONCRETE PANEL (P-8) EXISTING COUNTER FLASHING EXISTING MOISTURE BARRIER FIBER CEMENT PANEL FIBER CEMENT PANEL ATTACHMENT CLIP SYSTEM EXISTING METAL STUD EXISTING GYP. BOARD GRID EXISTING BATT INSULATION EXISTING PLYWOOD SHEATHING EXISTING STUCCO EXISTING PRECAST CONCRETE TRIM EXISTING METAL STUD EXISTING BATT INSULATION EXISTING PLYWOOD SHEATHING EXISTING MOISTURE BARRIER EXISTING STUCCO EXISTING CONCRETE TRIM OR PANEL FIBER CEMENT PANEL FIBER CEMENT PANEL ATTACHMENT CLIP SYSTEM EXISTING GYP. BOARD PAINT 4" STRIP ABOVE EXISTING CONCRETE TRIM OR PANEL (P-8) EXISTING COUNTER FLASHING Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:07 PM R&R BBQ - MERIDIANEXTERIOR DETAILSA5013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP3" = 1'-0"3 CANOPY COLUMN WALL PLATE NICHIHA FINISH 3" = 1'-0"2 ENTRY CANOPY CONNECTION NICHIHA FINISH 3/4" = 1'-0"4 CANOPY DETAIL EIFS FINISH 3/4" = 1'-0"1 CANOPY DETAIL NICHIHA FINISH 3" = 1'-0"6 CANOPY COLUMN WALL PLATE EIFS FINISH 3" = 1'-0"5 ENTRY CANOPY CONNECTION EIFS FINISH 1/8" = 1'-0"7 SNOW BRACKET 1 1/2" = 1'-0"8 WALL MEETS PRECAST CONCRETE PARAPET 1 1/2" = 1'-0"9 WALL MEETS PRECAST CONCRETE 3" = 1'-0"10 PRECAST CONCRETE TRIM MEETS FIBER CEMENT BOARD 1 1/2" = 1'-0"11 WALL MEETS PRECAST CONCRETE ABOVE STOREFRONT num. description date A1A SECTION ELEVATION x27"BLOCKING EACH SIDE OF CABINET ATTACHED TO STUDS ALSO USE STUD BLOCKING ABOVE AND BELOW CABINET FRAMING AS PER PLAN 5/8" GYPSUM BOARD ALL AROUND TOP, BOTTOM, SIDES AND BACK STAINLESS STEEL FIRE EXTINGUISHER CABINET; SEE EQUIPMENT SHEETS FULL CLEAR ACRYLIC DOOR SEE SCHEDULE SEE SCHEDULE SCHEDULED TRIM; SEE FINISH SCHEDULE SCHEDULED BASE; SEE FINISH SCHEDULE SEE SCHEDULESEE SCHEDULE 45° CHAMFER CUT IN FIELD WHERE RUBBER BASE OCCURS AT KITCHEN AREAS AT DINING AREAS RESINOUS FLOORING; RUN UP WALL SCHEDULED COVE EPOXY BASE CEMENT BOARD BACKER SCHEDULED WALL FINISH PER FINISH PLAN - WHERE FRP OCCURS : EXTEND TO FINISH FLOOR (RUN BEHIND EPOXY BASE)6" A.F.F.COVE STRIP (ZINC OR PLASTIC) 3/4" MIN RADIUS SUBSTRATE AS SCHEDULED 1/8". GRIND DOWN SECTION SAW-CUTS 1"6" CHIP OUT SECTION RESINOUS FLOORING POLISHED CONCRETE NOTE: AT ALL FLOOR DRAINS AND FINISH TRANSITIONS B.O. OPENING PER RCP 2"CONT. SEALANT BOTH SIDE SCHEDULED WALL SCHEDULED WALL FINISH SCHEDULED STAINLESS STEEL WALL CAP AT OPENING PER SCHEDULES C H E D U L E D W ID T H O F W A L L EXPOSED WELDS. FIELD VERIFY ALL DIM'S.TYP.IN T E R IO R BENT/ROUNDED CORNERS WHERE POSSIBLE FRP PER FINISH PLAN 5/8" TYPE "X" GYPSUM BOARD WALK-IN BOX TYPICAL ALL SIDES SEALANT AND BACKER ROD FRP PANEL TRIM 3 5/8" METAL STUDS AT 16" O.C. SCHEDULED CEILING 6"LINE OF STRUCTURE BRACING PER DETAIL SUSPENDED METAL "T" BAR LAY-IN ACOUSTICAL CEILING TILE METAL PERIMETER ANGLE, 2" WALL LINE MAX 0' - 8"MAIN RUNNERS AND #12 WIRES @ 48" O.C. TYPICAL LAY-IN LIGHT FIXTURE 12 GAUGE WIRES AT EACH CORNER. ANCHOR WIRES TO STRUCTURE ABOVE. WIRES TO BE TIED TIGHT AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN ADJUSTABLE LENGTH VERTICAL COMPRESSION STRUT 12 GAUGE HANGER WIRE @ 4'-0" O.C. LAY-IN CEILING PANEL MAIN RUNNER 12 GAUGE SPLAY WIRES CROSS RUNNERx45° MAX. TYP. SUSPENDED CEILING SYSTEM NOTES: 1- SUSPENDED CEILING SYSTEMS SHALL BE INSTALLED IN COMPLIANCE WITH IBC, ASCE 7-05 , 13.5.6 AND ASTM E580 2- ALL CEILINGS ARE TO HAVE VERTICAL COMPRESSION STRUTS, SEISMIC BRACING, HANGERS, ETC., AS REQUIRED BY IBC, ASCE 7-05 , 13.5.6 AND ASTM E580 3- HEAVY DUTY T-BAR GRID SYSTEM REQUIRED. WITH OF PERIMETER SUPPORTING CLOSURE ANGLE TO BE 7/8" PERIMETER CLOSURE ANGLE WI TH CODE APPROVED SEISMIC CLIPS. ATTACH ONE END OF THE CEILING GRID TO THE CLOSURE ANGLE IN EACH DIRECTION. THE OTHER END IN EACH HORIZONTAL DI RECTION SHALL HAVE 3/4" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON THE CLOSURE ANGLE, WITH HORIZONTAL STRUT STABILIZERS TO PREVENT THE SPREADING OF THE RUNNERS. 4- SPLAY WIRES AS REQUIRED BY IBC, ASCE 7, AND CISCA 3-4. ALL SPLAY WIRES ARE TO BE IN LINE WITH ATTACHED COMPONENT AND ARE TO BE TIED TIGHT AT EACH END WITH A MINIMUM OF 3 TURNS IN 1-1/2" OF RUN. 5- ANCHOR WIRES ONLY TO STRUCTURAL MEMBERS, NOT TO ROOF DECK OR BRIDGING. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT, NOT SHALL THEY BE LESS THAN 6" TO ANY UNBRACED HORIZONTAL PIPING OR DUCTWORK. A TRAPEZE OR SIMILAR DEVICE SHALL BE USED WHERE OBSTRUCTIONS OCCUR. 6- SUPPORT ALL RUNNERS AT 8" MAXIMUM FROM WALL OR CEILING DISCONTINUITY. 7- FOUR-WAY DIAGONAL BRACING AND COMPRESSION STRUTS 12'-0" O.C. EACH WAY. 8- PROVIDE CEILING HORIZONTAL RESTRAINT TO THE STRUCTURE ABOVE FOR CEILING AREAS GREATER THAN 1,000 SQUARE FEET TO MINIMIZE DIAPHRAGM LOADS. 9- PROVIDE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTITIONS FOR CEILING AREAS GREATER THAN 2,500 SQUARE FEET. 10- CHANGES IN CEILING PLANE ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 11- CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED AND BRACED INDEPENDENT FROM THE SUSPENDED CEILING SYSTEM. 12- PROVIDE 2" OVERSIZE RINGS, SLEEVES OR ADAPTERS THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT FOR AT LEAST 1" MOVEMENT IN ALL DIRECTIONS FOR FIRE SPRINKLER HEADS AND OTHER SIMILAR PENETRATIONS. LINE OF SCHEDULED BASE BEYOND PER FINISH PLAN SCHEDULED FINISH PER FINISH PLAN CONCRETE SCHEDULED COVE BASE BEYOND PER FINISH PLAN EQUIPMENT PER PLAN 3/4" RADIUS EDGE RUN FINISH CONTINUOUS SCHEDULED COVE BASE - PER FINISH PLAN 13"27"40"EQ SPACED (48" O.C. MAX) A541 15 TYP HSS 2 x 2 POST AND RAILING; GRIND WELDS SMOOTH; POLISHED STEEL FINISH MITER JOINT AT ENDS BUTT JOINTS TYPICAL UNLESS OTHERWISE NOTED44" (48" MAX)44" (48" MAX)T.O. BACKSPLASH 42" *T.O. SINK 34" **VERIFY EQUIPMENT DIMENSIONS PROVIDED BY OWNER; NOTIFY ARCHITECT OF ANY DISCREPANCIES PEDESTAL HAND SINK; SEE EQUIPMENT SCHEDULE ON SHEET Q101 PT DISPENSER MOUNTING LOCATION SOAP DISPENSER MOUNTING LOCATION KNEE OPERATED POST WIDTH + 2"EMBED DEPTH + 1/2" (4.5" MIN.)RAILING POST NON-METALIC NON- SHRINK PRECISION GROUT CORE DRILLED POST HOLE TOP OF FINISHED CONCRETE SLAB S C H E D U L E D W ID T H O F W A L L PER SCHEDULE6" BASEEXPOSED WELDS. FIELD VERIFY ALL DIM'S .TYP.IN T E R IO R BENT/ROUNDED CORNERS WHERE POSSIBLE 3 5/8" METAL STUD AT 16" O.C. 8" 18GA BOX HEADER SPANNING OVER STOREFRONT ON (2) 3 5/8" METAL STUD COLUMNS AT EACH END 6" 18 GA METAL STUD AT 2' - 0" O.C CEILING HEIGHT SEE RCP 5/8" GYP.BD SCHEDULED STOREFRONT TERMINATE AT DECK 3 5/8" METAL STUDS AT 2' - 0" O.C. CEILING HEIGHT SEE RCP 5/8" GYP.BD 3 5/8" METAL STUDS AT 16" O.C. ATTACH TO DECK ABOVE 3 5/8" GYP.BD CEILING HEIGHT SEE RCP 3 5/8" METAL STUDS AT 16" O.C. ATTACH TO DECK ABOVE 3 5/8" METAL STUD AT 2' - 0" O.C 5/8" GYP.BD 5/8" GYP.BD CEILING HEIGHT SEE RCP CEILING HEIGHT SEE RCP B.O. SOFFIT SEE RCP CEILING HEIGHT SEE RCP 3 5/8" STUDS AT 16" O.C ATTACH TO DECK ABOVE 3 5/8" METAL STUDS AT 2' - 0" O.C. SCHEDULED CEILING 5/8" GYP.BD 2"CONT. SEALANT BOTH SIDES SCHEDULED STAINLESS STEEL U- CHANNEL AT OPENING LAY-IN ACOUSTICAL CEILING TILE METAL PERIMETER ANGLE, 4" AT WINDOW OPENING WALL LINE MAX 0' - 8"MAIN RUNNERS AND #12 WIRES @ 48" O.C. TYPICAL 2"SEALANT Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:09 PM R&R BBQ - MERIDIANINTERIOR DETAILSA5413680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP3/4" = 1'-0"8 SEMI RECESSED FIRE EXTINGUISHER CABINET 3" = 1'-0"3 CORNER GAURD DETAIL 3" = 1'-0"4 FLOOR - EPOXY BASE DETAIL 6" = 1'-0"5 FLOOR - RESINOUS FLOORING DETAIL 3" = 1'-0"7 HEADER / JAMB AT KITCHEN PASS THRU 6" = 1'-0"17 PLATE STEEL CAP AT END PANEL 1 1/2" = 1'-0"9 WALK-IN BULKHEAD DETAIL 1 1/2" = 1'-0"10 CEILING- ACT DETAIL 1 1/2" = 1'-0"11 CEILING - SEISMIC LIGHT DETAIL 1 1/2" = 1'-0"12 CEILING - SEISMIC DETAIL 1 1/2" = 1'-0"19 CEILING - SUSPENDED CEILING NOTES1 1" = 1'-0"13 RAISED FLOOR DETAIL 1" = 1'-0"14 QUEUE RAILING DETAIL 3/4" = 1'-0"16 HAND SINK ELEVATION 6" = 1'-0"15 POST EMBED DETAIL 6" = 1'-0"18 PLATE STEEL BASE AT END PANEL 1 1/2" = 1'-0"1 VESTIBULE HEADER DETAIL 3" = 1'-0"2 SOFFIT DETAIL 3" = 1'-0"6 SOFFIT DETAIL 1 3" = 1'-0"20 SOFFIT DETAIL 1 1/2" = 1'-0"21 CEILING- ACT AT WINDOW DETAIL num. description date 8"7"9"18" +/-18" +/- 8' - 0" PLAN VIEW 8"6' - 6" A.F.F.1' - 6"1' - 0"BOTTOM OF BEAM ELEV. 9' - 0" A.F.F. AGED ROPE WRAPS THE BEAM AND TAPERS UP TO KNOT HOLLOW VENEER BEAM; 1x CEDAR WITH MITERED CORNERS, STAIN: WD-1 BLACK ELECTRICAL CORDS AND SOCKET BASE. WRAP CORD 3 TO 4 TIMES AROUND BEAM. ELECTRICAL HARDWIRE CONNECTION INSIDE BEAM. VINTAGE EDISON LED BULBS (4) DIFFERENT STYLES; VARYING HEIGHT /CORDS FLEXIBLE CONDUIT POWER FEED PAINT P-4 CONCEALED BEHIND ROPE ELEVATION VIEW ALL THREAD CONCEALED BEHIND ROPE ATTACHED TO STRUCTURE ABOVE (PAINTED P-4) BLACK ELECTRICAL CORDS AND SOCKET BASE. METAL DOME PENDANTS w/ VINTAGE EDISON LED BULBS B.O. LIGHT 6'-6" 3"3"EQ EQ ALL THREAD ATTACHED TO STRUCTURE ABOVE PAINTED P-4; COORD. WITH DETAIL 3/A542 14 GAGE UNISTROT PAINTED P-4 8' - 0" METAL WIRE FRAME PENDANTS w/ VINTAGE EDISON LED BULBS PLATE COVERS PAINTED P-4 ANTIQUE BRASS CHAINS PER CEILING PLAN STEEL EYELET WITH CHAIN ATTACHED TO STRUCTURE ABOVE MENU BOARD GRAPHIC B.O. MENU 7' - 4" A.F.F. B.O. CEILING SEE RCP MENU BOARD FRAME SEE DETAIL STAIN: WD-1/5 A542 4' - 2"6"2" RECESSED BLACK GROMMET 5 A542 3' - 6"CENTER CANOPY ABOVE EX.WINDOWS COORD. WITH WINDOW R.O 2' - 0" O.C 2" OVERLAP2" OVERLAP 2'- 0" O.C CORRUGATED METAL1' - 0" T.O. WINDOW 12'-0" WINDOW CLEAT TO WALL 1' - 0"CEDAR ENDCAPS; STAIN: WD-1 WALL AS SCHEDULED EDGE OF FRAME ALIGNED w/ EDGE OF WINDOW JAMB STEEL FRAME BEYOND ELEVATIONSECTIONVARIESTO BOTTOM OF BEAMROLLED STEEL TUBE FRAME CORRUGATED METAL OPEN ACCESS BELOW 4" PANEL GRAPHIC4"FRONT BACK PLYWOOD BACKER CEDAR FRAME STAIN: WD-1 1" RECESS MASONITE PAINTED BLACK STEEL JOIST, PAINTED P-4 14 GAUGE UNI-STRUT PAINTED P-4 ATTACHED TO JOISTS - PROVIDE ADDITIONAL FRAMING AS REQ. ALL THREAD, PAINTED P-4-8" X 8" (X3)HOLLOW VENEER BEAM; 1X CEDAR W/ MITERED CORNERS STAIN WD-1 2" STEEL PIPE SLEEVE (PAINTED P-4) OVER ALL- THREAD, ATTACHED TO THE STRUCTURE ABOVE PLAN VIEW 2" STEEL PIPE SLEEVE PAINTED P-4 OVER ALL - THREAD, ATTACHED TO THE STRUCTURE ABOVE ELEVATION VIEW BOLT HEAD (PAINTED P-4) 8 ' -0 "PLAN VIEW ELEVATION VIEW 6' - 0"4' - 0"TS (ROLLED) 3/4" x3/4" EXPANDED STEEL MESH TS 4" x 2" (ROLLED) TS 4" x 2" (ROLLED) STEEL EYELIT W/CHAIN (X4) ATTACHED TO THE STRUCTURE ABOVE 6"6"6"1 3/8"3 1/4"1 3/8"1 3/8"3 1/4"1 3/8" FB 1/4 x 6 x 6 7/16" HOLES TS 6 x 6 x 1/4 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:10 PM R&R BBQ - MERIDIANINTERIOR DETAILSA5423680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1" = 1'-0"1 CEILING - DECORATIVE HANGING LIGHT BEAM DETAIL 1" = 1'-0"2 CEILING - DECORATIVE HANGING LIGHT DETAIL (NO BEAM) 1" = 1'-0"4 CEILING - HANGING MENU BOARD DETAIL 1 1/2" = 1'-0"6 CEILING - INT. CORRUGATED AWNING DETAIL 63" = 1'-0"5 MENU BOARD SECTION 3" = 1'-0"3 UNI-STRUT DETAIL 1/4" = 1'-0"8 CEILING - DECORATIVE CROSSED BEAM DETAIL 1/2" = 1'-0"7 CEILING - HANGING DECORATIVE STEEL DETAIL 3" = 1'-0"9 SMOKER RISER BLOCK num. description date SCHEDULED STEEL COUNTER & BACKSPLASH - SEE FINISH PLAN FLOOR LINE FACE OF WALL 4"2' - 4 1/2"1 1/2"SEE INTERIOR ELEVATIONS2' - 10"2' - 10" (2) LAYERS 3/4" OSB. STAGGER JOINTS TERMINATE AT FACE OF CABINET (ALL SIDES)6"1 1/2" SCHEDULED BASE HOLES @ 1 1/4" O.C VERT MELAMINE INTERIOR ADJUSTABLE MELAMINE SHELVES WHERE OCCURS WOOD CABINET (STAINLESS STEEL) W/ SS EDGE PULLS WOOD TOE KICK ALUM EDGE TRIM 8" x 8" CUTOUT IN BASE OF CABINET WITH SS COLLAR; WHERE OCCURS RETURN BASE AT FLOOR SINK ; WHERE OCCURS 1 P-LAM COUNTERTOP W/ SIDE AND BACKSPLASHES; CAULK ALL EDGES AT ADJACENT WALLS 1 1/2"2' - 8 1/2"2' - 10"FLOOR LINE SCHEDULED BASE 25" FACE OF WALL4"2X4 SUPPORTS PAINTED TO MATCH ADJACENT WALL COLOR SCHEDULED STEEL COUNTER OVER (2) LAYERS OSB SCHEDULED BASE FLOOR LINE HOLES @ 11/4" O.C. VERT SEE INTERIOR ELEVATIONS2' - 10"A551 10 ADJUSTABLE MELAMINE SHELF 6"WOOD TOE KICK CABINET WITH MELAMINE INTERIOR 16 1/2" WOOD STOPS CASH DRAWER WHERE OCCURS 2' - 7" 1" ALUM EDGE TRIM ELECTRICAL CHASE TYP. REMOVABLE PANELS TYP.5"1 DEPTH PER PLANWIDTH PER PLAN HEIGHT PER PLANEQ EQ 2"2" HARDWOOD EDGE AT PERIMETER 2"HSS 3x3x1/4" SUPPORT ANGLE 3 x 2 x 1/4" (LLV) AT EACH END 1 1/2" OAK TABLE TOP; CONTINUE DOWN SIDE TO FLOOR BELOW 16 GA. SS SHOE ( 5 - SIDES) 4 1/4"18"1' - 6"1' - 6"3' - 0"2"HSS 1 1/2" x 1 1/2" x 1/8" FRAME AT 60" O.C. 1x4 PLYWOOD VENEER SASH 3/4" OAK PLYWOOD VENEER 3" x 1/2" STEEL TABS WELDED TO EACH SIDE OF FRAME TO ATTACH WOOD BLACK VINYL CUSHION OVER 1x8 PLYWOOD VENEER TAB WELDED TO FRAME; BOLTED TO FLOOR PRE-DRILLED HOLES 1x4 PLYWOOD VENEER SASH AT EXPOSED SIDES ELECTRICAL OUTLET WHERE OCCURS COORDINATE W/ ELECTRICAL 2' - 2"2' - 2" 2' - 2"3' - 3"1"3"5"BENT 14 GA. STAINLESS STEEL ENCLOSURE, FRONT ELEV. 55 GALLON OPEN HEAD STEEL DRUM (4" DIA x 34.5" H FOR TRASH) TOP ELEV.SIDE ELEVATION 5"3"3' - 4"2' - 2"4' - 0"10"4' - 0"0 ' - 4 " EQ EQ EQEQ1 SLOPE 3/4" PER 1'-0" ALL 4 SIDES 8"X8" CUTOUT3/4" TYP.2' - 10"6"SCHEDULED STEEL BASE 1x6 WOOD PER FINISH PLAN 1/2" PLY WOOD PAINTED P - 4 SCHEDULED STEEL COUNTER OVER (2) LAYERS OSB 11 A551 5 1/2" TYP.1 1/2"BASE CABINET PER ELEVATIONS DECK MOUNTED FAUCET; COORD. WITH PLUMBING DRAWINGS SCHEDULED MIRROR 9"11"6"2' - 3"8"40" TO MIRRORCONCRETE TROUGH SINK 24"MAX.7"ADA CLEARANCE 2' - 10" MAX2' - 3" MIN2x BLOCKING FULL LENGTH AT BACK & SIDES OF SINK 4x4 STEEL ANGLE BOTH SIDES, HOLD BACK 2" FROM FACE OF FINISHED SINK EACH SIDE 1/2" TEMPERED GLASS W/ BEVELED TOP EDGE 1/2" x 14 GA. ROLLED STEEL VERTICAL TRACK EACH SIDE ALIGN GLASS WITH EMPLOYEE SIDE OF WALL BLACK CAULK SIDES & BASE OF GLASS MG-11 WD-1 MG-12 MG-12 MELAMINE INTERIORS SCHEDULED STEEL COUNTER & BACKSPLASH - SEE FINISH PLAN FLOOR LINE FACE OF WALL 6"2' - 2 1/2"1 1/2"SEE INTERIOR ELEVATIONS2' - 10"2' - 0" (2) LAYERS 3/4" OSB. STAGGER JOINTS TERMINATE AT FACE OF CABINET (ALL SIDES)6"1 1/2" SCHEDULED BASE MELAMINE CABINET WOOD TOE KICK 1/2" PLY WOOD PAINTED P-4 1x6 WOOD PER FINISH PLAN BASE CABINET PER ELEVATIONS SCHEDULED STEEL CORNER HSS 1 1/2" x 1 1/2" x 1/8" FRAME AT 60" O.C. NOTE: SEAT AND BACK PANELS NOT SHOWN FOR CLARITY 60" EQ EQ HSS 1 1/2" x 1 1/2" x 1/8" BRACE BETWEEN EACH FRAME STEEL TABS WELDED TO FRAME; ATTACH SEAT BOTTOM USING PREDRILLED HOLES FRONT BACK PER ELEVATIONSCHEDULED EPOXY BASE 1x6 WOOD PER FINISH PLAN 1/2" PLYWOOD PAINTED P - 4 RESINOUS FLOORING; RUN UP WALL 6" A.F.F.3/4" MIN RADIUS 3/4" CEMENT BOARD 3/4" PLYWOOD COVE STRIP (ZINC OR PLASTIC) CLEAR SILICONE SEALANT BOTH SIDES 1/4" TEMPERED GLAZING WHERE OCCURS 2X2 TUBE STEEL 1/2"1/8" BAR STOCK Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:25:36 PM R&R BBQ - MERIDIANMILLWORK DETAILSA5513680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1" = 1'-0"1 MILLWORK - BEVERAGE CUSTOMER COUNTER 1" = 1'-0"2 MILLWORK - OFFICE COUNTERTOP 1" = 1'-0"3 MILLWORK - CUSTOMER SERVICE COUNTER 1" = 1'-0"4 FURNITURE - WATERFALL TABLE 1" = 1'-0"8 FURNITURE - BENCH SECTION DETAIL 91" = 1'-0"5 FURNITURE - GARBAGE CAN & ENCLOSURE 3" = 1'-0"10 SECTION AT SERVICE FRONT COUNTER 121" = 1'-0"7 RESTROOM SINK DETAIL 1 1/2" = 1'-0"9 GLAZING AT QUEUE LINE. 1" = 1'-0"6 MILLWORK - SERVICE AREA BACK COUNTER 3" = 1'-0"11 MILLWORK- PLAN AT SERVICE FRONT COUNTER 1 1/2" = 1'-0"12 FURNITURE - BENCH PLAN DETAIL 93" = 1'-0"15 BASE DETAIL AT SERVING LINE 126" = 1'-0"14 SNEEZE GUARD PLAN VIEW 12num. description date 1 OWNER REVISIONS 02.28.20 1 WALL TYPE PER SCHEDULE DOOR AND FRAME AS SCHEDULED CONT. SEALANT AT BOTH SIDES ANCHORS, 3 PER JAMB 2" METAL STUD FRAMING SEE WALL TYPES HOLLOW METAL DOOR FRAME AS SCHEDULED 5/8" GYPSUM BOARD AT BOTH SIDES - PAINTED DOOR AS SCHEDULED CONT. SEALANT BOTH SIDES 2"EXISTING MOISTURE BARRIER FIBER CEMENT PANEL EXISTING METAL STUD EXISTING GYP. BOARD GRID EXISTING BATT INSULATION EXISTING PLYWOOD SHEATHING EXISTING STUCCO EXISTING PRECAST CONCRETE TRIM EXISTING FLASHING STOREFRONT AS SCHEDULED SHIM SPACE EXISTING METAL STUD EXISTING BATT INSULATION EXISTING PLYWOOD SHEATHING MOISTURE BARRIER EXISTING CONCRETE TRIM 5/8" GYP. BOARD EXISTING COUNTER FLASHING STOREFRONT SYSTEM AS SCHEDULED SEALANT AND BACKER ROD BOTH SIDES SHIM SPACE VAPOR BARRIER BLOCKER/ SPACER EXISTING STUCCO EXISTING SEALANT EXISTING STEEL HEADER JOIST STOREFRONT SYSTEM AS SCHEDULED SEALANT AND BACKER ROD BOTH SIDES SHIM SPACE EXISTING SLAB AND FOUNDATIONSLOPE A W A Y GLAZING AS SCHEDULED TYP. DOOR HEAD @ TRANSOM TYP. DOOR JAMB @ SIDELITE TYP. MULLION TYP. INSIDE CORNER MULLION TYP. OUTSIDE CORNER MULLIONSEE WINDOW TYPESWIDTH, VARIESALUMINUM STOREFRONT DOOR AND FRAME GLAZING AS SCHEDULED SEE WINDOW TYPES WIDTH, VARIES **GLAZING AS SCHEDULED GLAZING AS SCHEDULED GLAZING AS SCHED. (TYP) ALUMINUM STOREFRONT FRAME GLAZING AS SCHED. (TYP) ALUMINUM STOREFRONT FRAME ALUMINUM STOREFRONT DOOR AND FRAME GLAZING AS SCHED. (TYP) ALUMINUM STOREFRONT FRAME SEE WINDOW TYPES WIDTH, VARIES SEE WINDOW TYPESWIDTH, VARIESSEE WINDOW TYPES WIDTH, VARIES SEE WINDOW TYPESWIDTH, VARIESSEE WINDOW TYPES WIDTH, VARIES ** MULLION DEPTH TO BE 4" AT 2" WIDTH MULLIONS AND DEPTH TO BE 6" AT 2-1/2" WIDTH MULLIONS GLAZING SYSTEM AS SCHEDULED SHIM SPACE CONT. BACKER ROD AND SEALANT BOTH SIDES FLUID APPLIED MOISTURE BARRIER ALUM. TRANSOM BREAK METAL PANEL ASSEMBLY. COLOR AND FINISH TO MATCH STOREFRONT HEADER - SEE STRUCTURAL DRAWINGS CONT. L-ANGLE, COLOR TO MATCH STOREFRONT SEALANT GLAZING SYSTEM AS SCHEDULED SHIM SPACE CONT. BACKER ROD AND SEALANT BOTH SIDES Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:13 PM R&R BBQ - MERIDIANOPENING DETAILSA5613680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPnum. description date 3" = 1'-0"7 INT. DOOR JAMB @ PLYWOOD W/ GYP. 3" = 1'-0"6 INT. DOOR HEAD @ PLYWOOD W/ GYP. 3" = 1'-0"3 EXT. ALUM STOREFRONT JAMB 3" = 1'-0"2 ALUM. STOREFRONT HEAD AT EXT. WALL 3" = 1'-0"4 ALUM. STOREFRONT SILL DETAIL 3" = 1'-0"1 OP-O-SF08_TYPICAL INTERIOR ALUMINUM STOREFRONT DETAILS 3" = 1'-0"5 ALUM. STOREFRONT MULLION DETAIL Fire Resistance Ratings - ANSI/UL 263 Fire Resistance Ratings -ANSI/UL 263 Design No. U419 August 14, 2010 Nonbearing Wall Ratings -1, 2, 3 or 4 Hr (See Items 4 &5) 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. king legs, attached to floor and ceiling with fasteners 24 in. OC max. 1A. Floor and Ceiling Runners -Not shown -In lieu of Item 1 -For use with Item 2A, proprietary channel shaped, min. 3-5/8 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. OC max. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC -UltraSTEEL® DIETRICH INDUSTRIES INC -UltraSTEEL®. 1B. Framing Members* -Floor and Ceiling Runners -(Not shown -In lieu of Item 1) -For use with Item 2A, proprietary channel shaped, min. 2-1/2 in. deep, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling fasteners 24 in. OC. max. Effective thickness is 0.034 in. 8 4 4A 2 5 5 5 5 CLARKSWESTERN BUILDING SYSTEM INC -UltraSTEEL® DIETRICH INDUSTRIES INC -UltraSTEEL®. 1C. Framing Members* -Floor and Ceiling Runner -Not shown -In lieu of Item 1 -For use with Item 2C, proprietary channel shaped runners, 3-5/8 in. deep attached to floor and ceiling with fasteners 24 in. O.C. max. CALIFORNIA EXPANDED METAL PRODUCTS CO -ViperTrack™ CRACO MFG INC -SmartTrack™ MARIANO/WARE, DIV OF WARE INDUSTRIES INC -Viper25™ Track 1D. Framing Members* -Floor and Ceiling Runner -Not shown -In lieu of Item 1 -For use with Item 2D, proprietary channel shaped runners, 1-1/4 in. wide by 3-5/8 in. deep fabricated from min 0.020 in. thick Galv steel, attached to floor and ceiling with fasteners spaced 24 in. O.C. max. MARINO/WARE, DIV OF WARE INDUSTRIES INC -Viper20S™ Track, Viper20D™ Track 1E. Framing Members* -Floor and Ceiling Runners -(Not shown) -In lieu of item 1 - Channel shaped, attached to floor and ceiling with fasteners 24 in. O.C.. max. ALLSTEEL & GYPSUM PRODUCTS INC -Type SUPREME Framing System CONSOLIDATED FABRICATORS CORP, BUILDING PRODUCTS DIV -Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC -Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO -Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC -Type SUPREME Framing System UNITED METAL PRODUCTS INC -Type SUPREME Framing System 1F. Floor and Ceiling Runners -(Not shown) -For use with Item 2B -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. O.C.. max. 1G. Framing Members* -Floor and Ceiling Runners -(Not shown, As an alternate to Item 1) -For use with Item 2F and 5F or 5G only, channel shaped, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, attached to floor and ceiling with fasteners 24 in. O.C.. max. CLARKWESTERN BUILDING SYSTEM INC -CW ProTRAK DIETRICH INDUSTRIES INC -DIETRICH ProTRAK DMFCWBS L L C -ProTRACK TELLING INDUSTRIES L L C -TRUE-TRACK™ 1H.Framing Members* -Floor and Ceiling Runner -Not shown -In lieu of Item 1 -For use with Item 2G, 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. O.C. max. 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. O.C.. Studs to be cut 3/8 to 3/4 in. less than assembly height. 2A. Framing Members* -Steel Studs -Lieu of Item 2 -Proprietary channel shaped studs, min. depth as indicated under Item 5, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. O.C.. Studs to be cut 3/4 in. less than assembly height. Allowable use of studs is shown in the table below. For direct attachment of gypsum board only. Effective thickness is 0.034 in. CLARKWESTERN BUILDING SYSTEMS INC -UltraSTEEL® DIETRICH INDUSTRIES INC -UltraSTEEL®. 2B. Steel Studs (As an alternate to Item 2, For use with Items 5B & 5E) Channel shaped, fabricated from min 20 MSG corrosion-protected or Galv steel, 3-1/2 in. min depth, spaced a max of 16 in. O.C.. Studs friction-fit into floor and ceiling runners. Studs to be cut 5/8 to 3/4 in. less than assembly height. 2C. Framing Members* -Steel Studs -(As an alternate to Item 2, For use with Item 5C) - Proprietary channel shaped studs, 3-5/8 in. deep spaced a max of 24 in. O.C.. 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. CALIFORNIA EXPANDED METAL PRODUCTS CO -ViperStud ™ CRACO MFG INC -SmartStud™ MARINO/WARE. DIV OF WARE INDUSTRIES INC -Viper25™ 2D. Framing Members* -Steel Studs -In lieu of Item 2 -For Use with Item 1E-Channel shaped studs, min depth as indicated under Item 5, spaced a max of 24 in. O.C.. Studs to be cut 3/4 in. less than assembly height. ALLSTEEL & GYPSUM PRODUCTS INC -Type SUPREME Framing System CONSOLIDATED FABRICATIONS CORP, BUILDING PRODUCTS DIV -Type SUPREME Framing System QUAIL RUN BUILDING MATERIALS INC -Type SUPREME Framing System SCAFCO STEEL STUD MANUFACTURING CO -Type SUPREME Framing System STEEL CONSTRUCTION SYSTEMS INC -Type SUPREME Framing System UNITED METAL PRODUCTS INC -Type SUPREME Framing System 2F. Framing Members* -Steel Studs -(Not shown, As an alternate to Item 2) -For use with Item 1G and 5F or 5G only, channel shaped studs, min depth as indicated under Item 5F, fabricated from min. 0.015 in. (min bare metal thickness) galvanized steel, spaced a max of 24 in. O.C.. Studs to be cut 3/4 in. less than assembly height. CLARKWESTERN BUILDING SYSTEMS INC -CW ProSTUD DIETRICH INDUSTRIES INC -DIETRICH ProSTUD DMFCWBS L L C -ProSTUD TELLING INDUSTRIES L L C -TRU-STUD™ 2G.Framing Members* -Metal Studs -Not shown -In lieu of Item 2 -For use with Item 1H, 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 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. O.C.. in the perimeter and 12 in. O.C.. in the field. When used, 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 BZJZ) Categories for names of Classified companies. 4A. Batts and Blankets*-(Optional) -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 BZJZ) Categories for names of Classified companies. 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. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Rating Hr Min Stud Depth, in. Items 2, 2D, 2E, and 2G Min Stud Depth in. Item 2A 1 1 3-1/2 Optional Fire Resistance Ratings -ANSI/UL 263 Min Thkns of Insulatio n (Item 4) No. of Layers & Thkns of Panel 3-5/8 1 layer, 5/8 in. thick 2-1/2 3-5/8 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 3-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2-1/2 2 layer, 1/2 in. thick Optional 2 1-5/8 2-1/2 2 layer, 5/8 in. thick Optional 2 3-1/2 3-5/8 1 layer, 3/4 in. thick 3 in. 3 1-5/8 2-1/2 3 layers, 1/2 in. thick Optional 3 1-5/8 2-1/2 2 layers, 3/4 in. thick Optional 3 1-5/8 2-1/2 3 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 5/8 in. thick Optional 4 1-5/8 2-1/2 4 layers, 1/2 in. thick Optional 4 2-1/2 2-1/2 2 layers, 3/4 in. thick 2 in. CANADIAN GYPSUM COMPANY -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, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO -1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4in thick Types IP-X3 or 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 Member*, 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. CANADIAN GYPSUM COMPANY -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 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 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. 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 2C) 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 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. CANADIAN GYPSUM COMPANY -Type SCX. UNITED STATES GYPSUM CO -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. UNITED STATES GYPSUM CO -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 2B, 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 1G and 2F 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. UNITED STATES GYPSUM CO -5/8 in. thick Type SCX. 5G. Gypsum Board*-(As an alternate to Item 5) -For use with Items 1G and 2F 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 to 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: Rating Hr Min Stud Depth, in. Item 2F 2 2 1-5/8 Fire Resistance Ratings -ANSI/UL 263 Min Thkns of Insulation (Item 4) 1-5/8 3 1-5/8 3 1-5/8 4 1-5/8 4 3-1/2 2 layers, 1/2 in. thick No. of Layers & Thickness of Panel Optional 2 layers, 5/8 in. thick Optional 3 layers, 1/2 in. thick Optional 3 layers, 5/8 in. thick Optional 4 layers, 1/2 in. thick 4 layers, 5/8 in. thick Optional Optional CANADIAN GYPSUM COMPANY -1/2 in. thick Type C, IP-X2, IPC-AR or ; 5/8 in. thick Type SCX, SHX, IP-X1, AR, C, ,FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO -1/2 in. thick Type C, IP-X2, IPC-AR or; 5/8 in. thick Type SCX, SHX, IP-X1, AR, C, , FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE 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. 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 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. 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. 6A. Fasteners -(Not shown) -For use with Item 2A -Type S or S-12 steel screws used to attach panels to studs Item 2A). 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 8-1/2 in. OC with additional screws 21 in. and 2-1/2 in. from edges of the board when panels are horizontally. or 8 in. OC along vertical and bottom edges and 12. OC in the field when panels are applied vertically. Two layer systems applied vertically: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. Two layer systems applied horizontally: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 starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board. 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 starting 8 in. from each edge of the board with an additional screw placed 1-1/4 in. from each edge of the board 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 or 2-5/8 in. long for 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 - 2/14 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. For all layers, an additional screws shall be placed 1-1/4 in. from each edge of the board. 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. For all layers, an additional screw shall be placed 1-1/4 in. from each edge of the board. 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 and 5E. 7A. 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. 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 and 5E. b. Steel Framing Members*-Used to attach furring channels (Item 7Aa) to studs (Item 2). Clips spaced max. 48 in. OC. RSIC-1 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 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. PAC INTERNATIONAL INC -Type Isomax 7C. Framing Members* -Optional -Not Shown -Used as an alternate method to attach resilient channels (Item 7). Clips attached at each intersection of the resilient channel and the steel studs (Item 2). Resilient channels are friction fitted into clips, and then clips are secured to the steel stud with min. 1 in. long Type S-12 steel screws through the center hole of the clip and the resilient channel flange. KEENE BUILDING PRODUCTS CO INC -Type RC Assurance. 7D. 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 and 5E. b. Steel Framing Members*-Used to attach furring channels (Item 7Aa) 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 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. 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". 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 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 fiction 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. *Bearing the UL Classification Mark Last Updated on 2010-08-14 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:14 PM R&R BBQ - MERIDIANUL RATINGS AND DIAGRAMSA6013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPnum. description date B C P M PARTITION EXTENDS TO BOTTOM OF CEILING PARTITION EXTENDS TO A MINIMUM OF 6" ABOVE CEILING PARTIAL HEIGHT WALL MULTI-CONDITION TERMINATION, SEE DETAILS TOP OF WALL CONDITION a f PROVIDE SOUND ATTENUATION BATS TO FILL STUD CAVITY PROVIDE FIRE BLOCKING AT A MAXIMUM OF 8'-0" ON BOTH DIRECTIONS PARTITION MODIFIER X#m PARTITION TYPE (SEE DETAILS) STUD WIDTH (SEE CHART BELOW) TOP OF WALL CONDITION (SEE CHART BELOW) # 1 2 3 6 8 10 12 METAL STUD WIDTH 1 5/8" 2 1/2" 3 5/8" 6" 8" 10" 12" WOOD STUD WIDTH 3 1/2" 5 1/2" 7 1/4" PARTITION MODIFIER (SEE CHART BELOW) abc STUD WIDTH WALL TAG LEGEND ALL WALL ASSEMBLIES EXTEND TO DECK UNLESS NOTED OTHERWISE SEE DETAILS ON SHEET A612 PARTITION GENERAL NOTES 1. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION OR A COMBINATION OF BOTH DESIGNATIONS. 2. ALL WALLS NOT DESIGNATED WITH A GRAPHIC OR TAG TO BE TYPE 'A'. IF UNCLEAR CONTACT ARCHITECT. 3. SOUND TRANSMISSION CLASS (STC) IS A RATING SYSTEM THAT DESCRIBES THE ABILITY OF AN ASSEMBLY TO REDUCE THE TRANSMISSION OF SOUND. STC RATINGS LISTED ARE BASED ON LABORATORY TESTING AND ARE NOT INDICATIVE OF RESULTS IN FIELD. 4. SEE SPECIFICATIONS FOR SOUND ATTENUATION BATTS (SAB) REQUIREMENTS. WHERE SAB ARE INDICATED, THEY SHALL EXTEND CONTINUOUSLY FROM FLOOR TO STRUCTURE ABOVE. 5. PARTITIONS ARE INDICATED WITH CONVENTIONAL GYPSUM WALLBOARD U.N.O.; UPGRADE TO PREMIUM TYPES OF WALLBOARD (I.E., MOISTURE-RESISTANT, TILE-BACKER BOARD, ACOUSTICALLY ENHANCED, ETC.) BASED ON THEIR LOCATION AND ACCORDI NG TO REQUIREMENTS LISTED IN THE SPECIFICATIONS. 6. SEALANTS INDICATED MAY BE FOR FIRE RATING, SMOKE RATING, AIR PRESSURE CONTAINMENT, ACOUSTIC RATING, VERMIN CONTROL, MOVEMENT (CRACK) CONTROL AND/OR BIOLOGICAL CONTAINMENT. SEALANT JOINTS ARE TO BE SIZED FOR EXPECTED MOVEMENT OF JOINT WITH EXPANSION/CONTRACTION CAPACI TY OF SEALANT MATERIAL TO MAINTAIN THE INTEGRITY OF THE SEAL FOR THESE APPLICABLE PARAMETERS - SEE SPECIFICATIONS. 7. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. 8. ALL DIMENSIONS ARE TO COLUMN CENTERLINES OR TO FACE OF FRAMING, U.N.O. CLEAR DIMENSIONS INDICATE DIMENSION BETWEEN FINISHES. 9. FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO CONTINUE THROUGH ALL OPENINGS IN RATED PARTITIONS. 10. SMOKE RESISTANT, FIRE RESISTANT, AND FIRE RESISTANT SMOKE BARRIER PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS. 11. REFER TO THE TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. 12. PARTITIONS REQUIRED TO BE SMOKE RESISTANT, FIRE RESISTANT, OR BOTH FIRE AND SMOKE RESISTANT ARE SHOWN GRAPHICALLY ON PLANS WITH HATCH PATTERNS. 13. THE TYPICAL PARTITION TAG SYMBOL DESIGNATION HAS THREE CHARACTERS. THE FIRST CHARACTER IS A LETTER INDICATING THE PARTITION TYPE, THE SECOND CHARACTER IS A NUMERIC INDICATION OF THE STUD WIDTH. IN SOME INSTANCES, ADDITIONAL CHARACTERS OR "MODIFIER" MAY BE ADDED TO THE END TO INDICATE ADDITIONAL CHARACTERISTICS WITHIN THE WALL. REFER TO CHART BELOW FOR MODIFIER DEFINITIONS. IF NO PARTITION TAG OR NUMERIC SECOND CHARACTER EXISTS, THE STUD SIZE WILL BE 3 5/8" FOR METAL STUD CONSTRUCTION AN 2X4 FOR WOOD CONSTRUCTION TYPICAL, U.N.O. 14. ALL PARTITIONS EXTEND TO DECK UNLESS NOTED OTHERWISE. EXISTING LINE OF STRUCTURE EXISTING R13 BATT INSULATION METAL STUDS EXISTING 5/8" GYP. BD. REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS EXISTING VAPOR BARRIER EXISTING LINE OF STRUCTURE 3 5/8" METAL STUDS AT 16" O.C. REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS METAL RUNNER 1/2" PLYWOOD BOTH SIDES EXISTING LINE OF STRUCTURE EXISTING R13 BATT INSULATION EXISTING METAL STUDS REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS REMOVE EXISTING GYP. BD. AND REPLACE WITH 1/2" PLYWOOD OR TILE BACKER BOARD AT BRICK VENEER EXISTING VAPOR BARRIER EXISTING LINE OF STRUCTURE EXISTING METAL STUDS REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS REMOVE EXISTING GYP. BD. AND REPLACE WITH 1/2" PLYWOOD EXISTING LINE OF STRUCTURE 5/8" GYP. BD. REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS 6"METAL STUDS AT 16" O.C. METAL RUNNER 1/2" PLYWOOD AT KITCHEN PREP SPACE 7" PARTITION WIDTH EXISTING LINE OF STRUCTURE REF TOP OF WALL CONDITION FOR CONTINUATION AND DETAILS EXISTING WALL REMOVE EXISTING GYP BD AND REPLACE WITH TILE BACKER BOARD TO HEIGHT OF NEW TILE Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:15 PM R&R BBQ - MERIDIANSTANDARD PARTITION TYPESA6113680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPFIRE RATING LEGEND 1 HR FIRE BARRIER NON RATED num. description date 3" = 1'-0"C6 PARTITION TYPE C6 WA-BDG-033" = 1'-0"Q3 PARTITION TYPE Q3 WA-BDG-153" = 1'-0"R3 PARTITION TYPE R3 WA-BDG-153" = 1'-0"R5 PARTITION TYPE R3 WA-BDG-153" = 1'-0"S6 PARTITION TYPE S6 WA-BDG-113" = 1'-0"T4 PARTITION TYPE T4 WA-BDG-11 SLOTTED DEEP LEG DEFLECTION TRACK SLIP CONNECTION VERTICAL STUD ISOMETRIC VIEW OF SLOTTED TOP TRACK GENERAL NOTES 1. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF INTEGRITY OF SOUND, SMOKE AND FIRE WALLS. 2. DESIGN INTENT DETAILS ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR HEAD-OF-WALL DESIGNS AND COMPONENTS AS APPROPRIATE FOR CONDITIONS. 3. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED ON A PROJECT. COMPLY WITH MANU FACTURER AND UL APPROVED METHODS FOR A TYPICAL CONDITIONS. 4. SECURE TOP OF INTERIOR PARTITIONS TO SUPERSTRUCTURE IN A WAY THAT PROVIDES LATERAL STABILITY (PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A MINIMUM OF 3/4" OF VERTICAL DEFLECTION OF THE SUPERSTRUCTURE. 5. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS OR SIMILAR SPACER TO ACCOMMODATE THICKNESS OF SPRAY-APPLIED FIRE-RESISTIVE MATERIALS (SFRM). 6. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, I S THE BASIS FOR DESIGN AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES. OPTIONAL MANUFACTURERS MAY PROVIDE SIMILAR, PROPRIETARY METHODS IN ACCORDANCE WITH THE PROVISIONS OF SPECIFICATION. 7. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT MI D-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE VERTICALLY AS SUPERSTRUCTURE DEFLECTS. 8. DO NOT SCREW GYPSUM WALLBOARD TO TOP TRACK OR SU PERSTRUCTURE. GWB SCREWS INTO THE STUDS MUST BE AT LEAST 1" BELOW THE BOTTOM OF THE TOP TRACK. 9. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TY PES. 10. AT FIRE -RATED WALLS REFER TO JOINT FIRESTOPPING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS. 11. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED. 12. FIRESTOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE EXPOSED CLEAN SEALANT (TO CONCEAL FI RESTOPPING) AT FOOD SERVICE, FDA INSPECTED PRODUCTION FACILITIES, VIVARIA, BIOLOGICAL CONTAINMENT AND CLEAN ROOM APPLICATIONS. 13. WHERE A WALL IS DESIGNATED AS BOTH A SOUND-CONTROL WALL AND A FIRE-RATED WALL, REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS. 14. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS WITH SOUND ATTENUATION BATTS (SAB). 15. SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB, AND SOUND-CONTROL WALLS REQUIRE GWB ON BOTH SIDES, BE CUT TO FOLLOW UNDULATING SURFACES OF THE SUPERSTRUCTURE INCLUDING, BUT NOT LIMITED TO, FLUTES IN METAL DECKING. PROVIDE A CONTINUOUS BEAD OF SEALANT (AS SPECIFIED) TO SUPERSTRUCTURE. 2"x16 GA STRAPS AT 16" O.C. 20 GA Z-BARS TO ACCOMMODATE SFRM THICKNESS DESIGN BASIS: UL-HW- D-0044 CONCRETE SLAB MTL STUDS DESIGN BASIS: UL-HW- D-0043 METAL DECK (PERPENDICULAR TO FLUTES) DESIGN BASIS: UL-HW- D-0264 METAL DECK (PARALLEL TO FLUTES) DESIGN BASIS: UL-HW- D-0252 STEEL BEAM5/8" MIN1 1/2"2"1 OR 2 LAYERS OF 5/8" GWB, REFER PARTITION TYPE SLOTTED TOP TRACK MINERAL WOOL FIRE STOP JOINT SPRAY MINERAL WOOL FORMING MATERIAL MTL STUDS 1 OR 2 LAYERS OF 5/8" GWB, REFER PARTITION TYPE SLOTTED TOP TRACK FIRE STOP JOINT SPRAY SPRAY -APPLIED FIRE-RESISTIVE MATERIAL (SFRM) MINERAL WOOL FORMING MATERIAL1/2" MIN1 1/2"1/2" MIN1 1/2"1/2" MIN1 1/2"1/2" MIN1 1/2"2"x20 GA STRAPS AT 16" O.C. 20 GA Z-BARS TO ACCOMMODATE SFRM THICKNESS SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (SFRM) CONCRETE SLAB MTL STUDS METAL DECK (PERPENDICULAR TO FLUTES) METAL DECK (PARALLEL TO FLUTES) MTL STUDS STEEL BEAM 1"1" SLOTTED TOP TRACK 1"1"1"1"GWB SOUND AND SMOKE CLOSURE STRIP, SECURED TO STRUCTURE, PROVIDE ON BOTH SIDES AT SOUND WALLS 2"x20 GA STRAPS AT 16" O.C. 20 GA Z-BARS TO ACCOMMODATE SFRM THICKNESS SPRAY-APPLIED FIRE-RESISTIVE MATERIAL (SFRM) CONCRETE SLAB MTL STUDS METAL DECK (PERPENDICULAR TO FLUTES) METAL DECK (PARALLEL TO FLUTES) STEEL BEAM MIN. OF ONE LAYER OF GWB CUT TO FOLLOW PROFILE OF DECKING AT SMOKE PARTITION, BOTH AT SOUND WALLS FILL FLUTE VOID W/ SAB 1"1" 5/8" GYP. BD. SEALANT BOTH SIDES MTL STUDS SLOTTED TOP TRACK 5/8" GYP. BD. SEALANT, BOTH SIDES. REF SPECS FOR TYPE 2 POWDER ACTUATED FASTENERS 0.157 x 1" CUT TOP COURSE AS REQUIRED STEEL ANGLES 5"x3"x12" (12 GA.) AT 24" O.C. SECTION STAGGERED AT 24" O.C. ELEVATION DESIGN BASIS: UL-HW- D-1079 REFER TO UL LISTING FOR COMPLETE ASSEMBLY REQUIREMENTS CMU4"1/2" MIN1/2" MIN4"FIRE STOP JOINT SPRAY MINERAL WOOL FORMING MATERIAL 2 POWDER ACTUATED FASTENERS 0.157 x 1" CUT TOP COURSE AS REQUIRED STEEL ANGLES 5"x3"x12" (12 GA.) AT 24" O.C. FIRE STOP SPRAY SECTION STAGGERED AT 24" O.C. ELEVATION DESIGN BASIS: UL-HW- D-0300 REFER TO UL LISTING FOR COMPLETE ASSEMBLY REQUIREMENTS CMU 1/2" MIN2"STEEL BEAM AS SCHEDULED 2 3/4"1/2" MIN2"MAX1"MINERAL WOOL FORMING MATERIAL 2 POWDER ACTUATED FASTENERS 0.157 x 1" CUT TOP COURSE AS REQUIRED STEEL ANGLES 5"x3"x12" (12 GA.) AT 24" O.C. SECTION STAGGERED AT 24" O.C. ELEVATION DESIGN BASIS: UL-HW- D-1080 REFER TO UL LISTING FOR COMPLETE ASSEMBLY REQUIREMENTS CMU 1/2" MIN4"FIRE STOP JOINT SPRAY MINERAL WOOL FORMING MATERIAL 1"1 1/2"1 1/2"6"PARALLEL 6"1 1/2"1"1 1/2"PERPENDICULAR FLOOR/CEILING, ROOF/CEILING ASSEMBLY FLOOR/CEILING, ROOF/CEILING ASSEMBLY SOUND ATTENUATION BLANKET FIRE STOPPING, BOTH SIDES - MATCH WALL RATING FIRE STOP TRACK INTERIOR GYPSUM WALL BOARD,5/8" TYPE 'X' - AT 2 HR ASSEMBLIES, USE (2) LAYERS WALL AS SCHEDULED FIRE STOPPING ALL AROUND PENETRATIONS LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED BRACING PER DETAIL /13 A613 LINE OF STRUCTURE PER WALL TYPE 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED 6" MIN.SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS BRACING PER DETAIL /13 A613 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS 5/8" GYP. BD. CEILING AS SCHEDULED 6" MIN.PER WALL TYPE A612 6 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED SEE DETAILS & FOR FIRE RATED WALL CONDITIONS /8 A612 /9 A612 A612 7 LINE OF STRUCTURE SOUND ATTENUATION BATTS (SAB), WHERE OCCURS METAL STUDS PER WALL TYPE SEALANT, BOTH SIDES 5/8" GYP. BD. EACH SIDE CEILING AS SCHEDULED 6" MIN.SIMA612 7 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:17 PM R&R BBQ - MERIDIANPARTITION HEAD DETAILSA6123680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPNOT TO SCALE10HEAD-OF-WALL DETAILS - GENERAL REQUIREMENTS FOR STUD WALLS WA-M-113" = 1'-0"8 HEAD-OF-WALL DETAILS - STUD WALLS - FIRE RATED WALLS FP-M-063" = 1'-0"6 HEAD-OF-WALL DETAILS - STUD WALLS - NON-FIRE, NON-SMOKE, NON-SOUND CONTROL WALLS WA-M-123" = 1'-0"7 HEAD-OF-WALL DETAILS - STUD WALLS - SMOKE PARTITIONS AND SOUND CONTROL WALLS WA-M-13NOT TO SCALE13HEAD-OF-WALL DETAILS - CMU AT CONCRETE FLOOR OR ROOF SLAB WA-B-01NOT TO SCALE11HEAD-OF-WALL DETAILS - CMU AT METAL DECK AND STEEL STRUCTURE WA-B-03NOT TO SCALE12HEAD-OF-WALL DETAILS - CMU AT METAL DECK WA-B-023" = 1'-0"9 HEAD-OF-WALL DETAILS - STUD WALLS - FIRE RATED WALLS (ALTERNATE)FP-M-073" = 1'-0"1 TOP OF WALL CONDITION - TYPE 'B' (NON-RATED)WA-M-143" = 1'-0"2 TOP OF WALL CONDITION - TYPE 'C1' (NON-RATED)WA-M-153" = 1'-0"3 TOP OF WALL CONDITION - TYPE 'C2' (NON-RATED)WA-M-163" = 1'-0"4 TOP OF WALL CONDITION - TYPE 'D' (NON-RATED)WA-M-173" = 1'-0"5 TOP OF WALL CONDITION - TYPE 'M' (NON-RATED)WA-M-18num. description date 3 LAYERS OF 5/8" GWB AT HORIZONTAL PLANE MECHANICAL DUCTWORK LINE OF STRUCTURE ABOVE REFER RCP MAX. SPAN 11'-8" W/ 20 GA STUDS MAX. SPAN 8'-11" W/ 25 GA STUDS 5" MINREF MECHANICALRATING INFORMATION: FIRE RATING - 2 HOUR TEST: PEI AER-09038 WHI-495-PSH 0154/0167 3 LAYERS OF 5/8" GWB AT HORIZONTAL PLANE MECHANICAL DUCTWORK LINE OF STRUCTURE ABOVE 5" MIN48" MAX HEIGHTREF RCP MAX. SPAN 11'-8" W/ 20 GA STUDS MAX. SPAN 8'-11" W/ 25 GA STUDS RATING INFORMATION: FIRE RATING - 2 HOUR TEST: PEI AER-09038 WHI-495-PSH 0154/0167 3 LAYERS OF 5/8" GWB AT HORIZONTAL PLANE MECHANICA L DUCTWORK LINE OF STRUCTURE REF PLAN REF MECHANICAL5" MINRATING INFORMATION: FIRE RATING - 2 HOUR TEST: U.L. Design No. 411 PEI AER-09038 WHI-495-PSH 0154/0167 TS3"x3"x3/16" AT 6'-0" O.C. SECTION STOP STUD RUNNER AT BASE PLATES 3/16" LINE OF STRUCTURE INFILL W/ 6" MTL STUDS, NON- LOAD BEARING OVER 3'-6" (42")3/8" STL BASE PLATE W/ 4 - 1/2" DIA HILTI HY150 EPOXY ANCHORS W/ 2 1/8" EMBED INTO CONCRETE PLAN1 1/2"1 1/2"1 1/2"1 1/2"3 1/2" 6" 18 GA MTL STUD RUNNER, STOP RUNNER AT BASE PLATES 6" 18 GA MTL STUD RUNNER 7 1/4" 3/8" STL BASE PLATE W/ 4 - 1/2" DIA HILTI HY150 EPOXY ANCHORS W/ 2 1/8" EMBED INTO CONCRETE 1 1/2"3 1/2"1 1/2" GWB CAP TS3"x3"x3/16" AT 6'-0" O.C. SEALANT, BOTH SIDES. REF SPECS FOR TYPE 5/8" GWB EACH SIDE 25 GA MIN MTL TRACK CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS 1" X 20 GA MTL STRAP AT 3'-6" O.C., EACH SIDE 25 GA MIN MTL TRACK AT FLOOR DOUBLE 20 GA MTL STUDS AT BOTH JAMBS DOUBLE 20 GA 3 5/8" OR 6" MTL STUDS 25 GA MIN MTL TRACK 25 GA MIN MTL TRACK CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS 1" X 20 GA MTL STRAP PLATES AT 3'-6" O.C. EA SIDE 25 GA MIN MTL TRACK AT FLOOR DOUBLE 20 GA MTL STUDS 25 GA MIN MTL SILL TRACK BELOW CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS TYPE A CONT16 GA 6" WIDE MTL BACKING PLATE MOUNTING HEIGHTSREF TYPICALTYPE B 20 GA MTL RUNNER TRACK - CLIP FLANGES TO FIT OVER STUDS 6" MIN, DEEPER IF REQUIRED MOUNTING HEIGHTSREF TYPICALTYPE CMOUNTING HEIGHTSREF TYPICAL8" MIN, DEEPER IF REQUIRED MIN 20 GA MTL STUDS FACING OPPOSITE DIRECTIONS TO ALLOW MOUNTING PLATE ATTACHMENT 14 GA STL RUNNER TRACK-CLIP FLANGES AND FOLD WEB TO FORM ATTACHMENT FLANGE 25 GA MIN MTL TRACK CLIP ANGLE - 20 GA X 1 1/2" X 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS FINISHED FLOOR LINE OF CEILING AS SCHEDULED ADDITIONAL LAYER OF GWB AT HORIZONTAL IF WALL IS 2 HR RATED MECHANICAL DUCTWORK OR OTHER OBSTRUCTION LINE OF STRUCTURE ABOVE 48" MAX HEIGHTADDITIONAL LAYER OF GWB ON BOTH SIDES IF WALL IS 2 HR RATED J-RUNNERS ADDITIONAL LAYER OF GWB IF WALL IS 2 HR RATED J-RUNNER W/ 25 GA STUDS MAX SPAN OF 8'-11"RATING INFORMATION: FIRE RATING - 2 HOUR TEST: U.L. Design No. 411 PEI AER-09038 WHI-495-PSH 0154/0167 3 5/8" MTL STUDS, BRACING AT 48" O.C, MAX 2" X 2" X 22 GA CONT MTL ANGLE 1" SHAFT WALL LINER PROVIDE DIAGONAL BRACING (AT 45° TYP) OF TOP TRACK AT 48" O.C. MAX BETWEEN FULL HEIGHT STUDS DOOR OPENING DOOR OPENING DOUBLE DOOR OPENING BELOW CEILING OPENING LARGE BELOW CEILING OPENING ABOVE CEILING OPENING LARGE ABOVE CEILING OPENING MOUNTING DETAIL TYPE B DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS DOUBLE STUDS 4' - 6" MAX 8' - 6" MAX 4' - 6" MAX 8' - 6" MAX ALL STUDS ARE TO BE 20 GAUGE IF GREATER THAN 8' - 6" 8' - 6" MAX 8' - 6" MAX 4' - 6" MAX 25 GA MIN BOTTOM TRACK (TYP) FLOOR LINE 20 GA MTL TOP TRACK (TYP UNO) CEILING LINE UNDERSIDE OF SLAB, FLOOR OR ROOF DECK 2" WIDE 20 GA METAL STRAP OPENING ABOVE CEILING WHICH INTERRUPTS LOWER OPENING JAMB STUDS STONE VENEER WALLS 16 GA MIN STUDS AT NOTE TO USER: STONE SHOULD NOT BE ATTACHED DIRECTLY TO SHAFT WALLS. PROVIDE ADDITIONAL FURRING FOR STONE BACK-UP. WHERE STONE EXCEEDS 10'-0" IN HEIGHT, OR IF STONE IS GRAVITY SUPPORTED BY THE STUDS, THEY SHOULD BE ENGINEERED. 20 GA MIN STUDS AT WALL MOUNTED ARCHITECTURAL CABINETS/MILLWORK/ ATTACHED SHELVING DOOR OPENING NOTES: 1. ALL STUDS ARE SPACED 16" O.C. MAXIMUM. 2. ALL STUDS SHALL BE "C" STUDS WITH 1/4" RETURN FLANGE MINIMUM. 3. INDICATES SHELVING OR CABINETRY 4. INDICATES STONE 5. DOUBLE STUDS AT SIDES OF OPENING SHALL NOT BE CUT FOR DUCTWORK OR ANY OTHER MECHANICAL SYSTEMS. 6. REFER TO A-621/06 FOR MOUNTING TYPE DETAILS. 7. PROVIDE PARTITION BRACING AT ALL ASSEMBLIES OVER 15'-0" IN HEIGHT, U.N.O. 8. ALL DETAIL REFERENCES ON THIS DRAWING REFER TO DETAILS ON THIS SHEET. FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. 5/8" GWB ON EACH SIDE OF 3 5/8" MTL STUD FRAMING AT PENETRATION IN 1-HR FIRE RATED WALL RATED PARTITION AS SCHEDULED FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. 2 LAYERS OF 5/8" GWB ON EACH SIDE OF 3 5/8" MTL STUD FRAMING AT PENETRATION IN 2-HR FIRE RATED WALL PARTITION AS SCHEDULED FRAMING AT PENETRATION IN NON-RATED WALL FRAMING AT PENETRATION IN NON-RATED CHASE FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. 5/8" GWB ON 3 5/8" MTL STUD PARTITION AS SCHEDULED FRAMING AT PENETRATION IN NON-RATED WALL FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. PARTITION AS SCHEDULED (6" STUD) FIRE EXTINGUISHER OR VALVE CABINET. VERIFY DIMENSIONS WITH MFR. PARTITION AS SCHEDULED PARTITION AS SCHEDULED SOUND ATTENUATION BLANKET COMPRESSED TO FILL OPENING AT SOUND RATED PARTITION L-BEAD SEALANT BOTH SIDE, REF SPECS FOR TYPE CONTROL JOINT GWB SUSPENDED CEILING SYSTEM PARTITION AS SCHEDULED CONTROL JOINT, BOTH SIDES CONTROL JOINT IN GWB PARTITION 1/2" MAX 1HR FIRE RATED WHI-647-3024 MAX 24'-0” PARTITION AS SCHEDULED CONTROL JOINT, BOTH SIDES CONTROL JOINT IN 1 HR FIRE RATED PARTITION 1/2" MAX MAX 24'-0” 1 1/2" 2 LAYERS OF 5/8" GWB 2HR FIRE RATED WHI-651-0318.1 PARTITION AS SCHEDULED CONTROL JOINT, BOTH SIDES CONTROL JOINT IN 2 HR FIRE RATED PARTITION 1/2" MAX MAX 24'-0” 1 1/2" 2 LAYERS OF 5/8" GWB MAX 24'-0” MAX 24'-0” CONTROL JOINT AT PARTITION INTERSECTION OR CHANGE IN CONSTRUCTION 1/2" MAX CONCRETE, MASONRY OR STEEL CHANGE IN CONSTRUCTION ADDITIONAL NOTES: 1. BUILDING CODE REQUIRES THAT "SMOKE PARTITIONS" BE SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "LIMIT THE PASSAGE OF SMOKE". 2. CONDITIONS INDICATED TO SHOW DESIGN INTENT, AND NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR UL-APPROVED CONTROL JOINTS DESIGNS THAT ARE APPROPRIATE FOR THE SPECIFIC CONDITION. JOINTS TO BE SIZED TO ACCOMMODATE MOVEMENT CAPABILITIES OF FIRESTOP ASSEMBLY. PARTITION AS SCHEDULED LC-BEAD SEALANT, REF SPECS FOR TYPE CONTROL JOINT IN PARTITION AT NON-EXPOSED EDGE CHANGE IN CONSTRUCTION1/2" MAX CONTROL JOINT IN GYPSUM BOARD CEILING MAX 24'-0” MAX 24'-0” 1/2" MAX EXTERIOR SHEATHING SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE RATED PARTITION AS INDICATED ON PLAN, EXTEND GWB TO INTERIOR FACE OF EXTERIOR SHEATHING INTERSECTION AT RATED PARTITION AND EXTERIOR WALL CONCRETE WALL OR COLUMN SEALANT FURRING PARTITION AS INDICATED ON PLAN RATED PARTITION AS INDICATED ON PLAN INTERSECTION OF RATED PARTITION AND CONCRETE INTERSECTION AT RATED PARTITION AND CONCRETE LOWER PRIORITY PARTITION HIGHER PRIORITY PARTITION INTERSECTION OF CROSS CORRIDOR DOOR IN RATED PARTITION MIN3"CONCRETE WALL OR COLUMN SEALANT FURRING PARTITION AS INDICATED ON PLAN RATED PARTITION AS INDICATED ON PLANMIN3"2 5/8" SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE *REF FRAMING DETAILS FOR TRACK AND STUD NOTES WALL PRIORITY NOTES: 1. WHERE WALLS OF DIFFERENT FUNCTIONS/ RATINGS INTERSECT: WALLS OF HIGHER PRIORITY SHALL BE CONTINUOUS. 2. LOWER PRIORITY WALLS SHALL "ABUT" AND BE "SEALED TO" HIGHER PRIORITY WALLS, BUT SHALL NOT INTERRUPT CONTINUITY OF THE HIGHER PRIORITY WALL. 2"2" PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS 2"2" 2"PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS 2"SECOND LAYER OF GWB WHERE INDICATED BY PARTITION TYPE INTERSECTION AT VARIOUS WALL PRIORITY CONFIGURATIONS LOWER PRIORITY PARTITION HIGHER PRIORITY PARTITION (MAINTAIN CONTINUITY PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS2"PROVIDE GAP TO FLANKING WALL STUD TO ALLOW SPACE FOR GWB TO PASS2" LOWER PRIORITY PARTITION PROVIDE FIRE SEALANT AT INTERFACE HOLLOW METAL FRAME 1. STUDS BRACED BY GYPSUM WALLBOARD EACH SIDE. MAXIMUM SCREW SPACING SHALL NOT EXCEED 12” O.C. 2. 5LBS / SQ. FT. MAX LATERAL LOAD 3. FY (MIN) = 33KSL 4. DEFLECTION LIMIT 1/120 5. FOR H > 16’-0” AND BRACING > 8’-0” SEPARATE ENGINEERED DRAWINGS WILL BE REQUIRED 6. NOT APPLICABLE TO SHEAR WALLS 7. FOR SLIP TRACK IN ONE HOUR RATED WALL ASSEMBLIES USE UL SYSTEM NO. HW-S-028. HEIGHT METAL STUD SIZE & SPACING UP TO 16'-0" 362S125-33 AT 16" O.C. 362S125-18 AT 16" O.C. BRACE SIZE 400S125-33 362S125-18 UP TO 12'-0" BRACE LENGTH 8'-0" TO 6'-1" 6'-0" OR LESS NOTE: 33 MILS = 20 GA. AND 18 MILLS = 25 GA. 1 1 UNO6"CEILING LINE DETAIL GENERAL NOTES BRACING AT 4’-0” O.C. STAGGERED WITH (3) #10 EACH END 20 GA SLOTTED 2” DEEP LEG SLIP TRACK WITH (3) #10 SCREWS AT EACH STUD (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) LOW-VELOCITY POWDER ACTUATED FASTENERS HILITI X-U: 0.157* (1” MIN EMBEDMENT) SPACED AT 32” O.C. (ESR-2269) (MIN. 2000 PSI CONCRETE / OR EQUAL FASTENERS) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) LOW-VELOCITY POWDER ACTUATED FASTENERS HILITI X- U: 0.157* (1” MIN EMBEDMENT) SPACED AT 32” O.C. (ESR-2269) (MIN. 2000 PSI CONCRETE / OR EQUAL FASTENERS) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) CONCRETE SLAB CONTINUOUS 20 GA UN-PUNCHED TRACK (1-5/16” FLANGE) WALL CONSTRUCTION. SEE WALL TYPES. STEEL STUDS (SEE SCHEDULE) (1) #8 SCREW PER STUD TYPICAL CONNECTION EACH FACE OF STUD TO STEEL TRACK (TOP & BOTTOM TRACK) 20 GA CONTINUOUS TRACK STRUCTURAL MEMBER ABOVE Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:19 PM R&R BBQ - MERIDIANSTANDARD PARTITION AND FRAMING DETAILSA6133680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1 1/2" = 1'-0"10 2 HR. HORIZ. ENCLOSURE AT BOTTOM OF SHAFT FP-M-011 1/2" = 1'-0"6 2 HR. HORIZ. ENCLOSURE AT DUCTWORK FP-M-021 1/2" = 1'-0"9 2 HR. HORIZ. ENCLOSURE AT TOP OF SHAFT FP-M-033" = 1'-0"7 PARTIAL HEIGHT OR KNEE WALL - OVER 42" HEIGHT WA-M-083" = 1'-0"5 DOOR OPENING HEADER WA-M-013" = 1'-0"2 DOOR OPENING JAMB STUDS OP-M-HD013" = 1'-0"4 DOUBLE DOOR OR LARGE OPENING HEADER WA-M-023" = 1'-0"1 LARGE OPENING JAMB STUDS WA-M-053" = 1'-0"8 METAL BACKING DETAILS FOR ACCESSORIES AND EQUIPMENT WA-M-063" = 1'-0"3 OPENING HEADER WA-M-071 1/2" = 1'-0"11 RATED PARTITION WITH OFFSET FP-M-051/4" = 1'-0"16 TYPICAL INTERIOR PARTITION FRAMING WA-M-091 1/2" = 1'-0"14 NON-RATED PENETRATION AND CABINET DETAILS FP-M-043" = 1'-0"15 GWB DETAIL - TYPICAL GYPSUM WALLBOARD CONTROL JOINT DETAILS WA-M-033" = 1'-0"12 GWB DETAIL - TYPICAL GYPSUM WALLBOARD PRIORITY DETAILS WA-M-041" = 1'-0"13 TYPICAL NON-BEARING STEEL STUD WALL PARTITION DETAIL WA-M-10num. description date WINDOW & FRAME TYPE - GRAPHICAL SCHEDULE SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE AND DOOR TAGS TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. GL-1 GLAZING THICKNESS & FINISH TYPE TEMPERED - WHERE EXISTS GLAZING LEGEND T SEE MATERIAL AND FINISH SCHEDULE SHEET FOR GLAZING INFORMATION 1. ELIASON SCP-3 STAINLESS STEEL TRAFFIC DOUBLE ACTING DOOR; PROVIDE CASED FRAME (DETAILS REFERENCED ARE SIMILAR) 2. CLOSER MOUNTED ON RESTROOM SIDE OF DOOR; REUSE EXISTING DOOR FRAME DOOR & FRAME SCHEDULE NOTES: A. FLOOR STOPS AT EXTERIOR DOORS a. CENTER STOP ON THE DOOR LEAF WHEN OPENED b. ALLOW FOR 90 DEGREE OPEN WHEN ADJACENT TO AN OBSTRUCTION c. ALLOW FOR 100 DEGREE OPEN WHERE NOT ADJACENT TO OBSTRUCTION B. FLOOR STOPS AT INTERIOR DOORS a. CENTER STOP ON THE DOOR LEAF WHEN OPENED b. ONLY ALLOW FOR 90 DEGREE OPEN. DOOR STOP GENERAL NOTES: DOOR AND WINDOW GENERAL NOTES: KEYNOTES1 SCHEDULED KICK PLATE BOTH SIDES1 A. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS OF ALL OPENINGS PRIOR TO THE FABRICATION OF ALL DOORS AND FRAMES. B. DUE TO MULTIPLE USE, SOME OF THE DETAILS REFERRED TO ON THE DOOR SCHEDULE ARE REVERSED OR TURNED FROM THE DIRECTION SHOWN ON THE FLOOR PLANS. THE INTENT OF THE DETAILS IS TO BE FOLLOWED. CONSULT THE ARCHITECT WHEN QUESTIONS ARISE. C. ALL EXIT ACCESS DOORS AND EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT. USE OF MANUAL FLUSH BOLTS, EDGE BOLTS, TOP OR BOTTOM BOLTS, ETC., IS PROHIBITED. D. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO AN OPEN POSITION OF 12 DEGREES WILL BE 5 SECONDS MINIMUM. E. FIRE DOORS SHALL HAVE THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE REQUIRED FORCE FOR PUSHING OPEN OR PULLING OPEN DOORS OTHER THAN FIRE DOORS SHALL BE 5 POUNDS. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR IN A CLOSED POSITI ON. F. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC DOORS, POWER ASSISTED DOORS, AND SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHEN NARROW STILE AND RAIL DOORS ARE USED, A 10" MINIMUM, SMOOTH PANEL, EXTENDING THE FULL WIDTH OF THE DOOR, SHALL BE INSTALLED ON THE PUSH SIDE(S) OF THE DOOR WHICH ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDI TION. CAVITIES CREATED BY KICK PLATES SHALL BE CAPPED. G. ALL DOOR LOCKSETS AND PANIC DEVICES SHALL BE ADA COMPLIANT. H. CAULK HEAD, JAMBS, AND SILLS OF ALL DOORS AND WI NDOWS WITH SEALANT CONTINUOUSLY APPLIED TO BOTH SIDES OF THE FRAMES. I. ALL DOOR CLOSURES TO BE SET IN ACCORDANCE WITH THE ADA REDUCED OPENING FORCE REQUIREMENTS. J. DOOR HARDWARE SUBSTITUTIONS SHALL BE PERMITTED. (MANUFACTURER ONLY) WITH OWNER'S WRITTEN APPROVAL. K. KEYING FOR ALL SCHEDULED LOCKSETS SHALL BE PROVI DED BY OWNER; COORDINATE WITH RESPONSIBILITY SCHEDULE ON SHEET G000. L. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. M. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. N. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. O. COORDINATE THRESHOLDS WITH /1 G201 2 3 CUSTOM METAL PIPE PULL AT INTERIOR / PUSH PLATE AT EXTERIOR WIRE MESH OVER SCHEDULED GLAZING4 DECORATIVE GENDER MARKER DOOR AND FRAME SCHEDULE FINISH LEGEND ST SATIN DB DARK BRONZE PT PAINTED P-6 WD WOOD VENEER, SOLID CORE RED OAK, STAIN WD-1 SS STAINLESS STEEL DOOR HARDWARE 1 EA 695SURFACE CLOSER - 4011 LCN 1 EA KICK PLATE - 8400 10" X 1" LDW B4E CS 1 EA PULL - RAW STEEL W/ PIPE FITTINGS 1 EA 4 EA HW HINGES - 5BB1HW 4.5 X 4.5 NRP 710 IVE 3 EA SILENCER - SR64 GRAY IVE HARDWARE GROUP - 02 FINISH MANF BLACKFLOOR STOP - 1462 DJ HARDWARE GROUP - 01 FINISH MANF B/OHARDWARE BY DOOR MFG CUST CUST CUST SS CUST 1 EA PUSH PLATE CUST CUST HARDWARE GROUP - 03 1 EA FINISH MANF CONT. HINGE - 112HD 710 IVE 1 EA 1 EA CUSH SHOE SUPPORT - 4110-30 695 LCN 1 EA BLADE STOP SPACER 695 LCN 1 SET PERIMETER SEALS - DOOR MFG STD (AS REQ) B/O 1 EA 1 EA FLOOR STOP - 1462 BLACK DJ SIGN - "THIS DOOR TO REMAIN UNLOCKED DURING..." 626 SCHRIM CYLINDER - 20-057 1 EA 695 LCN SURFACE CLOSER - 4111 AVB SCUSH 1 EA THRESHOLD - DOOR MFG STD B/O 1 EA 695 LCNMOUNTING PLATE - 4110-18 1 EA DOOR SWEEP - 39A 710 IVE 1 EA DUMMY PLATE COVER/ DARK BRONZE B/O 1 SET PUSH / PULL BAR - 9190HD-10"-NO 613 IVE DOOR TYPE - GRAPHICAL SCHEDULE SCALE: 1/4" = 1'-0" NOTE: SEE DOOR SCHEDULE TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. G1 W PARTIAL GLASS STAINLESS STEEL WOOD RED OAK STAINED: WD-1 AW 4"4"4"10"FULL GLASS DARK BRONZE ANODIZED ALUMINUM5' - 0"9"1' - 2"EQEQHOLLOW METAL FRAME PAINTED: P-6HEIGHT2"WIDTH 2" HM2"DOOR FRAME TYPE - GRAPHICAL SCHEDULE NOTE: SEE DOOR SCHEDULE TO MATCH APPROPRIATE FRAME TYPE WITH DOOR TYPES. SCALE: 1/4" = 1'-0" 2 1 3 4 GL-6 GL-7 1' - 0"6"6"LEVEL 1 100' -0" GL-3T GL-3TGL-2T GL-2 GL-2 GL-2 GL-2 W-1 STORE FRONT MATCH EXISTING SYSTEM AND COLOR GL-2GL-2GL-2GL-2 14' - 0" 2" 3' - 7" 2" 3' - 0" 2" 3' - 0" 2" 3' - 7" 2"14' - 0"2"3' - 6"2"6"2"2' - 4"2"6' - 10"2"DOOR AS SCHEDULED 3 A561 2 A561 4 A561 5 A561 Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:21 PM R&R BBQ - MERIDIANWINDOW AND DOOR SCHEDULESA6213680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPDOOR AND FRAME SCHEDULE IDENTIFICATION PANEL FRAME FIRE RATING HARDWARE COMMENTS DOOR #DOOR # ROOM NAME DIMENSIONS NO. OF PANELS TYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISH FRAME DETAIL HARDWARE SETW H T HEAD JAMB SILL LEVEL 1 103 DINING 3' - 0" 7' - 0" 0' - 2" 1 AW ALUM DB GL-2T W-1 ALUM DB 6/A562 4/A562 12/A501 GROUP 03 103 106 MENS 3' - 0" 7' - 0" 0' - 1 3/4" 1 W WOOD WD GL-7 HM HM PT 16/A561 2/A561 - GROUP 02 2 106 107 WOMENS 3' - 0" 7' - 0" 0' - 1 3/4" 1 W WOOD WD GL-7 HM HM PT 16/A561 2/A561 - GROUP 02 2 107 108 SMOKER 3' - 0" 7' - 0" 0' - 1 3/4" 1 G1 SS ST GL-6 HM HM PT 12/A561 SIM 7/A561 SIM - GROUP 01 1 108 GLAZING GENERAL NOTES 1. PROVIDE SOLID BACK FRAMES FOR ALL STOREFRONT SYSTEMS. 2. PROVIDE END DAMS AT BOTTOM OUTSIDE CORNERS OF ALUMINUM STOREFRONT SYSTEMS. INSTALL PER MANUFACTURERS STANDARDS AND REQUIREMENTS. 3. FRAME DIMENSIONS SHOWN ARE NOMINAL. ACTUAL DIMENSIONS MAY VARY DEPENDING ON WINDOW MANUFACTURER AND SYSTEM. 4. SEE SPECIFICATIONS FOR HARDWARE SCHEDULE. 5. ALL TINTED GLAZING TO BE FACTORY LAMINATED GLAZING TYPES GL-2 1" INSULATED - MATCH EXISTING GL-2T 1" INSULATED - MATCH EXISITNG GL-3T 1" INSULATED - SPANDERAL - MATCH EXISTING GL-6 CLEAR ACRYLIC SAFETY WINDOW SET IN BLACK RUBBER MOLDING GL-7 OPAQUE FILM, FACTORY LAMINATED GLASS num. description date MARK DESCRIPTION MANUFACTURER PATTERN COLOR SIZE FINISH COMMENTS MATERIAL AND PAINT SCHEDULE ACT-1 ACOUSTIC CEILING TILE CERTAINTEED VINYLROCK WHITE 2' x 4' SMOOTH BR-1 BRICK VENEER OLD BRICK ORIGINALS RUNNING BOND PEPPERMILL, TYPE 'S' MORTAR w/ NATURAL GREY EB-1 EPOXY BASE DURA-FLEX GREY 6" HIGH REF. SPECIFICATION EF-1 EPOXY FLOORING DURA-FLEX GREY REF. SPECIFICATION FC-1 FIBER CEMENT PANELS NICHIHA WOOD CEDAR 17-7/8" x 119-5/16" x 5/8" VINTAGE HORIZONTAL INSTALL FRP-1 FRP WHITE 4' x 10' SMOOTH P-1 PAINT - LIGHT GREY SHERWIN WILLIAMS SW# 7017 "DORIAN GRAY"EGG SHELL P-2 PAINT - CHARCOAL SHERWIN WILLIAMS SW# 7069 "IRON ORE"EGG SHELL P-3 PAINT - RED SHERWIN WILLIAMS SW# 7588 "SHOW STOPPER"EGG SHELL P-4 PAINT - BLACK SHERWIN WILLIAMS BLACK DRYFALL FLAT OPEN CEILING, EXPOSED STRUCTURE P-5 PAINT - CHALKBOARD SHEFFIELD BRONZE 955 - BLACK FLAT CHALKBOARD WALLS - AND BEHIND WOOD SLATS P-6 PAINT - CHARCOAL SHERWIN WILLIAMS SW# 7069 "IRON ORE"SEMI-GLOSS DOORS FRAMES PC-1 POLISHED CONCRETE POLISHED CONCRETE FLOOR & PROVIDE CODE MINIMUM SLIP RESISTANCE CLEAR NATURAL PL-1 PLASTIC LAMINATE BLACK MATTE CUSTOM DESK. FIT ENTIRE WIDTH OF THE WALL P-7 PAINT - DARK GREY SHERWIN WILLIAMS SW# 7020 / EXTERIOR GRADE / "BLACK FOX"SEMI-GLOSS EXTERIOR H.M. DOORS, FRAMES EQUIPMENT, TRASH ENCLOSURE 4'-6" L x 24" W PRE-1 PRECAST CONCRETE CHARCOAL TROUGH SINK - SEE DETAIL 7/A551 60" L x 24" W PWD-1 POWDER COATING - BLACK SW# 6258 "TRICORN BLACK"EXTERIOR METALSHERWIN WILLIAMS SMOOTH RB-1 RUBBER BASE 40 BLACKJOHNSONITE SMOOTHMANDALAY PROFILE 6" HIGH RB-2 RUBBER BASE 48 GREYJOHNSONITE SMOOTH4" HIGH SB-1 COVE BASE SATINSCHLUTER STAINLESS STEEL3/8" RADIUSDILEX - AHKA80AT WB-1 WALK-IN BASE / TRACK (PRE-FINISHED) MASTERBILT GREY 3" HIGH SMOOTH MORTAR: SC-1 SEALED CONCRETE CLEAR WD-1 WOOD STAIN CABOT CLEAR SPARVARNISH - SATIN GLOSS, OIL - BASED 1x6 WOOD SLATS, WOOD FIXTURES, WOOD DOORS. PROVIDE MINIMUM "CLASS C" FINISH (FLAME SPREAD INDEX 76-200 AND SMOKE DEVELOPMENT INDEX 0-0450) WP-1 WALK-IN PANEL (PRE-FINISHED) MASTERBILT GREY TEXTURED4" THICK WT-1 WALL TILE MARRAZI TILE BLOCK HORIZ. BEIGE WALL TILE-GROUT - MAPEI #39 IVORY 24x48 PORCELAIN WT-2 WALL TILE MARRAZI TILE BLOCK HORIZ. BEIGE WALL TILE-GROUT - MAPEI #39 IVORY 3x24 PORCELAIN BULLNOSE WT-3 WALL TILE MARRAZI VERT. URBAN DISTRICT STX - GROUT - MAPEI #11 SAHARA BEIGE 6x36 WOOD GRAIN BLENDED STRIPS OF BURNED, NATURAL, & TOBACCO COLORS. SEE DETAILS ON SHEET A401 WWM WELDED WIRE MESH 2" x 2" SQUARE PATTERN POWDER COATED PWD-1, SW# 6258 "TRICORN BLACK" 4MM WIRE SMOOTH WOOD STORAGE ENCLOSURE 1/2" ABOVE FINISH FLOOR GB-1 GL-2 GL-2T GL-3T GYPSUM BOARD CEILING SEE ROOM FINISH SCHEDULESEE ROOM FINISH SCHEDULE------ 1" INSULATED - LOW E - TINTED GLASS 1" INSULATED-LOW E-TEMPERED TINTED GLASS 1" INSULATED-TINTED TEMP. SPANDREL GLASS P-8 PAINT - BLOCK GREY SHERWIN WILLIAMS SW# 7018 / EXTERIOR GRADE / "DOVE TAIL"EGG SHELL STUCCO AND PRECAST MATCH EXISTING MATCH EXISTING MATCH EXISTING Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:25:38 PM R&R BBQ - MERIDIANMATERIAL AND FINISH SCHEDULESA6413680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPROOM FINISH SCHEDULE # NAME FLOOR FINISH BASE FINISH SOUTH WALL WEST WALL NORTH WALL EAST WALL CEILING FINISH COMMENTS LEVEL 1 101 VEST. PC-1 RB-1 P-1 P-1 P-1 P-1 P-1 102 QUEUE PC-1 MG-07 WD-1 WD-1 SAI-1 103 DINING PC-1 RB-1 P-1 P-2 P-1 P-2 SAI-1 104 BEVERAGE PC-1 MP-05 - P-2 - - SAI-1 105 CORRIDOR PC-1 RB-1 P-3,MP-06 P-5, MP-06 P-3,MP-06 P-3, MP-06 P-3 106 MENS PC-1 SB-1 P-1,WT-3 P-1, WT-1 P-1, WT-3 P-1, WT-1 P-1 107 WOMENS PC-1 SB-1 PT-1,WT-1 P-1, WT-3 P-1,WT-1 P-1, WT-3 P-1 108 SERVICE AREA EF-1 EB-1 P-3 P-5 FRP-1 WD-1 P-3 109 COOKLINE 'A' EF-1 EB-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-1 110 TAKE OUT PREP EF-1 EB-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-1 111 COOKLINE 'B' EF-1 EB-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-1 112 WALK-IN EF-1 WB-1 WP-1 WP-1 WP-1 WP-1 WI-1 113 DISH / WASH ROOM EF-1 EB-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-1 114 SMOKER EF-1 EB-1 FRP-1 FRP-1 FRP-1 FRP-1 ACT-1 115 JANITOR PC-1 RB-1 P-1 P-1 P-1 P-1 EXISTING 5. ALL ROLLED STEEL BONDS SHALL HAVE EXPOSED WELDS 4. ALL U-CHANNEL AND 90° ANGLES SHALL BE BENT, CONTINUOUS PIECES (NO SEAMS WHERE POSSIBLE) 3. CAULK ALL EXPOSED EDGES AND SEAMS AS REQIRED; COLOR-CLEAR 2. SHEET SIZES LISTED ARE APPROXIMATE. 1. WALL FLASHING SHALL BE SURFACE-LAMINATED TO WALLS; MECHANICAL FASTENING IS NOT PERMITTED UNLESS NOTED OTHERWISE. INTERIOR METAL SCHEDULE GENERAL NOTES: MS-12 FLOOR SINKS - BEVERAGE COUNTER COLLAR FIELD FIELD 2 18 #4 SATIN 90° ANGLES, 4 SIDES MS-11 NOT USED UNITS MARK LOCATION TYPE HEIGHT WIDTH NO. OF GAUGE FINISH REMARKS MS-07 SERVICE FRONT COUNTER COUNTER VARIES 2'-7" VARIES 16 ROLLED MS-06 QUEUE AND DINING AREAS U-CHANNEL VARIES 1 1/2" VARIES 18 ROLLED TOP CAP MS-05 BEVERAGE CABINET # 4 SATIN STAINLESS FACE CABINETS, MELAMINE INTERIOR MS-04 SMOKER RISER BLOCK - - - - ROLLED POWDER COATED; PRE-DRILLED HOLES, SEE DETAIL 9/A542 MS-03 SERVICE BACK WALL COUNTER 7'-0" 2'-6" 2" 16 #4 SATIN 20 GA BACKSPLASH 2 SIDES; COORDINATE WITH SHEET A402 MS-02 BEVERAGE COUNTER 11'-4" 3'-0" 2" 16 #4 SATIN 20 GA BACKSPLASH 3 SIDES; BUILT IN TRASH HOLE; COORDINATE WITH SHEET A405. MS-01 GARBAGE ENCLOSURE SHROUD 2'-6" 2'-6" VARIES 16 #4 SATIN 3 UNITS MARK LOCATION TYPE LENGTH DEPTH EDGE GAUGE FINISH REMARKS MG-18 SERVICE BACKSPLASH 2'-0" - ROLLED MG-17 PONY WALLS BASE WALL FLASHING 6" - 12 18 ROLLED COORDINATE WITH INTERIOR ELEVATIONS MG-16 SERVICE BACKSPLASH 2'-0" - #4 SATIN MG-15 PASS THRU OPENING U-CHANNEL - 2" - 18 #4 SATIN 90° ANGLES, 4 SIDES MG-14 COOK LINE, PREP AND DISH AREAS U-CHANNEL 10'-0" 2" 5 18 #4 SATIN MG-13 COOK LINE U-CHANNEL VARIES 2" 1 18 #4 SATIN MG-12 QUEUE U-CHANNEL VARIES 1 1/2" 3 18 ROLLED MG-11 QUEUE AND DINING AREAS U-CHANNEL VARIES 1 1/2" 15 18 ROLLED MG-07 SERVICE, QUEUE, DINING 6" BASE - - - - ROLLED MG-06 SERVICE, KITCHEN CORNER GUARD VARIES 2" 12 18 #4 SATIN 90° ANGLE MG-05 SERVICE CORNER GUARD VARIES 1 1/2" 3 18 ROLLED 90° ANGLE MG-04 SERVICE U-CHANNEL VARIES 1 1/2" ROLLED MG-03 BEVERAGE U-CHANNEL 8'-0" 1 1/2" 2 18 ROLLED MG-02 SERVICE WALL FLASHING 36" 18 #4 SATIN MG-01 QUEUE AND DINING AREAS CORNER GUARD 42" 1 1/2" 6 18 ROLLED 90° ANGLE SIZE UNITS MARK LOCATION TYPE HEIGHT WING NO. OF GAUGE FINISH REMARKS MP-07 HIGH CHAIR STORAGE WALL FLASHING 3 18 ROLLED MP-06 SERVICE AREA WALL FLASHING VARIES 20 ROLLED MP-05 BEVERAGE, SERVICE 6" BASE 15 20 #4 SATIN MP-03 MOP SINK WALL FLASHING 3 20 #4 SATIN INSTALL TRIM AT PERIMETER EDGES AND FIELD JOINTS MP-02 COOK LINE 'B' WALL FLASHING 1 20 #4 SATIN INSTALL TRIM AT PERIMETER EDGES AND FIELD JOINTS MP-01 COOK LINE 'A' WALL FLASHING 1 20 #4 SATIN INSTALL TRIM AT PERIMETER EDGES AND FIELD JOINTS SURFACES MARK LOCATION TYPE NO. OF GAUGE FINISH REMARKS INTERIOR METAL SCHEDULE num. description date 1 OWNER REVISIONS 02.28.20 1 WALL- MOUNTED EXIT SIGN AT EXIT DOOR LOW LEVEL EXIT SIGN (WHERE OCCURS) AT EXIT DOOR COAT HOOK (DOOR- MTD) COAT HOOKS (WALL- MTD) FEC OR FHV CABINET MEDICAL GAS ALARM PANEL REQ. SIGNAGE AT UNISEX TOILET ENTRY DOOR REQ. SIGNAGE AT WOMEN'S TOILET ENTRY DOOR REQ. SIGNAGE AT MEN'S TOILET ENTRY DOOR FIREMAN'S TELEPHONE JACK SECURITY STROBE LIGHT (BLUE LIGHT) AUDIBLE & VISUAL FIRE ALARM SWITCH AT DOOR OR CASED OPENING DARK ROOM STATUS LIGHT CARD READER, LOCAL ALARM, OR ARMING STATION WALL-MTD TELEPHONE & OUTLETSPECIAL PURPOSE OUTLETS THERMOSTAT OR FIRE ALARMTELEPHONE OR DATA OUTLET INTERCOM STATION DESK INTERCOM OUTLET DUPLEX OUTLETDUPLE X OUTLET LIGHT SWITCH MANUAL FIRE ALARM PULL STATION CLOCK OR CLOCK OUTLET SOAP DISPENSER SEAT COVER DISPENSER PAPER TOWEL DISPENSER & RECEPTACLE TOILET TISSUE DISPENSER SANITARY NAPKIN RECEPTACLE WALL-MOUNTED LAVATORY AND MIRROR (SIDE VIEW) ACCESSIBLE URINAL (SIDE VIEW) ACCESSIBLE WATER CLOSET (SIDE VIEW) ELECTRICAL PANEL BOARD (NON- PROTRUDING) ADA MIRROR FEC OR FHV CABINET IN LAB CORRIDOR LOCATE 3" ABOVE DOOR FRAMEWHEN DIM ABOVE DOOR HEADIS 12" OR GREATER> 12"ALIGN WITH TOP OF ADJACENT FRAMEWHEN DIM ABOVE DOOR HEAD < 12"MOUNT ON STRIKE SIDE4"EQEQ 6"4" EQEQ 6'-0"6"4'-6"5'-9"3'-6"1'-0"1'-0"4'-0"1'-0"EQEQ 5'-0"1'-0"EQEQ 5'-0"EQ 1'-0"EQ 5'-0"4'-6 3/4"5'-0"6'-8"6'-8"3'-9"8" TYP 8" TYP ALIGN WITH TOP OF ADJACENT FRAME1'-6"3'-9"4'-0"7'-0"2'-6"4'-11"4'-1"3'-7 1/2"2'-3"9"MIN6" MAX 8" MIN 2'-5" MIN CLR2'-10" MAX TO RIM3'-4" MAX1'-5"MAX6'-6"1'-9"4'-0"(ADA)4' - 0" MAX HEIGHT REACH3' - 0" MIN. FOR CONTROLS1' - 3" MIN LOW REACHTHE CONTROLS FOR THE FLUSH VALVES TO BE 3'-8" A.F.F. URINALS SHALL BE MOUNTED 15" MIN (OR GREATER AS SHOWN ON PLANS) FROM ADJ WALL OR SCREEN TO CENTERLINE OF FIXTURE. THE CONTROL MECHANISM TO BE LOCATED 3'-8" MAX AFF LAVATORIES ADJ TO A WALL SHALL BE MOUNTED 18" MIN (OR GREATER AS INDICATED ON PLANS) FROM ADJ WALL TO CENTERLINE OF FIXTURE. HOT WATER PIPES AND DRAIN LINES TO BE INSULATED. BOTTOM OF MIRROR REFLECTIVE SURFACE 3' - 0" MIN FOR CONTROLS3' - 4" MAX OPERABLE TOILET ACCESSORIES3' - 10" MAX REACH OVER COUNTER1' - 3" MIN LOW REACH3' - 0" MIN FOR CONTROLS4' - 0" MAX HIGH REACH11" MIN Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:24 PM R&R BBQ - MERIDIANTYPICAL MOUNTING HEIGHTSA6513680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP3/8" = 1'-0"1 FIXTURE & SIGNAGE HEIGHTS AD-O-06num. description date 6"2"6" TEXT ONLY SIGN 64 2½ MIN 2½ MIN 64 72 MIN18302 MIN512 MIN5116-51NO RAISED DOT 3/8 MIN 3/8 MIN 9.5 9.5 48 MIN60 MAX1220152518 MIN 455 18 MIN 455 45°6 MIN150FIGURE 407.2.2.2 VISIBLE HALL SIGNALS ELEVATOR BUTTONS FIGURE 407.2.3.1 FLOOR DESIGNATIONS ON JAMBS AT ELEVATOR HOISTWAY ENTRANCES FIGURE 407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES FIGURE 703.4.4 POSITION OF BRAILLE FIGURE 703.4.5 HEIGHT OF TACTILE CHARACTERS ABOVE FLOOR OR GROUND FIGURE 703.3.5 HEIGHT OF RAISED CHARACTERS5/8" - 2 CENTERED ON TACTILE CHARACTERS NOT IN PICTOGRAM FIELD DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS (0.241 - 0.300) DISTANCE BETWEEN DOTS IN THE SAME CELL (0.9-0.1) SINGLE BRAILLE CELL BLANK CELL SPACE BETWEEN WORDS RAISED DOT BASE DIAMETER DISTANCE BETWEEN DOTS IN THE SAME CELL (0.9-0.1) DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW (0.395 - 0.400) FIGURE 703.4.3 BRAILLE MEASUREMENT FIGURE 703.5 PICTOGRAM FIELD FIGURE 703.3.11 LOCATION OF TACTILE SIGNS AT DOOR NOTE: ROOM NUMBERS SHOWN ARE FOR REPRESENTATION & LOCATING PURPOSES ONLY. COORDINATE ROOM NUMBERING WITH OWNER. 6" GRAPHICS w/ TEXT SIGN 8"6" NOTE: ADA COMPLIANT SIGN WITH RADIUS CORNER AND RADIUS BORDER. RAISED COPY AND BRAILLE. "MP" WITH WHITE TEXT, BROWN BACKGROUND NOTE: ADA COMPLIANT SIGN WITH RADIUS CORNER AND RADIUS BORDER. RAISED COPY AND BRAILLE. "MP" WITH WHITE TEXT, BROWN BACKGROUND MEN8"6" NOTE: ADA COMPLIANT SIGN WITH RADIUS CORNER AND RADIUS BORDER. RAISED COPY AND BRAILLE. "MP" WITH WHITE TEXT, BROWN BACKGROUND WOMEN8"6" MAXIMUM CAPACITY IS FOR THIS ROOM NOTE: SIGN WITH RADIUS BORDER. "MP" PLASTIC WITH WHITE TEXT, BROWN BACKGROUND 197 1' - 0"6"Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:25 PM R&R BBQ - MERIDIANSIGNAGE PLAN AND DETAILSA6613680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 SIGNAGE IN-O-01num. description date 3" = 1'-0"2 ADA EXIT SIGN 3" = 1'-0"3 ADA MEN SIGN 3" = 1'-0"4 ADA WOMEN SIGN 3" = 1'-0"5 BUILDING NUMBER 3" = 1'-0"6 SIGNAGE - FIRE RISER ROOM 3" = 1'-0"7 SIGNAGE - MAXIMUM CAPACITY Boise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 AR-985479P H NO L N D W IESOJW A NGERICE N S D RC H I E LA TECTST A TE OF I D A H Osheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2019 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information: project information: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 6:07:34 PM R&R BBQ - MERIDIAN3D VIEWS AND RENDERINGSA9013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUP1 3D - NEW 1 2 3D - NEW 2 num. description date 4 108 107 106 TO T.O. BRICKABOVE BRICK103 ABOVE BRICKTO T.O. BRICKTRASHTRASH TRASH TRASHTRASH ABOVE SMOKER MODEL CTO-DW 4 1'-6"1'-6"1'-6" 4 4 FILE:REVISION 3REVISION 4SCALE:800-443-4746Toll FreeOfficeFax801-463-1693801-463-1515www.bintzsupply.comSalt Lake City, UT 841151855 South 300 Westor form, without the prior, writtenpermission of Bintz Restaurant Supply Co.retransmitted, or distributed in any wayinformation, property of Bintz Restaurant Bintz Restaurant Supply Co.cCopyright 2004 Bintz Restaurant Supply Co.Supply Co. and may not be reproduced, This drawing contains proprietarySHEET NUMBERSHEET TITLE:PROJECT NO:REVISION 1REVISION 2DRAWN BY:R & R BBQMERIDIAN, IDPERMIT SETFOOD SERVICE EQUIPMENT PLANEQUIPMENT FLOOR PLANERIC HOGGAN1/4"=1'-0"01/28/202002/28/202003/16/202003/24/2020K1 K1 OF K1.1 ENLARGED KITCHEN FLOOR PLAN SCALE : 1/4" = 1'-0" 3 FILE:REVISION 3REVISION 4SCALE:800-443-4746Toll FreeOfficeFax801-463-1693801-463-1515www.bintzsupply.comSalt Lake City, UT 841151855 South 300 Westor form, without the prior, writtenpermission of Bintz Restaurant Supply Co.retransmitted, or distributed in any wayinformation, property of Bintz Restaurant Bintz Restaurant Supply Co.cCopyright 2004 Bintz Restaurant Supply Co.Supply Co. and may not be reproduced, This drawing contains proprietarySHEET NUMBERSHEET TITLE:PROJECT NO:REVISION 1REVISION 2DRAWN BY:R & R BBQMERIDIAN, IDPERMIT SETFOOD SERVICE EQUIPMENT PLANEQUIPMENT SCHEDULEERIC HOGGANNTS01/30/202002/06/202002/28/202003/16/2020K1.1 K1.1 OF K1.1 FF4.2EEDDBA.2A.2C4331.31.21AF.2S1025SIMS1025S1025S1023S1023S1022N E W H S S 5 x 4 x 1 /4 SLOPED HSS 4 x 4 x 1/4 TYP. (3) LOCATIONSN E W H S S 5 x 4 x 1 /4 W6 x 9W6 x 9S1023HSS 4 x 2 x 1/8 AT APPROX. 24'' O.C.NEW HSS5 x 4 x 1/4NEW HSS5 x 4 x 1/4NEW HSS5 x 4 x 1/4S1026S1026S1026FOOTING PER 1/ S102 TYP. (3) LOCATIONSSLOPED HSS 4 x 4 x 1/4 TYP. (3) LOCATIONSHSS 4 x 2 x 5/16 AT APPROX. 24'' O.C.ROW OF HSS 4 x 2 x 1/8 AT MIDSPANS1023S1023S1023W6 x 9W6 x 9S1022S1024S1025S1023S1022NEW HSS5 x 4 x 1/4SLOPED HSS 4 x 4 x 1/4 TYP. (3) LOCATIONSW6 x 9S1023HSS 4 x 2 x 1/8 AT APPROX. 24'' O.C.W6 x 9NEW HSS5 x 4 x 1/4NEW HSS5 x 4 x 1/4S1025S1025S1023EXISTING BEAMEXISTING JOISTSNEW MAUPROVIDE SUPPORT FRAME PER S103 TO DESTRIBUTE LOAD OVER (3) JOISTSEXISTING RTUEXISTING RTUEXISTING RTUBoise800 W MAIN STREETSUITE 940BOISE, ID 83702208.424.7675Salt Lake City52 Exchange PlaceSalt Lake City, UT 84111801.531.1144sheet number:sheet title:stamp:The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design.revisions:date:COPYRIGHT © 2019 BABCOCK DESIGNoriginal drawing is 30" x 42"for:xsheet information:project information:babcockdesign.comproject number:project status:current as of:stamp:2/7/2020 5:01:30 PMR&R BBQ - MERIDIANCANOPY FRAMING PLANS1013680 E. FAIRVIEW AVE.MERIDIAN, IDProject Status02.10.202020-017FOUR FOODS GROUPnum.descriptiondateSCALE: 1/4"=1'-0"ROOF FRAMING NOTESPROVIDE 1 1/2'' x 20ga GALVANIZED STEEL DECK OVER NEW CANOPIES. ATTACH WITH HILIT DX PINS EVERY OTHER FLUTE AT SUPPORTS AND WITH SIDE LAP SCREWS AT 12'' O.C.1.INDICATES DIRECTION OF DECK SPAN2. FROST DEPTH6"CONSTRUCTION DETAIL1S102NO SCALE4SET PLATE ON 11/2'' NON-SHRINKGROUT and LEVELING NUTSEXTERIOR FLATWORK3/16"STEEL COLUMN5/8'' x 10'' x 10'' BASEPLATEw/ (4)3/4''dia x 12'' J-BOLTS#3 TIES AT 12'' O.C.w/ (3) TIES IN TOP 5''(5) #4 VERTICAL DOWELS16"dia SONOTUBE PIER24'' x 24'' x 12''CONCRETE FOOTINGw/ (3) #4 EACH WAYCONSTRUCTION DETAIL2S102NO SCALEROOF DECK2''2''1/8"1/8"L2 x 2 x1/8 EDGE ANGLE1/8'' END PLATESTEEL BEAMHSS RAFTERS2''1/8"CONSTRUCTION DETAIL3S102NO SCALE1/4'' CAP PLATEHSS COLUMNSTEEL BEAM4''4''1/8"1/8"CONSTRUCTION DETAIL4S102NO SCALEROOF DECK2''2''1/8"1/8"HSS RAFTERSATTACH ROOF DECKTO HSS SUPPORTMIDSPAN HSS SUPPORT61/2"TO WALLFINISH8"10"MIN.1'-3"10"CONSTRUCTION DETAIL5S102NO SCALEEXISTING ROOF FRAMING3''3/16"5/8''dia. A307 BOLT IN 2''VERTICAL SLOT INANGLESTEEL ROOF DECKSTEEL ROOFDECKPROFILE OF PRECASTWINDOW TRIM3/16'' CHAMFER PLATE SHOPWELDED TO CHANNELNEW ROOF DECKC10 x 301/4'' STEEL SIDE PLATE CUTTHROUGH EXTERIOR FINISHESNEW STEEL COLUMN(EXISTING COLUMN AT SIM. CONDITION)LAP PLATE TOSIDE OF COLUMN2'' BOTTOM2'' TOP3/16"1/4'' STEELSIDE PLATELAP PLATE TOSIDE OF COLUMNFACE OF FINISHES1/2'' x 5'' x 0'-10'' BASE PLATE w/(2)3/4''dia. x 6'' SIMPSON HD ANCHORSEXISTING FOUNDATION3/16"3/16"2'' BOTTOM2'' TOP3/16"1/4'' STEEL FACE PLATEL2 x 2 x1/8''HSS RAFTER8"10"MIN.61/2"TO WALLFINISHCONSTRUCTION DETAIL6S102NO SCALEEXISTING ROOF FRAMING3''3/16"5/8''dia. A307 BOLT IN 2''VERTICAL SLOT INANGLESTEEL ROOFDECKSTEEL ROOFDECKPROFILE OF PRECASTWINDOW TRIMC10 x 301/4'' STEEL SIDE PLATE CUTTHROUGH EXTERIOR FINISHESNEW STEEL COLUMNLAP PLATE TOSIDE OF COLUMN2'' BOTTOM2'' TOP3/16"PROFILE OF PRECASTWINDOW TRIM3/16'' CHAMFER PLATE SHOPWELDED TO CHANNELNEW ROOF DECKL2 x 2 x1/8''HSS RAFTERBoise800 W MAIN STREETSUITE 940BOISE, ID 83702208.424.7675Salt Lake City52 Exchange PlaceSalt Lake City, UT 84111801.531.1144NOT FOR CONSTRUCTIONsheet number:sheet title:stamp:The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design.revisions:date:COPYRIGHT © 2019 BABCOCK DESIGNoriginal drawing is 30" x 42"for:xsheet information:project information:babcockdesign.comproject number:project status:current as of:stamp:3/26/2020 11:38:04 AMR&R BBQ - MERIDIANCONSTRUCTION DETAILSS1023680 E. FAIRVIEW AVE.MERIDIAN, IDProject Status02.10.202020-017FOUR FOODS GROUPnum.descriptiondateSCALE: AS SHOWN4CITY REVIEW COMMENTS03.24.2020 CONSTRUCTION DETAIL1S103NO SCALENEW W6 x 155/8''dia A325 BOLTIN1/4'' WEB PLATENEW W6 x 153"CONSTRUCTION DETAIL2S103NO SCALE1/4'' x 6'' x 3'' TAB1/8"1/8"1/4'' GUSSETNEW W6 x 15ROOF FRAMING PLANSCALE: NO SCALE8" MIN.8" MIN.EXISTING ROOF DECKEXISTING ROOF DECKEXISTING ROOF JOISTEXISTING ROOF JOIST2S1031S103NEW W6 x 15NEW L3 x 3 x1/4 ATEDGE OF NEWOPENING1/2''dia A307 BOLT EACHEND OF L3 x 3 x1/4 ANGLENEW W6 x 15NEW W6 x 15NEW W6 x 151.PUNCH BOTTOM FLANGE OFBEAMS EACH SIDE FOR #12SCREWS AT 12'' O.C. FILL HOLESTHAT LINE UP OVER FLUTENEW W6 x 15NEW W6 x 15NEW L3 x 3 x1/4 ATEDGE OF NEWOPENINGSET UNIT SO DUCTOPENING IS NEXT TOEXISTING JOISTNEW W6 x 151/4'' x 6'' x 3'' TAB w/GUSSET TO SUPPORTUNIT LEGSSEISMICALLY ANCHOR UNIT TO STEEL FRAME WITHKCC INTERNATIONAL SEISMIC CLIPS. PROVIDE (1)EACH CORNER AND AT 36'' O.C. BETWEENNOTE:Boise800 W MAIN STREETSUITE 940BOISE, ID 83702208.424.7675Salt Lake City52 Exchange PlaceSalt Lake City, UT 84111801.531.1144sheet number:sheet title:stamp:The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design.revisions:date:COPYRIGHT © 2019 BABCOCK DESIGNoriginal drawing is 30" x 42"for:xsheet information:project information:babcockdesign.comproject number:project status:current as of:stamp:2/7/2020 5:01:31 PMR&R BBQ - MERIDIANROOF FRAMING PLANS1033680 E. FAIRVIEW AVE.MERIDIAN, IDProject Status02.10.202020-017FOUR FOODS GROUPnum.descriptiondateSCALE: AS SHOWN 1 2 2 (E)12"x12" EA (E)12"x12" EA (E)12"x12" EA (E)12"ø SA (E)8"ø SA (E)8"ø SA3 4 4 5 6 6 F 4.2 E D B A.2C 4 3 1 AF.2 F.2 (E)RTU-1 (E)RTU-2 (E)RTU-3 7 7 7 F 4.2 E D B A.2C 4 3 1.3 1 AF.2 F.2 8 9 101112 (E)2"ø NG (E)1 1/2"ø NG (E)1"ø NG 1"ø NG (E)1"ø NG(E)1"ø NG (E)1"ø NG 13 14 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:51:27 PM R&R BBQ - MERIDIANMECHANICAL DEMOLITION PLANMD1013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 3/16" = 1'-0"1 MECHANICAL DEMOLITION PLAN 3/16" = 1'-0"2 ROOF MECHANICAL DEMOLITION PLAN GENERAL SHEET NOTESSHEET KEYNOTES 1 EXISTING RESTROOM EXHAUST DUCTING TO REMAIN. 2 REMOVE EXHAUST GRILLE FROM CEILING BUT PRESERVE IN PLACE FOR REINSTALLMENT IN NEW CEILING. 3 EXISTING SUPPLY AIR DUCTING TO RESTROOMS TO REMAIN. 4 REMOVE SUPPLY DIFFUSER FROM CEILING BUT PRESERVE IN PLACE FOR REINSTALLMENT IN NEW CEILING. 5 DEMOLISH EXISTING SUPPLY DUCTING UP TO THIS POINT. DO NOT DEMOLISH SUPPLY DUCTING TO RESTROOMS. 6 DEMOLISH ALL EXISTING DUCTING IN SPACE UNLESS OTHERWISE NOTED ON PLANS. PRESERVE EXISTING THERMOSTATS AND REMOTE TEMPERATURE SENSORS FOR REINSTALLATION. 7 EXISTING RTU TO REMAIN. 8 EXISTING RESTROOM EXHAUST FAN TO REMAIN. 9 EXISTING WALK-IN COOLER CONDENSING UNITS IN THIS LOCATION TO BE REUSED. COORDINATE WITH OWNER. 10 DOMOLISH EXISTING MAKEUP AIR UNIT. PATCH AND REPAIR ROOF TO MATCH EXISTING. 11 DEMOLISH EXISTING EXHAUST FAN. PRESERVE PENETRATION THROUGH ROOF FOR NEW ROOF MOUNTED EXHAUST FAN. 12 DEMOLISH EXISTING EXHAUST FAN. PATCH AND REPAIR ROOF TO MATCH EXISTING. 13 EXISTING 2" GAS PIPING THROUGH ROOF TO REMAIN. ALL ROOFTOP GAS PIPING TO REMAIN EXCEPT AS OTHERWISE NOTED ON THIS SHEET. 14 DEMOLISH THIS BRANCH OF GAS PIPING AND CAP BRANCH AT MAIN LINE. 1. ALL RETURN DUCTWORK TO BE ACCOUSTICALLY LINED. 2. LOUVERED FACE RETURNS ONLY. 3. PROVIDE BALANCING DAMPERS IN EACH BRANCH DUCT FOR BALANCING. INCLUDING SUPPLY, RETURN, AND EXHAUST. 4. GC TO HIRE NEBB CERTIFIED THIRD PARTY TEST AND BALANCE (TAB) CONTRACTOR. TAB CONTRACTOR SHALL ADJUST SHEAVES, BELTS, DAMPERS, ETC AS NECESSARY TO BALANCE SYSTEM TO AIRFLOWS REQUIRED AT LOWEST POSSIBLE SPEEDS. TAB CONTRACTOR SHALL VERIFY THE OUTSIDE AIR AT EACH RTU IS AS SCHEDULED. FOLLOW PROCEDURES AS LAID FORTH IN THE CURRENT VERSION OF "PROCEDURAL STANDARDS FOR TESTING ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS" BY NEBB. PROVIDE REPORT ON NEBB FORMS. 5. PROVIDE CAPTURE & CONTAINMENT TESTS PRIOR TO FINAL INSPECTION AND GIVE RESULTS TO BUILDING DEPARMTENT. 6. COORDINATE ALL AIR DEVICE LOCATIONS WITH REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS. 7. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. 8. ALL RTU'S, MAU'S, HOODS, EF'S AND DIFFUSERS MUST BE BALANCED TO THE VALUES INDICATED ON THE FLOOR PLANS. PROVIDE BALANCE REPORT TO ENGINEER PRIOR TO PROJECT CLOSEOUT. 9. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT LIST TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION. 10. CONTRACTOR SHALL USE SMACNA DUCT CONSTRUCTION STANDARDS FOR SHEET METAL DUCTS. ALL DUCTWORK (UNLESS OTHERWISE NOTED ON FLOOR PLANS) SHALL BE CONSTRUCTED OF 1.5" W.C. SEAL CLASS "A". 11. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 12. ALL TAKE-OFF'S THROUGHOUT THE ENTIRE BUILDING SHALL BE HIGH EFFICIENCY TAKE-OFF'S (HET's). NO EXCEPTIONS TAKEN. 13. ALL DUCTWORK IS TO BE INSTALLED INSIDE TRUSS BAYS. ALL DUCTWORK MUST BE INSTALLED NO LOWER THAN 12" FROM WHERE IT IS BEING SUPPORTED OR SEISMIC BRACING WILL BE REQUIRED. IF DUCTWORK IS INSTALLED BELOW 12" FROM WHERE IT IS SUPPORTED, IT IS THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO HAVE SEISMIC SUPPORTS ENGINEERED FOR THE JOB BY A LICENSED ENGINEER. 14. ALL THERMOSTAT LOCATIONS ON THE PLANS SHALL COORDINATED WITH FURNITURE PLANS AND VERIFIED WITH OWNER PRIOR TO ROUGH IN. IF THERMOSTAT NEEDS TO BE INSTALLED IN A LOCATION OTHER THAN SHOWN ON THE PLANS, THIS CONTRACTOR SHALL MAKE ADJUSTMENTS AT NO ADDITIONAL COST. 15. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 16. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 17. M.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 18. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 19. DUCTWORK SHALL BE INSULATED AS FOLLOWS: 9-15-1502.06.20 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:51:37 PM R&R BBQ - MERIDIANMECHANICAL COVER SHEETME0013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPMECHANICAL SHEET INDEX ME001 MECHANICAL COVER SHEET ME002 MECHANICAL SPECIFICATIONS ME501 MECHANICAL DETAILS ME502 KITCHEN HOOD DETAILS ME503 KITCHEN HOOD DETAILS ME504 KITCHEN EF/MAU DETAILS ME505 KITCHEN EXHAUST FAN DETAILS ME506 KITCHEN MAKEUP AIR UNIT DETAILS ME507 KITCHEN EQUIPMENT WIRING & PIPING ME508 KITCHEN HOOD CONTROLS ME601 MECHANICAL SCHEDULES ME602 GREASE DUCT DETAILS & T-STAT WIRING MD101 MECHANICAL DEMOLITION PLAN MH101 MECHANICAL PLAN MH102 ROOF MECHANICAL PLAN ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB-SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. HPS HIGH PRESSURE STEAM MPS MEDIUM PRESSURE STEAM LPS LOW PRESSURE STEAM HPC HIGH PRESSURE CONDENSATE RETURN MPC MEDIUM PRESSURE CONDENSATE RETURN LPC LOW PRESSURE CONDENSATE RETURN PC PUMP DISCHARGE TWS TEMPERED WATER SUPPLY CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN HHWS HEATING HOT WATER SUPPLY HHWR HEATING HOT WATER RETURN RL REFRIGERANT LIQUID RS REFRIGERANT SUPPLY CWS CONDENSER WATER SUPPLY CWR CONDENSER WATER RETURN D DRAIN LINE HG HOT GAS BYPASS GS GLYCOL SUPPLY GR GLYCOL RETURN FOS FUEL OIL SUPPLY FOV FUEL OIL VENT PIPING LEGEND NOTE: ALL ABBREVIATIONS MAY NOT BE USED.1 THE MECHANICAL DRAWINGS SHOW THE GENERAL DESIGN, ARRANGEMENT & EXTENT OF THE MECHANICAL SYSTEM. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, THESE DRAWINGS DO NOT SHOW ALL OFFSETS, BENDS OR ELBOWS NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. CONTRACTOR SHALL MAKE SUCH SLIGHT ALTERATIONS AS MAY BE NECESSARY TO MAKE THE SYSTEM COMPLETE & OPERATIONAL IN ACCORDANCE WITH THE DESIGN INTENT. 2 MAJOR DEVIATIONS SUCH AS CHANGES IN COMPONENT SIZES, WEIGHTS, QUANTITIES OR MATERIAL REQUIRE PRIOR APPROVAL BY THE DESIGN ENGINEER. 3 THE DRAWINGS & SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER & SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH THE ITEMS SHOWN ON ONE & NOT THE OTHER BEING FURNISHED & INSTALLED AS THOUGH SHOWN & CALLED OUT IN BOTH. 4 THE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY ADOPTED BUILDING CODES, MECHANICAL CODE, PLUMBING CODE, ELECTRICAL CODE, & ALL OTHER APPLICABLE CITY, COUNTY, STATE, & FEDERAL CODES & REGULATIONS IN EFFECT. 5 THE ENTIRE MECHANICAL INSTALLATION SHALL CONFORM TO ANY CODES, RULES, REGULATIONS & REQUIREMENTS OF THE BUILDING OWNER. 6 PRIOR TO FABRICATION & INSTALLATION OF ANY MECHANICAL COMPONENT THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL MECHANICAL WORK WITH ALL OTHER BUILDING TRADES, INCLUDING BUILDING TRADES HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE RESOLVED PRIOR TO INSTALLATION. 7 THE SPACE ABOVE ALL CEILINGS IS LIMITED. CAREFUL COORDINATION IS REQUIRED WITH ALL TRADES BEFORE ANY PIPE, DUCT, OR EQUIPMENT IS ORDERED & OR INSTALLED. ANY CONFLICTS &/OR CHANGES FOUND DURING INSTALLATION THAT RESULTS FROM THE LACK OF COORDINATION BY THE CONTRACTORS DURING THE SHOP DRAWING PROCESS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 8 ALL MECHANICAL INFORMATION IS NOT SHOWN ON THE MECHANICAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENT. 9 THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW & USE, WHERE APPROPRIATE, ALL THE MECHANICAL DETAILS SHOWN ON THE DRAWINGS. DETAILS MAY OR MAY NOT BE CALLED OUT ON THE DRAWINGS WITH SYMBOLS OR KEYED NOTES. ANY CHANGES RESULTING FROM FAILURE TO INSTALL THE MECHANICAL SYSTEM WITHOUT USING THE INCLUDED DETAILS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 10 THE STRUCTURE SHOWN ON ALL DETAILS MAY OR MAY NOT PERTAIN TO A PORTION OR ANY PORTION OF THE BUILDING. COORDINATE ALL MOUNTING REQUIREMENTS WITH ARCHITECTURAL & STRUCTURAL DRAWINGS. 11 ANY PART OF THE MECHANICAL INSTALLATION THAT FAILS, IS UNFIT, OR BECOMES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 12 SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL CEILING DIFFUSERS & GRILLES. 13 CONTRACTOR SHALL OPERATE THE SYSTEM & DEMONSTRATE ALL ASPECTS OF THE SYSTEM TO THE ENGINEER &/OR OWNER TO PROVE ALL SYSTEMS ARE OPERATIONAL. 14 DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN A SET OF AS-BUILT REDLINED RECORD DRAINING AT THE PROJECT SITE. ALL CHANGES IN LAYOUT, ROUTING, EQUIPMENT, COMPONENTS, & ACCESSORIES SHALL BE RECORDED. THESE REDLINED DRAWINGS SHALL BE GIVEN TO THE ARCHITECT/ENGINEER AFTER THE FINAL INSPECTION IN ACCORDANCE WITH SPECIFICATIONS. 1 ALL CAPACITIES ARE AT JOB SITE CONDITIONS & ARE MINIMUM CAPACITY. 2 ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED TO CONFORM WITH LOCAL SEISMIC REQUIREMENTS & THE REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS. 3 VERIFY ALL REQUIRED SERVICE CONNECTIONS, INCLUDING ELECTRICAL CHARACTERISTICS FOR ALL EQUIPMENT PRIOR TO ORDERING EQUIPMENT. 4 ALL EQUIPMENT SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURAL MEMBERS. 5 ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. 6 ALL SIMILAR EQUIPMENT SHALL BE OF THE SAME MANUFACTURER. 7 AIR INLETS & OUTLETS SHALL BE OF THE SAME MANUFACTURER. 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE HVAC EQUIPMENT CHECK-IN, SAFEKEEPING, & DAMAGE. SOLENOID VALVES BUTTERFLY VALVE FLOAT AND THERMOSTATIC TRAP ANCHOR CAPPED PIPE UNION 90 DEG TEE DOWN 90 DEG TEE UP 90 DEG ELBOW DOWN 90 DEG ELBOW UP REFRIGERANT FILTER DRIER REFRIGERANT STRAINER REFRIGERANT SITE GLASS REDUCER ECCENTRIC REDUCER CONCENTRIC VICTUALIC COUPLING THERMOMETER PRESSURE GAUGE FLEXIBLE CONNECTION GAUGE COCK STRAINER MANUAL AIR VENTMAV GAS COCK EXPANSION VALVE (REFRIG.) FLOW SETTER BALANCING OR PLUG COCK VENTURI ANGLE VALVE PRESSURE REDUCING VALVE CHAIN OPERATED GATE VALVE RELIEF VALVE BALL VALVE GLOBE VALVE AUTO 3-WAY VALVE AUTO 2-WAY VALVE CHECK VALVE GATE VALVE SHUT OFF VALVE SYMBOL LEGEND SYMBOL DESCRIPTION REFERENCE AND LINE SYMBOLS HVAC SYMBOLS HUMIDISTATH TEMPERATURE SENSORS THERMOSTATT POINT OF DEMOLITION REFERENCE LINES AND SYMBOLS BREAK, ROUND BREAK, STRAIGHT NEW CONNECTION TO EXISTING CONTRACT LIMIT LINE: DASHDOT, WIDE LINE HIDDEN FEATURES LINE: HIDDEN, THIN LINE MATCHLINE INDICATORMATCH LINE SEE XX/X-XXX DIFFUSER/GRILLE INDICATORTYPE SIZE DIFFUSER/GRILLE INDICATOR TYPE CFM SIZE PLUMBING FIXTURE INDICATOR EQUIPMENT INDICATOR REVISION INDICATOR KEYNOTE INDICATOR1 SPACE NUMBER100 ELEVATION OR SECTION INDICATOR, INTERIOR: # INDICATES ELEVATION OR SECTION NUMBER, SHEET INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. # SHEET ELEVATION OR SECTION INDICATOR, EXTERIOR: # INDICATES ELEVATION OR SECTION NUMBER, SHEET INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. # SHEET DETAIL INDICATOR: # INDICATES DETAIL NUMBER, SHEET INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN. # SHEET SYMBOL LEGEND SYMBOL DESCRIPTION DUCT SIZE OR SHAPE TRANSITION REFERENCE AND LINE SYMBOLS DUCT WORK SINGLE LINE DOUBLE LINE DESCRIPTION 90° RADIUS ELBOW R=1.5 DUCT TO BE REMOVED FLEXIBLE CONNECTION FLEXIBLE CONNECTION FC FC SMOKE DAMPER SD SD FIRE DAMPER FIRE SMOKE DAMPER EXHAUST GRILLE RETURN GRILLE ROUND FLEXIBLE DUCT SIDEWALL REGISTER SUPPLY OR RETURN ROUND CEILING DIFFUSER SQUARE OR RECTANGULAR CEILING DIFFUSER SPLITTER DAMPER COMBINATION TEE BUTTERFLY BALANCING DAMPER IN ROUND DUCTS OPPOSED BLADE BALANCING DAMPER (O.B.D.) IN RECT DUCT 90° RECTANGULAR ELBOW WITH TURNING VANES ACCOUSTICALLY LINED RECTANGULAR DUCT ROUND DUCT DOWN ROUND DUCT UP RECTANGULAR EXHAUST DUCT DOWN RECTANGULAR EXHAUST DUCT UP RECTANGULAR RETURN DUCT DOWN RECTANGULAR RETURN DUCT UP RECTANGULAR SUPPLY DUCT DOWN RECTANGULAR SUPPLY DUCT UP SYMBOL LEGEND SYMBOL DESCRIPTION (E) EXISTING (F) FUTURE AD ACCESS DOOR AIR COND AIR CONDITION(-ING,-ED) APD AIR PRESSURE DROP BD BALANCING DAMPER BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT BTUH BTU/HOUR CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CLG COOLING COMP COMPONENT COND CONDENS(-ER, -ING, -ATION) CV CONTROL VALVE DB DRY BULB TEMPERATURE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRC DIA DIAMETER DISCH DISCHARGE DP DEPTH OR DEEP EA EXHAUST AIR EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY EG ETHYLENE GLYCOL ELEC ELECTRIC ELEV ELEVATION ENT ENTERING EVAP EVAPORAT(-E, -ING, -ED, -OR) EWT ENTERING WATER TEMPERATURE EXT EXTERNAL FC FLEXIBLE CONNECT(-OR, -ION) FD FIRE DAMPER FLA FULL LOAD AMPS FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE SMOKE DAMPER GAL GALLON(S) GE GREASE EXHAUST GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HG MERCURY HP HORSEPOWER HR HOUR HT HEIGHT HTG HEATING HZ HERTZ (FREQUENCY) ID INSIDE DIAMETER IN INCH KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LG LENGTH LH LATENT HEAT LRA LOCKED ROTOR AMPS LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS MFR MANUFACTUR(-ER, -ED) NC NORMALLY CLOSED NC NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTSIDE AIR OD OUTSIDE DIAMETER OZ OUNCE PD PRESSURE DROP OR DIFFERENCE PG PROPOLENE GLYCOL PH PHASE PPM PARTS PER MILLION PRESS PRESSURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE R THERMAL RESISTANCE RA RETURN AIR RECIRC RECIRCULATE REFR REFRIGERATION REQD REQUIRED RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SC SHADING COEFFICIENT SCFM STANDARD CUBIC FEET PER MINUTE SCW SOFT COLD WATER SF SAFETY FACTOR SH SENSIBLE HEAT SL SEA LEVEL SP STATIC PRESSURE SPEC(S) SPECIFICATION(S) SQ SQUARE STD STANDARD SW SOIL, WASTE TA(R) TRANSFER AIR (RETURN) TA(S) TRANSFER AIR (SUPPLY) TD TEMP. DROP OR DIFF. TEMP TEMPERATURE THERM THERMAL TOT TOTAL TSTAT THERMOSTAT V VOLT V VENT VAC VACUUM VAV VARIABLE AIR VOLUME VEL VELOCITY TEMPERATURE VEL VELOCITY VENT VENT, VENTILATION VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME WB WET BULB TEMP WC WATER COLUMN WG WATER GAUGE WPD WATER PRESSURE DROP WT WEIGHT WTR WATER MECHANICAL GENERAL NOTES GENERAL EQUIPMENT NOTES REFERENCE AND LINE SYMBOLS VALVES, METERS, AND GAUGES num. description date 9-15-1502.06.20 FIELD OPERATING TEMP RANGE (F) INSULATION CONDUCTIVITY INSULATION THICKNESS (INCHES) BASED ON NOMINAL PIPE SIZE CONDUCTIVITY BTU*IN/(H*T^2*F) MEAN RAITING TEMPERATURE, F LESS THAN 1" DIA.1"-1 1/2" DIA.1 1/2"-4" DIA 4"-8" DIA.8" DIA. AND ABOVE MINIMUM PIPE INSULATION THICKNESS FOR WATER AND REFRIGERANT SYSTEMS >350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 105-140 0.22-0.28 100 1.0 1.0 1.5 1.5 1.5 40-60 0.27-0.30 75 0.5 0.5 1.0 1.0 1.0 <40 0.20-0.26 50 0.5 1.0 1.0 1.0 1.5 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:51:40 PM R&R BBQ - MERIDIANMECHANICAL SPECIFICATIONSME0023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPMECHANICAL SPECIFICATIONS GENERAL REQUIREMENTS RELATED DOCUMENTS: THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL CONDITIONS AND GENERAL REQUIREMENTS APPLY TO THE WORK SPECIFIED IN THIS SECTION. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF CONSTRUCTION SHOP DRAWINGS FOR SUBMITTALS TO THE OWNER PRIOR TO START OF CONSTRUCTION. THESE DRAWINGS SHALL INCLUDE: SINGLE LINE DUCT DRAW INGS, SINGLE LINE PIPING DRAWINGS, ALL PIPE AND DUCT SIZES, EQUIPMENT CAPACITY AND EXISTING CONDITIONS. NO WORK SHALL BEGIN UNTIL THESE DRAWINGS HAVE BEEN REVIEWED. CODES, RULES AND REGULATIONS: ALL WORK AND MATERIALS SHALL CONFORM TO ALL APPLICABLE LOCAL AND STATE CODES, LAWS AND REGULATIONS AND ALL UTILITY COMPANY REGULATIONS.WHENEVER INDICATED MATERIAL, WORKMANSHIP, ARRANGEMENT OR CONSTRUCTION IS OF HIGHER QUALITY OR CAPACITY THAN THAT REQUIRED BY THE ABOVE CODES, THE DRAWINGS AND/OR SPECIFICATION SHALL GOVERN. SHOULD THERE BE ANY DIRECT CONFLICT BETWEEN THE STATE OF LOCAL CODES, LAWS OR REGULATIONS AND THE DRAWINGS AND/OR SPECIFICATIONS, THE CODES, LAWS OR REGULATIONS SHALL GOVERN. CONTRACTOR SHALL VERIFY ALL LOCAL SEISMIC REQUIREMENT AND PROVIDE (IF REQUIRED) SEISMIC ENGINEERING FOR EQUIPMENT, PIPING, DUCTWORK, HANGERS, SUPPORTS, ETC. REQUIRED BY LOCAL CODES AND AUTHORITIES HAVE JURISDICTION. STANDARDS: HEREINAFTER ARE LISTED STANDARDS WITH WHICH THE CONTRACTOR OR HIS SUBCONTRACTOR SHOULD BE FAMILIAR WITH, IN ORDER TO PERFORM THE NECESSARY WORK. 1. 2015 INTERNATIONAL BUILDING CODE 2. 2015 INTERNATIONAL MECHANICAL CODE 3. 2015 INTERNATIONAL PLUMBING CODE 4. SMACNA DUCT CONSTRUCTION STANDARD, METAL AND FLEXIBLE. 5. SMACNA FIRE DAMPER GUIDE FOR AIR HANDLING SYSTEMS. 6. SMACNA MANUAL FOR BALANCING AND ADJUSTING OF AIR DISTRIBUTION SYSTEMS. 7. LIFE SAFETY CODES. 8. NFPA 90A INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS. 9. NFPA 90B INSTALLATION OF WARM AIR HEATING SYSTEMS. 10. NFPA #91 INSTALLATION OF BLOWER AND EXHAUST SYSTEMS. EXAMINATION OF SITE: ALL BIDDERS SHALL EXAMINE THE SITE AND COMPARE IT W ITH THE DRAWINGS AND SPECIFICATIONS AND FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS BEFORE SUBMITTING ANY PROPOSAL. NO EXTRA CHARGES WILL BE ALLOWED FOR WORK PERFORMED BY THE CONTRACTOR DUE TO HIS FAILURE TO BECOME FAMILIAR WITH ALL OF THE EXISTING CONDITIONS PERTAINING TO THIS PROJECT. WORKING DRAWINGS AND MEASUREMENTS: THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND, OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED. ALL LOCATIONS FOR MECHANICAL WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING BUILDING CONDITIONS AND THE OTHER TRADES DRAWINGS. THE DRAWINGS SHALL NOT BE SCALED FOR ROUGHING-IN MEASUREMENTS NOR BE USED AS SHOP DRAWINGS. WHERE DRAWINGS ARE REQUIRED FOR THESE PURPOSES OR HAVE TO BE MADE FROM FIELD MEASUREMENTS, THE CONTRACTOR SHALL TAKE THE NECESSARY MEASUREMENTS AND PREPARE THE DRAWINGS. SHOP DRAWINGS OF VARIOUS SUBCONTRACTORS SHALL BE COORDINATED TO ELIMINATE ALL INTERFERENCE'S AND TO PROVIDE SUFFICIENT SPACE FOR THE INSTALLATION OF ALL EQUIPMENT, PIPING, DUCTWORK, ETC. THE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER AND THEY SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH ITEMS SHOWN ON ONE AND NOT THE OTHER BEING FURNISHED AND INSTALLED AS THOUGH SHOWN AND CALLED OUT IN BOTH. APPROVALS FOR SUBSTITUTION OF EQUIPMENT & MATERIALS: ACCEPTABLE EQUIPMENT AND MATERIAL MANUFACTURERS ARE SHOWN ON THE DRAWINGS AND/OR LISTED BY NAME IN THESE SPECIFICATIONS. IF NOT SHOWN OR LISTED, WRITTEN ACCEPTANCE FOR THE MANUFACTURER IS REQUIRED BY THE ARCHITECT AND/OR THE ENGINEER BEFORE USING SUCH MANUFACTURERS EQUIPMENT AND/OR MATERIALS FOR BIDDING. ACCEPTANCE WILL NORMALLY BE GIVEN IN DULY ISSUED ADDENDA TO THIS PROJECT. EQUIPMENT SUBMITTALS, PRODUCT DATA AND SAMPLES: UNLESS OTHERWISE APPROVED, ALL MECHANICAL SUBMITTALS SHALL BE PROVIDED AT ONE TIME. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED. SUBMIT SIX (6) COPIES TO THE ENGINEER AND OWNER IN 3-RING BINDERS OR ELECTRONIC SUBMITTAL PACKAGE. EACH ITEM SUBMITTED SHALL BE CLEARLY REFERENCED BY SECTION, PAGE AND PARAGRAPH TO THE APPLICABLE PORTION OF THIS SPECIFICATION. WHERE EQUIPMENT IS DESIGNATED BY NUMBER OR SYMBOL ON THE DRAWINGS, THE SUBMITTALS SHALL ALSO SHOW THIS NUMBER OR SYMBOL. MARKINGS USING YELLOW HIGHLIGHTING ARE NOT ACCEPTABLE. ALL SPECIFIED FEATURES AND PERFORMANCE DATA MUST BE SPECIFICALLY NOTED ON THE SUBMITTAL. THE CONTRACTOR SHALL CHECK SHOP DRAWINGS FOR SPACE REQUIREMENTS AND CONFORMANCE WITH THE SPECIFICATIONS AND SHALL MARK HIS CORRECTIONS AND APPROVAL ON ALL SHOP DRAWINGS PRIOR TO SUBMITTAL TO THE ENGINEERS. IN THE SUBMITTAL OR SHOP DRAWING REVIEW, WHEN SOME ERRORS ARE DETECTED BUT OTHERS OVERLOOKED, THIS DOES NOT GRANT THE CONTRACTOR PERMISSION TO PROCEED IN ERROR. REGARDLESS OF ANY INFORMATION OUTLINED IN THE SUBMITTALS OR SHOP DRAWINGS, THE REQUIREMENTS OF THE SPECIFICATIONS MUST BE FOLLOWED AND ARE NOT WAVED OR SUPERSEDED IN ANY WAY BY THE SUBMITTALS OR SHOP DRAWING REVIEW. ACCESS AND CAPACITY: THE ACCESS TO EQUIPMENT SHOWN ON THE DRAWINGS IS THE MINIMUM ACCEPTABLE SPACE REQUIREMENTS. NO EQUIPMENT WILL BE CONSIDERED WHICH REDUCES OR RESTRICTS ACCESSIBILITY. ACCESS FOR REMOVAL OF AIR FILTERS SHALL BE PROVIDED. ANY PIPES OR AIR DUCTS WHICH IMPAIR ACCESS TO AND REMOVAL OF THE AIR FILTERS SHALL BE REMOVED AND REINSTALLED IN A SATISFACTORY LOCATION WITHOUT ANY CHARGE TO THE OWNER. ALL EQUIPMENT SHALL GIVE THE SPECIFIED CAPACITY AND PERFORMANCE AT THE JOB SITE ELEVATION. MANUFACTURER'S STANDARD RATINGS SHALL BE ADJUSTED ACCORDINGLY. ALL CAPACITIES AND PERFORMANCES ARE FOR JOB SITE CONDITIONS. CAPACITIES SHOWN FOR EQUIPMENT IN THE SPECIFICATIONS AND ON THE DRAWING ARE THE MINIMAL ACCEPTABLE. NO EQUIPMENT WILL BE CONSIDERED AS AN ALTERNATIVE WHICH HAS CAPACITIES OR PERFORMANCE LESS THAN THAT OF DESIGN EQUIPMENT. PERMITS AND FEES: ARRANGE AND PAY FOR PERMITS, FEES, SERVICE CHARGES AND INSPECTIONS BY GOVERNING AUTHORITIES AND BY UTILITIES. DUCT OPENINGS AND EQUIPMENT RECESSES: DUCT CHASES, OPENINGS AND EQUIPMENT RECESSES SHALL BE PROVIDED BY OTHERS ONLY IF SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ALL OPENINGS FOR THE MECHANICAL WORK, EXCEPT WHERE DRAW INGS AND SPECIFICATIONS INDICATE OTHERWISE, SHALL BE PROVIDED AS WORK OF THIS SECTION. WHETHER CHASES, RECESSES, AND OPENINGS ARE PROVIDED AS WORK OF THIS SECTION OR BY OTHERS, THIS SUBCONTRACTOR SHALL SUPERVISE THEIR CONSTRUCTION AND BE RESPONSIBLE FOR THE CORRECT SIZE AND LOCATION, EVEN THOUGH DETAILED AND DIMENSIONED ON THE DRAWINGS. THIS SUBCONTRACTOR SHALL PAY FOR ALL NECESSARY CUTTING, REPAIRING AND FINISHING, IF ANY ARE LEFT OUT OR INCORRECTLY MADE. SEALING: SPACES BETWEEN CONDUIT, OR DUCT AND SLEEVE THROUGH WALL OR FLOOR SHALL BE COMPLETELY STUFFED WITH 1 LB. PER CUBIC FOOT FIBERGLASS INSULATION TO CLOSE ALL INTERSTICES. SPACES TOO SMALL TO BE STUFFED SHALL BE CAULKED WITH OIL BASED CAULKING COMPOUND. AFTER STUFFING, ALL OPENINGS TO BE THOROUGHLY TAPED WITH HEAVY PLASTIC OR BUTYL DUCT TAPE TO PREVENT SOUND PASSAGE. ALL SPACES BETWEEN PIPES AND/OR DUCTS AND SLEEVES THROUGH FIRE WALLS, FIRE PARTITIONS, FLOORS, AND CEILINGS SHALL BE CAULKED WITH ONE INCH FILL OF 3M "FIRE BARRIER". CAULKING MUST BE ON BOTH SIDES OF FIRE RATED UNIT. CLAIMS FOR EXTRA COST: IF CONTRACTOR CLAIMS ANY INSTRUCTIONS GIVEN HIM INVOLVE EXTRA COST, HE SHALL SO NOTIFY ARCHITECT WITHIN A REASONABLE TIME OF RECEIPT OF SUCH INSTRUCTIONS AND BEFORE PROCEEDING WITH THE WORK CALLED FOR THEREIN. NO SUCH WORK SHALL BE DONE AND NO PAYMENT MADE THEREFOR WITHOUT A WRITTEN CHANGE ORDER COVERING SUCH WORK FROM ARCHITECT AND OWNER. THE CONTRACTOR'S PROPOSAL FOR CHANGES IN THE WORK SHALL INCLUDE A COMPLETE ITEMIZATION OF THE PROPOSED WORK, INDICATING SEPARATELY: (A) QUANTITIES OF MATERIALS, (B) UNIT COSTS, (C) LABOR CHARGES, AND (D) CONTRACTOR'S PROFIT AND OVERHEAD, (E) EXTENSION OF TIME IF REQUIRED. A COMPLETE BREAKDOWN OF COSTS IS MANDATORY. CONTRACTOR'S PROFIT AND OVERHEAD SHALL NOT EXCEED 15% OF THE TOTAL DIRECT COSTS. DUCT OPENINGS AND EQUIPMENT RECESSES: DUCT CHASES, OPENINGS AND EQUIPMENT RECESSES SHALL BE PROVIDED BY OTHERS ONLY IF SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ALL OPENINGS FOR THE MECHANICAL WORK, EXCEPT WHERE DRAW INGS AND SPECIFICATIONS INDICATE OTHERWISE, SHALL BE PROVIDED AS WORK OF THIS SECTION. WHETHER CHASES, RECESSES, AND OPENINGS ARE PROVIDED AS WORK OF THIS SECTION OR BY OTHERS, THIS SUBCONTRACTOR SHALL SUPERVISE THEIR CONSTRUCTION AND BE RESPONSIBLE FOR THE CORRECT SIZE AND LOCATION, EVEN THOUGH DETAILED AND DIMENSIONED ON THE DRAWINGS. THIS SUBCONTRACTOR SHALL PAY FOR ALL NECESSARY CUTTING, REPAIRING AND FINISHING, IF ANY ARE LEFT OUT OR INCORRECTLY MADE. COOPERATION WITH OTHER TRADES: REFER TO OTHER DRAWINGS AND PARTS OF THIS SPECIFICATION COVERING WORK OF OTHER TRADES WHICH IS CARRIED ON IN CONJUNCTION WITH THE MECHANICAL WORK SUCH THAT ALL WORK CAN PROCEED WITHOUT INTERFERENCE RESULTING FROM LACK OF COORDINATION. PROPERLY SIZE AND LOCATE ALL CHASES, SLEEVES, EQUIPMENT BASES, AND ACCESSES. PROVIDE ACCURATE WIRING DIAGRAMS TO THE ELECTRICAL CONTRACTOR FOR ALL EQUIPMENT FURNISHED UNDER THIS DIVISION. MANUFACTURER'S INSTRUCTIONS: THE CONTRACTOR SHALL FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS EXPLICITLY IN THE INSTALLATION OF ALL ITEMS OF MECHANICAL EQUIPMENT. IN THE EVENT THE MANUFACTURER'S INSTRUCTIONS CONFLICT WITH THE DRAWINGS AND SPECIFICATIONS, THE ENGINEER SHALL BE SO NOTIFIED IN WRITING AND A RESOLUTION WILL BE MADE. MECHANICAL SPECIFICATIONS MATERIALS AND EQUIPMENT: ALL MATERIALS AND PRODUCTS USED FOR CONSTRUCTION SHALL BE NEW, AND OF THE BEST GRADE AND THE LATEST PRODUCTS AS LISTED IN PRINTED CATALOG DATA. ALL ARTICLES OF A KIND SHALL BE THE STANDARD PRODUCT OF SINGLE MANUFACTURER. PRODUCTS OR EQUIPMENT OF ANY OF THE MANUFACTURERS CITED HEREIN MAY BE USED OR ANY OF THE PRODUCTS APPROVED BY ADDENDA. HOWEVER, WHERE LISTS OF PRODUCTS ARE CITED HEREIN, THE ONE FIRST LISTED IS THE DESIGN EQUIPMENT USED IN DRAWINGS AND SCHEDULES TO ESTABLISH SIZE, QUALITY, FUNCTION AND CAPACITY STANDARDS. IF OTHER THAN FIRST NAMED EQUIPMENT IS USED, IT SHALL BE CAREFULLY CHECKED FOR ACCESS, ELECTRICAL REQUIREMENTS, VALUING, PIPING AND CONTROL REQUIREMENTS OF THE ALTERNATE EQUIPMENT. SHOULD CHANGES OR ADDITIONS OCCUR IN PIPING, VALUING, ELECTRICAL WORK, ETC., OR THE WORK OF OTHER CONTRACTORS BE REVISED BY THE ALTERNATE EQUIPMENT, THE COST OF ALL CHANGES SHALL BE BORNE AS WORK OF THIS DIVISION. OBSERVATION: ALL WORK AND MATERIALS SUBJECT TO REVIEW AT ANY AND ALL TIMES BY ARCHITECT AND/OR OWNERS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY THE ARCHITECT A MINIMUM OF TWO DAYS PRIOR TO TESTING ANY PIPING SYSTEM WHICH MUST BE WITNESSED AND APPROVED BEFORE IT IS COVERED UP OR ENCLOSED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE SURE THAT THE WORK WILL STAND THE TEST PRESCRIBED BEFORE GIVING THE NOTIFICATION. IF AN AUTHORIZED OBSERVER FINDS ANY MATERIAL OR WORK NOT CONFORMING TO THESE SPECIFICATIONS, WITHIN THREE DAYS AFTER BEING NOTIFIED, REMOVE FROM PREMISES. IF MATERIAL HAS BEEN INSTALLED, ENTIRE EXPENSE OF REMOVING AND REPLACING SHALL BE BORNE BY CONTRACTOR. SUPERVISION AND WORKMANSHIP: FURNISH THE SERVICES OF AN EXPERIENCED FOREMAN WHO SHALL BE IN CHARGE OF THE ERECTION OF THE MECHANICAL AND/OR PLUMBING SYSTEMS, TOGETHER WITH ALL NECESSARY MECHANICS AND LABORERS REQUIRED TO PROPERLY UNLOAD, TRANSFER, ERECT, CONNECT UP, ADJUST, START, OPERATE AND TEST THE SYSTEM. HE SHALL GIVE FULL INSTRUCTIONS TO THE OWNER'S REPRESENTATIVES AS TO THE OPERATION AND MAINTENANCE OF ALL FIXTURES, APPARATUS AND WORK INSTALLED UNDER HIS SUPERVISION. HE SHALL VERIFY ALL CONDITIONS ON THE JOB SITE AND LAYOUT ALL WORK ACCORDINGLY. ALL WORKMANSHIP SHALL BE OF FIRST QUALITY. NONE BUT COMPETENT MECHANICS SHALL BE EMPLOYED IN THE WORK. SHODDY WORKMANSHIP WILL BE CAUSE FOR REJECTION AND REPLACEMENT OF INSTALLED WORK WITHOUT ADDITIONAL COST TO THE OWNER. EXCAVATION AND BACK FILL: THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL EXCAVATION, TRENCHING, AND BACK FILLING FOR HIS UNDERGROUND PIPING. BOTTOMS OF TRENCHES SHALL BE TAMPER HARD AND FOR SOIL AND WASTE PIPING SHALL BE GRADED TO SECURE UNIFORM FALL OF 1/4" PER FOOT, UNLESS OTHERWISE NOTED. STONES OF ONE (1) INCH OR GREATER IN ANY DIMENSIONS SHALL BE REMOVED TO AVOID POINT OF BEARING. BELL HOLES FOR SEWER PIPE SHALL BE EXCAVATED SO THAT PIPE WILL REST ON SOLID GROUND FOR ITS ENTIRE LENGTH. GRADING SHALL BE DONE ON SOLID GROUND FOR ITS ENTIRE LENGTH. GRADING SHALL BE DONE AS MAY BE NECESSARY TO PREVENT SURFACE WATER FROM FLOW ING INTO THE TRENCH, AND ANY WATER ACCUMULATING THEREIN SHALL BE REMOVED SO THAT THE STABILITY OF THE BOTTOM AND SIDES OF THE TRENCH IS MAINTAINED. AFTER PIPELINES HAVE BEEN TESTED, INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE, AND PRIOR TO BACK FILLING, THE EXCAVATION SHALL BE CLEANED OF ALL KINDS OF RUBBISH AND BACK FILL MATERIALS CLEANED FREE OF TRASH. BACK FILL SHALL BE PLACED IN 6" LAYERS (LOOSE THICKNESS) FOR COMPACTION BY HAND OPERATED MACHINE COMPACTORS, AND 8" LAYERS FOR OTHER THAN HAND OPERATED MACHINES. EACH LAYER SHALL BE COMPACTED, BY SUITABLE EQUIPMENT TO A DENSITY OF NOT LESS THAN 95% AS DETERMINED BY THE MODIFIED AASHO TEST T-180. BACK FILL MATERIAL TO 12" ABOVE THE PIPE SHALL NOT HAVE STONES LARGER THAN 3/4" IN ANY DIRECTION AND OF A MOISTURE CONTENT THAT WILL FACILITATE COMPACTION. BEDDING OF ALL UNDERGROUND PIPE SHALL BE FOUR INCHES OF CLEAN SAND. SEWER AND CULINARY WATER PIPES SHALL BE LAID IN SEPARATE TRENCHES, EXCEPT WHERE OTHERWISE NOTED. THE MECHANICAL CONTRACTOR SHALL PROVIDE ADEQUATE SHORING TO SAFEGUARD WORKERS FROM CAVE-INS, FOR ALL EXCAVATIONS IN ACCORDANCE WITH OSHA REQUIREMENTS. PROTECTION AGAINST WEATHER AND STORING OF MATERIALS: WORK WILL NOT BE PERMITTED UNDER ANY CONDITIONS UNSUITED TO PROPER EXECUTION, SAFETY,AND PERFORMANCE.ALL EQUIPMENT AND MATERIALS SHALL BE PROPERLY STORED AND PROTECTED AGAINST MOISTURE, DUST, OR WIND. USE COVERINGS OR OTHER PROTECTION ON ALL ITEMS WHICH MAY BE DAMAGED, RUSTED OR HAVE THEIR PERFORMANCE IMPAIRED BY ADVERSE WEATHER OR MOISTURE AND DUST CONDITIONS. CUTTING AND PATCHING: NO CUTTING OR DRILLING IN STRUCTURAL MEMBERS SHALL BE DONE WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. THE WORK SHALL BE CAREFULLY LAID OUT IN ADVANCE, AND WHEN CUTTING, CHANNELING, CHASING OR DRILLING OF FLOORS, WALLS, PARTITIONS, DEALINGS, OR OTHER SURFACES IS NECESSARY FOR THE PROPER INSTALLATION, SUPPORT OR ANCHORAGE OF THE PIPING, DUCT OR OTHER MECHANICAL WORK, THIS WORK SHALL BE CAREFULLY DONE, AND ANY DAMAGE TO BUILDING, PIPING, OR EQUIPMENT SHALL BE REPAIRED BY PROFESSIONAL GYPSUM BOARD FINISHERS, MASONS, CONCRETE WORKERS, ETC., AND ALL SUCH WORK BEING PAID FOR AS WORK OF THIS DIVISION. ALL CUTTING OF MASONRY AND OR CONCRETE SHALL BE DONE BY CORE DRILLING AND MASONRY SAWING. ALL REQUIRED CUTTING AND PATCHING OF STREETS, SIDEWALKS, AND CURBS AND GUTTERS FOR THE INSTALLATION OF THE UTILITY SERVICE PIPES SHONW UNDER THE SCOPE OF THIS CONTRACTOR SHALL BE DONE BY THIS CONTRACTOR. ALL STREETS, SIDEWALKS, AND CURBS AND GUTTERS SHALL BE PATCHED BY THIS CONTRACTOR IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITIES. ELECTRICAL WIRING: MOTOR STARTERS AND DISCONNECT SWITCHES, UNLESS SPECIFIED TO BE PART OF THIS MECHANICAL PACKAGEDEQUIPMENT, SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL POWER WIRING TO MOTORS AND PACKAGED MECHANICAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL AUTOMATIC TEMPERATURE CONTROL WIRING (LINE VOLTAGE OR LOW VOLTAGE) REQUIRED TO COMPLETE THE TEMPERATURE CONTROL SYSTEM (BY INTERCONNECTION OF TIME CLOCKS, LOW TEMPERATURE PROTECTION THERMOSTATS, E.P. SWITCHES, P.E. SWITCHES, STARTING SWITCHES, PACKAGED MECHANICAL EQUIPMENT AND LIKE DEVICES AND EQUIPMENT) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. INSTALLATION SHALL CONFORM TO ALL LOCAL CODES AND NATIONAL ELECTRICAL CODE. ALL WIRING LOCATED IN RETURN AIR DUCTS OR IN RETURN AIR PLENUMS SHALL BE RUN IN CONDUIT. BEFORE ORDERING ANY EQUIPMENT, THE MECHANICAL CONTRACTOR SHALL VERIFY WITH ELECTRICAL CONTRACTORS ALL MOTOR CHARACTERISTICS, PHASE AND VOLTAGE. ANY ELECTRICAL CHANGES OR ADDITIONS REQUIRED BY SUBSTITUTION OF MECHANICAL EQUIPMENT SHALL BE THE COMPLETE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. COMPLETION REQUIREMENTS: UPON COMPLETION OF THE WORK AND ADJUSTMENT OF ALL EQUIPMENT, ALL SYSTEMS SHALL BE TESTED BY THE CONTRACTOR TO DEMONSTRATE TO THE ENGINEER'S AND OWNER'S REPRESENTATIVES THAT ALL EQUIPMENT FURNISHED AND INSTALLED, OR CONNECTED UNDER THE PROVISIONS OF THESE SPECIFICATIONS, FUNCTION MECHANICALLY IN THE MANNER REQUIRED. ADJUSTMENTS, OPERATION, ETC.: ADJUST ALL CONTROLS FOR PROPER OPERATION. ADJUST ALL REGULATORS, FAUCETS, ETC. OPEN AND CLOSE ALL SHUTOFF AND CONTROL VALVES SEVERAL TIMES TO INSURE TIGHT GLANDS. FURNISH THE SERVICES OF A QUALIFIED MAN FOR A PERIOD OF NOT LESS THAN THREE DAYS AT A TIME, APPROVED BY THE OWNER, TO INSTRUCT THE MAINTENANCE PERSONNEL, CORRECT ANY DEFECTS OR DEFICIENCIES, AND DEMONSTRATE TO THE SATISFACTION OF THE ENGINEER AND OWNER, THAT THE ENTIRE SYSTEM IS OPERATING IN A SATISFACTORY MANNER AND COMPLIES WITH ALL REQUIREMENTS OF ANY OTHER TRADES OR CONTRACTORS THAT MAY BE REQUIRED TO COMPLETE THE WORK. COMPLETE THIS OPERATION TEST PRIOR TO REQUEST FOR FINAL INSPECTION. SUBMIT WRITTEN VERIFICATION OF COMPLIANCE FROM THE OWNER'S REPRESENTATIVE. CLEANING: AFTER ALL TESTS AND ADJUSTMENTS HAVE BEEN MADE AND ALL SYSTEMS PRONOUNCED SATISFACTORY FOR PERMANENT OPERATION, THIS CONTRACTOR SHALL CLEAN ALL EXPOSED DUCTWORK, INSULATED MEMBERS, FIXTURES AND EQUIPMENT INSTALLED UNDER THIS SECTION AND LEAVE READY FOR PAINTING. HE SHALL REFINISH ANY DAMAGED FINISH, AND LEAVE EVERYTHING IN PROPER WORKING ORDER. RECORD DRAWINGS: RECORD DRAWINGS FOR ALL SYSTEMS AND SECTIONS OF THIS DIVISION SHALL BE FURNISHED AS WORK OF THIS SECTION. RECORD DRAWING REDLINES SHALL BE ACCURATELY AND NEATLY MARKED, SHOWING ALL CHANGES FROM SCHEMATICS. RECORD DRAWINGS SHALL BE REVIEWED WITH THE DESIGN TEAM AT LEAST ONCE A MONTH AND SHALL BE SUBMITTED AT TIME OF FINAL INSPECTION AND BE CHECKED FOR ACCURACY. GUARANTEE: BY THE ACCEPTANCE OF ANY CONTRACT AWARD FOR THE WORK HEREIN DESCRIBED OR SHOWN ON THE DRAWINGS, THE CONTRACTOR ASSUMES THE FULL RESPONSIBILITY IMPOSED BY THE GUARANTEE AS SET FORTH HEREIN, AND SHALL PROTECT HIMSELF THROUGH PROPER GUARANTEES FROM EQUIPMENT VENDORS AND FROM SUBCONTRACTORS AS THEIR INTERESTS MAY APPEAR. THE GUARANTEE SO ASSUMED BY THE CONTRACTOR AND AS WORK OF THIS SECTION IS AS FOLLOWS: 1. THAT THE ENTIRE MECHANICAL SYSTEM, INCLUDING PLUMBING, AIR CONDITIONING, HEATING AND VENTILATION SYSTEMS SHALL BE QUIET IN OPERATION. 2. THAT THE CIRCULATION OF WATER AND AIR SHALL BE COMPLETE AND EVEN. 3. THAT HE SHALL MAKE, PROMPTLY UPON NOTICE FROM THE OWNER AND FREE OF CHARGE, ANY REPAIRS NECESSARY DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP THAT MAY OCCUR DURING A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION. AIR CONDITIONING COMPRESSORS SHALL BE GUARANTEED FOR FIVE YEARS. 4. THAT ALL SPECIALTIES, MECHANICAL AND PATENT DEVICES INCORPORATED IN THESE SYSTEMS, SHALL BE ADJUSTED IN A MANNER THAT EACH SHALL DEVELOP ITS MAXIMUM EFFICIENCY IN THE OPERATION OF THE SYSTEMS. MECHANICAL SPECIFICATIONS FIRE PROTECTION: THIS CONTRACTOR SHALL ENGAGE A FIRE PROTECTION DESIGN BUILD CONTRACTOR TO ADD A NEW WET PIPE FIRE SPRINKLER SYSTEM. DESIGNER SHALL BE NICET LEVEL III TECHNICIAN. WORKING PLANS AND CALCULATIONS SHALL BE PREPARED ACCORDING TO NFPA 13, AND BE APPROVED BY AUTHORITIES HAVING JURISDICTION, INCLUDING HYDRAULIC CALCULATIONS IF APPLICABLE. INSTALLER'S RESPONSIBILITIES INCLUDE DESIGNING, FABRICATING, AND INSTALLING SPRINKLER SYSTEMS AND PROVIDING PROFESSIONAL ENGINEERING SERVICES NEEDED TO ASSUME ENGINEERING RESPONSIBILITY. BASE CALCULATIONS ON RESULTS OF FIRE-HYDRANT FLOW TEST. GENERAL CONDITIONS COORDINATE WITH ALL OTHER DISCIPLINES PRIOR TO FABRICATING, INSTALLING, OR ORDERING ANY PRODUCT. DO NOT INTERRUPT SPRINKLER SERVICE TO FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED BY OWNER AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY SPRINKLER SERVICE. PERMISSION TO DISRUPT SERVICE MUST BE ACQUIRED IN WRITING 2 DAYS IN ADVANCE OF ANY SHUTDOWN. WORKING PRESSURE TO BE 175 PSIG. PROVIDE 10 PERCENT MARGIN OF SAFETY FOR AVAILABLE WATER FLOW AND PRESSURE SPRINKLER OCCUPANCY HAZARD CLASSIFICATIONS SHALL BE LIGHT HAZARD IN DINING AREA AND ORDINARY HAZARD II IN KITCHEN AREA. INSTALLATION INSTALL SPRINKLERS IN SUSPENDED CEILINGS IN CENTER OF ACOUSTICAL CEILING PANELS. INSTALL SPRINKLERS INTO FLEXIBLE, SPRINKLER HOSE FITTINGS AND INSTALL HOSE INTO BRACKET ON CEILING GRID. USE SPRINKLER TYPES FOR THE FOLLOWING APPLICATIONS: 1.ROOMS WITHOUT CEILINGS: UPRIGHT SPRINKLERS. 2.ROOMS WITH SUSPENDED CEILINGS: RECESSED SPRINKLERS. 3.WALL MOUNTING: SIDEWALL SPRINKLERS. 4.SPACES SUBJECT TO FREEZING: UPRIGHT, PENDENT, DRY SPRINKLERS; AND SIDEWALL, DRY SPRINKLERS AS DIRECTED BY ARCHITECT. 5.SPECIAL APPLICATIONS: QUICK-RESPONSE SPRINKLERS IN ALL LOCATIONS PROVIDE SPRINKLER TYPES WITH FINISHES INDICATED. 1.CONCEALED SPRINKLERS: ROUGH BRASS, WITH FACTORY-PAINTED WHITE COVER PLATE. 2.FLUSH SPRINKLERS: BRIGHT CHROME, WITH PAINTED WHITE THREADED RECESSED ESCUTCHEON. 3.RECESSED SPRINKLERS: BRIGHT CHROME, WITH BRIGHT CHROME THREADED RECESSED ESCUTCHEON. 4.RESIDENTIAL SPRINKLERS: DULL CHROME. 5.UPRIGHT PENDENT AND SIDEWALL SPRINKLERS: CHROME PLATED IN FINISHED SPACES EXPOSED TO VIEW; ROUGH BRONZE IN UNFINISHED SPACES NOT EXPOSED TO VIEW; WAX COATED WHERE EXPOSED TO ACIDS, CHEMICALS, OR OTHER CORROSIVE FUMES. TESTING, INSPECTIONS, AND REPORTS PROVIDE THE FOLLOWING TESTS AND INSPECTIONS: 1.LEAK TEST: AFTER INSTALLATION, CHARGE SYSTEMS AND TEST FOR LEAKS. REPAIR LEAKS AND RETEST UNTIL NO LEAKS EXIST. 2.TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. 3.FLUSH, TEST, AND INSPECT SPRINKLER SYSTEMS ACCORDING TO NFPA 13, "SYSTEMS ACCEPTANCE" CHAPTER. 4.ENERGIZE CIRCUITS TO ELECTRICAL EQUIPMENT AND DEVICES. 5.COORDINATE WITH FIRE-ALARM TESTS. OPERATE AS REQUIRED. 6.VERIFY THAT EQUIPMENT HOSE THREADS ARE SAME AS LOCAL FIRE- DEPARTMENT EQUIPMENT. SPRINKLER PIPING SYSTEM WILL BE CONSIDERED DEFECTIVE IF IT DOES NOT PASS TESTS AND INSPECTIONS. PREPARE TEST AND INSPECTION REPORTS. FURNISH TEST RESULTS AND INSPECTION REPORTS TO ENGINEER FOR REVIEW. MECHANICAL SPECIFICATIONS BASIC MATERIALS AND METHODS RELATED DOCUMENTS: THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS, APPLY TO THE WORK SPECIFIED IN THIS SECTION. DESCRIPTION OF WORK: THE WORK UNDER THIS SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, AND SERVICES INCLUDED IN THE FOLLOWING BASIC MATERIALS AND METHODS CLASSIFICATION: PIPING MATERIALS PIPING FITTINGS VALVES STRAINERS UNIONS PIPE SLEEVES CONCRETE INSERTS FLOOR, WALL AND CEILING PLATES PIPE HANGERS AND SUPPORTS V-BELT DRIVES MOTORS JOINTS AND CONNECTIONS PIPE INSTALLATION GRADING OF PIPE PIPING MATERIALS: FOREIGN MADE MATERIALS: ALL PIPE, PIPE FITTINGS AND ACCESSORIES USED ON THIS PROJECT SHALL BE MANUFACTURED IN THE UNITED STATES. THE USE OF FOREIGN MADE MATERIALS WILL NOT BE ALLOWED. NATURAL GAS PIPING -STEEL PIPE: SIZE 4" AND SMALLER, SCHEDULE 40 OR SCHEDULE 80, BLACK OR GALVANIZED, CONFORMING TO A53 GRADE A. DWV PIPING –DWV ABS PIPE ROOF DRAIN PIPING –PVC PIPE ASTM D2265 OR ASTM D3034 DOMESTIC WATER PIPING - PEX PIPING MEETING PEX PIPING INSTALLATION REQUIREMENTS AND MEETING LOCAL CODES. PIPING TO BE COLOR CODED AND LABELED ACCORDING TO PLAN GENERAL NOTES. COPPER REFRIGERANT TUBE: TYPE "L" HARD DRAWN, DEGREASED, SCALED-AT-THE-MILL, CLEANED AND SEALED AT THE MILL. PIPE FITTINGS: IN STEEL PIPE: 2" AND SMALLER, SCREWED MALLEABLE IRON, CLASS 150 LB., CONFORMING TO ANSI-B26.3, EITHER BLACK OR GALVANIZED. 2-1/2" AND LARGER, SCHEDULE 40 WROUGHT STEEL WELDING FITTINGS CONFORMING TO ANSI-B16.28. 2-1/2" AND SMALLER, SCREWED, COATED CAST IRON DRAINAGE TYPE CONFORMING TO ANSI-B16.12. IN CAST IRON PIPE: SERVICE WEIGHT, COATED CAST IRON, HUB LESS TYPE CONFORMING TO ANSI-112.5.1. IN COPPER TUBE: WROUGHT COPPER SWEAT TYPE CONFORMING TO ANSI-26.22. ALL ELBOWS SHALL BE LONG RADIUS. VALVES: GENERAL: VALVES MANUFACTURED BY APOLLO, JENKINS, KENNEDY, POWELL, WALWORTH, CRANE, NBC, STOCKHOLM, HAMMOND, OR UNREMEMBERED ARE APPROVED. ALL VALVES SHALL BE BY THE SAME MANUFACTURER. BALL VALVES: IN COPPER TUBE: BRONZE BODY, SOLDERED ENDS, 150 PSI W.P., LEVER HANDLE WITH STOPS, BRONZE STEM AND BALL, TEFLON SEAT. VALVE SEAT REPLACEABLE WITHOUT DISTURBING PIPING, NIBCO S-590. IN STEEL PIPES: BRONZE BODY, SCREWED ENDS, 150 PSI. W.P., LEVER HANDLE WITH STOPS, BRONZE STEM AND BALL, TEFLON SEAT. VALVE SEAT REPLACEABLE WITHOUT DISTURBING PIPING, NIBCO T-590. GAS COCKS: ONE INCH SMALLER WALWORTH #597, 1-1/4" SIZE AND LARGER WALWORTH 655. PROVIDE WRENCHES. CHECK VALVES: IN COPPER TUBE: SWEAT TYPE BRONZE BODY, WITH RENEWABLE DISCS, 125 PSI W.P. NIBCO S-413-B. IN STEEL PIPE: SCREWED BRONZE BODY, WITH RENEWABLE DISCS, 125 PSI W.P. NIBCO T-413-B. BALANCING VALVES: 3" AND SMALLER, SCREWED CAST BRONZE BODY WITH BRONZE DISC, METER CONNECTIONS WITH BUILT-IN CHECK VALVES AND INTERNAL SEALS. BELL AND GOSSETT MODEL "CB", OR ARMSTRONG. BALANCING VALVES SHALL BE PROVIDED WITH HANSON QUICK CONNECTS AND SHUTOFF VALVES. WATER SELF-FILL (P.R.) VALVE: HEATING WATER SELF-FILL, 3/4" BRASS BODY, ALL WORKING PARTS BRASS, DIAPHRAGM OPERATED, WITH ANTI-SYPHON CHECK VALVE AND INLET STRAINER, SET AT 12 PSI. MODEL B-7 BELL AND GOSSETT, OR EQUIVALENT BY TACO OR THRUSH. TEMPERATURE AND PRESSURE RELIEF VALVE: FOR WATER HEATER; A.S.M.E. RATED AND AUTOMATIC RESEATING, 3/4" BRONZE BODY, WITH TEST LEVER, SET AT 200 DEGREES F. AND 100 PSI, IN CONFORMANCE WITH USA STANDARD Z21.22. WATTS MODEL 40L OR EQUIVALENT BY MC DONNELL-MILLER OR CASH. GAUGE COCKS: CRANE #712 BRONZE COCK. MANUAL AIR VENTS: CRANE #88 NEEDLE VALVE, 3/8" SIZE, ON ALL HIGH POINTS OF PIPING SYSTEMS. ANTI-SYPHON OR BACK PRESSURE VALVE: VALVE SHALL BE REDUCED PRESSURE BACK-FLOW PREVENTOR TYPE WITH MAXIMUM WORKING PRESSURE OF 125 PSI. BRONZE BODY, BRONZE FITTINGS, STAINLESS STEEL SPRINGS, DOUBLE NEOPRENE COATED COTTON DUCT DIAPHRAGM AND NEOPRENE VALVE DISCS. VALVE CONSISTS OF TWO CHECK VALVES BETWEEN WHICH IS MOUNTED A DOUBLE PORTED BALANCED RELIEF VALVE OPERATING INDEPENDENTLY OF LINE PRESSURE, GATE VALVES UP AND DOWNSTREAM OF BASIC UNIT, PIPE UNIONS, AND TEST COCKS. BEECO MODEL "FRP", FEBCO OR WATTS. WATER PRESSURE REDUCING VALVES: SCREWED ALL BRONZE BODY, RENEWABLE STAINLESS STEEL SEAT, SINGLE SEAT, RUBBER DISC, HIGH TEMPERATURE RESISTING DIAPHRAGM, GOOD FOR 300 PSI INLET PRESSURE, WITH SCREWED STRAINER. WATTS 2" MODEL 223S. SET REGULATOR FOR 50 PSI REDUCED PRESSURE UNLESS OTHERWISE NOTED ON THE PLANS. STRAINERS: Y-PATTERN: 125 PSI WORKING PRESSURE. BODY MATERIAL TO MATCH PIPE MATERIAL. MONEL OR BRASS STRAINER WITH MINIMUM SCREENING AREA 500% GREATER THAN PIPE. SIZES 2" AND SMALLER: SCREWED CONNECTION. SIZES 2-1/2" AND LARGER: FLANGED CONNECTION. CRANE, SARCO, DUNHAM-BUSH, MCALEAR, ARMSTRONG, STRONG STOCKHAM, HOFFMAN. UNIONS: IN STEEL PIPE: SCREWED 150 LBS. MALLEABLE IRON, BRASS TO IRON SEAT, GROUND JOINT. BLACK OR GALVANIZED TO MATCH PIPE. IN COPPER TUBE: 150 LBS. WROUGHT COPPER, BRASS TO COPPER SEAT, GROUND JOINT, SWEAT TYPE, NIBCO MODEL 633. INSULATING UNIONS: 250 PSI WORKING PRESSURE, PIPE ENDS AND MATERIAL TO MATCH PIPE, ELECTRIC CURRENT BELOW 1% OF GALVANIC CURRENT, GASKDT MATERIAL RECOMMENDED BY MANUFACTURER, EPCO OR WALTER VALLET. PIPE SLEEVES: MINIMUM 20 GAUGE GALVANIZED STEEL IN CONCRETE, 18 GAUGE IN ALL OTHER CONSTRUCTION. 1/2" CLEARANCE AROUND PIPE OR INSULATION. MECHANICAL SPECIFICATIONS COPPER TUBING 1-1/2" AND LARGER 10 FEET HORIZONTAL 10 FEET VERTICAL FLOOR, WALL AND CEILING PLATES: BRASS MATERIAL, CHROME PLATED FINISH. SIZE SUFFICIENT TO COVER ALL PIPE OPENINGS THROUGH WALL, FLOOR OR CEILING. SET SCREW SPRING TO SECURE PIPE. PIPE AND PIPE FITTINGS: GENERAL: RUN ALL PIPING PARALLEL OR PERPENDICULAR TO THE BUILDING STRUCTURE AND SUPPORT IT SUFFICIENTLY TO PREVENT SAGGING. INSTALL ALL PIPING WHERE POSSIBLE SO AS TO VENT AND DRAIN. SUPPORT ALL PIPING INDEPENDENTLY SO THAT ITS WEIGHT IS NOT CARRIED BY THE EQUIPMENT. INSTALL UNIONS IN ALL NON-FLANGED PIPE CONNECTIONS TO APPARATUS AND APPURTENANCES REQUIRING REMOVAL FOR SERVICING, SO LOCATED THAT PIPING MAY BE DISCONNECTED WITHOUT DISTURBING THE GENERAL SYSTEM. PROVIDE DIELECTRIC COUPLINGS, UNIONS OR FLANGES BETWEEN STEEL AND COPPER PIPE OR TUBING. SCREWED JOINTS: SHALL BEVE THE PIPE ENDS REAMED, DOPE OR TAPE APPLIED TO MALE THREADS ONLY, WITH THE EXCEPTION OF BRASS TO BRASS JOINTS WHICH SHALL BE MADE WITH TEFLON TAPE ONLY. AFTER JOINTING, NO MORE THAN 2 THREADS SHALL REMAIN EXPOSED. WELDED JOINTS: BY THE "AARC-WELDING" PROCESS: PORT OPENINGS OF FITTINGS MUST MATCH THE INSIDE DIAMETER OF THE PIPE TO WHICH THEY ARE WELDED. MAKE ALL TURNS WITH FULL RADIUS WELDING ELBOWS AND TEES WITH WELDING TEES. REDUCING FITTINGS MUST BE USED FOR SIZE REDUCTION. SOLDER TYPE JOINTS: WITH 95/5 TIN/ANTIMONY OR "STAY SAFE" LEAD-FREE SOLDER ON WROUGHT COPPER FITTINGS, APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. JOINTS IN COPPER TUBE 2-1/2" AND LARGER SHALL BE MADE WITH HEAT APPLIED UNIFORMLY AROUND THE ENTIRE CIRCUMFERENCE OF THE TUBE AND FITTINGS BY A MULTIFLAME TORCH. UNDERGROUND JOINTS SHALL BE BRAZED. NO-HUB CAST IRON PIPE: CONFORM WITH UNIFORM STATE PLUMBING CODE AND CAST IRON SOIL PIPE INSTITUTE RECOMMENDATIONS. VALVES: INSTALL VALVES ON EACH SIDE OF ALL EQUIPMENT AND WHERE SHOWN ON DRAWINGS. FULL SIZE OF PIPE UNLESS OTHERWISE INDICATED. PROVIDE NEAT APPEARANCE AND EASY GROUPING WITH ALL PARTS EASILY ACCESSIBLE. VALVE STEMS SHALL BE INSTALLED IN HORIZONTAL OR UPRIGHT POSITION. FLOOR, WALL AND CEILING PLATES: INSTALL ON ALL EXPOSED PIPES PASSING THROUGH FLOORS, WALLS OR CEILINGS. PIPE SLEEVES: LAYOUT WORK IN ADVANCE OF POURING CONCRETE AND FURNISH AND SET SLEEVES NECESSARY TO COMPLETE THE WORK. FLOOR SLEEVES: PROVIDE SLEEVE ON PIPES PASSING THROUGH CONCRETE FLOORS. EXTEND SLEEVE ONE INCH ABOVE FINISHED FLOOR. CAULK ALL PIPES PASSING THROUGH FLOOR WITH OAKUM AND MORTAR. INSULATED PIPE: SUPPORTED BY RING HANGERS, THE RINGS SHALL PASS FREELY AROUND THE INSULATION. PROTECT THE INSULATION AT POINT OF CONTACT WITH THE RING HANGER OR TRAPEZE BAR BY MEANS OF PIPE SADDLES. PIPE HANGERS AND SUPPORTS: PIPE HANGER SIZE 2" AND SMALLER: ADJUSTABLE MALLEABLE IRON, SPLIT RING HANGER, BLACK, U.L. LISTED. FEE AND MASON NO. 199 OR FIGURE 239. PIPE HANGER LARGER THAN SIZE 2-1/2": ADJUSTABLE STEEL CLEVIS TYPE HANGER, BLACK, U.L. LISTED. FEE AND MASON NO. 239 OR 103. PIPE HANGERS IN CONTACT WITH COPPER TUBE SHALL BE COPPER PLATED. INSULATION PROTECTION SHIELD: GALVANIZED STEEL, 18 GAUGE MINIMUM LENGTH 12". FEE AND MASON #81 OR SIMILAR PRODUCT FABRICATED BY CONTRACTOR. GENERAL: PROVIDE ADJUSTABLE HANGERS ON ALL PIPES, COMPLETE WITH ADJUSTERS, SWIVELS, RODS, ETC. SIZE HANGERS TO CLEAR INSULATION AND GUIDES. ON HOT LINES WHERE EXPANSION AND CONTRACTION OCCURS, PROVIDE SWIVEL JOINT AT TOP OR BOTTOM OF HANGER ROD. PROVIDE HANGER WITHIN THREE FEET OF ALL CHANGES IN DIRECTION. BRANCHES FIVE (5) FEET OR LONGER SHALL HAVE SEPARATE HANGERS. PLUMBERS' TAPE: NOT PERMITTED AS PIPE HANGERS. HANGER SPACING: PIPE SPACING: COPPER TUBING 1-1/4" AND SMALLER 5 FEET HORIZONTAL 10 FEET VERTICAL COPPER TUBING 1-1/2" AND LARGER 10 FEET HORIZONTAL 10 FEET VERTICAL STEEL PIPE 1" AND SMALLER 7 FEET HORIZONTAL 10 FEET VERTICAL STEEL PIPE 1-1/4" AND LARGER 10 FEET HORIZONTAL 15 FEET VERTICAL PEX -ALL SIZES 32 INCHES 10 FEET VERTICAL CAST IRON SOIL PIPE -AT EACH JOINT AND AT INTERVALS NOT TO EXCEED FIVE (5) FEET. HANGER RODS: PIPE SIZES ROD SIZES 1/2" TO 2" 3/8" 2-1/2" TO 3" 1/2" 4" AND LARGER 5/8" ALL HANGER RODS SHALL BE PROVIDED WITH DOUBLE NUTS AND THE NUTS SHALL BE LOCKED. GRADING OF PIPE: DOMESTIC HOT AND COLD WATER PIPING SHALL BE GRADED TO DRAIN COMPLETELY. INSTALL DRAIN AT ALL LOW POINTS. WASTE AND SOIL PIPING SHALL GRADE DOWNWARD IN THE DIRECTION OF FLOW AT THE RATE OF 1/4" PER FOOT. PIPE AND EQUIPMENT IDENTIFICATION: PIPE IDENTIFICATION: IN ALL ACCESSIBLE AREAS, INCLUDING ABOVE REMOVABLE CEILINGS IN EQUIPMENT ROOMS. IN EQUIPMENT ROOMS A DIRECTIONAL FLOW ARROW AND A STENCILED NAME IDENTIFYING THE PIPE CONTENTS SHALL BE PAINTED ON THE PIPE ADJACENT TO EACH VALVE. EACH BRANCH OR TAKEOFF, EACH POINT AT WHICH PIPES LEAVE OR ENTER A WALL, EVERY MAJOR CHANGE OF DIRECTION OF A PIPE, AND AT 20 FT. 2 LB GAS PIPING SHALL BE LABELED EVERY FOOT, ALL OTHER GAS PIPING SHALL BE LABELED EVERY 6'. INTERVALS ON LONG CONTINUOUS RUNS. STENCIL LETTERS AND FLOW ARROWS SHALL BE 1/2, 7/8 OR 1-3/4 INCH IN HEIGHT, DEPENDING ON THE SIZE OF THE PIPE OR EQUIPMENT. IN ALL CASES, THE LARGEST SIZE PRACTICAL SHALL BE USED. STAPLE LABELS TO INSULATION WHERE APPLICABLE. COVER ALL LABELS WITH CLEAR LACQUER OR CLEAR TAPE TO PREVENT PEELING. ABBREVIATIONS FOR IDENTIFICATION SHALL COMPLY WITH, BUT NOT BE LIMITED TO, THE FOLLOWING: DOMESTIC COLD WATER -DCW DOMESTIC HOT WATER -DHW DOMESTIC HOT WATER CIRCULATING -DHWR REFRIGERANT LIQUID -RL REFRIGERANT SUCTION -RS COMPRESSED AIR -CA DRAIN -D NATURAL GAS -G MECHANICAL SPECIFICATIONS SEE PLANS FOR ADDITIONAL DOMESTIC WATER LABELS VALVE IDENTIFICATION: ALL VALVES, REGARDLESS OF SIZE, SHALL BE IDENTIFIED WITH BRASS TAGS OF 0.51" THICKNESS, 1" BY 3" OR LARGER WITH 1/8" HIGH STAMPED LETTERS. THE TAG SHALL BE ATTACHED TO VALVES WITH RUSTPROOF KEY CHAINS. INFORMATION ON TAG SHALL INCLUDE FUNCTION OF VALVE AND ANY OTHER PERTINENT DATA. ABBREVIATIONS AS SHOWN SHALL BE USED, AS APPLICABLE. EQUIPMENT IDENTIFICATION: ALL EQUIPMENT INCLUDING, BUT NOT LIMITED TO, FAN-COIL UNITS, AIR HANDLING UNITS, EXHAUST FANS, PUMPS, HEAT EXCHANGER, EXPANSION TANK AND AIR SEPARATION TANK SHALL BE IDENTIFIED WITH SIGNS MADE OF LAMINATED PLASTIC WITH 1/8" OR LARGER ENGRAVED LETTERS. SIGNS SHALL BE SECURELY ATTACHED BY RUSTPROOF SCREWS OR SOME OTHER PERMANENT MEANS. INFORMATION ON SIGN SHALL INCLUDE NAME OF EQUIPMENT, RATING, MAINTENANCE INSTRUCTIONS, AND OTHER IMPORTANT DATA. THE MECHANICAL AND ELECTRICAL SCHEDULE SYMBOLS SHALL ALSO APPEAR ON IDENTIFICATION TAGS. SECTION 15250 -INSULATION RELATED DOCUMENTS: THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND GENERAL REQUIREMENTS (IF ANY) APPLY TO THE WORK SPECIFIED IN THIS SECTION. DESCRIPTION OF WORK: THE WORK UNDER THIS SECTION INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION AND SERVICES INCLUDED IN THE FOLLOWING INSULATION CLASSIFICATIONS: (NO INSULATION ON PEX PIPING) DOMESTIC HOT WATER PIPING DOMESTIC COLD WATER PIPING ABOVE GRADE RAIN WATER PIPING THERMAL DUCT WRAPPING QUALIFICATION OF WORKMEN: USE SUFFICIENT JOURNEYMEN INSULATORS AND SUPERVISORS IN THE EXECUTION OF THIS PORTION OF THE WORK TO INSURE PROPER AND ADEQUATE INSTALLATION OF INSULATION THROUGHOUT. COMPLIANCE WITH SPECIFICATION: WHENEVER REQUIRED DURING PROGRESS OF THE WORK, FURNISH PROOF ACCEPTABLE TO THE OWNER THAT ITEMS INSTALLED EQUAL OR EXCEED ALL REQUIREMENTS SPECIFIED FOR THIS WORK. PRODUCT HANDLING: PROTECTION: USE ALL MEANS NECESSARY TO PROTECT INSULATION MATERIALS BEFORE, DURING AND AFTER INSTALLATION. REPLACEMENT: IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY. FIRE HAZARD CLASSIFICATION FOR ALL INSULATION: ALL INSULATION SHALL HAVE SURFACE BURNING CHARACTERISTICS RATINGS AS TESTED BY ASTM E84, UL723 OR NFPA 255 NOT EXCEEDING: FLAME SPREAD 25 AND SMOKE DEVELOPED 50. COMPOSITE SHALL INCLUDE INSULATION, JACKETING AND ADHESIVES USED TO SECURE JACKETING OR FACING. ALL ACCESSORY ITEMS, SUCH AS PVC JACKETING AND FITTINGS, ADHESIVES, MASTIC, CEMENT, TAPE AND CLOTH, SHALL HAVE THE SAME COMPONENT RATINGS AS SPECIFIED ABOVE. PIPING INSULATION SHALL BE TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF U.L. "PIPE AND EQUIPMENT COVERING R5583 400 8.15". ACCEPTABLE MANUFACTURERS: OWENS-CORNING, JOHNS MANVILLE, PPG, KNAUF, OR CERTAIN-TEED. PIPE INSULATION: FIBERGLASS SECTIONAL PIPE INSULATION: SEE PIPE INSULATION SCHEDULE THIS SHEET. MINIMUM DENSITY OF 2 LBS. PER CUBIC FOOT. JACKETED WITH WHITE VAPOR BARRIER LAMINATED OF ALUMINUM FOIL AND WHITE KRAFT REINFORCED WITH GLASS FIBER STRANDS. JACKET SHALL HAVE FACTORY APPLIED SELF- SEALING LAP. THERMAL AIR DUCT WRAP: FIBERGLASS BLANKET INSULATION: THERMAL CONDUCTIVITY OF 0.27 BTU -IN. PER SQ. FT. PER HOUR AT 75°F MEAN TEMPERATURE. MINIMUM DENSITY OF ONE POUND PER CUBIC FOOT. JACKETED WITH ALUMINUM FOIL REINFORCED WITH FIBERGLASS SKRIM LAMINATED KRAFT FACING. OWENS-CORNING "FRK-25". PIPE INSULATION: ACCORDING TO GENERAL NOTES ON DRAWINGS FLUSHING AND CLEANING UPON COMPLETION OF TESTING, FLUSH ALL DOMESTIC WATER PIPING UNTIL WATER SHOWS NO DISCOLOTATION. CLEAN ALL VALVES, STAINERS, ETC. AFTER FLUSHING AND CLEANING, DISINFECT PIPE BY THE USE OF CHLORINE OR CHLORINE COMPOUNDS IN AMOUNTS TO PRODICE A COCENTRATION OF 50 PARTS PER MILLION, AT THE END OF 24 HOURS, FLUSH ALL PIPING UNTIL CHLORINE RESIDUAL IS LESS THAN 2 PARTS PER MILLION, IN ADDITION TO THE ABOVE REQIREMENTS PROVIDE ANY ADDITIONAL SYSTEM CLEANING AND DISINFECTING AS REQUIRED BY STATE OR LOCAL CODES. THERMAL DUCT WRAPPING: 1-1/2" (OR R-6) THICK FIBERGLASS BLANKET. INSTALLATION OF PIPE INSULATION. INSTALLATION SHALL BE CONTINUOUS THROUGH WALLS, FLOORS, PARTITIONS, SLEEVES, AND PIPE HANGERS, EXCEPTWHERE NOTED OTHERWISE. FIBERGLASS SECTION PIPE INSULATION: APPLY INSULATION TO PIPE AND SEAL WITH SELF-SEALING LAP. USE SELF-SEALING BUTT STRIPS TO SEAL BUTT JOINTS. EXCEPTION: INSULATION NOT REQUIRED OVER UNIONS, AND VALVEBODIES ON DOMESTIC HOT WATER.FITTINGS FOR PIPE SIZES SMALLER THAN 2-1/2" SHALL BE INSULATED AND FINISHED WITH HYDRAULIC SETTING INSULATING CEMENT TO A THICKNESS EQUAL TO THE ADJOINING PIPE INSULATION. FITTINGS FOR PIPE SIZES 2-1/2" AND LARGER SHALL BE INSULATED WITH SEGMENTS OF THE MOLDED INSULATION SECURELY WIRED IN PLACE AND FINISHED WITH A COST OF HYDRAULIC SETTING INSULATING CEMENT. ALL FITTINGS, REGARDLESS OF PIPE SIZE, SHALL BE FINISHED WITH 4 OUNCE CANVAS AND COATED WITH CHILDREN'S WHITE CP-50A "CHIL-SEAL". THIS SEALANT SHALL CONFORM TO NFPA STANDARD 90A, NFPA FIRE CODE 220 (B) AND SHALL MEET FIRE HAZARD REQUIREMENTS OF GSA AND MIL-A-3316B, CLASS 1, GRADE A/B. INSTALLATION OF THERMAL AIR DUCT WRAP: WRAP ALL SUPPLY AIR DUCTS AND ALL RETURN AIR DUCTS. DUCTS THAT ARE INTERNALLY INSULATED NEED NOT BE WRAPPED. APPLICATION, RECTANGULAR DUCT: APPLY OVER CLEAN, DRY SHEET METAL DUCT. INSTALL TO ALLOW MAXIMUM FULLNESS AT CORNERS, 1" MINIMUM THICKNESS AT CORNERS. BUTT INSULATION TIGHTLY AT JOINTS AND OVERLAP VAPOR BARRIER FACING 2" MINIMUM. REMOVE INSULATION FROM LAPS PRIOR TO STAPLING. STAPLE ALL SEAMS 6" ON CENTERS OUTWARD CLINCHING STAPLES, THEN SEAL WITH FOIL VAPOR BARRIER TAPE. WHERE DUCTS ARE OVER 24" IN WIDTH, SECURE DUCT WRAP TO THE BOTTOM OF DUCT WITH MECHANICAL FASTENERS ON 16" CENTERS TO PREVENT SAGGING. SEAL PENETRATIONS TO PROVIDE A VAPOR- TIGHT SYSTEM. ALL VERTICAL SECTIONS OF DUCTS SHALL BE MECHANICALLY PINNED ON 16" CENTERS, AT LEAST ONE PIN PER SIDE. SEAL PENETRATIONS OF VAPOR BARRIER TO PROVIDE A VAPOR-TIGHT SYSTEM. APPLICATION, ROUND DUCT: APPLY OVER CLEAN, DRY SHEET METAL DUCT. INSTALL INSULATION TO ALLOW FULL THICKNESS. BUTT INSULATION TIGHTLY AT JOINTS, AND OVERLAP VAPOR BARRIER FACING 2" MINIMUM. REMOVE INSULATION FROM LAPS PRIOR TO STAPLING. STAPLE ALL SEAMS 6" ON CENTERS WITH OUTWARD CLINCHING STAPLES, THEN SEAL WITH FOIL VAPOR BARRIER TAPE. ALL VERTICAL SECTIONS OF DUCTS 8" DIAMETER AND LARGER SHALL BE MECHANICALLY PINNED ON 16" CENTERS, A MINIMUM OF FOUR PINS AROUND THE CIRCUMFERENCE. SEAL PENETRATION OF VAPOR BARRIER TO PROVIDE A VAPOR- TIGHT SYSTEM. AIR TESTING AND BALANCING GC TO HIRE NEBB CERTIFIED THIRD PARTY TEST AND BALANCE (TAB) CONTRACTOR. TAB CONTRACTOR SHALL ADJUST SHEAVES, BELTS, DAMPERS, ETC AS NECESSARY TO BALANCE SYSTEM TO AIRFLOWS REQUIRED AT LOWEST POSSIBLE SPEEDS. TAB CONTRACTOR SHALL VERIFY THE OUTSIDE AIR AT EACH RTU IS AS SCHEDULED. FOLLOW PROCEDURES AS LAID FORTH IN THE CURRENT VERSION OF "PROCEDURAL STANDARDS FOR TESTING ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS" BY NEBB. PROVIDE REPORT ON NEBB FORMS. System Design Verification (SDV) If ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and Installation Manual. Typically, the SDV will be performed after all inspections are complete. Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site. These issues will be documented and forwarded to the appropriate sales office. If CAS Service has to resolv e a discrepancy that is a field issue, the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified. There will be no additional charges for manufacturer discrepancies. num. description date 9-15-1502.06.20 4" APPROX.VENT KIT FURNISHED WITH FURNACE COMBUSTION AIR INTAKE FLUE 12" MINNOTE: INSTALL AS PER MANUFACTURE'S INSTRUCTIONS OVERHEAD STRUCTURAL MEMBER #10 SHEET METAL SCREW, 6" O.C. (TYPICAL) DOUBLE FOLD STRAP & SECURE WITH 3/8" DIA. EXPANSION BOLT (TYPICAL) BEND TAB UNDER DUCT ROUND DUCT 3/8" DIA. BOLT AND NUT NOTE: USE SPECIFIED SPACING AND NOT LESS THAN ONE SUPPORT PER BRANCH. OPEN WEB STRUCTURE NOTE: ONE HANGER REQUIRED DUCT 24" DIA. AND SMALLER, TWO HANGERS REQUIRED FOR DUCTS 26" DIA. AND LARGER. NOTE: REFER TO SMACNA HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE - THIRD EDITION FOR ALL REQUIREMENTS 1-1/4" x 16 GAUGE SHEET METAL STRAP, (TYPICAL). GRIPPLE HANGERS USING AIRCRAFT CABLE ARE ALSO ACCEPTABLE THE VELOCITY RATED SIDE OF LINER MUST FACE THE AIR FLOW NOT MORE THAN 2" FROM EDGE OF LINER ALL ENDS OF LINER TO BE COATED WITH ADHESIVE. ENDS OF LINER SHALL BE BUTTED FIRMLY TOGETHER AND TAPED OVER. (MIRACLE PF96) GALV. SHT. METAL DUCT LINER TO BE ADHERED TO DUCT WITH 90% MIN. AREA COVERAGE OF (MIRACLE PF96) ADHESIVE METAL FASTENERS 12" O.C. MAX. FOR BELOW 2500 FPM VELOCITY DUCT LINER SEE SPEC FOR THICKNESS METAL FASTENERS: OMARK INSUL-PINS, DURA DYNE FASTENERS OR GRIP NAILS. GRIP NAILS SHALL BE INSTALLED BY "GRIP NAIL AIR HAMMER" OR BY AUTOMATIC FASTENER EQUIP. TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDES LAPPED & BUTTED CORNERS DUCT LINER (SEE SPEC. FOR THICKNESS) CABLE SCHEDULE 6X19 IWRC 6X19 IWRC 7X19 GALV. 7X19 GALV. 7X19 GALV. 7X19 GALV. 7X19 GALV. 1/2" 7/16" 3/8" 5/16" 1/4" 3/16" 1/8" CABLE DIA. 8-7/8" 7-3/8" 6-3/4" 5-3/4" 5-1/4" 18" 17" A 3-7/8" 3-5/8" 3-1/4" 2-5/8" 1-1/8" 1" 1" 13/16" 2-3/8" 1-7/8" 1-5/8" B 11/16" 5/8" 5/8" C CABLE DESIGN NOTES: 1. CABLES, THIMBLES, CABLE CLIPS, GROMMETS, FLAT WASHERS AND NEOPRENE WASHERS ARE TO BE FURNISHED BY RESTRAINT MANUFACTURER. ALL OTHER HARDWARE TO BE PROVIDED BY CONTRACTOR. 2. CABLE CLIPS MUST BE ORIENTED AS SHOWN WITH SHORT END OF CABLE ON THE CURVED PART OF THE CLIP. 3. CABLE CLIPS (SAME SIZE AS CABLE) MUST BE ORIENTED AS SHOWN WITH SHORT END OF CABLE ON THE CURVED PART OF THE CLIP. 4. ENTIRE RESTRAINT SYSTEM SHALL BE AMBER BOOTH OR EQUAL. EFFECTIVE LENGTH 3/4" 5/8" 5/8" 5/8" 7660 5920 4800 3260 3/8" 3/8" 3/8" 2330 1400 660 23000 17800 14400 9800 7000 4200 2000 ALLOWABLE LOAD (lbf) BOLT SIZE BREAKING STRENGTH (lbf) A B C NOTE: BRANCH DUCT PER SMACNA 45° ENTRY HIGH VELOCITY DUCT SYSTEMS THE ENTRY OPENING SHOULD BE NOTED: WHEN USING THIS TAKE-OFF FOR "NOT TO EXCEED 1500 FPM" TO AVOID NOISE GENERATION. 6" MIN.MAIN DUCT SUPPORTS OR UNISTRUT HANGER STRAPS #10 X 3/4" SELF TAPPING CADMIUM PLATED SHEET METAL SCREWS ALL STRAPS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS (TYPICAL) W/LOCKING QUADRAT. SPIN-IN DAMPER INSULATED SHEET METAL DUCT FACED INSULATION RIGID DUCT W/FOIL INSULATED FLEX MAX. 4' LONG. PLASTIC ZIP TIES UL-181 RATED PLASTIC ZIP TIES SQUARE DIFFUSER NO POP RIVETS ALLOWED CEILING SEE ARCH. PLANS. UNITS OPENINGS ROOF TOP UNIT ROOF CURB BY RTU MANUFACTURER. (24" MIN. HIGH) ROOF DECK (SUPPLY & RETURN) DUCT LINER EXPANSIVE FOAM TO BE USED TO SEAL DUCT PENETRATIONS SUPPLY AND RETURN CONTINUOUS WOOD SHIM TO LEVEL CURB BY G.C. DUCTWORK SIZED PER 3 -15 TONS DRAIN DIRECTLY ON ROOF. BE A MINIMUM OF 1"Ø AND IS TO PVC TRAP BY M.C. - TRAP TO GLASS BATT INSULATION FILL VOIDS WITH FIBER FILL VOIDS WITH FIBER GLASS BATT INSULATION SEE STRUCTURAL STEEL ANGLE BEHIND RIGID INSULATION ROOFING MATERIAL COUNTER FLASHING GLASS BATT INSULATION FILL VOIDS WITH FIBER 6" MICRO-HOLD UNIT BASE RAIL SEISMIC MICRO-HOLD SEISMIC CLIPS 16ga. GAL. STEEL SEISMIC MICRO-HOLDS PROVIDED BY RTU MANUFACTURE. PROVIDE 4 PER ROOF TOP UNIT. HOLDS TO BE INSTALLED 2 PER SIDE ON THE LONG SIDES OF THE UNIT. ATTACH SEISMIC CLIPS USING (4) #10x1/2" TEK SCREWS ATTACH SEISMIC CLIPS USING (4) #10x1/2" TEK SCREWS 1" FLASH ROOF CURB WATERTIGHT18"STRUCTURAL DRAWINGS ROOF TRUSS, REFER TO BUG SCREEN # 1 2 3 4 5 10 11 12 9 8 12 6 NOTES BY SYMBOL ( ): NOTE: FOR HORIZONTAL DUCT RUN ONLY 1.DOOR HOLE 2.ACCESS FRAME WELDED TO DUCT 3.14" DIA. ALL THREAD RODS 4.ACCESS COVER - 16 GAUGE 5.INSULATION PINS - WELDED 6.(1)-DUCT WRAP 7.(1)-DUCT WRAP 1.5" OVERLAP 8.SPEED CLIPS 9.ALUMINUM TAPE AT EDGES 10.SPOOL PIECES FOR THREADED RODS 11.14" DIAMETER WING NUTS FLASHING AND COUNTER INSULATED CURB BY MC. PREFABRICATED AND FLASHING BY G.C. CURB HEIGHT DETERMINED BY LOCAL AHJ ATTENUATING CURB SOUND 1" ELASTOMERIC FOAM INSULATION FULL WIDTH AND LENGTH OF CURB WITH FLEXIBLE PENETRATION CAULKING SEAL ROOF TO CURB SCREW DUCT WITH EYELETS ANCHOR CABLE ATTACH TO CURB ATTACH TO GREASE EXHAUST FAN GREASE DUCT ACCESS PANEL 16 GAUGE CARBON STEEL OR 18 GAUGE STAINLESS STEEL BOX GREASE COLLECTOR OR STEEL STRUCTURE BELOW INSTALL CURB TO TOP OF DECK FLASHING AND COUNTER INSULATED CURB BY MC. PREFABRICATED AND FLASHING BY G.C. 14" CURB ATTENUATING CURB GRAVITY OR MOTORIZED BACK DRAFT DAMPER - SOUND PER SCHEDULE 1" ELASTOMERIC FOAM INSULATION FULL WIDTH AND LENGTH OF CURB WITH FLEXIBLE PENETRATION CAULKING SEAL ROOF TO CURB SCREW DUCT FAN WITH EYELETS ANCHOR CABLE ATTACH TO CURB ATTACH TO SHEET METAL DUCT EXHAUST FAN OR STEEL STRUCTURE BELOW INSTALL CURB TO TOP OF DECK PROVIDE BIRD-SCREEN (TYPE I) 1/2" ALL THREAD ROD COMBUSTABLES VELOCITY OF 500 FPM MIN. PRE-FABRICATED DOUBLE WALL GREASE DUCT- SEE M505 4) 3) 2) NOTE: 1) HOOD CONTRACTORPROVIDED BY NOZZLESFIRE SUPPRESSION INCANDESCENT LIGHT VAPORPROOF ROOF CURBBY HOOD MFGR.40" (MIN.)18" (MIN.)NON-COMBUSTIBLE WALL TRANSITION AS REQUIRED HOOD CONNECTION U.L. CLASSIFIED BAFFLE-TYPE GREASE FILTER SLOPED GREASE DRAIN W/ REMOVABLE CUP FLEXIBLE HOSE PROVIDED BY MANUFACTURER INSTALLED BY P.C. ON HINGED SIDE OF FAN TO ALLOW ACCESS TO GREASE DUCT. THE ENTIRE GREASE EXHAUST SYSTEM SHALL MEET CURRENT REQUIREMENTS OF NFPA 96, STATE CODES, LOCAL REGULATIONS AND IMC 506.10 & 507.10 REQUIREMENTS. M.C. SHALL INSTALL GREASE DUCT IN STRICT ACCORDANCE WITH MFG. LISTED INSTALLATION INSTRUCTIONS FOR FIRE RATING AND CLEARANCES REQUIRED. NONCOMBUSTIBLE CEILING (SEE ARCH. DWGS) HINGED EXHAUST FAN, COORD. WITH E.C. AND P.C. DISCONNECT SWITCH PROVIDED BY MANUFACTURER ON HINGED SIDE OF FAN TO ALLOW ACCES TO GREASE DUCT. TO HOOD CONTROL PANEL ALL EXH. DUCTWORK SHALL BE SLOPED 1/4" PER FOOT MIN. TOWARD HOOD OR RESIDUE TRAP REQUIREMENTS SHOWN ARE FOR A TYPE "1" HOOD IN A SINGLE STORY BUILDING WITH NON-RATED ROOF ASSEMBLY. HOOD SHALL BE LISTED BY NATIONAL AGENCY. CLEAN-OUTS SHALL BE PROVIDED IN GREASE EXHAUST DUCT AT ALL CHANGES IN DIRECTION. THE CLEAN-OUT PANEL SHALL BE MADE OF THE SAME MATERIAL AND THICKNESS AS THE DUCT. THE C.O. PANEL SHALL HAVE A GASKET OR SEALANT THAT IS RATED FOR 1500°F MIN. AND SHALL BE GREASE TIGHT. FASTENERS USED TO SECURE THE C.O. PANELS, SUCH AS WELDED STUDS, LATCHES, OR WING NUTS SHALL BE CARBON STEEL AND SHALL NOT PENETRATE DUCT WALLS. G.C. SHALL PROVIDE FIRE RATED ACCESS PANEL AT THE DUCT ENCLOSURE TO ACCESS DUCT CLEANOUTS. A SIGN SHALL BE PLACED ON ALL FIRE SHIELDING ACCESS PANELS STATING-"ACCESS PANEL-DO NOT OBSTRUCT". 40" MIN. ABOVE ROOF OR THE HIGHEST PART OF THE ROOF WITHIN 5'-0". OPEN WEB STEEL JOIST VERTICAL HANGER FRAMING CHANNEL 12 GAUGE STRUT CHANNEL 3 PANEL POINTS MINIMUM ALTERNATE HINGED CONNECTION TRANSVERSE OR LONGITUDINAL BRACE 1/2" BOLT WITH P WASHER EACH SIDE OF PANEL POINT TYPE A,B,C, & D EXISTING HOOD OUTLET SLIP JOINT - SEE DETAIL SILICONE SEALANT TRANSITION AS REQUIRED NEW EXHAUST DUCT 30° MAX. MOUNT T-STATS AS SHOWN IN ORDER, CENTERED ON WALL LEFT-TO-RIGHT 48" AFFFLASHING AND COUNTER INSULATED CURB BY MC. PREFABRICATED AND FLASHING BY G.C. CURB HEIGHT DETERMINED BY LOCAL AHJ ATTENUATING CURB SOUND 1" ELASTOMERIC FOAM INSULATION FULL WIDTH AND LENGTH OF CURB WITH FLEXIBLE PENETRATION CAULKING SEAL ROOF TO CURB SCREW DUCT WITH EYELETS ANCHOR CABLE ATTACH TO CURB ATTACH TO GREASE/SMOKER EXHAUST FAN SMOKER DUCT - SEE PLANS FOR DETAILS BOX GREASE COLLECTOR OR STEEL STRUCTURE BELOW INSTALL CURB TO TOP OF DECK 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/23/2020 3:54:59 PM R&R BBQ - MERIDIANMECHANICAL DETAILSME5013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPSCALE: NTS 15 CONCENTRIC VENT KIT DETAIL SCALE: NTS 6 DUCT HANGER SCALE: NTS 3 DUCT LINER SCALE: NTS 16 CABLE CONSTRUCTION SCALE: NTS 11 TYPICAL DUCT TAKEOFF DETAIL SCALE: NTS 5 DIFFUSER MOUNTING DETAIL (SQUARE) SCALE: NTS 2 ROOFTOP UNIT CURB DETAIL (RTUs & MAUs) SCALE: NTS 14 WATER HEATER EXHAUST DETAIL SCALE: NTS 10 GREASE DUCT ACCESS DOOR DETAIL SCALE: NTS 9 GREASE EXHAUST FAN AND CURB DETAIL SCALE: NTS 7 RESTROOM EXHAUST FAN AND CURB DETAIL SCALE: NTS 1 TYP. TYPE 1 GREASE HOOD AND DUCT DETAIL SCALE: NTS 8 CONNECTION TO OPEN WEB STEEL JOISTS SCALE: NTS 13 HOOD CONNECTION DETAIL SCALE: NTS 4 T-STAT MOUNTING DETAIL num. description date 4 City Review Comments 3.24.20 SCALE: NTS 12 SMOKER EXHAUST FAN AND CURB DETAIL 4 9-15-1503.23.20 FOR QUESTIONS CONTACT 2698 S Redwood Road, Suite S West Valley, UT 84119 reg87@captiveaire.com STEVE SCHOENFELD PHONE: (801) 878-3677 FAX: (919) 227-5953 C USwww.captiveaire.comSHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESC RIPT ION DATE: A C C O R D A N C E N o . 96B U IL T N F P A W I T H I N SLIDTER TYPICAL ANSUL R-102 SYSTEM LAYOUT REMOTE MANUAL PULL STATION REMOVABLE STAINLESS STEEL SERVICE DOOR AGENT TANK OEM RELEASE/ BRACKET ASSEMBLY PLENUM PROTECTION NOZZLE DUCT PROTECTION NOZZLE DETECTORS APPLIANCE PROTECTION NOZZLE OPTIONAL PRE-WIRED ELECTRICAL TERMINAL BOX WITH TERMINAL STRIPS, 3-PHASE CONTACTORS AND OVERLOADS (IF APPLICABLE)FAN AND LIGHT CONTROL PANEL 4207939 MASTER DRAWING stevesch 3/26/2020R&R - Meridian 3/4" = 1'-0"3680 E Fairview Ave.,Utah Office2698 S. Redwood Rd., Suite S, West Valley, UT, 84119 PHONE: (801) 878-3677 FAX: (919) 227-5953 EMAIL: reg87@captiveaire.comMERIDIAN, ID, 836427' 3"Nom./7' 3.00"OD 7'-6.00" Overall Length 60" 18" 22 1/2" 9" 12" 24" 45" 9" 12" 24" 1" LAYER OF INSULATION FACTORY INSTALLED IN 3.00" END STANDOFF MEETS 0" REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. 3" 1" LAYER OF INSULATION FACTORY INSTALLED IN INTERNAL BACK STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. 3" § 43 1/2"43 1/2" 11 1/2" ∅16" PLAN VIEW - Hood #1 7' 3.00" LONG 6024ND-2-PSP-F U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly 6' 0"Nom./6' 0.00"OD 19 1/4" 9" 12" 24" 33 1/2" 9" 12" 24" § 36"36" 10" ∅12" PLAN VIEW - Hood #2 6' 0.00" LONG 6024ND-2-PSP-F U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly 1" LAYER OF INSULATION FACTORY INSTALLED IN 3" INTERNAL STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. GREASE DRAIN WITH REMOVABLE CUP SEE HOOD TABLE §EXHAUST RISER HANGING ANGLE L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) 23.5% OPEN STAINLESS STEEL PERFORATED PANEL ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 6" 2 3/4" 18" 18" FIELD WRAPPER 17.00" HIGH (SEE HOOD OPTIONS TABLE) 1" LAYER OF INSULATION FACTORY INSTALLED ON TOP OF HOOD. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES 20" 4" 4 1/2" 21" 27" 80" RIGHT VERTICAL END PANEL WITH ADJUSTABLE LEGS GAS CHASE CUTOUT (FOR GAS AND POWER LINES) EQUIPMENT BY OTHERS 48.0" MAX 80" 24" NOM. 60" SECTION VIEW - MODEL 6024ND-2-PSP-F HOOD - #1 20" CAPTRATE SOLO FILTER WITH HOOK 3" INTERNAL STANDOFF GREASE DRAIN WITH REMOVABLE CUP SEE HOOD TABLE §EXHAUST RISER HANGING ANGLE L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) 23.5% OPEN STAINLESS STEEL PERFORATED PANEL ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 6" 2 3/4" 18" 18" FIELD WRAPPER 17.00" HIGH (SEE HOOD OPTIONS TABLE) 23" 23" RIGHT QUARTER END PANEL EQUIPMENT BY OTHERS 48.0" MAX 80" 24" NOM. 60" SECTION VIEW - MODEL 6024ND-2-PSP-F HOOD - #2 IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TOENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 20" CAPTRATE SOLO FILTER WITH HOOK 4 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/26/2020 12:58:17 PM R&R BBQ - MERIDIANKITCHEN HOOD DETAILSME5023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 4 City Review Comments 3.24.20 9-15-1503.26.20 AND PREWIRE PACKAGEFIRE SUPPRESSION SYSTEMUTILITY CABINET CONTAININGFOR QUESTIONS CONTACT 2698 S Redwood Road, Suite S West Valley, UT 84119 reg87@captiveaire.com STEVE SCHOENFELD PHONE: (801) 878-3677 FAX: (919) 227-5953 C USwww.captiveaire.comSHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESC RIPT ION DATE:A C C O R D AN C E N o . 9 6 B U I L T N F P A W I T H I N SLIDTER 5' 0"Nom./5' 0.00"OD 6'-0.00" Overall Length 60" 12" 18" 19 1/4" 9" 12" 24" 33 1/2" 9" 10" 24" 3" § 30" 30" 10" ∅12" PLAN VIEW - Hood #3 5' 0.00" LONG 6024ND-2-PSP-F U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly FAN SWITCHES LIGHT AND 4207939 MASTER DRAWING stevesch 3/26/2020R&R - Meridian 3/4" = 1'-0"3680 E Fairview Ave.,Utah Office2698 S. Redwood Rd., Suite S, West Valley, UT, 84119 PHONE: (801) 878-3677 FAX: (919) 227-5953 EMAIL: reg87@captiveaire.comMERIDIAN, ID, 836428' 0"Nom./8' 0.00"OD 60" 18" 24" 9" 12" 28" 48" 9" 12" 28" 3" § 48"48" 11" ∅14" PLAN VIEW - Hood #4 8' 0.00" LONG 6024ND-2-PSP-F U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly 3" INTERNAL STANDOFF GREASE DRAIN WITH REMOVABLE CUP SEE HOOD TABLE §EXHAUST RISER HANGING ANGLE L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) 23.5% OPEN STAINLESS STEEL PERFORATED PANEL ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 6" 2 3/4" 18" 18" FIELD WRAPPER 17.00" HIGH (SEE HOOD OPTIONS TABLE) 23" 23" LEFT AND RIGHT QUARTER END PANELS EQUIPMENT BY OTHERS 48.0" MAX 80" 24" NOM. 60" SECTION VIEW - MODEL 6024ND-2-PSP-F HOOD - #4 IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED- COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 20" CAPTRATE SOLO FILTER WITH HOOK 3" INTERNAL STANDOFF GREASE DRAIN WITH REMOVABLE CUP SEE HOOD TABLE §EXHAUST RISER HANGING ANGLE L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) 23.5% OPEN STAINLESS STEEL PERFORATED PANEL ATTACHING PLATES SUPPLY RISER WITH VOLUME DAMPER 6" 2 3/4" 18" 18" FIELD WRAPPER 18.00" HIGH (SEE HOOD OPTIONS TABLE) 23" 23" LEFT AND RIGHT QUARTER END PANELS EQUIPMENT BY OTHERS 48.0" MAX 80" 24" NOM. 60" SECTION VIEW - MODEL 6024ND-2-PSP-F HOOD - #3 IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED- COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 20" CAPTRATE SOLO FILTER WITH HOOK 4 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/26/2020 12:58:20 PM R&R BBQ - MERIDIANKITCHEN HOOD DETAILSME5033680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 4 City Review Comments 3.24.20 9-15-1503.26.20 FOR QUESTIONS CONTACT 2698 S Redwood Road, Suite S West Valley, UT 84119 reg87@captiveaire.com STEVE SCHOENFELD PHONE: (801) 878-3677 FAX: (919) 227-5953 C USwww.captiveaire.comSHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESC RIPT ION DATE: A C C O R D A N C E N o . 96B U IL T N F P A W I T HI NSLIDTERFAN BASE CURB ATTACH GREASE BOX COVER TO THE CURB 3" BELOW USING (3) LONG (3/4" LG.) SCREWS AS SHOWN. TOP EDGE OF CURB. INSTALL GREASE PIPE AS SHOWN. GREASE BOX SEPARATOR GREASE BOX COVER GREASE BOX (OPTIONAL) GREASE PIPE (OPTIONAL) CURB "A" DETAIL FAN FAN IN OPEN POSITION GREASE BOX INSTALLATION ELECTRICAL PACKAGE NOTES HINGE KIT DETAIL FAN IN CLOSED POSITION ATTENTION: INSTALLER SHOULD SUPPLY ENOUGH ELECTRICAL CORD TO LET FAN MAKE PROVIDED TO OPERATE THE HOOD LIGHTS AND FANS. A PRE-WIRED ELECTRICAL CONTROL PACKAGE SHALL BE ADDITIONAL FIRE SYSTEM ACTIVATED DRY CONTACTS. DOUBLE-DUAL FIRE SYSTEM MICROSWITCH CONNECTION. FOR SUPPLY FAN SHUTDOWN AND OTHER RELAY FOR INPUT/OUTPUT TERMINAL STRIPS, AND A TERMINAL FOR SUPPLIED BY THE ELECTRICAL CONTRACTOR. OVERLOAD ASSEMBLY FOR EACH FAN(OPTIONAL), NUMBERED SWITHCH(ES) AND RED-LIGHTED FAN SWITCH(ES), STARTER/ PACKAGE SHALL CONSIST OF SWITCH PANEL WITH LIGHT BETWEEN THE PRE-WIRE PACKAGE AND FAN(S) SHALL BE ONE RELAY IS WIRED TO MICROSWITCH (IN FIRE SYSTEM) CONNECTED TO THE NUMBERED TERMINAL STRIP. CONDUIT ELECTRICAL CONDUIT DROPS FROM THE FAN(S) SHALL BE4. 3. 1. 2. GREASE PIPE COMPLETE SWING. CURB (LEFT) PLATE FAN BASE PLATE (LEFT) FAN - VARIABLE SPEED CONTROL - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300°F (149°C) - WEATHERPROOF DISCONNECT EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. NORMAL TEMPERATURE TEST 26 28 39 3/8 16 1/2 2 22 5/8 - INTERNAL WIRING - ROOF MOUNTED FANS - RESTAURANT MODEL FEATURES: - DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 33 3/4 GREASE DRAIN - GREASE CLASSIFICATION TESTING - UL705 AND UL762 AND ULC-S645 ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. 3" FLANGE 26 26 ROOF OPENING DIMENSIONS 20 GAUGE CONSTRUCTION STEEL 22" 26 1/2" 26 1/2" VENTED CURB EXAMPLE: 7/12 PITCH = 30° SLOPE PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH: 0" 0° 12" FAN #1 DU180HFA - EXHAUST FAN OPTIONS GREASE BOX. EXHAUST FAN HEAT BAFFLE. FAN BASE CERAMIC SEAL - SHIP LOOSE - FOR GREASE DUCTS. - VARIABLE SPEED CONTROL - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300°F (149°C) - WEATHERPROOF DISCONNECT EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. NORMAL TEMPERATURE TEST 26 28 39 3/8 16 1/2 2 22 5/8 - INTERNAL WIRING - ROOF MOUNTED FANS - RESTAURANT MODEL FEATURES: - DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 33 3/4 GREASE DRAIN - GREASE CLASSIFICATION TESTING - UL705 AND UL762 AND ULC-S645 ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. 3" FLANGE 26 26 ROOF OPENING DIMENSIONS 20 GAUGE CONSTRUCTION STEEL 22" 26 1/2" 26 1/2" VENTED CURB EXAMPLE: 7/12 PITCH = 30° SLOPE PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH: 0" 0° 12" FAN #2 DU180HFA - EXHAUST FAN OPTIONS GREASE BOX. FAN BASE CERAMIC SEAL - SHIP LOOSE - FOR GREASE DUCTS. 4207939 MASTER DRAWING stevesch 4 2/3/2020R&R - Meridian 3/4" = 1'-0"Utah Office2698 S. Redwood Rd., Suite S, West Valley, UT, 84119 PHONE: (801) 878-3677 FAX: (919) 227-5953 EMAIL: reg87@captiveaire.comEXHAUST FAN INFORMATION - Job#4207939 EF-1 EF-2 EF-3 DU180HFA DU180HFA DU85HFA 2175 2640 1860 1.369 1.226 1.327 1254 1267 1587 1.000 1.500 1.000 0.7750 0.8390 0.6160 3 3 1 208 208 208 3.8 4.4 6.9 502 FPM 610 FPM 589 FPM 154 163 97 18 18.9 21 FAN UNIT NO. TAG FAN UNIT MODEL #CFM ESP.RPM H.P.B.H.P.∅VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS.)SONES MUA FAN INFORMATION - Job#4207939 MAU-1 A3-D.500-24D 24MF-3-MOD A3-D.500 3500 5340 0.500 1393 7.500 4.2610 3 208 21.1 26.4A 45A 95.0°F 63.0°F 75.0°F 63.0°F 1342 13.9 FAN UNIT NO. TAG FAN UNIT MODEL #BLOWER HOUSING MIN CFM DESIGN CFM ESP. RPM H.P. B.H.P.∅VOLT FLA MCA MOCP EVAP COOLER ENTERING DB TEMP. EVAP COOLER ENTERING WB TEMP. EVAP COOLER LEAVING DB TEMP. EVAP COOLER LEAVING WB TEMP. WEIGHT (LBS.)SONES GAS FIRED MAKE-UP AIR UNIT(S) MAU-1 407511 374910 80 deg F 7 in. w.c. - 14 in. w.c. Natural 92 FAN UNIT NO. TAG INPUT BTUs OUTPUT BTUs TEMP. RISE REQUIRED INPUT GAS PRESSURE GAS TYPE BURNER EFFICIENCY(%) FAN OPTIONS EF-1 EF-2 EF-3 MAU-1 1 - Grease Box 1 - Exhaust Fan Heat Baffle 1 - Fan Base Ceramic Seal - Ship Loose - For Grease Ducts 1 - Grease Box 1 - Fan Base Ceramic Seal - Ship Loose - For Grease Ducts 1 - Grease Box 1 - Fan Base Ceramic Seal - Ship Loose - For Grease Ducts 1 - ECM Wiring Package - PWM Signal from ECPMO3 Prewire (TELCO Motor), CCW Rotation 1 - AC Interlock Relay - 24VAC Coil 1 - Motorized Backdraft Damper for A3-D Housing 1 - Low Fire Start 1 - Inlet Pressure Gauge, 0-35" 1 - Manifold Pressure Gauge, -5 to 15" wc 1 - Freeze Protection Drain Kit for Evaporative Coolers 1 - Separate 120V Wiring Package (Required and used only for DCV or Prewire with VFD) - Three Phase Only FAN UNIT NO. TAG OPTION (Qty. - Descr.) FAN ACCESSORIES EF-1 EF-2 EF-3 MAU-1 YES YES YES YES FAN UNIT NO. TAG EXHAUST GREASE CUP GRAVITY DAMPER WALL MOUNT SUPPLY SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT CURB ASSEMBLIES EF-1 EF-2 EF-3 MAU-1 # 1 # 2 # 3 # 4 # 4 34 LBS 34 LBS 41 LBS 94 LBS Curb Curb Curb Curb Rail 26.500"W x 26.500"L x 22.000"H Vented Hinged 26.500"W x 26.500"L x 22.000"H Vented Hinged 23.000"W x 23.000"L x 22.000"H Vented Hinged 35.000"W x 84.000"L x 20.000"H Insulated 4.000"W x 4.000"L x 36.000"H NO.ON FAN WEIGHT ITEM SIZE 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:51:55 PM R&R BBQ - MERIDIANKITCHEN EF/MAU DETAILSME5043680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 9-15-1502.06.20 TYPICAL HOOD CONTROL PANEL INSTALLATION CONTROL PANEL LCD INTERFACE DUCT TEMPERATURE SENSOR ROOM TEMPERATURE SENSOR Demand Control Ventilation Hood Control Panel Specifications: - Controls shall be listed by ETL (UL 508A) and shall comply with demand ventilation system turndown requirements outlined in IECC 403.2.8 (2015). - The control enclosure shall be NEMA 1 rated and listed for installation inside of the exhaust hood utility cabinet. The control enclosure may be constructed of stainless steel or painted steel. - Temperature probe(s) located in the exhaust duct riser(s) shall be constructed of stainless steel. - A digital controller shall be provided to activate the hood exhaust fans dynamically based on a fixed differential between the ambient and duct temperatures sensors. This function shall meet the requirements of IMC 507.1.1. - A digital controller shall provide adjustable hysteresis settings to prevent cycling of the fans after the cooking appliances have been turned off and/or the heat in the exhaust system is reduced. - A digital controller shall provide an adjustable minimum fan run-time setting to prevent fan cycling. - Variable Frequency Drives (VFDs) shall be provided for fans as required. The digital controller shall modulate the VFDs between a minimum setpoint and a maximum setpoint on demand. The duct temperature sensor input(s) to the digital controller shall be used to calculate the speed reference signal. - The VFD speed range of operation shall be from 0% to 100% for the system, with the actual minimum speed set as required to meet minimum ventilation requirements. - An internal algorithm to the digital controller shall modulate supply fan VFD speed proportional to all exhaust fans that are located in the same fan group as the supply fan. - The system shall operate in PREP MODE during light cooking load or COOL DOWN MODE when sufficient heat remains underneath the hood system after cooking operations have completed. Operation during either of these periods will disable the supply fans and provide an exhaust fan speed that is equal to the minimum ventilation requirement. - A digital controller shall disable the supply fan(s), activate the exhaust fan(s), activate the appliance shunt trip, and disable an electric gas valve automatically when fire condition is detected on a covered hood. - A digital controller shall allow for external BMS fan control via Dry Contact (external control shall not override fan operation logic as required by code). - An LCD interface shall be provided with the following features: a. On/Off push button fan & light switch activation b. Integrated gas valve reset for electronic gas valves (no reset relay required) c. VFD Fault display with audible & visual alarm notification d. Duct temperature sensor failure detection with audible & visual alarm notification e. Mis-wired duct temperature sensor detection with audible & visual alarm notification f. A single low voltage Cat-5 RJ45 wiring connection g. An energy savings indicator that utilizes measured kWh from the VFDs Sequence of Operations: The hood control panel is capable of operating in one or more of the following states at any given time: - Automatic: The system operates based on the differential between room temperature and the temperature at the hood cavity or exhaust duct collar. Fans activate at a configurable temperature differential threshold. Depending on the job configuration each fan zone can be configured as static or dynamic. These terms refer to whether a variable motor (such as EC Motors or VFD driven motors) modulate with temperature. If the panel is equipped with variable speed fans and the zone is defined as "dynamic", these will modulate within a user-defined range based on the temperature differential. Panels equipped with variable speed fans and a fan zone defined as "static", fans will run at a set speed calculated for the drive. Demand control ventilation systems are capable of modulating exhaust and make up air fan speeds per the requirements outlined in IECC 403.2.8. - Manual: The system operates based on human input from an HMI. - Schedule: A weekly schedule can be set to run fans for a specified period throughout the day. There are three occupied times per day to allow for the user to set up a time that is suitable to their needs. Any time that is within the defined occupied time, the system will run at modulation mode and follow the fan procedure algorithm based on temperature during this time. During unoccupied time, the system will have an extra offset to prevent unintended activation of the system during a time where the system is not being occupied. - Other: The system operates based on the input from an external source (DDC, BMS or hard-wired interlock) FOR QUESTIONS CONTACT 2698 S Redwood Road, Suite S West Valley, UT 84119 reg87@captiveaire.com STEVE SCHOENFELD PHONE: (801) 878-3677 FAX: (919) 227-5953 C USwww.captiveaire.comSHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESC RIPT ION DATE: A C C O R D A N C E N o . 96 B U I L T N F P A W I TH I N SLIDTER- VARIABLE SPEED CONTROL - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300°F (149°C) - WEATHERPROOF DISCONNECT EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. NORMAL TEMPERATURE TEST 22 1/2 24 3/4 31 7/8 14 7/8 2 23 - INTERNAL WIRING - ROOF MOUNTED FANS - RESTAURANT MODEL FEATURES: - DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 30 1/2 GREASE DRAIN - GREASE CLASSIFICATION TESTING - UL705 AND UL762 AND ULC-S645 ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. 3" FLANGE 22 1/2 22 1/2 ROOF OPENING DIMENSIONS 20 GAUGE CONSTRUCTION STEEL 22" 23" 23" VENTED CURB EXAMPLE: 7/12 PITCH = 30° SLOPE PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. SPECIFY PITCH: 0" 0° 12" FAN #3 DU85HFA - EXHAUST FAN OPTIONS GREASE BOX. FAN BASE CERAMIC SEAL - SHIP LOOSE - FOR GREASE DUCTS. ECM WIRING PACKAGE - PWM SIGNAL FROM ECPMO3 PREWIRE (TELCO MOTOR), CCW ROTATION. LISTED GREASE DUCT. EXHAUST FAN. § HIGH TEMP GASKET IS USED TO SEAL THE FAN TO THE TRANSITION PLATE. VENTED CURB ROOF TERMINATION. THE INNER DUCT IS FULLY WELDED TO THE TRANSITION PLATE, ALL WELDS ARE DYE TESTED. SECURED TO THE CURB BY OTHER. 4207939 MASTER DRAWING stevesch 5 2/3/2020R&R - Meridian 3/4" = 1'-0"Utah Office2698 S. Redwood Rd., Suite S, West Valley, UT, 84119 PHONE: (801) 878-3677 FAX: (919) 227-5953 EMAIL: reg87@captiveaire.com324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:51:57 PM R&R BBQ - MERIDIANKITCHEN EXHAUST FAN DETAILSME5053680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 9-15-1502.06.20 FOR QUESTIONS CONTACT 2698 S Redwood Road, Suite S West Valley, UT 84119 reg87@captiveaire.com STEVE SCHOENFELD PHONE: (801) 878-3677 FAX: (919) 227-5953 C USwww.captiveaire.comSHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESC RIPT ION DATE: A C C O R D A N C E N o . 96 B U I L T N F P A W I T H I N SLIDTER4207939 MASTER DRAWING stevesch 6 2/3/2020R&R - Meridian 3/4" = 1'-0"Utah Office2698 S. Redwood Rd., Suite S, West Valley, UT, 84119 PHONE: (801) 878-3677 FAX: (919) 227-5953 EMAIL: reg87@captiveaire.comNOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT AS OUTLINED IN AMCA PUBLICATION 201. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED STRAIGHT DUCT SIZE IS 24" x 24". MAU-1 A2-D.250-20D - HEATER 1. DIRECT GAS FIRED HEATED MAKE UP AIR UNIT WITH 24" DIRECT DRIVE FAN 2. EVAP COOLER (LPD CELDEK) – W/INTAKE HOOD W/EZ FILTERS 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4. COOLING INTERLOCK RELAY. 24VAC COIL. 120V CONTACTS. LOCKS OUT BURNER CIRCUIT WHEN AC IS ENERGIZED. 5. MOTORIZED BACK DRAFT DAMPER 30" X 30" FOR SIZE 3 STANDARD & MODULAR HEATER UNITS W/EXTENDED SHAFT, STANDARD GALVANIZED CONSTRUCTION, 3/4" REAR FLANGE, LOW LEAKAGE, NFBUP-S ACTUATOR INCLUDED 6. LOW FIRE START. ALLOWS THE BURNER CIRCUIT TO ENERGIZE WHEN THE MODULATION CONTROL IS IN A LOW FIRE POSITION. 7. GAS PRESSURE GAUGE, 0-35", 2.5" DIAMETER, 1/4" THREAD SIZE 8. GAS PRESSURE GAUGE, -5 TO +15 INCHES WC., 2.5" DIAMETER, 1/4" THREAD SIZE 9. FREEZE PROTECTION DRAIN CONTROL KIT FOR EVAPORATIVE COOLERS. INCLUDES 3-WAY WATER SOLENOID VALVE 8316G064 (SHIPPED LOOSE), PRESSURE SWITCH INSTALLED UPSTREAM OF 2WAY SOLENOID IN UNIT, BRASS TEE, 2 NPT HALF INCH NIPPLES, AND TWO STAGE THERMOSTAT T678A1361. FIELD WIRING REQUIRED BY OTHERS FOR 3-WAY VALVE. FOR BOTH CELDEK AND STANDARD V-BANK TYPE CONFIGURATIONS. 10. SEPARATE 120VAC WIRING PACKAGE FOR MAKE UP AIR UNITS. OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREWIRE PANEL OR WITH DCV PACKAGE. PROVIDES SEPARATE 120VAC INPUT TO SUPPLY FAN. THIS 120V SIGNAL MUST BE RUN BY ELECTRICIAN FROM DCV TO MUA SWITCH. FLEX CONDUIT FOR FIELD WIRING 10 5/16"19" 6 1/2" 22" LIFTING LUG 5 1/4" AIRFLOW BLOWER/MOTOR ACCESS DOOR 24" SERVICE CLEARANCE REQ. 84" 14 3/4" SERVICE DISCONNECT SWITCH AIRFLOW 1" NPT 9 1/2" 39 9/16" DIRECT FIRED MODULE AIRFLOW 23 1/2" 17 1/2" ∅1 1/2" WATE R DRAIN AIRFLOW ∅1/2" NPT WATER INLET WATER FILTER REQUIRED PROVIDED BY PLUMBER FILTER/CONTRO L ACCESS DOOR LPD CELDEK AIRFLOW 41 3/8" 14 3/4" 20" 35" 20" EQUIPMENT CURB CURB OUTER WALL DISCHARGE OPENING 45 1/8" 43 3/8" 42 1/8"35 1/4" ADJUSTABL E LEG 198 7/8" MIN. 24" MINIMUM STRAIGHT DUCT PER AMCA* SUPPLY SIDE HEATER INFORMATION: WINTER TEMPERATURE = 14°F. TEMP. RISE = 80°F. BTUs CALCULATED OFF ACTUAL AIR DENSITY OUTPUT BTUs AT ALTITUDE OF 0.0 ft. = 440733 INPUT BTUs AT ALTITUDE OF 0.0 ft. = 479058 OUTPUT BTUs AT ALTITUDE OF 4408 ft. = 374910 INPUT BTUs AT ALTITUDE OF 4408 ft. = 407511 L ETSDI R ROOF OPENING 2" SMALLER THAN CURB DIMENSION. 3 1/2" 3 1/2" Direct Fired (DF) Profile Plate Assembly Direct Fired Profile Plate Specifications: Description: Direct fired burners shall have patented (US Patent No.: US6629523B2), self-adjusting profile plates designed to ensure proper air velocity and pressure drop across the burner. Profile Application: Spring-loaded burner profile plates are engineered to automatically react to the momentum of a fresh air stream, without the need for any motors or actuators to mechanically adjust them. With this feature, all DF units are designed for demand control ventilation (DCV) requirements. Certifications: All profile plate assemblies shall be included in the DF unit's ETL listing and comply with combined safety standards ANSI Z83.4 and CSA 3.7 (non-recirculating DF heaters) and ANSI Z83.18 General Construction: -Profile plates shall be formed from G90 galvanized steel. -Profile plates shall vary in size per unit. -Profile plates shall be mounted along the same plane as the discharge of the burner. -Design shall incorporate properly torqued, permanently mounted spring hinges. plates shall allow burners to achieve clean combustion by limiting by-product levels to a maximum of 5ppm of carbon monoxide (CO), and 0.5ppm of nitrogen dioxide (NO2). (recirculating DF heaters). -Spring hinges shall be made from plated steel. Direct Fired units shall be configured with the blower mounted downstream of the burner. This arrangement will ensure a consistent airflow, regardless of inlet air temperature.324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:52:01 PM R&R BBQ - MERIDIANKITCHEN MAKEUP AIR UNIT DETAILSME5063680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 9-15-1502.06.20 FOR QUESTIONS CONTACT 2698 S Redwood Road, Suite S West Valley, UT 84119 reg87@captiveaire.com STEVE SCHOENFELD PHONE: (801) 878-3677 FAX: (919) 227-5953 C USwww.captiveaire.comSHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESC RIPT ION DATE: A C C O R D A N C E N o . 96 B U I L T N F P AW I TH I N SLIDTERELECTRICAL INFORMATION DRAWING NUMBER JOB MODELSHIP DATE PR - PURPLE PK - PINK BR - BROWN OR - ORANGE BL - BLUE RD - RED GR GR GR - GREEN SW-01 BK BK MT-01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 BK Label Description Location MT-01 Fan Motor [2] SW-01 Main disconnect switch [2] Component Identification 23 BK BK BK Installed Options WH - WHITE BK - BLACK GY - GRAY YW - YELLOW WIRE COLOR DENOTES FIELD WIRING DENOTES INTERNAL WIRING NOTES 5 6 3 4 1 2 MT-02 Damper Motor [2] EXH4207939-1 4207939 - R&R -... 2/3/2020 EXHAUST 1HP-208V-3P-3.8FLA MOTOR INFO MOTOR/CTRL MCA: 4.8AMOTOR/CTRL MOP: 15A Exhaust Fan Wiring DU180HFA ELECTRICAL INFORMATION DRAWING NUMBER JOB MODELSHIP DATE PR - PURPLE PK - PINK BR - BROWN OR - ORANGE BL - BLUE RD - RED GR GR GR - GREEN SW-01 BK BK MT-01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 BK Label Description Location MT-01 Fan Motor [2] SW-01 Main disconnect switch [2] Component Identification 23 BK BK BK Installed Options WH - WHITE BK - BLACK GY - GRAY YW - YELLOW WIRE COLOR DENOTES FIELD WIRING DENOTES INTERNAL WIRING NOTES 5 6 3 4 1 2 MT-02 Damper Motor [2] EXH4207939-2 4207939 - R&R -... 2/3/2020 EXHAUST 1.5HP-208V-3P-4.4FLA MOTOR INFO MOTOR/CTRL MCA: 5.5AMOTOR/CTRL MOP: 15A Exhaust Fan Wiring DU180HFA ELECTRICAL INFORMATION DRAWING NUMBER JOB MODELSHIP DATE PR - PURPLE PK - PINK BR - BROWN OR - ORANGE BL - BLUE RD RD RD - RED RDRD GR GR GR - GREEN SW-01 BK MT-01 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Label Description Location MT-01 Fan Motor [2] SW-01 Main disconnect switch [2] Component Identification 23 BK Installed Options WH - WHITE BK - BLACK GY - GRAY YW - YELLOW WIRE COLOR DENOTES FIELD WIRING DENOTES INTERNAL WIRING NOTES 3 4 1 2 WH *22 AWG WHITE MOTOR *22 AWG ROTATION WIRE. CONNECT TO 16 AWG MOTOR CONTROL YW PWM FROM ECPMO3 BK 16 AWG 16 AWG BLACK WIRE TO REVERSE ROTATION MT-02 Damper Motor [2] EXH4207939-3 4207939 - R&R -... 2/3/2020 EXHAUST 1HP-208V-1P-6.9FLA MOTOR INFO MOTOR/CTRL MCA: 8.7AMOTOR/CTRL MOP: 15A Exhaust Fan Wiring DU85HFA ELECTRICAL INFORMATION DRAWING NUMBER JOB MODELSHIP DATE PR - PURPLE PK - PINK BR BR BR BR - BROWN OR OR OR OR OR OR - ORANGE OR BL BL BL BL BL-BLUE RD RD(DCV SF1) RD RD - RED RDRD RD GR GR GR - GREEN SW-01BK MT-01 1 CB-01 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 C NC WH TR-02 FSC-01 G A 5 S2 3 4 2 TS-02 MA-01 2 3 4 5 6 7 8 SPARK PLUG FR-01 VA-01 GY YW TR-04 WH VA-03 VA-02 2 3 1 TS-05 Label Description Location CB-01 Circuit breaker (2amp) [3] FR-01 Flame rod [16] FSC-01 Fireye FSC [11-14] MA-01 [19] MT-01 Supply motor [2] MT-02 Damper motor [5] PS-01 Low Airflow Switch [9]PS-02 High Airflow Switch [9] SW-01 Main disconnect switch [2] SW-03 Damper end limit switch [4] TS-03 Intake Air Sensor [10] TR-02 [12]TR-03 Ignition transformer [14] TR-04 Power transformer(20va) [17] TS-02 High temp limit switch [10] TS-05 Discharge Air Sensor [21] VA-01 Pilot gas valve [13] VA-02 Main gas valve [18] Component Identification [12]TR-02 Power transformer(20va) VA-03 [20]Modulating gas valve WH WH WH BK 23 1 5 7 17 N 2 BK BK BK BK GY WH 6 PS-01 C NO C PS-02 NCBK TS-03 9 16 15 MT-02 SW-03 ** S1S3 115 24 115 24 YW NC Installed Options Motorized Back Draft Damper Discharge Temp. Control 11 BK Modulating amplifier S1 7 BK 6 14 BK BK GY BK BK 7 8 DCV Wiring WH (DCV N1)BK RE-10-1 C NC AC Interlock RelayRE-10 [10][17] 24V AC Interlock Relay RE-10 24VAC Coil - Signal From Condenser"Call For Cooling Interlock" 27 BK 28WH LOW FIRE STARTAMPLIFIER 10 BK 2 (LINE 4) 10A *** W BBKR CONNECTION *** TERMINAL 11 PROVIDES COOLING NF & AF SERIES ACTUATORS ** TERMINALS S4 AND S6 USED ON WH - WHITE GY - GRAY YW - YELLOW WIRE COLOR NOTES DENOTES FIELD WIRING DENOTES INTERNAL WIRING 2 1 MOCP = 10 AMPS FOR CONTROL WIRING CONNECT POWER TO THE DROP DROP FOR DISCONNECT CONNECTION !ATTENTION ELECTRICIAN! IS FACTORY SUPPLIED "CLION" RELAY SOCKET STYLE 8 7COIL COM 6 5 NO NC 4 2 3 1BK-BLACK 1 2 DCV RelayRE-DV [1][5] C RE-DV-1 NOD3 D7 WIRE TO RE-DV WHN YW YW 1 3 5 6 4 2 (NFBUP-S) IL1A AND IL1BIN DCV(D3&D7 IN EMSPLUS) 3 4 5 6 DF4207939-4 4207939 - R&R -... 2/3/2020 TR-03 T2T1 SUPPLY 7.5HP-208V-3P-21.1FLA MOTOR INFO MOTOR CIRCUIT MCA: 26.4ACONTROL CIRCUIT MCA: 2.0AMOTOR CIRCUIT MOP: 45ACONTROL CIRCUIT MOP: 15A Direct Fired Heater Wiring A3-D.500-24D DRAWING NUMBER JOB MODELSHIP DATE PR - PURPLE PK - PINK BR - BROWN BR OR - ORANGE OR OR BL - BLUE BL BL RD - RED RD GR - GREEN GR GR GR 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 WIRE COLOR BK - BLACK WH - WHITE YW - YELLOW NOTES DENOTES FIELD WIRING DENOTES INTERNAL WIRING GY - GRAY Label Description Location Component Identification 23 Installed Options VA-01 B R SW-0111 BK W N WH 11 BK VA-02 R BW [BK] [WH] N WH 3-Way Solenoid Valve Spray Timer Overflow Switch Thermostat Internal Solenoid Valve SW-02 VA-02 SW-01 VA-01 TI-01 [5-7] [6] [7] [2] [5] D C SW-02 NC TI-01 A1 A2TBK WH N TI-01 1815 SV YW Pressure SwitchSW-03 [3] NC SW-03 C If cable is CM1NO2VL2BO2 NOTE: change BK->BR & WH->BL JUMPER A1 AND B1 FOR RZ7-FSH3VU23 TIMER JUMPER A1 AND B1FOR TIMERRZ7-FSH3VU23 EC4207939-4 4207939 - R&R -... 2/3/2020 PRESSURE OVERFLOW SWITCH To building drain Field Wired and Piped From building water supply Normally closed valve B W Roof line N R 11 WB R SWITCH AE Normally open valve Internal Water Solenoid TIMER D T 15 A1 SV 18 A2 16 POINT-TO-POINT SUMMARY OF DRAIN CONNECTION P Evaporative Cooler Wiring A3-D.500-24D DRAWING NUMBER JOB MODELSHIP DATE RDRD PR - PURPLE PK - PINK BR - BROWN OR - ORANGE BL - BLUE RD - RED GRGRGR GR - GREEN Installed Options WH - WHITE BK - BLACK GY - GRAY YW - YELLOW WIRE COLOR NOTES DCV Connections RP4207939-4 4207939 - R&R -... 2/3/2020 Power Connection 208/460/600 V 3 PH. Gal-flex conduit (in unit) BK Disconnect Switch BK Disconnect Switch 120 V 1 PH. 240 V 1 PH. Customer supplied wiring WH Factory wiring Disconnect Switch POWER FROM DEDICATED BREAKER D3 D7 WIRE TO DCV D3 IN HEATER TO IL1A IN DCV D7 IN HEATER TO IL1B IN DCV BK Gal-flex conduit (in unit) BK Customer supplied wiring Factory wiring Gal-flex conduit (in unit) BK Customer supplied wiring WH Factory wiring See above details. Installation Wiring A3-D.500-24D 4207939 MASTER DRAWING stevesch 7 2/3/2020R&R - Meridian 3/4" = 1'-0"Utah Office2698 S. Redwood Rd., Suite S, West Valley, UT, 84119 PHONE: (801) 878-3677 FAX: (919) 227-5953 EMAIL: reg87@captiveaire.com324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:52:03 PM R&R BBQ - MERIDIANKITCHEN EQUIPMENT WIRING & PIPINGME5073680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 9-15-1502.06.20 JOB NO JOB NAME MODEL NUMBER DATE DRAWN BY DWG NO SCHEMATIC TYPE BREAKER 1PH CONTROL POWER. DO NOT WIRETO GFCI OR SHUNT TRIP BREAKER. 1ST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH #1 WIRE TO VFD QUICK CONNECTOR BREAKER 3PH MCA: MOCP: WIRE TO VFD QUICK CONNECTOR BREAKER 3PH MCA: MOCP: BREAKER 3PH WIRE TO VFD QUICK CONNECTOR MCA: MOCP: BREAKER 1PH MCA: MOCP: POWER TO ECM FANS Load Wiring WIRE TO VFD QUICK WIRE TO DISCONNECT CONNECTOR MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT! FLA: HP: VOLT: Load Wiring WIRE TO VFD QUICK WIRE TO DISCONNECT CONNECTOR MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT! FLA: HP: VOLT: NIDEC MOTOR TELCO MOTORBK TO GR BK TO YW RD TO RD ZIEHL MOTOR BK TO BK SHIELDED TWISTED PAIR PWM SPEED SIGNAL CONTROL PANEL TO ECM OUTDOOR RATED FEED STP THROUGH INNER COOLING TUBE. ALLOW FORENOUGH SLACK ON STP FOR PROPER HINGING. (EXHAUST ONLY)NOTE: PWM SIGNAL IS POLARITY SENSITIVE. GREEN RED Load Wiring BLACK BLACK BLACKWIRE TO VFD QUICK CONNECTOR WHITE FLA: HP: VOLT: MUST HAVE ITS OWN CONDUIT DO NOT SHARE CONDUIT! IF VFD MOUNTED IN 2ND PANEL, WIRE SF SIGNAL FROM PANEL WITH ECPM03. MAKE UP AIR PROVING INTERLOCK DAMPER LOW VOLTAGE CONNECTION FOR DAMPER INTERLOCK. WIRE MULTIPLE SUPPLY ON THE SAME ZONE IN SERIES. SHOULD MUA ZONE 1 TERMINAL NAMESDO NOT APPLYIF MUA BY OTHERS ON PCB REMOVE JUMPER HAVE CONTINUITY WHEN DAMPER IS PROVEN OPEN. NOT REQUIRED FOR ALL UNITS. SEE MAKE-UP AIR SCHEMATIC. WIRE C1 TO COMMON (1). C1 TO AR1 SHOULD HAVE CONTROL PANEL FIRE SYSTEM TO MICROSWITCH CONTINUITY WHEN ARMED. IF MORE THAN ONE WIRE AR1 TO NORMALLY CLOSED (2). CAPOFF CAPOFF CAPOFFFIRE SYSTEM, WIRE IN SERIES AS SHOWN ALL SWITCHES FACTORY WIRED CAT-5 CONNECTION CONTROL PANEL SWITCHES TO CONTROL PANEL HOOD LIGHTS TO 1400 W MAX WIRE TO J-BOX ON TOP OF HOOD WIRE TO CONTROL BOARD. INSTALL SENSOR IN ROOM AWAY FROM HEAT SOURCES. DO NOT INSTALL SENSOR CONTROL PANEL TEMP SENSOR TO ON THE CEILING GRID, SEE MANUAL. FACTORY WIRED TEMPERATURE SENSOR. MOUNTED IN EXHAUST DUCT CONTROL PANEL DUCT SENSOR TO WIRE TO CONTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT CONTROL PANEL DUCT SENSOR TO WIRE TO CONTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT CONTROL PANEL DUCT SENSOR TO WIRE TO CONTROL BOARD. SENSOR MOUNTED IN EXHAUST DUCT CONTROL PANEL DUCT SENSOR TO THE FOLLOWING CONNECTIONS MAY OR MAY NOT BE REQUIRED BASED ON JOBSITE SPECIFICATIONS CONTROL PANEL EXTERNAL SIGNAL FOR SHUNT TRIP ST TERMINAL IS ENERGIZED IN FIRE CONDITION. CONTROL PANEL EXTERNAL SIGNAL FOR CONTACTOR COIL KS TERMINAL IS DE-ENERGIZED IN FIRE CONDITION. SYSTEM DRY SPARE FIRE CONTACT CONTROL PANEL SPARE CONTACTS WILL MAKE C2 TO AR2 WHEN SYSTEM IS ARMED. THEY ARE USED TO DISABLE EQUIPMENT OR PROVIDE SIGNALS. (NOT FOR BUILDING FIRE ALARM WHICH MUST BE WIRED DIRECTLY TO THE ANSUL ALARM INITIATING SWITCH LOCATED IN ANSUL AUTOMAN) SPARE CONTACTS WILL MAKE CONTROL PANEL ON/OFF WITH DRY CONTACT SUPPLY FAN COMMON TO NORMALLY OPEN WHEN SUPPLY FAN IS ON. GROUP 1 WIRE TO ECPM03 TERMINALS.CONFIGURABLE OUTPUT. DCV SPEED (TOTAL) 0-10V OUTPUT ON PCB SEE ECPM03 OWNERS MANUAL. TO BMS + - RED(+)RED(+) BREAKER PANEL TO PRIMARY CONTROL PANEL Responsibility: Electrician BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED BREAKER PANEL TO FANS Responsibility: Electrician CONTROL PANEL TO FANS Responsibility: Electrician CONTROL PANEL TO ACCESSORY ITEMS Responsibility: Electrician 4207939 R&R - Meridian DCV-3111 GREEN BREAKER PANEL PRIMARY CONTROL PANEL BREAKER PANEL FANS PRIMARY PANEL FANS CONTROL PANEL COMPONENT Hot Neutral H1 N1120 V 15 A Ground GND LINE LINE Ground EXH-1 SM-1 GND L1 L2LINEL3208 V 4.8 A 15 A LINE LINE Ground EXH-2 SM-2 GND L4 L5LINEL6208 V 5.5 A 15 A LINE LINE 208 V Ground SUP-4 SM-3 GND L7 L8LINEL926.4 A 40 A LINE LINE 208V 8.6A EXH-3 Ground 15A EXH-101LOAD LEG 1 LOAD LEG 2 GND GROUND FAN: SM-1 LOAD LEG 3 U1 V1 W1 3.8 1.000 208 V EXH-202LOAD LEG 1 LOAD LEG 2 GND GROUND FAN: SM-2 LOAD LEG 3 U2 V2 W2 4.4 1.500 208 V P1A P1B EXH-3 ECM-01 FAN: 03 BLACK(-) ECM-01 BLACK(-) U3 V3 W3 LOAD LEG 1 LOAD LEG 2 LOAD LEG 3 GND GROUND SUP-404FAN: SM-3 N1 120V NEUTRAL 120V HOT N1 21.1 7.500 208 V IL1A IL1B D3 D7 C1 AR1 MICROSWITCH 1 1:C 4:NO 2:NC MS-1 1:C 4:NO 2:NC 1:C 4:NO 2:NC MS-2 C1 AR1 J4 B1 W1 GND HOOD LIGHTS 1 T1A T1B ROOM TEMP T2A T2B HOOD 3 RISER 1 T3A T3B HOOD 1 RISER 1 T4A T4B HOOD 2 RISER 1 T5A T5B HOOD 4 RISER 1 ST N1 NEUTRAL FROM SHUNT COIL HOT TO SHUNT COIL SHUNT COIL KS N1 NEUTRAL_TO_CONTACTOR_COIL HOT_TO_CONTACTOR_COILCONTACTOR_COIL C2 AR2 COMMON NORMALLY OPEN SFC1 SFO1 COMMON NORMALLY OPEN SFC2 SFO2 COMMON NORMALLY OPEN VO+ VO- DESCRIPTION OF OPERATION: 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 3/26/2020 INSTALL ECP #1-1 Demand Control Ventilation, w/ control for 3 Exhaust Fans, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Fans modulate based on duct temperature. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. Room temperature sensor shipped loose for field installation.Verify distance between VFD and Motor; additional cost could apply if distance exceeds 50 feet. SF1 BLACK WHITE JOB NO JOB NAME MODEL NUMBER DATE DRAWN BY DWG NO SCHEMATIC TYPE WIRE TO VFD TERMINAL STRIP.PROPORTIONAL TO FREQUENCY. VFD ANALOG (EACH VFD) 0-10V OUTPUT IN VFD SEE VFD OWNERS MANUAL. TO BMS + - CONTROL PANEL EXTERNAL TO SWITCH SIGNAL SWITCH THROUGH BMS WILL ACTIVATE ZONE1 FANS AND LIGHTS 4207939 R&R - Meridian DCV-3111 30 2 H1 IO1 BMS SWITCH C NO DESCRIPTION OF OPERATION: 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 3/26/2020 INSTALL ECP #1-2 Demand Control Ventilation, w/ control for 3 Exhaust Fans, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Fans modulate based on duct temperature. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. Room temperature sensor shipped loose for field installation.Verify distance between VFD and Motor; additional cost could apply if distance exceeds 50 feet. 120 VAC RELAYNO COM COIL NC 34 6 5 8 2 7 1 RA-x 24 VDC RELAY RD-x NO COM COIL NC 34 6 5 8 2 7 1 11 1 JUMPER 1 2 11 1 JUMPER 1 2 11 1 JUMPER 1 2 PR- PURPLEOR- ORANGE BR- BROWN BL- BLUE GR- GREEN RD- RED BK- BLACK WH- WHITE OR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE YW- YELLOW GY- GREY LEGEND FIELD WIRING FACTORY WIRING LN - + DWG NO JOB NO DATE DRAWN BY JOB NAME DESCRIPTION OF OPERATION TYPE DRAWING TITLE PR PRBL BLBLGR RA-x 34.110.0184.0 120V Relay DPDT ST-X varies Starter OL-X varies Overload C-X varies Contactor TS-x A/CP-PO-T4"-EXPL Duct Thermostat PS-1 MDP18-24A-1C Power Sup. 24VDC RA-x 34.110.0184.0 120V Relay DPDT 2x 2x RD-x 34.110.0188.0 24VDC Light Relay FACTORY WIRING SCHEMATIC CIRCUIT BOARDS ECPM03 DCV Rev. 2.11.00 HMI Rev. 2.11.00 COMPONENT LIST SC-28 X 18 X 8.62 BOX 4207939 R&R - Meridian FACTORY DCV-3111 3/26/2020 ECP #1-3 Demand Control Ventilation, w/ control for 3 Exhaust Fans, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Fans modulate based on duct temperature. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. Room temperature sensor shipped loose for field installation.Verify distance between VFD and Motor; additional cost could apply if distance exceeds 50 feet. H1 N1 AR1 GAS ST C1 B1 EF1 SF1 IO1 JUMPERW1 24V J6 JUMPER MAKE UP AIR INTERLOCK.DC-DC+KSKSKS WH BK BK BK BK PANEL LID LABELDESCRIPTION WH UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG. ALL FACTORY DC WIRING 18 AWG. N1 H1 DC-GND8H1 7PCU 6ST 5KS 4KTS 3GAS 2AR1 1N1 120VJ9 5OV1 4SF1 3EF1 2B1 1IO1 120VJ7 BK BK BK BK BK 14AWG BK 64 RD-1 BK WHAR1 N1 BK WHSF17 8RA-2 7 8RA-1 8 7RD-1 N1 DRY CONTACTS (SHOWN DE-ENERGIZED) ON/OFF WITH FIRE ON/OFF WITH SUP N1 1 2 3 4 5 6 7 8 91011121314 NH FAN PANEL COOLING DRY CONTACTS (SHOWN DE-ENERGIZED) HOOD LIGHTS J3 ECPM03/DAISY CHAIN SM-1 SM-2 SM-3 ECPM03 J10 IL1AIL1BNOTE: All items on ECPM03 J3 line to be daisy chained from one component to the next, with EOL120A at end of line. Place PN: EOL120A in empty RJ45 port. C RA-2-1 NOSFC1SFO1 14 AWG YW C RA-2-2 NOSFC2SFO2 14 AWG YW CONTROL INPUT 120V H1=LINE, N1=NEUTRAL, 15A BREAKER. DO NOT CONNECT TO SHUNT TRIP BREAKER. SEE INSTALLATION SCHEMATIC FOR ADDITIONAL REQ. NOTE: IF VFD HAS 1PH 240V INPUT, USE L1 & L2 ONLY. IF VFD HAS 1PH 120V INPUT, USE L1 & N ONLY.WH/BLH1N1PS-01 AC 24VDC BK P1A(+)P1B(-)BKEF1 WH GR/YWWH/BLJ4 J5 NH FAN SECONDARY PANEL COOLING IF NECESSARY EF1 WHBK C RA-1-1 C2 TR2AR2 14 AWG YW A B C D E F G H I 1 2 3 4 5 6 7 8 9 10 70.7% 88.4% 120 VAC RELAYNO COM COIL NC 34 6 5 8 2 7 1 RA-x 24 VDC RELAY RD-x NO COM COIL NC 34 6 5 8 2 7 1 PR- PURPLEOR- ORANGE BR- BROWN BL- BLUE GR- GREEN RD- RED BK- BLACK WH- WHITE OR/BL- OR/BL STRIPE BL/RD- BL/RD STRIPE RD/GN- RD/GN STRIPE WH/BL- WH/BL STRIPE YW- YELLOW GY- GREY LEGEND FIELD WIRING FACTORY WIRING DWG NO JOB NO DATE DRAWN BY JOB NAME DESCRIPTION OF OPERATION TYPE DRAWING TITLE GR GR GND BK BK BK BK BK BK BK BK BK BK BK BK U/T1 V/T2 W/T3 L1 L2 L3/N VFD: HP: MTR: FLA: P107: P108: P410: P150: P100: P194: P167: P101: P131: P103: P102: GR GR GND BK BK BK BK BK BK BK BK BK BK BK BK U/T1 V/T2 W/T3 L1 L2 L3/N VFD: HP: MTR: FLA: P107: P108: P410: P150: P100: P194: P167: P101: P131: P103: P102: GR GR GND BK BK BK BK BK BK BK BK BK BK BK BK U/T1 V/T2 W/T3 L1 L2 L3/N VFD: HP: MTR: FLA: P107: P108: P410: P150: P100: P194: P167: P101: P131: P103: P102: GND GND GND ST-X varies Starter C-X varies Contactor SM-X varies VFD LR-X varies Line/Load Reactor FACTORY WIRING SCHEMATIC CIRCUIT BOARDS ECPM03 DCV Rev. 2.10.00 HMI Rev. 2.10.00 COMPONENT LIST SC-28 X 18 X 8.62 BOX 4207939 R&R - Meridian FACTORY DCV-3111 3/26/2020 ECP #1-4 SM-1 SM-2 SM-3 MOTOR POWER CIRCUITS. SEE INSTALLATION LABELDESCRIPTION DIAGRAM FOR FIELD WIRING REQUIREMENTS. L1 L2 L3 14 AWG 3 PH 15 A 208 V U1 V1 W1 ESV751N02YXB571 225 01 01 11 90 00 3.8 1.000 EXH-1 71.2 L4 L5 L6 14 AWG 3 PH 15 A 208 V U2 V2 W2 ESV112N02YXB571 225 01 01 12 73 00 4.4 1.500 EXH-2 52.7 L7 L8 L9 10 AWG 3 PH 40 A 208 V U3 V3 W3 ESV552N02TXB571 225 01 01 21 91 00 21.1 7.500 SUP-4 57.7 A B C D E F G H I 1 2 3 4 5 6 7 8 9 10 Demand Control Ventilation, w/ control for 3 Exhaust Fans, 1 Supply Fan, Exhaust on in Fire, Lights out in Fire, Fans modulate based on duct temperature. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. Room temperature sensor shipped loose for field installation.Verify distance between VFD and Motor; additional cost could apply if distance exceeds 50 feet. N/A N/A 71.2 0.0 N/A N/A 49.4 0.0 N/A N/A 56.5 0.0 C USwww.captiveaire.comSHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS DESC RIPT ION DATE: A C C O R D A N C E N o . 96B U IL TN F P A W I T H I N SLIDTERFOR QUESTIONS CONTACT 2698 S Redwood Road, Suite S West Valley, UT 84119 reg87@captiveaire.com STEVE SCHOENFELD PHONE: (801) 878-3677 FAX: (919) 227-5953 4207939 MASTER DRAWING stevesch 3/26/2020R&R - Meridian 3/4" = 1'-0"3680 E Fairview Ave.,Utah Office2698 S. Redwood Rd., Suite S, West Valley, UT, 84119 PHONE: (801) 878-3677 FAX: (919) 227-5953 EMAIL: reg87@captiveaire.comMERIDIAN, ID, 83642ELECTRICAL PACKAGE - Job#4207939 1 DCV-3111 Utility Cabinet Right 04 - Utility Cabinet Right Hood # 3 1 Light 1 Fan Smart Controls DCV Exhaust Exhaust Exhaust Supply 3 3 1 3 1.000 1.500 1.000 7.500 208 208 208 208 3.8 4.4 6.9 21.1 NO.TAG PACKAGE #LOCATION SWITCHES LOCATION QUANTITY OPTION FANS CONTROLLED TYPE ɸ H.P.VOLT FLA 4 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/26/2020 12:58:24 PM R&R BBQ - MERIDIANKITCHEN HOOD CONTROLSME5083680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 4 City Review Comments 3.24.20 9-15-1503.26.20 PATENT NUMBERS AC-PSP Wall (Canada) - CA Patent 2820509 AC-PSP (United States) - US Patent 7963830 B2 AC-PSP Island (Canada) - CA Patent 2520330 System Design Verification (SDV) If ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and Installation Manual. Typically, the SDV will be performed after all inspections are complete. Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site. These issues will be documented and forwarded to the appropriate sales office. If CAS Service has to resolve a discrepancy that is a field issue, the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified. There will be no additional charges for manufacturer discrepancies. REFERENCE "RESPONSIBILITY SCHEDULE" ON ARCHITECTURAL COVER SHEET (G001) FOR SCOPE OF WORK CLARIFICATIONS. EQUIPMENT FURNISHED/INSTALLED NOTE: MODEL ND-2 IS AN ETL LISTED HOOD ETL LISTING IS 250 CFM/FT (700 DEGREES) Q = ETL LISTING * 7' 3" = 1812 CFM < 2175 CFM (DESIGN) MODEL ND-2 IS ETL LISTED WITH 1 EX RISER UP TO 16' NOTE: MODEL ND-2 IS AN ETL LISTED HOOD ETL LISTING IS 200 CFM/FT (600 DEGREES) Q = ETL LISTING * 6' 0" = 1200 CFM < 1440 CFM (DESIGN) MODEL ND-2 IS ETL LISTED WITH 1 EX RISER UP TO 16' NOTE: MODEL ND-2 IS AN ETL LISTED HOOD ETL LISTING IS 200 CFM/FT (600 DEGREES) Q = ETL LISTING * 5' 0" = 1000 CFM < 1200 CFM (DESIGN) MODEL ND-2 IS ETL LISTED WITH 1 EX RISER UP TO 16' NOTE: MODEL ND-2 IS AN ETL LISTED HOOD ETL LISTING IS 200 CFM/FT (600 DEGREES) Q = ETL LISTING * 8' 0" = 1600 CFM < 1860 CFM (DESIGN) MODEL ND-2 IS ETL LISTED WITH 1 EX RISER UP TO 16' HOOD INFORMATION - Job#4207939 H-1 H-2 H-3 H-4 6024 ND-2-PSP-F 6024 ND-2-PSP-F 6024 ND-2-PSP-F 6024 ND-2-PSP-F 7' 3" 6' 0" 5' 0" 7' 9" 700 Deg. 600 Deg. 600 Deg. 600 Deg. I I I I Extra- Heavy Heavy Heavy Heavy 300 240 240 240 2175 1440 1200 1860 4" 4" 4" 4" 16" 12" 12" 14" 2175 1440 1200 1860 1558 1833 1528 1740 -0.869" -0.726" -0.590" -0.827" 1501 1296 960 1488 430 SS Where Exposed 430 SS Where Exposed 430 SS Where Exposed 430 SS Where Exposed ALONE ALONE ALONE ALONE ALONE ALONE ALONE ALONE HOOD NO.TAG MODEL LENGTH MAX. COOKING TEMP.TYPE APPLIANCE DUTY DESIGN CFM/ft TOTAL EXH. CFM EXHAUST PLENUM RISER(S) WIDTH LENG.HEIGHT DIA. CFM VEL.S.P. TOTAL SUPPLY CFM HOOD CONSTRUCTION HOOD CONFIG. END TO END ROW HOOD INFORMATION H-1 H-2 H-3 H-4 Captrate Solo Filter Captrate Solo Filter Captrate Solo Filter Captrate Solo Filter 5 4 3 5 20" 20" 20" 20" 16" 16" 16" 16" 85% See Filter Spec. 85% See Filter Spec. 85% See Filter Spec. 85% See Filter Spec. 3 2 2 3 L55 Series E26 L55 Series E26 L55 Series E26 L55 Series E26 NO NO NO NO Right 12"x60"x24"DCV-3111 1 Light 1 Fan NO NO NO NO 591 LBS 553 LBS 373 LBS 489 LBS HOOD NO.TAG FILTER(S) TYPE QTY. HEIGHT LENGTH EFFICIENCY @ 7 MICRONS LIGHT(S) QTY. TYPE WIRE GUARD UTILITY CABINET(S) LOCATION SIZE FIRE SYSTEM TYPE SIZE ELECTRICAL MODEL # SWITCHES QUANTITY FIRE SYSTEM PIPING HOOD HANGING WGHT HOOD OPTIONS H-1 H-2 H-3 H-4 FIELD WRAPPER 17.00" High Front LEFT END STANDOFF 3" Wide 60" Long Insulated INSULATION FOR TOP OF HOOD INSULATION FOR BACK OF HOOD RIGHT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, 80" High Insulated 430 SS FIELD WRAPPER 17.00" High Front, Right RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS FIELD WRAPPER 18.00" High Front, Left, Right LEFT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS FIELD WRAPPER 17.00" High Front, Right LEFT END STANDOFF 3" Wide 60" Long Insulated RIGHT QUARTER END PANEL 23" Top Width, 0" Bottom Width, 23" High 430 SS HOOD NO.TAG OPTION PERFORATED SUPPLY PLENUM(S) H-1 H-2 H-3 H-4 Front Front Front Front 90" 84" 60" 96" 18" 18" 18" 18" 6" 6" 6" 6" MUA MUA MUA MUA MUA MUA MUA MUA 12" 12" 12" 12" 12" 12" 12" 12" 28" 28" 28" 28" 20" 20" 28" 28" 750 750 648 648 480 480 744 744 0.211" 0.211" 0.160" 0.160" 0.128" 0.128" 0.208" 0.208" HOOD NO.TAG POS. LENGTH WIDTH HEIGHT TYPE RISER(S) WIDTH LENG. DIA. CFM S.P. CAPTIVEAIRE HOOD SCHEDULES 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:52:16 PM R&R BBQ - MERIDIANMECHANICAL SCHEDULESME6013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPEXHAUST FAN SCHEDULE LABEL AREA CFM STATIC PRESSURE FAN RPM SOUND RATING (SONES) WEIGHT (LBS)HP WATTS MCA (FLA)VOLTAGE PHASE DISCONNECT MANUFACTURER MODEL REMARKS FURN BY ELEC FURN BY MECH EF-1 FRONT SMOKER 2175 1.37 in-wg 1254 18 154 1.0 (0.78 BHP) - (3.8) 208 3 NO BY MANUFACTURER Captiveaire DU180HFA 3,4,5,7,8,9 EF-2 GRIDDLE & FRYERS 2640 1.23 in-wg 1267 18.9 163 1.5 (0.84 BHP) - (4.4) 208 3 NO BY MANUFACTURER Captiveaire DU180HFA 3,4,5,7,8 EF-3 OVEN & RANGE 1860 1.33 in-wg 1587 21 97 1.0 (0.62 BHP) - (6.9) 208 3 NO BY MANUFACTURER Captiveaire DU85HFA 3,4,5,7,8 EF-4 BACK SMOKER 1100 0.60 in-wg 1550 13.3 75 1/4 (0.20 BHP) - 1.5 115 1 NO BY MANUFACTURER Loren Cook Company 120V15D 1,2,6,7,8 EF-5 BACK SMOKER 1100 0.60 in-wg 1550 13.3 75 1/4 (0.20 BHP) - 1.5 115 1 NO BY MANUFACTURER Loren Cook Company 120V15D 1,2,6,7,8 REGISTER - GRILLE- DIFFUSER SCHEDULE LABEL TYPE BLOW PATTERN MAX AIR FLOW (CFM)FACE SIZE NECK SIZE NC PRESSURE DROP (in-wg)THROW MANUFACTURER MODEL REMARKS R-1 CEILING MOUNTED RETURN GRILLE N/A 1800 24X24 22X22 30 0.100 N/A Price Industries 535 1,2,3,4,5 R-2 CEILING MOUNTED RETURN GRILLE N/A 500 12X12 10X10 30 0.100 N/A Price Industries 535 1,2,3,4,5 R-3 DUCT MOUNTED RETURN GRILLE N/A 2150 36X12 N/A 32 0.300 N/A Price Industries SDGR Series 1,3,5,6 R-4 WALL TRANSFER GRILLE N/A 370 10X10 N/A 30 0.100 N/A Price Industries 535 1,3,5 S-1 CEILING MOUNTED SUPPLY DIFFUSER STRAIGHT DOWN-NO DIRECTIONAL VANES 900 24X24 12" DIA. 30 0.170 N/A Price Industries APPDR 1,2,3,4,5 S-2 ROUND DUCT SUPPLY DIFFUSER CIRCULAR 325 8" DIA. 8" DIA. 30 0.100 4-6-10 Price Industries RCD 1,3,5 S-3 CEILING MOUNTED SUPPLY DIFFUSER 4-WAY 380 24X24 9"X9" 30 0.100 10-15-21 Price Industries SMD 1,2,3,4,5 S-4 CEILING MOUNTED SUPPLY DIFFUSER 4-WAY 600 24X24 12X12 30 0.100 10-15-22 Price Industries SMD 1,2,3,4,5 S-5 CEILING MOUNTED SUPPLY DIFFUSER 4-WAY 190 12X12 6x6 30 0.100 8-12-18 Price Industries SMD 1,2,3,4,5 1. PROVIDE TRANSITION AS NECESSARY 2. PROVIDE LAY-IN MODULE AS NECESSARY 3. COLOR BY ARCHITECT 4. PROVIDE WITH WITH LAY-IN TO HARD LID ADAPTER AS NECESSARY. 5. ACCEPTABLE MANUFACTURERS: PRICE, KRUEGER, TITUS OR PRIOR APPROVED EQUAL. 6. GRILLE ONLY -CONTRACTOR TO MOUNT GRILLE ON DUCT AS NECESSARY. **EXISTING WALK-IN COOLER REFRIGERATION SYSTEM TO BE RE- USED. COORDINATE ELECTRICAL REQUIREMENTS WITH OWNER. 1. ELECTRICAL POWER TO COME FROM THE ACTUATOR MOTOR ELECTRIC BOX ON THE DAMPER ASSEMBLY. 2. ACCEPTABLE MANUFACTURERS: COOK, GREENHECK, PENN BARRY OR PRIOR APPROVED EQUAL. 3. INCLUDE GREASE CUP, GREASE BOX AND FAN CERAMIC SEAL -FOR GREASE DUCTS. 4. INCLUDE CURB ASSEMBLY -VENTED & HINGED. APPROXIMATELY 50 LBS. 5. NO MANUFACTURER SUBSTITUTIONS. 6. INCLUDE ROOF CURB, AUTOMATIC BELT TENSIONER, VENTED EXTENSION AND HINGED SUBBASE, WITH GREASE TROUGH AND GREASE ELIMINATOR. 7. UL 762 RESTAURANT EXHAUST RATED. 8. INCLUDE NEMA 3R DISCONNECT. 9. INCLUDE EXHAUST FAN HEAT BAFFLE. MAKEUP AIR UNIT SCHEDULE LABEL UNIT TYPE BLOWER HOUSING MIN CFM CFM INPUT BTU OUTPUT BTU TEMP RISE EXTERNAL S.P. WEIGHT (LBS)CURB ASSEMBLY CURB WEIGHT (LBS) SOUND RATING (SONES) EVAP COOLER ENTERING DB TEMP EVAP COOLER ENTERING WB TEMP EVAP COOLER LEAVING DB TEMP EVAP COOLER LEAVING WB TEMP BURNER EFFICIENCY (%) GAS TYPE HP BHP FLA VOLTAGE PHASE Hz DISCONNECT STARTER MANUFACTURER MODEL REMARKS FURN BY ELEC FURN BY MECH FURN BY ELEC FURN BY MECH MAU-1 GAS-FIRED 24MF-3-MOD A3-D.500 3500 5340 407511 374910 80 °F 0.50 in-wg 1342 35"W x 84"L x 20"H INSULATED 94 13.9 95°F 63°F 75°F 63°F 92 NATURAL 7.5 4.26 21 A 208 3 60 NO FACTORY INSTALLED NO FACTORY INSTALLED Captiveaire A3-D.500-24D 1,2,3,4,5,6,7 1. AC INTERLOCK RELAY -24 VAC COIL 2. MOTORIZED BACKDRAFT DAMPER 3. LOW FIRE START 4. INLET PRESSURE GAUGE (0-35"), MANIFOLD PRESSURE GAUGE (-5-15"W.C.) 5. FREEZE PROTECTION DRAIN KIT FOR EVAPORATIVE COOLERS. 6. SEPARATE 120V WIRING PACKAGE 7. SEE SHEET ME507 FOR MORE DETAILS num. description date EXISTING ROOFTOP UNIT SCHEDULE (PER AS-BUILT PLANS) LABEL NOMINAL TONS TOTAL CFM O.S.A. CFM COOLING CAP. MBH @ 105°F AMB.HEATING CAPACITY (MBH) HEATING THERMAL EFF. (%) WEIGHT (LBS)MCA VOLTAGE PHASE Hz MOCP MANUFACTURER MODEL REMARKSTOTAL SENSIBLE INPUT OUTPUT (E)RTU-1 7.5 3000 750 92.0 71.0 120.0 96.0 80 1500 42.4 208 3 60 50 Trane YHC092 1,2,3,4,5,6 (E)RTU-2 7.5 3000 750 92.0 71.0 120.0 96.0 80 1500 42.4 208 3 60 50 Trane YHC092 1,2,3,4,5,6 (E)RTU-3 10 4000 1000 119.0 93.0 150.0 120.0 80 1700 48.9 208 3 60 60 Trane YHC120 1,2,3,4,5 1. RELOCATE EXISTING THERMOSTATS AND REMOTE TEMPERATURE SENSORS FOR THESE UNITS ACCORDING TO PLANS. 2. UNITS HAVE ENTHALPY ECONOMIZER WITH BAROMETRIC RELIEF. 3. ADJUST MINIMUM OUTSIDE AIR POSITION TO AIRFLOW SHOW N IN THIS SCHEDULE. 4. REUSE EXISTING SMOKE DETECTORS AND PLACE IN THE RETURN DUCT -CONNECT TO BUILDING FIRE ALARM SYSTEM. UNIT TO SHUT DOWN UPON SENSING SMOKE. 5. PROVIDE WITH MERV 8 FILTERS. 6. PROVIDE CO2 SENSOR TO ALLOW OUTSIDE AIR DAMPER TO SHUT WHEN READINGS INDICATE ROOM IS UNOCCUPPIED. 9-15-1502.06.20 Thermal Ceramics 1 2 GREASE DUCT SPECIFICATIONS: PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "DW" IS LISTED TO UL-1978 AND IS INSTALLED USING "V" CLAMP LOCKING CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL "DW" DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. PER MANUFACTURES LISTING MODEL "DW" HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16" PER 12", HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12". DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. IF THE DUCT IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL-2221 LISTED DOUBLE WALL GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL "DW-2R, 3R, OR 3Z" ROUND 20 GAUGE 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 430 STAINLESS OUTER SHELL. LISTED GREASE DUCT. EXHAUST FAN. § HIGH TEMP GASKET IS USED TO SEAL THE FAN TO THE TRANSITION PLATE. VENTED CURB ROOF TERMINATION. THE INNER DUCT IS FULLY WELDED TO THE TRANSITION PLATE, ALL WELDS ARE DYE TESTED. SECURED TO THE CURB BY OTHER. GREASE DUCT SPECIFICATION Furnish single-wall, factory built, grease duct for use with Type I kitchen hoods, which conforms to the requirements of NFPA-96. Products shall be ETL listed to UL-1978 for venting air and grease vapors from commercial cooking operations as described in NFPA-96. The duct wall shall be constructed of .036 thick type 430 stainless steel and be available in diameters 8" through 24". All supports, fan adapters, hood connections, fittings and expansion joints required to install grease duct shall be included. Roof penetrations shall comply with listed clearance to combustibles, see "Clearance to Combustibles" guide for details. The grease duct will terminate at the fan adapter plate, will be fully welded to the fan adapter plate and the fan adapter plate will be fastened to the curb using a suitably sized fastener provided by others; see page 12 of the "Installation, Operation and Maintenance Manual" for details. Grease duct joints shall be held together by means of formed vee clamps and sealed with 3M Fire Barrier 2000+ . Screws used to secure the vee clamps shall be of the hex-head type with flanged stops and tapered "lead in" threads for easy starting. Nuts shall be retained by means of a free-floating cage to allow easy alignment. Single-Wall Grease Duct shall be installed in accordance with the manufacturer's "Installation, Operation and Maintenance Manual" , ETL listing and state and local codes. Grease duct installed outside of the building shall be protected against accidental damage or vandalism. Support vertically installed grease duct from the building structure using rigid structural supports. Anchor supports to the structure by welding or bolting steel expansion anchors or concrete inserts. Support horizontally installed grease duct from the building structure using above method or use Duct Mate, Wire Rope & Clutchers, part numbers WR20 & CL20. 1/2" Threaded rod and saddles may also be used for the support of horizontal grease duct. Fans shall be supported independently from the grease duct sections. Protect grease duct from twisting or movement caused by fan torque or vibration. DIAMETER OVERLAP 8" 12" 10" 18" 16" 14" 24" 20" 6" 5" 4" ADJUSTABLE DUCT OVERLAP - MINIMUM 6" 6" 6" 6" 6" DIAMETER COMBUSTIBLES LIMITED COMBUSTIBLES NON COMBUSTIBLES 8" 12" 10" 18" 16" 14" 24" 20" 18" 3" 0" CLEARANCE TO COMBUSTIBLES 18" 3" 0" 18" 18" 3" 3" 0" 0" 18" 3" 18" 18" 18" 3" 3" 3" 0" 0" 0" 0" SINGLE WALL FACTORY BUILT DUCTWORK (TYPICAL) - FOR A COMPLETE LIST OF APPROVED SUPPORT METHODS, SEE THE INSTALLATION AND OPERATION MANUAL. - DUCTWORK SHALL SLOPE NOT LESS THAN 1/16" PER LINEAR FOOT TOWARDS THE HOOD OR AN APPROVED GREASE COLLECTION RESERVOIR. - WHERE HORIZONTAL DUCTS EXCEED 75 FEET IN LENGTH, THE SLOPE SHALL NOT BE LESS THAN 3/16" PER LINEAR FOOT. - ALL DUCTWORK IS REQUIRED TO BE INSTALLED WITH THE MAXIMUM SUPPORT SPACING LISTED BELOW. DUCT DIAMETER 8"10'10'24' 10"10'10'24' 12"10'10'24' 14"10'10'24' 16"10'10'24' 18"10'10'24' 20"10'10'24' 22"10'10'24' 24"10'10'24' HORIZONTAL WALL SUPPORT (ft) VERTICAL WALL SUPPORT (ft) VERTICAL CURB SUPPORT (ft) 3 1 LEGEND 3" 1 1/2" 3 5 6 4 7 Duct Enclosures Min. 3/8" diameter hanger rod Tight butt joints on inner layer 2 7 1 1/2" 3" 12" 24" 2 1 1/2" 7 2 4 21" TYP.3 2 1 1/2" 3" 1 1/2" Butt Joint Option 6" BUTT-JOINT/COLLAR Checkerboard Wrap Option One Layer of Pyroscat Duct Wrap XL Blanket for Air Ventilation Duct Enclosures Min. 1-1/2" x 1-1/2" x 1/8" angle or SMACNA Equivalent for Air Ventilation Optional 6" FireMaster Pyroscat Duct Wrap XL collar Steel banding minimum 1/2" wide by 0.015" thick. Two Layers of Pyroscat Duct Wrap XL Blanket for Grease Duct Enclosures Min. 2" x 2" x 1/8" angle for Grease Duct Enclosures Min. 3" overlap on perimeter and between adjacent blanket on outside layer The integrity of Pyroscat duct systems is limited to the quality of the installation. 3 42 10 1/2" 4 1 23" 1 1/2" 21" TYP. Telescope Wrap Option R 6 5 4 1 3 1 or 2 Hour Shaft Alternative / Zero Clearance to Combustibles Pyroscat Duct Wrap XL Air Ventilation Duct Enclosure System Commercial Kitchen Grease Duct Enclosure System SINGLE LAYER OR OUTSIDE LAYER INSTALLATION OPTIONS BUTT-JOINT/3"OVERLAP INSTALLED ON ROUND GREASE DUCT ABOVE DETAIL SHOWN AS SQUARE BUT WILL BE To Provide Zero Clearance to Combustibles for Grease Duct (where within 18" of combustibles) R2- R2+ R1- R1+ W2 AUXY2 C RH RC G W O/BY NC REMOTE TEMPERATURE SENSOR REFRIGERATOR THERMOBUFFER SENSOR WITH MOUNTING BRACKET 1" SENSOR 25' FT WIRE ECOBEE THERMOSTAT LOCATED IN THE MANAGER'S OFFICE REMOTE TEMPERATURE SENSOR LOCATED IN AREA SERVED BY RTU TRANE PACKAGE ROOFTOP UNIT WITH RELIATEL MICROPROCESSOR WALK-IN FREEZER FREEZER THERMOBUFFER TEMPERATURE SENSOR ECOBEE THERMOSTAT LOCATED IN THE MANAGER'S OFFICE REMOTE TEMPERATURE SENSOR LOCATED IN AREA SERVED BY RTU TRANE PACKAGE ROOFTOP UNIT WITH RELIATEL MICROPROCESSOR ECOBEE THERMOSTAT LOCATED IN THE MANAGER'S OFFICE REMOTE TEMPERATURE SENSOR LOCATED IN AREA SERVED BY RTU TRANE PACKAGE ROOFTOP UNIT WITH RELIATEL MICROPROCESSOR WALK-IN COOLER COOLER THERMOBUFFER TEMPERATURE SENSOR ECOBEE THERMOSTAT LOCATED IN THE MANAGER'S OFFICE REMOTE TEMPERATURE SENSOR LOCATED IN AREA SERVED BY RTU TRANE PACKAGE ROOFTOP UNIT WITH RELIATEL MICROPROCESSOR TRANE ROOFTOP UNIT WITH RELIATEL R Y1W1/O G W2 Y2 X2 T C J7 RTRM ECOBEE 1 2 3 2ECOBEE.AXD SALESPERSON: FILE NAME: NUM.REVISION DATE:BY: DESIGNED BY:CHECKED BY: PROJECT: ,DWG: 4 5 PROJECT ID:CID:PID:324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:52:21 PM R&R BBQ - MERIDIANGREASE DUCT DETAILS & T-STAT WIRINGME6023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 9-15-1502.06.20 S SST TTC(0.75~90,000~~2.5")ICEDCH C HHC DD DCCH G G HC HCH S-2 335 S-2 330 S-2 335 S-2 275 S-3 380 S-3 380 1 R-1 1300 2 2 3 3 RTU-3 4 S-2 330 S-2 335 S-2 280 S-2 330 S-1 600 ALL T- STATS 5 6 RTU -1 3 7 8 9 10 S-2 280 11 S-2 310 S-2 330 9 9 6 12 R-4 160(2) R-2 160 13 10 S-4 520 12 10"ø EA 10"ø R-1 1500 S-1 600 R-1 1300 S-1 600 RTU-2 14 1 1 15 R-3 1250 7 8 12"x12" EA 12"x12" EA 16 17 17 300 CFM 200 CFM 200 CFM 300 CFM H-1 H-4 1 0 "ø E A F 4.2 E D B A.2C 4 3 1.3 1.2 1 AF.2 F.2 WOMENS 107 MENS 106 JANITOR 115 CORRIDOR 105 VEST. 101 QUEUE 102 BEVERAGE 104 DINING 103 SERVICE AREA 108 TAKE OUT PREP 110 COOKLINE 'A' 109 SMOKER 114 DISH / WASH ROOM 113 WALK-IN 112 COOKLINE 'B' 111 3"ø3"ø EA16"ø EA12"ø EA16"ø EA 12"ø EA 16"ø EA 26"x24"16"x16"22"x26" 14"x12" (E)8"ø SA (E)8"ø SA(E)12"ø SA 4"ø 4"ø 18 18 S-4 520 12"ø 12"ø S-3 385 S-4 39512"ø12"ø12"ø12"ø14"x14"18"x16" 12"ø 24"x22" R-1 1400 18"ø RA 18"ø RA20"x20" RA24"x22" RA16"ø RA 24"x22"S-3 340 S-3 335 S-1 600 24"x22" RA S-5 160 12"ø 16"ø 16"ø 10"ø 10"ø 10"ø 10"ø 10"ø10"ø20"ø16"ø10"ø 10"ø 16"ø12"ø16"øS-2 315 8"ø16"ø 10"ø10"ø10"ø10"ø18"ø18"ø RA 18"ø RA R-1 1750 18"ø RA16"ø RA18"x18" 1919 R-1 1500 18"ø RA20 5 4 H-2 T Y P E 1 H O O D N O T E S 1. HOOD(S), ANSUL SYSTEM, MAKE UP AIR UNIT(S), EXHAUST FAN(S) AND GREASE DUCT ARE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR 2. GREASE EXHAUST FANS SHALL BE INSTALLED SUCH THAT THE DISCHARGE IS A MINIMUM OF 40" ABOVE ROOF. 3. MECHANICAL CONTRACTOR IS TO PROVIDE/INSTALL A HEAT SENSOR IN EACH HOOD AND OVEN THAT WILL BE INTERLOCKED WITH THE HOOD EXHAUST FAN AND CORRESPONDING MAKE UP AIR UNIT. WHENEVER THE HEAT SENSOR IS ACTIVATED THE HOOD AND MAKE UP AIR UNIT SHALL TURN ON. PROVIDE/INSTALL MAKE UP AIR UNIT AND EXHAUST FAN SW ITCHES SO THAT THEY CAN BE CONTROLLED IN THE EVENT THAT A SENSOR FAILS. 4. ALL EXHAUST DUCTWORK SERVING TYPE 1 HOODS IS TO BE PRE-MANUFACTURED DUCT RATED AND LISTED FOR GREASE HOOD APPLICATION WITH 18" TO COMBUSTIBLE RATING. 5. ALL HORIZONTAL SECTIONS OF GREASE DUCT SHALL BE SLO PED BACK TO THE HOOD AT A MINIMUM SLOPE OF 1/4" PER FOOT. 6. PROVIDE GREASE DUCT ACCESS DOORS AT EACH ELBOW AND EVERY 20'. 7. GREASE FANS SHALL BE PROVIDED WITH UL 762 LISTING FOR GREASE, PROVIDED WITH A HINGED, VENTED CURB AND FLEXIBLE ELECTRICAL CONNECTION FOR CLEANING ACCESS. 8. PLUMBING CONTRACTOR IS TO INSTALL AND MAKE ALL FINAL CONNECTIONS TO EMERGENCY NATURAL GAS SHUT OFF VALVE. VALVE WILL BE PROVIDED WITH ANSUL SYSTEM. MINIMUM EXHAUST AIR CALCS PER IMC ROOM SQ FT EXHAUST CFM / SQ FT EXHAUST / UNIT UNITS TOTAL REQUIRED EXHAUST CFM RESTROOMS 240 -100 2 200 KITCHEN 1455 0.7 - -1019 TOTAL EXHAUST REQUIRED AIR BALANCE CALCS - MAIN AREA EQUIPMENT SUPPLY CFM OA CFM EXHAUST AIR CFM RTU-1 3000 750 RTU-2 3000 750 (E)EF 600 TOTALS 6000 1500 600 MINIMUM OUTSIDE AIR CALCS PER IMC ROOM SQ FT PEOPLE / SQ FT TOTAL PEOPLE OA CFM/PERSON TOTAL OA CFM FOR PEOPLE OA / SQ FT OA FOR SQ FT SUM OF PEOPLE AND SQ FT OA RESTAURANT DINING 1870 .05 94 7.5 705 .18 337 1303 STORAGE 150 0.0 0.0 0.0 0.0 0.12 18 22.5 TOTAL OA REQUIRED 1219 1325 NOTE: SMOKER EXHAUST TOTAL CFMS HAVE BEEN INTENTIONALLY LEFT OUT OF THE AIR BALANCE CALCULATION (EF-4, EF-5). THE SMOKERS ONLY EXHAUST AT A RATE OF 1100 CFM WHILE THE OPERATOR IS MANUALLY HOLDING THE BUTTON DOWN. THIS HAPPENS ONCE OR TWICE A DAY PER SMOKER, AND FOR A DURATION OF LESS THAN A MINUTE EACH TIME. CONTINUOUS EXHAUST FROM EACH SMOKER IS APPROXIMATED AT 50 CFM. Ez 0.8 0.8 W/CO2 SENSOR W/CO2 SENSORUP TO 560 BAROMETRIC UP TO 560 BAROMETRIC 900 CFM POSITIVE AIR BALANCE CALCS - KITCHEN EQUIPMENT SUPPLY CFM OA CFM EXHAUST AIR CFM RTU-3 4000 1000 MAU-1 5340 5340 EF-1 2175 EF-2 2640 EF-3 1860 TOTALS 9340 6340 6775 SMOKER (EF-4)50 SMOKER (EF-5)50 UP TO 887 BAROMETRIC 435 CFM NEGATIVE HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD) 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI G RADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER HOOD CORNER HANGING ANGLE (HARDWARE BY INSTALLER) QUARTER ENDPANEL-ND-2 ENDPANEL RIGHT ENDPANEL LEFT 23" 23"23" 23" ATTACH FLANGE TO WALL WITH STAINLESS STEEL SCREWS HOOD CAULK BEAD ENDPANEL STUD WELD TO FLANGE OF HOOD 1/4" HEM .38" THRU HOLES 1/4" HEM 1/4" THRU HOLES 3 PLACES @ BACK WALL 1" FLANGE .38" THRU HOLES STUD WELD TO FLANGE OF HOOD 3 PLACES3 PLACES 3 PLACES ALL EXPOSED DUCTWORK AND GRILLES TO BE PAINT GRADE. ALL SEALER TO BE APPLIED FROM THE INSIDE. PAINT ALL EXPOSED DUCTS AND DIFFUSERS BLACK - PER ARCHITECTURAL SPECIFICATIONS. LINED OR WRAPPED R-VALUE HIGH PRESSURE DUCT: WRAPPED R-6 ROUND DUCTWORK: WRAPPED R-6 LOW PRESSURE RECTANGULAR DUCTWORK:LINED R-6 ROUND FLEXIBLE DUCT (MAX 6' LONG)N/A R-6 DUCTWORK INSTALLED OUTSIDE THE BUILDING DOUBLE WALL R-12 *ALL INSULATION TO MEET NFPA 90 PER UL 181-CLASS 1. NO DUCTBOARD ALLOWED.324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/26/2020 12:58:36 PM R&R BBQ - MERIDIANMECHANICAL PLANMH1013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPNORTH 1/4" = 1'-0"1 MECHANICAL PLAN GENERAL SHEET NOTES SHEET KEYNOTES 1 SUPPLY & RETURN DROPS FROM RTU ABOVE. 2 4" GAS VENT FLUE UP FROM SMOKER (16 GA. STEEL SINGLE WALL WELDED DUCT). VENT UP THROUGH ROOF. MAINTAIN 10' CLEARANCE FROM FRESH AIR INTAKES AT ROOF LEVEL. COORDINATE WITH ROOF MECHANICAL PLAN, SHEET MH102. 45 DEGREE SLOPE MAX - VENT AS STRAIGHT UP AS POSSIBLE WHILE MAINTAINING REQUIRED CLEARANCES. 3 PROVIDE TEMPERATURE SENSOR FOR RTU AT 7'-0" AFF. COORDINATE PLACEMENT WITH OWNER. ALL SENSORS IN CUSTOMER VIEW TO BE BLACK IN COLOR. CONTROLLING THERMOSTAT TO BE PLACED IN OFFICE. 4 RELOCATE ALL EXISTING THERMOSTATS TO THIS LOCATION (COORDINATE EXACT LOCATION WITH OWNER). TEMPERATURE SENSOR TO BE INSTALLED IN AREA SERVED BY ASSOCIATED EQUIPMENT. LABEL EACH THERMOSTAT WITH AREA SERVED AND RTU NUMBER. SEE T-STAT MOUNTING DETAIL ON SHEET ME501. 5 EVAPORATOR COIL FOR COOLER TO BE FURNISHED BY OWNER AND INSTALLED BY MECHANICAL CONTRACTOR. ROUTE REFRIGERANT PIPING UP TO CONDENSER ON ROOF. FOLLOW ALL MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 6 10" DIAMETER SMOKE EVACUATOR DUCT FOR SMOKER. PROVIDE ONE OF THE FOLLOWING TYPES OF DUCT TO ROOFTOP EXHAUST FAN: 1) 16 GAUGE STEEL, SINGLE WALL, WITH FIRE WRAP INSULATION APPLIED WHERE DUCT PASSES THROUGH A COMBUSTIBLE CEILING, 2) SINGLE WALL GREASE DUCT, WITH FIRE WRAP INSULATION APPLIED WHEREVER COMBUSTIBLES ARE W ITHIN 18". 7 CONNECT MAKE UP AIR DUCT TO VOLUME DAMPER PROVIDED WITH HOOD. PROVIDE ALL FINAL CONNECTIONS. SEE HOOD DETAIL ON SHEET ME502. BALANCE TO 648 CFM EACH. 8 CONNECT MAKE UP AIR DUCT TO VOLUME DAMPER PROVIDED WITH HOOD. PROVIDE ALL FINAL CONNECTIONS. SEE HOOD DETAIL ON SHEET ME502. BALANCE TO 480 CFM EACH. 9 GREASE EXHAUST DUCT UP THROUGH ROOF TO EXHAUST FAN. 10 CONNECT MAKEUP AIR DUCT TO VOLUME DAMPER PROVIDED WITH HOOD. PROVIDE ALL FINAL CONNECTIONS. SEE HOOD DETAIL ON SHEET ME502. BALANCE TO 744 CFM EACH. 11 3" COMBUSTION AIR VENT UP THROUGH ROOF FROM WATER HEATERS. 12 ALL EXPOSED HORIZONTAL SUPPLY DUCT TO BE AT SAME HEIGHT (AS HIGH AS POSSIBLE). INSTALL VERTICAL DROPS TO ALL DIFFUSERS. ALL DIFFUSERS TO BE MOUNTED AT 11'6" AFF. 13 DUCT UP THROUGH ROOF TO MAU. 14 3" EXHAUST AIR VENT UP THROUGH ROOF FROM WATER HEATERS. OFFSET AS NECESSARY TO MAINTAIN 10' CLEARANCE FROM FRESH AIR INTAKES. 15 INSTALL A419 ELECTRONIC TEMPERATURE CONTROLLER AT 7' -0" AFF ON OUTSIDE OF WALK-IN COOLER. 16 EXISTING RESTROOM EXHAUST DUCTING TO REMAIN. 17 REINSTALL EXISTING EXHAUST GRILLE IN NEW CEILING. CLEAN AND PAINT TO MATCH NEW CEILING. 18 REINSTALL EXISTING SUPPLY DIFFUSER IN NEW CEILING. CLEAN AND PAINT TO MATCH NEW CEILING. 19 CONNECT MAKEUP AIR DUCT TO VOLUME DAMPER PROVIDED WITH HOOD. PROVIDE ALL FINAL CONNECTIONS. SEE HOOD DETAIL ON SHEET ME502. BALANCE TO 750 CFM EACH. 20 CONNECT NEW DUCTING TO EXISTING IN THIS APPROXIMATE LOCATION. 1. ALL RETURN DUCTWORK TO BE ACCOUSTICALLY LINED. 2. LOUVERED FACE RETURNS ONLY. 3. PROVIDE BALANCING DAMPERS IN EACH BRANCH DUCT FOR BALANCING. INCLUDING SUPPLY, RETURN, AND EXHAUST. 4. GC TO HIRE NEBB CERTIFIED THIRD PARTY TEST AND BALANCE (TAB) CONTRACTOR. TAB CONTRACTOR SHALL ADJUST SHEAVES, BELTS, DAMPERS, ETC AS NECESSARY TO BALANCE SYSTEM TO AIRFLOWS REQUIRED AT LOWEST POSSIBLE SPEEDS. TAB CONTRACTOR SHALL VERIFY THE OUTSIDE AIR AT EACH RTU IS AS SCHEDULED. FOLLOW PROCEDURES AS LAID FORTH IN THE CURRENT VERSION OF "PROCEDURAL STANDARDS FOR TESTING ADJUSTING AND BALANCING OF ENVIRONMENTAL SYSTEMS" BY NEBB. PROVIDE REPORT ON NEBB FORMS. 5. PROVIDE CAPTURE & CONTAINMENT TESTS PRIOR TO FINAL INSPECTION AND GIVE RESULTS TO BUILDING DEPARMTENT. 6. COORDINATE ALL AIR DEVICE LOCATIONS WITH REFLECTED CEILING PLANS AND ELECTRICAL DRAWINGS. 7. DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. 8. ALL RTU'S, MAU'S, HOODS, EF'S AND DIFFUSERS MUST BE BALANCED TO THE VALUES INDICATED ON THE FLOOR PLANS. PROVIDE BALANCE REPORT TO ENGINEER PRIOR TO PROJECT CLOSEOUT. 9. CONTRACTOR SHALL PROVIDE SUBMITTALS ON ITEMS LISTED IN MECHANICAL EQUIPMENT LIST TO THE ENGINEER FOR REVIEW PRIOR TO THE ORDER, PURCHASE OR INSTALLATION. 10. CONTRACTOR SHALL USE SMACNA DUCT CONSTRUCTION STANDARDS FOR SHEET METAL DUCTS. ALL DUCTWORK (UNLESS OTHERWISE N OTED ON FLOOR PLANS) SHALL BE CONSTRUCTED OF 1.5" W.C. SEAL CLASS "A". 11. CONTRACTOR SHALL FIELD VERIFY ALL MECHANICAL ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLO WED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 12. ALL TAKE-OFF'S THROUGHOUT THE ENTIRE BUILDING SHALL BE HIGH EFFICIENCY TAKE-OFF'S (HET's). NO EXCEPTIONS TAKEN. 13. ALL DUCTWORK IS TO BE INSTALLED INSIDE TRUSS BAYS. ALL DUCTWORK MUST BE INSTALLED NO LOWER THAN 12" FROM WHERE IT IS BEING SUPPORTED OR SEISMIC BRACING WILL BE REQUIRED. IF DUCTWORK IS INSTALLED BELOW 12" FROM WHERE IT IS SUPPORTED, IT IS THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO HAVE SEISMIC SUPPORTS ENGINEERED FOR THE JOB BY A LICENSED ENGINEER. 14. ALL THERMOSTAT LOCATIONS ON THE PLANS SHALL COORDINATED WITH FURNITURE PLANS AND VERIFIED WITH OWNER PRIOR TO RO UGH IN. IF THERMOSTAT NEEDS TO BE INSTALLED IN A LOCATION OTHER THAN SHOWN ON THE PLANS, THIS CONTRACTOR SHALL MAKE ADJUSTMENTS AT NO ADDITIONAL COST. 15. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 16. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, O FFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL CO STS. 17. M.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 18. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 19. DUCTWORK SHALL BE INSULATED AS FOLLOWS: 3/4" = 1'-0"2 HOOD SUPPORT DETAIL num. description date 1 Owner Revisions 2.28.20 4 City Review Comments 3.24.20 9-15-1503.26.20 FR O M FR ESH AIR IN TA KE10' M IN IM U M 1 1 EF-1 EF-3 EF-2 FROM FRESH AIR INTAKE 10' MINIMUM FROM FRESH AIR INTAKE 10' MINIMUM FROM FRESH AIR INTAKE 10' MINIMUM 2 EF-4 EF-5 (HOOD #1 BELOW)(HOOD #2 BELOW)(HOOD #3 BELOW) 3 F R O M F R E S H A IR IN T A K E 1 0 ' M IN IM U M 4 2 FROM FRESH AIR INTAKE 10' MINIMUM 5 6 1 (E)RTU-2 (E)RTU-3 (E)RTU-1 1 7 MAU-1 F 4.2 E D B A.2C 4 3 1.3 1.2 1 AF.2 F.2 (HOOD #4 BELOW) 8 8 8 4 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/26/2020 12:58:43 PM R&R BBQ - MERIDIANROOF MECHANICAL PLANMH1023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 ROOF MECHANICAL PLAN SHEET KEYNOTES 1 MAINTAIN 10' CLEARANCE FROM ALL FLUES AND EXHAUST TO ANY FRESH AIR INTAKES. MAINTAIN ALL REQUIRED EQUIPMENT CLEARANCES. 2 4" GAS FLUE THROUGH ROOF FROM SMOKER. PROVIDE HIGH WIND FLUE CAP AT 4 FEET ABOVE ROOF. MUST BE 10 FEET MINIMUM FROM FRESH AIR INTAKE. 3 DUCT UP THROUGH ROOF TO MAKEUP AIR UNIT. DUCT SPLITS TO EACH HOOD FROM SINGLE MAU. 4 PROVIDE 36" CLEARANCE AREA MINIMUM FOR EVAPORATIVE COOLER MEDIA REMOVAL AND REPLACEMENT. 5 3" COMBUSTION AIR VENT UP THROUGH ROOF FROM WATER HEATERS. 6 3" EXHAUST AIR VENT UP THROUGH ROOF FROM WATER HEATERS. OFFSET AS NECESSARY TO MAINTAIN 10' CLEARANCE FROM FRESH AIR INTAKES. 7 EXISTING RESTROOM EXHAUST FAN TO REMAIN. 8 EXISTING RTU TO REMAIN. GENERAL SHEET NOTES 1. MAINTAIN ALL EXHAUSTS AND VENTS A MINIMUM OF 10' FR OM ANY FRESH AIR INTAKE. 2. PLUMBING CONTRACTOR SHALL ROUTE MAKE-UP AIR UNIT DRAINS BACK TO SERVICE SINK AS INDICATED ON MAU DETAILS AS PART OF FACTORY DRAIN / FILL. 3. ROOF TOP EQUIPMENT CONDENSATE PIPING SHALL BE ROUTED TO ROOF DRAINS AND TERMINATED WITH AN AIR GAP. SUPPORT PIPING PER SPECS. 4. ALL DUCTS PENETRATING THE ROOF SHALL BE ROUTED STRA IGHT UP FROM APPLIANCE SERVED (WHERE POSSIBLE). 5. ROUTE REFRIGERANT LINE SETS BETWEEN ICE MACHINES, W ALK-IN COOLER, AND WALK-IN FREEZER EVAPORATORS AND ASSOCIATED CONDENSING UNITS ON ROOF LEVEL. SIZE PER MANUFACTURER'S RECOMMENDATIONS. NORTH num. description date 4 City Review Comments 3.24.20 9-15-1503.26.20 (E)4"ø SS (E)4"ø SS(E)4"ø SS (E)4"ø GW (E)4"ø GW (E)4"ø SS 1 (E)3"ø V (E)3"ø V(E)4"ø SS (E)4"ø GW (E)4"ø GW (E)4"ø SS 2 3 (E)3" VTR (E) 2" PRV/BFP FOR BUILDING (E)2"ø DCW (E)2"ø DCW (E)2"ø DCW (E)2"ø DCW (E)3/4"ø DCW (E)3/4"ø DCW (E)HOSE BIBB TO REMAIN (E)HOSE BIBB TO REMAIN(E)3/4"ø DCW(E)4"ø SS(E)4"ø SS (E)4"ø SS 4 (E)2"ø DCW 5 5 (E)1/2"ø DHW (E)1 1/2"ø DCW (E)2"ø DCW (E)3/4"ø DHW (E)1/2"ø DHW 1 1/2"ø DCW (E)1 1/2"ø DCW (E)1 1/2"ø DCW (E)1 1/2"ø DCW (E)1"ø DCW 6 6 6 6 7 7 (E)2"ø V (E)2"ø V (E)4"ø VTR (E)2"ø V (E)2"ø V 8 F 4.2 E D B A.2C 4 3 1.3 1 1 AF.2 F.2 9 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:52:41 PM R&R BBQ - MERIDIANPLUMBING DEMOLITION PLANPD1013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPnum. description date 1/4" = 1'-0"1 PLUMBING DEMOLITION PLAN SHEET KEYNOTES 1 EXISTING 2500 GALLON GREASE INTERCEPTOR TO REMAIN. 2 EXISTING 4" SANITARY SEWER MAIN UNDER BUILDING SHOWN FOR REFERENCE. DO NOT DEMOLISH. 3 EXISTING 4" GREASE WASTE MAIN UNDER BUILDING SHOWN FOR REFERENCE. DO NOT DEMOLISH. 4 EXISTING UNDERGROUND 4" SANITARY SEWER BRANCH TO RESTROOMS TO REMAIN. 5 PRESERVE EXISTING HOT AND COLD WATER PIPING TO RESTROOMS. EXISTING PIPING SHOWN PER PLUMBING PLANS OF PREVIOUS TENANT (CORNER BAKERY). DEMOLISH HOT AND COLD WATER PIPING UP TO THIS APPROXIMATE LOCATION. CONNECT NEW PIPING TO EXISTING RESTROOM BRANCH AS PART OF NEW CONSTRUCTION. 6 DEMOLISH EXISTING SEWER PIPE BRANCH IN THIS APPROXIMATE LOCATION. CAP BRANCH AT MAIN. 7 DEMOLISH EXISTING RESTROOM PLUMBING FIXTURES. MAINTAIN EXISTING SEWER, VENT AND WATER PIPING TO FIXTURES FOR RECONNECTION TO NEW FIXTURES AS PART OF NEW CONSTRUCTION. 8 MAINTAIN 2" WATER LINE AND SHUTOFF SERVING SPACE. DEMOLISH ALL WATER PIPING IN SPACE PAST MAIN SHUTOFF EXCEPT WHERE NOTED OTHERWISE IN THESE PLANS. 9 UPSIZE GAS METER - COORDINATE WITH GAS COMPANY. GAS METER INFO: 2,412 CFH. LONGEST LENGTH - 150'. PRESSURE - 2 LB. SCHEDULE 40 METALLIC PIPE. SEE SHEET PE601 FOR GAS EQUIPMENT TABLE. DEMOLISH ALL EXISTING GAS PIPING IN SPACE EXCEPT AS OTHERWISE NOTED ON THESE PLANS. GENERAL SHEET NOTES NORTH 1. FLOOR SINKS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. WHERE POSSIBLE INSTALL FLOOR SINKS TIGHT TO WALLS. 2. ALL EMERGENCY FLOOR SINKS / FLOOR DRAINS ARE TO HAVE PROVENT -TRAP GUARDS (WHERE APPROVED BY AHJ). ANY DRAIN THAT IS USED TO COLLECT CONDENSATESHALL NOT REQUIRE TRAP PROTECTION. 3. MAKE-UP AIR UNIT DRAIN / FILL PIPING SHALL BE ROUTED BACK TO SERVICE SINK. TERMINATE DRAINS AT SERVICE SINK WITH AN AIR GAP. 4. PLUMBING CONTRACTOR SHALL PROVIDE / INSTALL DRANE COOLERS FOR ALL DISH, PAN, AND UTENSIL WAHSERS. TEMPERED WATER TO BE LESS THAN 140°F. 5. PLUMBING CONTRACTOR SHALL ROUTE INDIRECT DRAINS FROM KITCHEN EQUIPMENT TO NEAREST FLOOR SINK. TERMINATE WITH AN AIR GAP. 6. ALL INDIRECT WASTE PIPING THAT EXCEED 30" IN DEVELOPED LENGTH MEASURED HORIZONTALLY OR 54" IN TOTAL DEVELOPED LENGTH SHALL BE TRAPPED. 7. PROVIDE A SAND BED WITH SIX (6") INCHES MINIMUM COVERAGE AROUND ALL BELOW GRADE PIPES. PROVIDE BACKFILL FREE OF BOULDERS LARGER THAN TWO (2") INCHES. COMPACT AND TEST ALL BACKFILL ACCORDING TO ASTM COMPACTION STANDARDS OR PROVIDE PEA GRAVEL BACKFILL. PROVIDE MINIMUM TRENCH WIDTH OF NOT LESS THAN 1.5 TIMES THE PIPE OUTSIDE DIAMETER PLUS 12 INCHES. 8. ALL PIPING THROUGH A FOUNDATION WALL OR UNDER A FOOTING TO BE PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE PASSING THROUGH WALL OR UNDER FOOTING. SEAL WITH CAULK OR FOAM. PIPE SLEEVE UNDER FOOTING TO BE A MINIMUM OF 2" BELOW FOOTING. PIPE TO BE IRON AND EXTEND BEYOND THE WIDTH OF THE FOOTING AT A 45 DEGREE ON BOTH SIDES OF FOOTING. 9. TEST WASTE AND VENT PIPING FOR LEAKAGE. AFTER PLUMBING FIXTURES HAVE BEEN SET AND TRAPS FILLED WITH WATER, TEST CONNECTIONS AND PROVE THEY ARE GASTIGHT AND WATERTIGHT. PLUG VENT-STACK OPENINGS ON ROOF AND BUILDING DRAINS WHERE THEY LEAVE BUILDING. INTRODUCE AIR INTO PIPING SYSTEM EQUAL TO PRESSURE OF 1-INCH WG. USE U-TUBE OR MANOMETER INSERTED IN TRAP OF WATER CLOSET TO MEASURE THIS PRESSURE. AIR PRESSURE MUST REMAIN CONSTANT WITHOUT INTRODUCING ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT PLUMBING FIXTURE CONNECTIONS FOR GAS AND WATER LEAKS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING, OR PORTION THEREOF, UNTIL SATISFACTORY RESULTS ARE OBTAINED. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION. 10. COORDINATE NECESSARY SAW CUTTING, BACKFILL, AND NEW CONCRETE WITH GENERAL. 11. PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 12. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 13. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 14. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 15. INSULATE PIPING WITH FIBERGLASS PIPE COVERING WITH ALL SERVICE JACKET AND SELF-CAP SEAL. FITTINGS SHALL BE MITERED PIPING COVERING OF GLASS FIBER MOLDED FITTINGS FOR USE IN A RETURN AIR PLENUM. THERMAL CONDUCTIVITY SHALL BE A MAXIMUM OF .25/INCH THICKNESS AT 75°F. 16. P.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 17. ALL PIPING EXPOSED TO THE OUTDOORS IS TO BE INSULATED AND WEATHERPROOFED. 18. ALL INVERT ELEVATIONS SHOWN ON PLANS ARE BASED OFF OF FINISHED FLOOR ELEVATION AT 100.0'. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS FOR EXACT INVERT ELEVATIONS OF ALL LEVELS. 19. ALL GAS METER REGULATORS ARE TO BE VENTED TO THE OUTSIDE OF THE BUILDING BY THE MECHANICALCONTRACTOR OR PROVIDE / INSTALL VENTLESS REGULATORS IF ALLOWED BY THE LOCAL JURISDICTION.NONE OF THE VENT PIPING OFF THE REGULATORS ARE SHOWN ON THE PLANS. 20. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 21. ALL WASTE AND VENT PIPING SHALL BE ABS. ALL ROOF AND OVERFLOW DRAINAGE PIPING TO BE PVC 9-15-1502.06.20 SYMBOL DESCRIPTION MISC. SYMBOL LEGEND PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION C.B.CATCH BASIN M.H.MANHOLE W.H.WALL HYDRANT H.B.HOSE BIBB CLEANOUT TO GRADE FLOOR CLEANOUT WALL CLEANOUT 1/2 GRATE 3/4 GRATE FULL GRATE # SHEET DETAIL INDICATOR: # INDICATES DETAIL NUMBER, SHEET INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN. # SHEET ELEVATION OR SECTION INDICATOR, EXTERIOR: # INDICATES ELEVATION OR SECTION NUMBER, SHEET INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. ROOM OR SPACE NUMBER.100 KEYNOTE INDICATOR.1 REVISION INDICATOR. EQUIPMENT INDICATOR.CU-1 PLUMBING FIXTURE INDICATOR.P- DIFFUSER/GRILLE INDICATOR. TYPE CFM SIZE DIFFUSER/GRILLE INDICATOR.TYPE SIZE BREAK, STRAIGHT BREAK, ROUND. MATCH LINE INDICATOR HIDDEN FEATURES LINE: HIDDEN, THIN LINE. CONTRACT LIMIT LINE: DASHDOT, WIDE LINE. EXISTING NEW CONNECTION POINT TO IRRIGATION WATERIW EVAC EVACUATION CARBON DIOXIDECO2 NITROUS OXIDENO MA MEDICAL AIR N NITROGEN O OXYGEN COMPRESSED AIRA VAC VACUUM LPG PROPANE G GAS PURE WATER RETURNPWR PURE WATER SUPPLYPWS W WATER SANITARY SEWERSS EXISTING PIPE TO BE REMOVED(E) (E)EXISTING PIPE NON POTABLE WATER/ VENT THRU ROOFVTR SRW SECONDARY RAINWATER BELOW GRADE SECONDARY RAINWATER ABOVE GRADESRW RW RAINWATER - BELOW GRADE RAINWATER - ABOVE GRADE RW AW ACID WASTE - BELOW GRADE 160° HOT WATER RETURN160R 160° HOT WATER160 180° HOT WATER RETURN180R DOMESTIC HOT WATER RECIRC (DHWR) DOMESTIC HOT WATER (DHW) DOMESTIC COLD WATER (DCW) ACID WASTE - ABOVE GRADE AW AV ACID VENT VENT (V) GREASE WASTE - BELOW GRADEGW GREASE WASTE - ABOVE GRADEGW SOIL, WASTE - BELOW GRADE (SW) SOIL, WASTE - ABOVE GRADE (SW) COMBINATION WASTE AND VENTCWV 180°F HOT WATER180 SD STORM DRAIN PLUMBING PIPING LEGEND SYMBOL DESCRIPTION FP FIRE PROTECTION 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:52:48 PM R&R BBQ - MERIDIANPLUMBING COVER SHEETPE0013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, W ORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB-SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. (E) EXISTING (F) FUTURE AD ACCESS DOOR AIR COND AIR CONDITION(-ING,-ED) APD AIR PRESSURE DROP BD BALANCING DAMPER BHP BRAKE HORSE POWER BTU BRITISH THERMAL UNIT BTUH BTU/HOUR CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CLG COOLING COMP COMPONENT COND CONDENS(-ER, -ING, -ATION) CV CONTROL VALVE DB DRY BULB TEMPERATURE DCW DOMESTIC COLD WATER DHW DOMESTIC HOT WATER DHWR DOMESTIC HOT WATER RECIRC DIA DIAMETER DISCH DISCHARGE DP DEPTH OR DEEP EA EXHAUST AIR EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY EG ETHYLENE GLYCOL ELEC ELECTRIC ELEV ELEVATION ENT ENTERING EVAP EVAPORAT(-E, -ING, -ED, -OR) EWT ENTERING WATER TEMPERATURE EXT EXTERNAL FC FLEXIBLE CONNECT(-OR, -ION) FD FIRE DAMPER FLA FULL LOAD AMPS FPI FINS PER INCH FPM FEET PER MINUTE FPS FEET PER SECOND FSD FIRE SMOKE DAMPER GAL GALLON(S) GE GREASE EXHAUST GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HD HEAD HG MERCURY HP HORSEPOWER HR HOUR HT HEIGHT HTG HEATING HZ HERTZ (FREQUENCY) ID INSIDE DIAMETER IN INCH KW KILOWATT LAT LEAVING AIR TEMPERATURE LBS POUNDS LG LENGTH LH LATENT HEAT LRA LOCKED ROTOR AMPS LVG LEAVING LWT LEAVING WATER TEMPERATURE MBH THOUSAND BTU PER HOUR MCA MINIMUM CIRCUIT AMPS MFR MANUFACTUR(-ER, -ED) NC NORMALLY CLOSED NC NOISE CRITERIA NIC NOT IN CONTRACT NO NORMALLY OPEN NPSH NET POSITIVE SUCTION HEAD NTS NOT TO SCALE OA OUTSIDE AIR OD OUTSIDE DIAMETER OZ OUNCE PD PRESSURE DROP OR DIFFERENCE PG PROPOLENE GLYCOL PH PHASE PPM PARTS PER MILLION PRESS PRESSURE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSIA PSI ABSOLUTE PSIG PSI GAUGE R THERMAL RESISTANCE RA RETURN AIR RECIRC RECIRCULATE REFR REFRIGERATION REQD REQUIRED RLA RATED LOAD AMPS RPM REVOLUTIONS PER MINUTE SA SUPPLY AIR SC SHADING COEFFICIENT SCFM STANDARD CUBIC FEET PER MINUTE SCW SOFT COLD WATER SF SAFETY FACTOR SH SENSIBLE HEAT SL SEA LEVEL SP STATIC PRESSURE SPEC(S) SPECIFICATION(S) SQ SQUARE STD STANDARD SW SOIL, WASTE TA(R) TRANSFER AIR (RETURN) TA(S) TRANSFER AIR (SUPPLY) TD TEMP. DROP OR DIFF. TEMP TEMPERATURE THERM THERMAL TOT TOTAL TSTAT THERMOSTAT V VOLT V VENT VAC VACUUM VAV VARIABLE AIR VOLUME VEL VELOCITY TEMPERATURE VEL VELOCITY VENT VENT, VENTILATION VERT VERTICAL VFD VARIABLE FREQUENCY DRIVE VOL VOLUME WB WET BULB TEMP WC WATER COLUMN WG WATER GAUGE WPD WATER PRESSURE DROP WT WEIGHT WTR WATER 1 THE PLUMBING DRAWINGS SHOW THE GENERAL DESIGN, ARRANGEMENT AND EXTENT OF THE PLUMBING SYSTEM. BECAUSE OF THE SMALL SCALE OF THE DRAWINGS, THESE DRAWINGS DO NOT SHOW ALL OFFSETS, BENDS OR ELBOWS NECESSARY FOR THE COMPLETE INSTALLATION IN THE SPACE PROVIDED. CONTRACTOR SHALL MAKE SUCH SLIGHT ALTERATIONS AS MAY BE NECESSARY TO MAKE THE SYSTEM COMPLETE AND OPERATIONAL IN ACCORDANCE WITH THE DESIGN INTENT. MAJOR DEVIATIONS SUCH AS CHANGES IN COMPONENT SIZES, WEIGHTS, QUANTITIES OR MATERIAL REQUIRE PRIOR APPROVAL BY THE DESIGN ENGINEER. 2 THE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED TO SUPPLEMENT EACH OTHER AND SHALL BE INTERPRETED AS AN INTEGRAL UNIT WITH THE ITEMS SHOWN ON ONE AND NOT THE OTHER BEING FURNISHED AND INSTALLED AS THOUGH SHOWN AND CALLED OUT IN BOTH. 3 THE ENTIRE PLUMBING INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE MOST RECENTLY ADOPTED BUILDING CODES, MECHANICAL CODE, PLUMBING CODE, ELECTRICAL CODE, AND ALL OTHER APPLICABLE CITY, COUNTY, STATE, AND FEDERAL CODES AND REGULATIONS IN EFFECT. 4 THE ENTIRE PLUMBING INSTALLATION SHALL CONFORM TO ANY CODES, RULES, REGULATIONS AND REQUIREMENTS OF THE BUILDING OWNER. 5 PRIOR TO FABRICATION AND INSTALLATION OF ANY PLUMBING COMPONENT THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL PLUMBING WORK WITH ALL OTHER BUILDING TRADES, INCLUDING BUILDING TRADES HIRED DIRECTLY BY THE OWNER. WHERE CONFLICTS MAY OCCUR, THEY SHALL BE RESOLVED PRIOR TO INSTALLATION. 6 ALL PLUMBING INFORMATION IS NOT SHOWN ON THE PLUMBING DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL INFORMATION ON ALL OTHER CONSTRUCTION DOCUMENTS. 7 . THE CONTRACTOR SHALL BE RESPONSIBLE TO REVIEW AND USE, WHERE APPROPRIATE, ALL THE PLUMBING DETAILS SHOWN ON THE DRAWINGS. DETAILS MAY OR MAY NOT BE CALLED OUT ON THE DRAWINGS WITH SYMBOLS OR KEYED NOTES. ANY CHANGES RESULTING FROM FAILURE TO INSTALL THE PLUMBING SYSTEM WITHOUT USING THE INCLUDED DETAILS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 8 ANY PART OF THE PLUMBING INSTALLATION THAT FAILS, IS UNFIT, OR BECOMES DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 9 PROVIDE PROPER PROVISIONS FOR EXPANSION, CONTRACTION, OR MOVEMENT OF ALL PIPING. 10 PROVIDE LARGE ENOUGH PIPE SLEEVES THROUGH WALL OR FLOOR TO ALLOW FOR ANTICIPATED DIFFERENTIAL MOVEMENT. 11 ALL PIPING SHALL BE SUPPORT WITH CLEVIS HANGERS (MSS TYPE 1). PERFORATED METAL STRAPS OR PLASTIC STRAPPING (PLUMBER TAPE) SHALL NOT BE USED TO SUPPORT OR BRACE ANY PIPE. 12 PROVIDE PIPE HANGERS WITHIN 18-INCHES OF ALL CHANGES OF DIRECTION. 13 PROVIDE SWAY BRACING FOR ALL PIPING 4” AND LARGER AT ALL CHANGES IN DIRECTION GREATER THAN 45-DEGREES. 14 ALL STEEL CLEVIS HANGERS USED TO SUPPORT COPPER PIPING SHALL BE COPPER OR PLASTIC COATED. 15 COPPER PIPING SHALL NOT COME IN CONTACT WITH FIRE TREATED LUMBER. PROVIDE ½” THICK SLIP-ON CLOSED CELL INSULATION WHERE COPPER PIPING IS ADJACENT TO FIRE TREATED LUMBER. CLOSED CELL INSULATION SHALL EXTEND A MINIMUM OF 1-1/2” PAST LUMBER. 16 ALL EXPOSED PIPING SHALL BE INSTALLED IN A NEATLY ARRANGED MANNER PARALLEL TO THE BUILDING STRUCTURE. 17 ALL EXPOSED DOMESTIC WATER PIPE IN OCCUPIED SPACES SHALL BE POLISHED CHROME PLATED. 18 ALL EXPOSED DRAINAGE PIPING IN OCCUPIED SPACES INCLUDING TRAPS UNDER SINKS SHALL BE POLISHED CHROME PLATED. 19 DRAWINGS SHOW GENERAL ARRANGEMENT OF THE DRAIN WASTE AND VENT SYSTEM WITH THE REQUIRED CLEANOUTS. CONTRACTOR SHALL PROVIDE ALL ADDITIONAL CLEANOUTS AS REQUIRED BY THE PLUMBING CODE. 20 ALL SANITARY DRAINAGE SYSTEM PIPING 3” AND LARGER SHALL BE SLOPED IN DIRECTION OF FLOW AT A MINIMUM OF 1/8” PER FOOT. 21 ALL SANITARY DRAINAGE SYSTEM PIPING SMALLER THAN 3” SHALL BE SLOPED IN DIRECTION OF FLOW AT A MINIMUM OF 1/4” PER FOOT. 22 SLOPE VENT SYSTEM TOWARDS DRAINAGE SYSTEM. 23 SIMILAR EQUIPMENT SHALL BE OF THE SAME MANUFACTURER. 24 ALL EQUIPMENT SHALL PROVIDE THE SCHEDULED PERFORMANCE AT THE JOB SITE ELEVATION. 25 FIXTURE AND EQUIPMENT MODEL NUMBERS SHOWN IN PLUMBING FIXTURE SCHEDULE AND PLUMBING EQUIPMENT SCHEDULE ARE SHOWN TO ESTABLISH THE TYPE OF PRODUCT THAT SHALL BE USED. THE SELECTED PRODUCT SHALL MEET THE SCHEDULED PERFORMANCE DATA SHOWN ON THE SCHEDULE EVEN IF A DIFFERENT MODEL IS SUPPLIED THAT IS DIFFERENT THAN THAT SCHEDULED. 26 ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER’S INSTALLATION INSTRUCTIONS. PROVIDE ALL NECESSARY FITTINGS, TRANSITIONS, VALVES AND OTHER DEVICES AND ACCESSORIES REQUIRED FOR A COMPLETE, WORKABLE INSTALLATION. 27 SEE “PLUMBING FIXTURE SCHEDULE” FOR INDIVIDUAL TRAPS, WASTE, VENT, AND DOMESTIC WATER PIPING FOR INDIVIDUAL FIXTURES. 28 ALL PLUMBING EQUIPMENT SHALL BE LISTED AND LABELED BY AN APPROVED TESTING AGENCY. 29 FIXTURES, EQUIPMENT AND PIPING INSTALLATION SHALL MEET NSF STANDARDS. PLUMBING GENERAL NOTES PLUMBING SHEET INDEX PE001 PLUMBING COVER SHEET PE501 PLUMBING DETAILS PE502 PLUMBING DETAILS PE601 PLUMBING SCHEDULES PD101 PLUMBING DEMOLITION PLAN PL101 GAS PIPING PLAN PL102 DOMESTIC WATER PIPING PLAN PL103 DRAIN, WASTE, & VENT PIPING PLAN PL104 ROOF PLUMBING PLAN SOLENOID VALVES BUTTERFLY VALVE FLOAT AND THERMOSTATIC TRAP ANCHOR CAPPED PIPE UNION 90 DEG TEE DOWN 90 DEG TEE UP 90 DEG ELBOW DOWN 90 DEG ELBOW UP REFRIGERANT FILTER DRIER REFRIGERANT STRAINER REFRIGERANT SITE GLASS REDUCER ECCENTRIC REDUCER CONCENTRIC VICTUALIC COUPLING THERMOMETER PRESSURE GAUGE FLEXIBLE CONNECTION GAUGE COCK STRAINER MANUAL AIR VENTMAV GAS COCK EXPANSION VALVE (REFRIG.) FLOW SETTER BALANCING OR PLUG COCK VENTURI ANGLE VALVE PRESSURE REDUCING VALVE CHAIN OPERATED GATE VALVE RELIEF VALVE BALL VALVE GLOBE VALVE AUTO 3-WAY VALVE AUTO 2-WAY VALVE CHECK VALVE GATE VALVE SHUT OFF VALVE SYMBOL LEGEND SYMBOL DESCRIPTION REFERENCE AND LINE SYMBOLS VALVES, METERS, AND GAUGES num. description date 9-15-1502.06.20 WALL CHROME WALL COVER AND SCREW PLUGGED TEE WITH CLEANOUT 1/8" BEND (TYPICAL) 45 DEG. WYE (TYPICAL) WASTE PIPING FINISHED FLOOR MAY EXTEND AS A WASTE OR VENT LINE 18" MIN CLEVIS HANGER INSULATION PROTECTION SHIELD MSS SP-69 TYPE 1 PIPE TEMPERATURE BELOW AMBIENT INSULATED MSS SP-69 TYPE 1 PIPE TEMPERATURE ABOVE AMBIENT INSULATED OR UNINSULATED SWIVEL MSS SP-69 TYPE 7 NON-INSULATED PIPE MSS SP-69 TYPE 10 NON-INSULATED PIPE INSULATION DWV, DHW, ROOF DRAINSDCW CONDENSATE FUEL GAS STEEL BAND HANGER CLEVIS HANGER STEEL BAND HANGER PIPE SIZE ROOF3" MINPIPE MAXIMUM ROOF PIPE DO NOT ATTACH PIPESTANDS MIRO INDUSTRIES, INC. 170 WEST COTTAGE AVE SANDY, UTAH 84070 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 6'-0" 6'-0" 6'-0" 6'-0" 8'-0" 8'-0" 4" 8'-0" PIPE SUPPORT BLOCK SHALL BE (801) 566-3680 NOTES: AND AT SPACING SPECIFIED. PIPE SUPPORT BLOCK TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S PIPE STANDS MAY BE STACKED TO EXTRA LAYER OF MEMBRANE OR SPACING SUPPORT SCHEDULE SIZE SUPPORTED PIPE AT ALL ELBOWS1. 2. 3. A MINIMUM OF ONE PIPE SIZE LARGER TAHN PIPE TO ROOF RECOMMENDATIONS OBTAIN REQUIRED HEIGHT ROOFING SPECIFICATIONS WALKING PAD, SEE ARCHITECHURAL PIPE STRAP NO. 10 STAINLESS PIPE STRAP SEE PLANS STEEL SCREW TRAP GUARD BY PROSET OR EQUAL FINISHED FLOOR PVC CLEANOUT PLUG AND FERRULE WASTE PIPING WYE 1/8" BEND HEAVY DUTY ACCESS FRAME AND COVER TOP OF COVER SHALL BE FLUSH W/TOP OF FLOOR. FS-1 2"2"2" AIR GAP 2"2" COPPER DRAIN PIPE (HOLD HIGH FOR MAX CLEARANCE AT SHELF) STRAIGHT RUN TO FLOOR SINK (NO ELBOWS) CUT HOLE IN EQUIPMENT SHELF 2" COPPER BALL VALVE. (TYP.) KEYED NOTES: FS-1 2"2"2" PROVIDE AIR GAP AS REQUIRED BY CODE TO FLOOR SINK. 1 1 2" SECURE FULL LENGTH OF PIPE TO WALL WITH UNISTRUT2 MATERIAL: PVC ONLY, NO ALTERNATES3 3 2 FURNCO FLEXIBLE PVC COUPLINGS OUT TO STORE DRAIN CARBON FILTER 1 IN FROM CITY DRAINDRAIN SOFTENER NO. 1 BRINE TANK SOFTENER NO. 2 BIG BLUE SEDIMENT FILTER (V1) (G1) (V1) (V1) (G1) DRAIN CARBON FILTER 2 "OUT TO STORE" COVERS EVERYTHING EXCEPT THE COKE, TEA, BEER AND ANY OUTSIDE TAPS MAKE SURE TO TIGHTEN THE DRAIN LINES ON THE MIXING HEADS IN FROM SEDIMENT FILTER OUT TO CARBON FILTER 1 OUT TO COKE, TEA, BEER IN FROM SEDIMENT FILTER IN FROM WATER SOFTENERS (V1) - BALL VALVE (NOT PROVIDED) (G1) - 0-100psi GAUGE (NOT PROVIDED)324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:52:54 PM R&R BBQ - MERIDIANPLUMBING DETAILSPE5013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPSCALE: NTS 3 WALL CLEANOUT SCALE: NTS 5 PIPE HANGERS SCALE: NTS 7 ROOF PIPING SUPPORT SCALE: NTS 8 FLOOR DRAIN SCALE: NTS 4 FLOOR CLEANOUT SCALE: NTS 2 HOT FOOD WELL WASTE PIPING DETAIL SCALE: NTS 1 THREE COMPARTMENT SINK WASTE PIPING DETAIL SCALE: NTS 6 DOMESTIC WATER SYSTEM DETAIL num. description date 9-15-1502.06.20 (TYPICAL) TO 6" ABOVE GRADE GAS LINE SHALL HAVE WRAPPING UP TO BUILDING GAS PRESSURE REGULATOR VENT IAPMO APPROVED SEISMIC SHUT-OFF VALVE BY MECHANICAL CONTRACTOR SWING JOINT GAS COCK 12" TO GAS MAIN FINISHED GRADE PLUGGED TEE WITH BUSHING AND 3/8" PLUG INSULATING UNION BY GAS COMPANY PROVIDED AND INSTALLED ALL PIPING AND METER HOUSE GAS METER CONTRACTOR IS TO COORDINATE WITH OWNER AND OWNER'S INSURANCE COMPANY AND LOCAL GAS COMPANY ON INSTALLATION OF IAPMO APPROVED SEISMIC SHUT-OFF VALVE IF REQUIRED. NOTE: VALVE MAY NOT BE REQUIRED BY LOCAL GAS COMPANY. MEMBRANE ROOFING MATERIAL12" MIN.SEAL WATERTIGHT TO VENT STACK. INSTALLED BY ROOFING CONTRACTOR. SINGLE PLY ROOF JACK FURNISHED AND VENT STACK AS REQUIRED SLEEVE ROOF CONSTRUCTION PROVIDE SCREEN ON TOP NO-HUB BAND ROOF DRAIN OVERFLOW ROOF DRAIN DSN-1 THIS POINT ROOFING INTO DRAIN AT ROOFING CLAMPS WOOD UNDERDECK CLAMP ROOF DRAIN(DOWNSPOUT NOZZLE) ROOF DRAIN PIPING. ROOFING INSULATION EXTENSION PIECE ROOF DRAIN THIS POINT SIZE SAME AS CONNECTING UNDERDECK CLAMP INSULATION ROOFING CLAMPS INTO DRAIN AT EXTENSION PIECE SHEATHING WOOD SHEATHING 4" OVERFLOW RING RD-1 CAST IRON DOME OD-1 ROOF DRAIN DETAIL. NOTE: COORDINATE WITH ARCHITECT CAST IRON DOME TO BE PROVIDED WITH UNITS OR JANITORS ROOF 1/2" SUPPLY RADIUS BOTTOM DUCT EVAP. MEDIA 18" CURB SLOPE SLOPE INTAKE FRESH AIR 1/2" SOFT COLD WATER 1/2" SOFT COLD WATER 1" DRAIN 1" DRAIN FLOOR SINK 1" DRAIN SINK EQUIPMENT 10X PIPE DIA. (MIN.) FULL SIZE CAPPED INSPECTION TEE VENT TUBE CONNECTOR WITH 1/4" TUBING GAS COCK (VALVE) DIRT LEG FULL SIZE CAPPED TEE RUBBER GROMMET RUN GAS LINE FULL SIZE GAS PRESSURE REGULATOR FLEXIBLE PIPING VENT LINE SIZING FUEL LINE SIZE VENT LINE SIZE (NOMINAL INCHES) (NOMINAL INCHES) UP TO 1 1/2" 3/4" 2" 1" 2 1/2" 1 1/4" 3" 1 1/4" DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PANPITCH DOWN TOWARD DRAIN CLEAN OUT OPEN DRAIN DRAIN PAN B A 1" (25mm) WHERE X = STATIC PRESSURE IN PAN BLOW THRU DRAW THRU 1" (25 MM) 2" (50 MM) UNIT TYPE A 2X X B PLUS X MINIMUM FAUCET 3/8" COLD WATER SUPPLY LAVATORY/HAND SINK CHROME PLATED BRASS TAILPIECE & P-TRAP 1/4 TURN CHROME PLATED BRASS STOP 3/8" HOT WATER SUPPLY 1/4 TURN CHROME PLATED BRASS STOP THERMOSTATIC MIXING VALVE LAV SHIELD (TMV) BALL VALVE (TYP) RECIRCULATION PUMP CHG CHGAGA P&T RELIEF VALVE RUN DRAIN LINE FULL SIZE TO MOP SINK DOMESTIC HOT WATER DOMESTIC HOT WATER RECIRC. NOTE: PROVIDE MIXING VALVES AT PLUMBING FIXTURES AS REQUIRED. EXPANSION TANK SPRING LOADED CHECK VALVE (TYP) GAS SHUT-OFF VALVE (TYP) - ALSO PROVIDE DIRT LEG ON GAS LINE GAS DOMESTIC COLD WATER CONDENSATE COMM. CABLE FILTERED WATER SUPPLY ABOVE CEILING WHERE SHOWN ON PLAN. 1" ID SODA DISPENSOR PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS PROVIDE CONNECTIONS AS RECOMMENDED BY EQUIPMENT MANUFACTURER. CUBER (REMOTE ICE MAKER)ID1" COPPER RPZ BACKFLOW PREVENTER WATER HAMMER ARRESTER. SHUTOFF VALVE (TYPICAL) PROVIDE ADAPTER AND SIX FOOT LONG TYPE "K" SOFT COPPER TUBING AND CONNECT TO CUBER WATER INLET. CONNECT TO CUBER DISPENSOR DRAIN OUTLET AS REQ'D. CONNECT TO SODA DISPENSOR DRAIN OUTLET AS REQ'D. INDIRECT DRAIN OPEN TO ATMOSPHERE AT UPPER END. ROUTE REFRIGERANT LINE SET FROM CUBER TO REMOTE CONDENSING UNIT LOCATED ON THE ROOF. FOLLOW ALL MANUFACTURER INSTALLATION REQUIREMENTS. REFRIGERANT LINE TO BE ROUTED 35 FEET MAXIMUM. ALTERNATE DRAIN LINE CONNECTION TO EVAPORATOR ID1" STAND PIPE/DRAIN 3/4" DRAIN BARB CONNECTIONS 2 FT. X 1" O.D. SILICONE TUBING NOTE: MINIMUM 8" RADIUS ON SILICONE DRAIN LINE. DRAIN LINE FROM ICE MACHINE MUST HAVE AT LEAST 1/4" PER FOOT PITCH.324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:52:58 PM R&R BBQ - MERIDIANPLUMBING DETAILSPE5023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPSCALE: NTS 1 GAS METER SERVICE CONNECTION DETAIL SCALE: NTS 8 VENT THROUGH ROOF DETAIL SCALE: NTS 2 ROOF DRAIN & OVERFLOW ROOF DRAIN DETAIL SCALE: NTS 6 MAKE-UP AIR UNIT PIPING SCHEMATIC SCALE: NTS 5 EQUIPMENT GAS PIPING WITH REGULATOR SCALE: NTS 3 CONDENSATE TRAP DETAIL SCALE: NTS 9 HAND SINK W/MIXING VALVE SCALE: NTS 4 DUAL TANKLESS WATER HEATER DETAIL num. description date SCALE: NTS 7 REMOTE ICE MACHINE PIPING 9-15-1502.06.20 DESCRIPTION NG (MBH)WASTE- BACKFLOW PREVENTION KITCHEN & GENERAL EQUIPMENT SCHEDULE HOT FOOD SERVING COUNTER - 5 WELLS COUNTERTOP HOT PLATE, GAS 64 FRYER, GAS, FLOOR MODEL, FULL POT 90 PROOFER CABINET HOT FOOD SERVING COUNTER - 4 WELLS FAUCET, POT FILLER HAND SINK (WALL MOUNTED)DIRECT HAND SINK - KITCHEN DIRECT UNDERBAR SINK UNIT (54) DISHWASHER BUILT IN HAND SINK WATER SOFTENER WATER HEATER INDIRECT SPLASH MOUNTED FAUCET HOT FOOD SERVING COUNTER - 3 WELLS DUAL CHECK DUAL CHECK COUNTERTOP GRIDDLE, GAS TILTING GAS STEAM KETTLE INDIRECT CONVECTION OVEN, GAS MOP SINK DIRECT NOTES PROOFER CABINET RPZ COKE MACHINES BULK CO2 TANK SMOKER TEA DISPENSER INDIRECT DUAL CHECK DUAL CHECK INDIRECT INDIRECT 90 INDIRECT RPZ INDIRECT 140 100 DUAL CHECK INDIRECT MIXING VALVE MIXING VALVE DIRECT MIXING VALVE INDIRECT DUAL CHECK INDIRECT 65 INDIRECT DUAL CHECK MIXING VALVE PROVIDE 1/4" FLEXIBLE VINYL BRAIDED LINE (7 ft.. long) AND INSTALL INSTEAD OF LINES INCLUDED WITH PROOFERS PROVIDE 1/4" FLEXIBLE VINYL BRAIDED LINE (7 ft. long) AND INSTALL INSTEAD OF LINES INCLUDED WITH PROOFERS MOVEABLE GAS CONNECTOR KIT 48" LONG, PVC OVER BRAIDED STAINLESS STEEL, 90° ELBOWS, SNAPFAST Q.D. PREP SINK INDIRECT MIXING VALVE. 200 GAS PRESSURE REGULATOR SCHEDULE SYMBOL LOCATION MANUFACTURER MODEL NO. REGULATOR SIZE (INCHES) CAPACITY (CFH) NOTES GPR INDOOR/OUTDOOR PF REGULATOR F30051 1/2 928 (1)(2)(3)(4)(5) F30052 3/4 1115 F30053 1 1501 F3013 1-1/4 7894 ACCEPTABLE MANUFACTURERS NOTES: PIETRO FIORENTINI MAXITROL (1) 2.0 PSIG INLET PRESSURE , 850 BTU PER CF (2) 4 0Z (7" W.C.) OUTLET PRESSURE (3) DIE CAST ALUMINNUM BODY, NITRILE DIAPHRAGM (4) NPT THREADED INLET & OUTLET (5) BALL CHECK AUTOMATIC VENT LIMITING DEVICE NATURAL GAS REQUIREMENTS EQUIPMENT QUANTITY SEA LEVEL FUEL GAS INPUT CAPACITY (BTUH) JOB SITE FUEL GAS REQUIREMENTS (CFH) TOTAL FUEL GAS CAPACITY (CFH) BRANCH PIPE SIZES - EACH PIECE OF EQUIP. (INCHES) 2 PSIG 4 OZ @ 10 FT WATER HEATER 2 200,000 218 MAKEUP AIR UNIT (MAU-1)1 408,000 444 CONVECTION OVEN 1 140,000 152 1/2" COUNTERTOP GRIDDLE 1 90,000 98 1/2" PITCO FRYERS 3 90,000 98 1/2" TOTAL ---- 2,217 2,412 BASIS OF DESIGN NOTES: 2015 INTERNATIONAL FUEL GAS CODE (1) PROVIDE GAS SHUT-OFF VALVE AND GAS PRESSURE REGULATOR (2LB TO 4OZ) AT EACH PIECE OF EQUIPMENT. HEAT CONTENT OF GAS (BTUH/CU. FT): 919.0 GAS PRESSSURE AT METER (LB):2.0 DISTANCE FROM GAS METER TO MOST REMOTE GAS REG.(FEET):150.0 MAXIMUM DISTANCE FROM GAS PRESS. REGULATOR TO APPLIANCE (FEET):10.0 1/2" (E)RTU-1 (7.5 ton)1 120,000 131 (E)RTU-2 (7.5 ton)1 120,000 131 1/2" 1/2" 1/4"1 (N)RTU-4 (5 ton)1 80,000 87 1/2" (E)RTU-3 (10 ton)1 150,000 163 1/2" COUNTERTOP HOT PLATE 1 64,000 70 1/2" SMOKERS 3 65,000 71 1/2" 436 444 152 98 294 131 131 87 163 70 213 STOCK POT RANGE 2 90,000 98 1/2"196 3/4" 1/2" 1/2" 1/2" 1/2" 1" 4 OZ @ 150 FT 1/4"1 3" 3/4" 3/4" 1" 1" ---- 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/4"1 1/2"1 1" 1" 1" 1" 1" SANITARY SEWER DEMAND EQUIPMENT MINIMUM TRAP AND TRAP ARM QUANTITY INDIVIDUAL DRAINAGE FIXTURE UNIT TOTAL DRAINAGE FIXTURE UNITS WATER CLOSET, FLUSH VALVE (PUBLIC 1.6 GPF)3" 3 4.0 12.00 LAVATORY 1-1/4"2 1.0 2.00 FLOOR DRAIN 2"2 2.0 4.00 TOTAL (DFU):74.00 BASIS FOR DESIGN: 2017 IDAHO STATE PLUMBING CODE CHAPTER 7, TABLE 703.2 - PIPE SIZE:4" GREASE WASTE DEMAND EQUIPMENT MINIMUM TRAP AND TRAP ARM QUANTITY INDIVIDUAL DRAINAGE FIXTURE UNIT TOTAL DRAINAGE FIXTURE UNITS FLOOR DRAIN 2" 5 2.0 10.00 FLOOR SINK 3" 8 4.0 32.00 SERVICE SINK 1-1/2"1 2.0 2.00 TOTAL (DFU):44.00 PER 2-17 IDAHO STATE PLUMBING CODE TABLE 1014.2.1, EXISTING GREASE INTERCEPTOR TO HAVE A MINIMUM OF 75 GPM CAPACITY. GREASE WASTE DEMAND 4" 1 44.0 44.00 HAND WASHING SINK 1-1/2"3 2.0 6.00 URINAL 2" 1 2.0 2.00 FLOOR SINK 3" 1 4.0 4.00 4 VALVE SCHEDULE SERVICE VALVE TYPE PIPE SIZE DESCRIPTION DOMESTIC WATER SERVICE BALL VALVE 2" & SMALLER COPPER ALLOY, 2-PIECE, STANDARD PORT, CHROME PLATED BALL, TFE SEAT, LEVER HANDLE, 400 PSIG WOG, MSS SP-110, SOLDERED OR THREADED END CHECK VALVE 2" & SMALLER BRONZE BODY, SPRING TYPE, TFE SEAT, BRONZE DISC, SOLDERED OR THREADED ENDS, MSS SP-80 UNION 2" & SMALLER ASTM B16.39, CLASS 150, MALLEABLE IRON, HEXANGONAL STOCK BODY, BRONZE-TO- BRONZE SEAT NATURAL GAS BALL VALVE 2" & SMALLER COPPER ALLOY, 2-PIECE, STANDARD PORT, CHROME PLATED BALL, TFE SEAT, LEVER HANDLE, 400 PSIG WOG, MSS SP-110, AGA APPROVED, ASME B26.33, THREADED END UNION 2" & SMALLER ASTM B16.39, CLASS 150, MALLEABLE IRON, HEXANGONAL STOCK BODY, BRONZE-TO- BRONZE SEAT WATER HAMMER ARRESTER SCHEDULE SYMBOL INLET SIZE (INCHES) PDI SYMBOL CAPACITY (DFU) BASIS OF DESIGN MANUFACTURER & MODEL WHA-A 3/4 A 1-11 J.R. SMITH 5005 WHA-B 1 B 12-32 J.R. SMITH 5010 WHA-C 1 C 33-60 J.R. SMITH 5020 WHA-D 1 D 61-113 J.R. SMITH 5030 WHA-E 1 E 114-154 J.R. SMITH 5040 WHA-F 1 F 155-330 J.R. SMITH 5050 ACCEPTABLE MANUFACTURERS NOTES / REMARKS SIOUX CHIEF "HYDRA-ARRESTER" MIFAB "MWH" J.R. SMITH "50XX" WATTS LF02 (1) ANSI / ASSE 1010 LISTED (2) LEAD FREE CONSTRUCTION (3) COPPER TUBE BODY; POLY PISTON, EPDM O-RING (4) MIP THREADED INLET NOTES: 1. WATER HAMMER ARRESTOR SHALL BE SIZED AND INSTALLED PER PLUMBING AND DRAINAGE INSTITUTE (STANDARD PDI-WH 201) REQUIREMENTS IN ACCESSIBLE LOCATIONS ON THE COLD WATER AND HOT WATER PIPING AND WHERE FLUSH VALVES AND ANY OTHER QUICK CLOSING VALVES ARE USED. DOMESTIC WATER DEMAND EQUIPMENT TYPE OF SUPPLY CONTROL QUANTITY TOTAL WATER SUPPLY FIXTURE UNITS PER FIXTURE (WSFU) LAVATORY FAUCET 5 1.50 2.00 10.00 WATER CLOSET FLUSH VALVE 3 10.00 10.00 30.00 SERVICE SINK FAUCET 1 2.25 3.00 3.00 BEVERAGE DISPENSER 3/8" VALVE 1 0.25 0.25 0.25 TOTAL (WSFU): 70.25 2015 INTERNATIONAL PLUMBING CODE - TABLE E103.3(3) ESTIMAT ED DEMAND (GPM): PIPE SIZE (COLD WATER SUPPLY TO BUILDING): 58 2" 3.0 6.0 TOTAL WATER SUPPLY FIXTURE UNITS (WSFU) 2015 INTERNATIONAL PLUMBING CODE - FIGURE E103.3(4) PIPE FRICTION (PSI / 100 FT): PIPE VELOCITY (FEET / SECOND): HOSE BIBB VALVE 2 2.50 5.00 5.00 KITCHEN SINK FAUCET 3 3.00 4.00 12.00 HOT WATER SUPPLY FIXTURE UNITS PER FIXTURE (WSFU) 1.50 0 2.25 0 0 3.00 COLD WATER SUPPLY FIXTURE UNITS PER FIXTURE (WSFU) TOTAL COLD (WSFU) TOTAL HOT (WSFU) 64.00 18.75 URINAL FLUSH VALVE 1 10.00 10.00 10.000 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/23/2020 4:01:16 PM R&R BBQ - MERIDIANPLUMBING SCHEDULESPE6013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUPPLUMBING FIXTURE SCHEDULE LABEL DESCRIPTION WASTE CW HW MANUFACTURER MODEL REMARKS DW-1 DISHWASHER 2" 0" 3/4" ECOLAB ES-2000 FD-1 FLOOR DRAIN 2" 0" 0" ZURN INDUSTRIES Z199 PROVIDE TRAP GUARD, PRO-SET OR APPROVED EQUAL FS-1 FLOOR SINK 3" 0" 0" JAY R. SMITH 3150Y PROVIDE DOME STRAINER AND HALF GRATE COVER ON ALL FLOOR SINKS. PROVIDE TRAP GUARD, PRO-SET OR APPROVED EQUAL. HB-1 HOSE BIBB - INTERIOR 0" 3/4" 0" JAY R. SMITH 5670-H PROVIDE WITH VACUUM BREAKER. HB-2 HOSE BIBB - EXTERIOR 0" 3/4" 0" JAY R. SMITH 5509QT RECESSED BOX TYPE, NON-FREEZE, INTEGRAL VACUUM BREAKER, "T" HANDLE KEY. LAV-1 ADA WALL MOUNT TROUGH SINK 2" 1/2" 1/2" CUSTOM LAVATORY & AMERICAN STANDARD CUSTOM SINK & 2064.145 BATTERY POWERED DECK MOUNT FAUCET (PWRX LONG LIFE BATTERY FOR 0.5 GPM FLOW. LAVATORY MUST BE APPROVED FOR COMMERCIAL USE AND MEET ALL ICC REQUIREMENTS. LAVATORY MUST BE ADA COMPLIANT. MSF-1 MOP SINK FAUCET 0" 1/2" 1/2" ELKAY LKB940C 8" CENTER WALL MOUNTED. PROVIDE 8 FT. UTILITY HOSE WITH 3/4" BRASS COUPLINGS AT BOTH ENDS. ALSO PROVIDE HOSE END SPRAYER (CRENOVA OR EQUAL). S-1 HAND SINK - WALL MOUNTED 2" 1/2" 1/2" GSW USA HS-1615KSSG PROVIDE WITH MIXING VALVE S-2 PREP SINK 2" 1/2" 1/2" ELKAY E1C16X20-OX INCLUDE FAUCET - 8" ON CENTER. DRAIN INDIRECTLY TO CLOSEST FLOOR SINK UR-1 WALL MOUNTED URINAL 2" 3/4" 0" KOHLER & SLOAN K-4904-ET & ECOS 8186 - 0.125 LOW FLUSH, BATTERY-POWERED FLUSH VALVE WC-1 ADA WATER CLOSET 4" 1" 0" AMERICAN STANDARD & SLOAN MADERA FLOWISE 3043.001 & 8113 OPTIMA INSTALL AT ADA COMPLIANT HEIGHT. BATTERY-POWERED TOP MOUNT FLUSH VALVE WC-2 WATER CLOSET 4" 1" 0" AMERICAN STANDARD & SLOAN MADERA FLOWISE 2234.001 & 8113 OPTIMA BATTERY-POWERED TOP MOUNT FLUSH VALVE RECIRCULATION PUMP SCHEDULE LABEL MANUFACTURER & MODEL NUMBER PUMP TYPE SYSTEM SERVED LIQUID TYPE GPM FT. HD. TEMP RANGE (F)V/PH/HZ WATTS AMPS ACCESSORIES & REMARKS RCP-1 BELL & GOSSETT ECOCIRC 19-16 CIRCULATOR, IN-LINE SOFTENED DHW WATER 0.75 2 36-203 115/1/60 60 .5 6 FT. LINE CORD WITH PLUG. OUTLET PROVIDED ON ELECTRICAL PLANS. 1. PROVIDE WITH AQUASTAT AND TIE INTO BUILDING TIMER WITH RUN TIME 1 HOUR BEFORE AND AFTER OCCUPIED SCHEDULE. 2. BALANCE DOMESTIC HOT WATER RECIRCULATING LINE. PROVIDE BALANCING VALVE. PROVIDE P&T PORT ON INLET AND DISCHARGE OF PUMP. PROVIDE BALANCE REPORT TO ENGINEER. 3. PROVIDE WITH BRONZE, PLASTIC, OR STAINLESS STEEL IMPELLER AND STAINLESS STEEL BODY. 4. ACCEPTABLE MANUFACTURERS: BELL & GOSSETT, ARMSTRONG, TACO, GRUNDFOS OR PRIOR APPROVED EQUAL. 5. RUN IN CONSTANT PRESSURE MODE IN CONJUNCTION WITH CALEFFI MODEL 116 THERMAL BALANCING VALVES TO ALLOW PUMP TO RUN AT LOWER SPEED WHEN HOT WATER IS RUNNING. 6. PROVIDE CALEFFI THERMAL BALANCING VALVES AT EACH CONNECTION POINT OF RECIRC LINE TO HOT WATER LINE. TANKLESS WATER HEATER (GAS) LABEL LOCATION TYPE FLOW RATE AT 45° F (GPM) FLOW RATE AT 67° F (GPM) FLOW RATE AT 90° F (GPM) HIGH GAS INPUT(BTUH) LOW GAS INPUT(BTUH) DESIGN PRESSURE VOLTS PHASE AMPS FULL WEIGHT (LBS)MANUFACTURER MODEL REMARKS WH-1 BACK OF HOUSE NATURAL GAS 8.7 5.6 4.4 199000.0 19900 100.00 psi 120 1 4 125 NAVIEN NPE-240A 1,2,3,4 WH-2 BACK OF HOUSE NATURAL GAS 8.7 5.6 4.4 199000.0 19900 100.00 psi 120 1 4 125 NAVIEN NPE-240A 1,2,3,4 1. PROVIDE WITH CONCENTRIC VENT KIT 2. ELECTRICAL OUTLET TO BE PROVIDED ON ELECTRICAL PLANS. 3. PROVIDE WITH EXPANSION TANK THERM-X-TROL ST-12 4. ACCEPTABLE MANUFACTURERS: HTP, RINNAI OR PRIOR APPROVED EQUAL. CARBON FILTER - BACKWASHING LABEL MANUFACTURER & MODEL NUMBER MAXIMUM OPERATING PRESSURE OPERATING TEMPERATURE RANGE REMARKS CF-1 AXIS SERIES 942 100 PSI 40°-90°F PROVIDED BY OWNER, INSTALLED BY CONTRACTOR CF-2 AXIS SERIES 942 100 PSI 40°-90°F PROVIDED BY OWNER, INSTALLED BY CONTRACTOR WATER SOFTENER SCHEDULE LABEL MANUFACTURER & MODEL NUMBER BRINE TANK SIZE MEDIA TANK SIZE MEDIA QUANTITY RECHARGE TIME BRINE TANK CAPACITY MEDIA TANK CAPACITY DISTRIBUTOR ASSEMBLY REMARKS WS-1 SENTRY II SERIES 962SM 24"x41" 12"x52" 2 20 MIN 90,000 GRAINS 60,000 GRAINS EACH D931-54 PROVIDED BY OWNER, INSTALLED BY CONTRACTOR WATER FILTER SCHEDULE LABEL EQUIPMENT TYPE INCOMING WATER LINE SIZE INCOMING WATER TEMPERATURE APPROXIMATE MAXIMUM GPM REMARKS WF-1 BIG BLUE SEDIMENT FILTER 1-1/4" 40°-70°F 20 GPM PROVIDED BY OWNER, INSTALLED BY CONTRACTOR 1. REQUIRES 120V OUTLET WITHIN 12'. 1. REQUIRES 120V OUTLET WITHIN 12'. num. description date 4 City Review Comments 3.24.20 9-15-1503.23.20 C(0.75~90,000~~2.5")ICEDCH C HC DD D DCCCHCG G G G HC CHCH 1 2 3 444 5 3 6 7 1/2"ø NG 1/2"ø NG 7 8 9 6 7 1/2"ø NG1/2"ø NGWH-1 WH-2 10 WOMENS 107 MENS 106 JANITOR 115 CORRIDOR 105 VEST. 101 QUEUE 102 BEVERAGE 104 DINING 103 SERVICE AREA 108 TAKE OUT PREP 110 COOKLINE 'A' 109 SMOKER 114 DISH / WASH ROOM 113 WALK-IN 112 COOKLINE 'B' 111 F 4.2 E D B A.2C 4 3 1 AF.2 8 (E)2"ø NG 6 1 1/4"ø NG 1 1/4"ø NG 1/2"ø NG 1/2"ø NG 1/2"ø NG1/2"ø NG 1"ø NG 1/2"ø NG 1/2"ø NG 3/4"ø NG11 12 1"ø NG 3/4"ø NG 1/2"ø NG1/2"ø NG 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/26/2020 12:58:45 PM R&R BBQ - MERIDIANGAS PIPING PLANPL1013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 GAS PIPING PLAN SHEET KEYNOTES 1 1/2" NG (2 LB) BRANCH OFF OF GAS LINE BEHIND EQUIPMENT. PROVIDE AN ISOLATION VALVE, PRV, AND ALL FINAL CONNECTIONS TO COUNTERTOP GRIDDLE. INSTALL ANSUL GAS (PROVIDED W/ HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. 2 1/2" NG (2 LB) BRANCH OFF OF GAS LINE BEHIND EQUIPMENT. PROVIDE AN ISOLATION VALVE, PRV, AND ALL FINAL CONNECTIONS TO COUNTERTOP HOT PLATE. INSTALL ANSUL GAS (PROVIDED W/ HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. 3 1/2" NG (2 LB) BRANCH OFF OF GAS LINE BEHIND EQUIPMENT. PROVIDE AN ISOLATION VALVE, PRV, AND ALL FINAL CONNECTIONS TO RANGE. INSTALL ANSUL GAS (PROVIDED W/ HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. 4 PROVIDE AN ISOLATION VALVE, PRV, AND ALL FINAL CONNECTIONS TO FRYER (3 SEPARATE FRYERS, 1/2" NG TO EACH). INSTALL ANSUL GAS (PROVIDED W/ HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. 5 1/2" NG (2 LB) BRANCH OFF OF GAS LINE BEHIND EQUIPMENT. PROVIDE AN ISOLATION VALVE, PRV, AND ALL FINAL CONNECTIONS TO CONVECTION OVEN. INSTALL ANSUL GAS (PROVIDED W / HOOD) VALVE PRIOR TO ANY FIXTURE CONNECTIONS. FIXTURE CONNECTION IS AT APPROXIMATELY 9" AFF. 6 PROVIDE AN ISOLATION VALVE, PRV, AND ALL FINAL CONNECTIONS TO SMOKER. 7 DROP GAS PIPING (2 LB) DOWN WALL TO EQUIPMENT. 8 DROP 1/2" NG (2 LB) DOWN BY WALL TO WATER HEATER. PROVIDE AN ISOLATION VALVE, PRV, AND ALL FINAL CONNECTIONS. 9 UPSIZE GAS METER - COORDINATE WITH GAS COMPANY. GAS METER INFO: 2,412 CFH. LONGEST LENGTH - 150'. PRESSURE - 2 LB. SCHEDULE 40 METALLIC PIPE. SEE SHEET PE601 FOR GAS EQUIPMENT TABLE. 10 ROUTE GAS LINE THROUGH FIRE SUPPRESSION CABINET PRIOR TO ANY EQUIPMENT CONNECTIONS UNDER HOODS "H-1", H-2" AND "H-3". INSTALL ANSUL GAS SHUTOFF PER HOOD DETAILS. 11 ROUTE GAS LINE THROUGH REMOTE FIRE SUPPRESSION CABINET (FIELD COORDINATE EXACT LOCATION) PRIOR TO ANY EQUIPMENT CONNECTIONS UNDER HOOD "H-4". INSTALL ANSUL GAS SHUTOFF PER HOOD DETAILS. 12 CONNECT NEW 1-1/4" GAS PIPING TO EXISTING 2" GAS PIPING THROUGH ROOF IN THIS APPROXIMATE LOCATION. GENERAL SHEET NOTES 1. ALL GAS REGULATORS TO BE 2LB TO 4 OZ TYPE WITH ADJU STMENT FROM 5" -12" WATER COLUMN. INSTALL APPROXIMATELY 10' UPSTREAM OF EQUIPMENT CONNECTION. 2. RUN ALL GAS PIPING ABOVE CEILING INSIDE TRUSS WEBBING. 3. ALL NATURAL GAS PIPING 2-1/2" AND OVER OR 5 PSI OR GREATER TO BE WELDED. 4. GAS PIPING SCHEDULE A. NATURAL GAS PIPING 2" AND SMALLER = SCHEDULE 4-STEEL PIPE - THREADED B. NATURAL GAS PIPING 2-1/2" AND LARGER = SCHEDULE 40 STEEL PIPE - WELDED C. NATURAL GAS PIPING BELOW GRADE = POLYETHYLENE PIPE -FUSION WELDED 5. PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 6. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PR IOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR C ONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 7. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS D IAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, O FFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 8. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 9. INSULATE PIPING WITH FIBERGLASS PIPE COVERING WITH ALL SERVICE JACKET AND SELF-CAP SEAL. FITTINGS SHALL BE MITERED PIPING COVERING OF GLASS FIBER MOLDED FITTINGS FOR USE IN A RETURN AIR PLENUM. THERMAL CONDUCTIVITY SHALL BE A MAXIMUM OF .25/INCH THICKNESS AT 75°F. 10. P.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 11. ALL GAS METER REGULATORS ARE TO BE VENTED TO THE OUTSIDE OF THE BUILDING BY THE MECHANICALCONTRACTOR OR PROVIDE / INSTALL VENTLESS REGULATORS IF ALLOWED BY THE LOCAL JURISDICTION.NON E OF THE VENT PIPING OFF THE REGULATORS ARE SHOWN ON THE PLANS. 12. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. NORTH num. description date 1 Owner Revisions 2.28.20 4 City Review Comments 3.24.20 9-15-1503.26.20 C(0.75~90,000~~2.5")ICEDCH C HC DD D DCCCHCG G G G HC CHCH HC WC-1 WC-2 1 1 2 33 4 5 HB-1 38" AFF 6 3/4"ø SHW1/2"ø SHW 1/2"ø SHW 38" AFF 38" AFF 6 6 LAV-1 LAV-1 3 MSF-1 HB-1 7 8 (E)1 1/2"ø DCW 2 9 10 1/2"ø SHWDW-1 S-2 1 7 S-1 S-1 11 11 12 3/4"ø SHW 13 (E)1 1/2"ø DCW 1 S-1 1/2"ø HWR 1/2"ø DCW1/2"ø HWR11 HB-114 WC-1 UR-1 (E)3/4"ø DCW(E)3/4"ø DCW(E)2"ø DCW 2"ø DCW 2"ø DCWEXISTING BUILDING PRV/BFP F E D B A.2C 4 3 1.3 1 1 AF.2 F.2 (E)1 1/2"ø DCW (E)1/2"ø DHW (E)1 1/2"ø DCW (E)1/2"ø DHW (E)1 1/2"ø DCW (E)1 1/2"ø DCW (E)2"ø DCW (E)3/4"ø DHW (E)2"ø DCW 1516 PL102 2 17 1/2"ø SHW 3/4"ø SCW 1/2"ø HWR 1/2"ø HWR 1/2"ø HWR1/2"ø HWR1/2"ø FW1/2"ø SHW1/2"ø HWR 3/4"ø SHW2"ø SCW1/2"ø SCW 1/2"ø SCW 1/2"ø SHW3/4"ø SHW1"ø SHW2"ø SCW 2"ø SCW 2"ø DCW 18 2"ø DCW 1/2"ø SCW3/4"ø SCW 3/4"ø SCW 3/4"ø SHW 1"ø SHW1"ø SHW1"ø SHW 1/2"ø FW 1/2"ø FW S-1 1/2"ø SHW 1/2"ø SHW 1/2"ø SCW 2 HB-1 1 4.2 B 4CF-2WS-1 CF-1 RCP-1 WH-2 WH-1 WF-1 2"ø DCW 1/2"ø HWR 1/2"ø HWR 1 1/4"ø SHW 1 1/4"ø SHW1"ø SHW 1"ø SHW 1"ø SCW1"ø SCW 2"ø SCW 3/4"ø FW 1/2"ø FW 1/2"ø FW 2"ø FW 3/4"ø FW 2"ø FW 2"ø SCW 2"ø SCW 1/2"ø SCW 1 1/4"ø SHW2"ø SCW 19 1/2"ø HWR 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/16/2020 11:09:27 AM R&R BBQ - MERIDIANDOMESTIC WATER PIPING PLANPL1023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 DOMESTIC WATER PIPING PLAN SHEET KEYNOTES 1 DROP 1/2" SCW / SHW DOWN WALL. STUB OUT AT 24" AFF. PROVIDE ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVE AND HW/CW CONNECTIONS TO SINK. 2 DECK MOUNTED LAV FAUCETS PER PLUMBING SCHEDULE. PROVIDE ASSE 1070 COMPLIANT THERMOSTATIC MIXING VALVES AND SINGLE WATER SUPPLY TO EACH FAUCET. ADJUST TEMPERATURE TO 100°F. 3 PROVIDE 1/2" SCW AND PRV TO PROOFER. STUB OUT AT 24" AFF AND PROVIDE VALVED CONNECTION IN ICE MAKER OUTLET BOX RECESSED IN WALL. PROVIDE ALL FINAL CONNECTIONS TO PROOFER CABINET. PROVIDE 1/4" FLEXIBLE VINYL BRAIDED LINES OR STAINLESS STEEL BRAIDED LINES (7 FT. LONG EACH) AND INSTALL INSTEAD OF LINES INCLUDED WITH PROOFERS. 4 DROP 1/2" FILTERED COLD WATER DOWN WALL INSIDE CABINET. PROVIDE DUAL CHECK VALVE FOR THE TEA DISPENSER. PROVIDE STUBOUT AT 24" AFF IN CABINET. PROVIDE ISOLATION VALVE AT END OF LINE INSIDE CABINET. FINAL CONNECTIONS BY OTHERS. 5 1/2" SCW UP THROUGH ROOF. PROVIDE ALL FINAL CONNECTIONS TO MAKE-UP AIR UNIT ON ROOF. PIPE PER MAKEUP AIR PIPING SCHEMATIC AND PER MANUFACTURER INSTALLATION MANUAL. 6 1/2" SHW TO WALL MOUNTED POT FILLER (+38"AFF) AT HOT FOOD SERVING COUNTER. CENTER ON EQUIPMENT BELOW. 7 HOSE BIB TO ECOLAB CHEMICAL STATION AT +18" AFF. 8 DROP 1/2" SCW / SHW DOWN WALL. STUB OUT AT 24" AFF. PROVIDE HW/CW CONNECTIONS TO SINK FAUCET. 9 DROP 1/2" SCW/SHW DOWN WALL TO CONNECT TO 3-COMP SINK. 10 DROP 3/4" SHW DOWN WALL TO DISHWASHER. STUB OUT AT 72" AFF. PROVIDE ISOLATION VALVE, PRV (20 PSI), CHECK VALVE AND ALL FINAL CONNECTIONS TO DISHWASHER. REFER TO MANUFACTURER INSTALLATION INSTRUCTIONS. 11 PROVIDE CALEFFI 116 THERMOSETTER WHERE HOT WATER RECIRCULATION PIPING CONNECTS TO HOT WATER PIPING. ESTIMATED FLOW OF 0.25 GPM. 12 BRANCH 1/2" FW FROM MAIN FW LINE TO CARBONATOR. MOUNT AT 8'-0" AFF. TERMINATE AT 1/2" QUARTER TURN BALL VALVE AND FEMALE FITTING AT CARBONATOR. CARBONATOR TO BE INSTALLED BY COKE VENDOR. 13 ROUTE WATER LINES UNDER SLAB. 14 PROVIDE HOT WATER HOSE IN CABINET UNDER COKE MACHINE. 15 CONNECT NEW COLD WATER PIPING TO EXISTING RESTROOM COLD WATER PIPING IN THIS APPROXIMATE LOCATION. 16 CONNECT NEW HOT WATER PIPING TO EXISTING RESTROOM HOT WATER PIPING IN THIS APPROXIMATE LOCATION. 17 DROP 1/2" FILTERED WATER LINE TO ICE MACHINE. PROVIDE ISOLATION VALVE, DUAL CHECK AND PRV (20-80PSI) IN CEILING. PROVIDE CAPPED STUB OUT ABOVE CEILING FOR FINAL CONNECTIONS TO ICE MACHINE. FOLLOW ALL MANUFACTURER INSTRUCTIONS FOR FINAL CONNECTIONS AND FOR ROUTING OF ICE TRANSPORT TUBE TO BEVERAGE DISPENSER. 18 CONNECT NEW PIPING TO EXISTING DOMESTIC COLD WATER STUB OUT FOR SPACE. 19 1" WATER LINE TO/FROM EACH WATER HEATER. GENERAL SHEET NOTES NORTH 1. PC SHALL COORDINATE FIXTURE CONNECTION ELEVATIONS W ITH KITCHEN EQUIPMENT CONTRACTOR'S PLANS. 2. WATER LINES FOR DRINK DISPENSING SHALL HAVE BACKFLOW PROTECTION THAT MEETS THE ASSE 1022 STANDARD. 3. ALL TUBING / PIPING FOR DRINK DISPENSING EQUIPMENT SHALL BE NSF STAMPED. 4. PROVIDE HOT / COLD WATER CHECK VALVES FOR ALL MOP SINKS, 3- COMPARTMENT SINKS, PREP SINKS, AND ANY SINK WITH AN OVERHEAD SPRAYER. 5. ANY PIPING WHICH PENETRATES A COUNTER TOP SHALL BE ROUTED THROUGH A STAINLESS STEEL GROMMET WHICH IS TO BE ADHERED TO THE COUNTER TOP WITH A CLEAR, NON-SHRINKING, MILDEW RESISTANT SILICONE. 6. MAIN PIPE ROUTING SHALL BE ABOVE CEILING. WHERE DROPS OCCUR, PIPES SHALL BE CONCEALED INSIDE WALLS. 7. ALL DOMESTIC HOT / COLD PIPING SHALL BE UPONOR AQUAPEX OR EQUAL AND COLOR CODED ACCORDING TO THE FOLLOWING: *RED -SOFT HOT WATER (SHW) *BLUE -SOFT COLD WATER (SCW) *WHITE -FILTERED COLD WATER (FW) *WHITE -INHIBITOR FILTERED WATER (IF) 8. PROVIDE WATER HAMMER ARRESTORS AT ALL FIXTURES WITH QUICK ACTING WATER SHUT OFF INCLUDING, ICE MAKERS, DISHWASHERS, METER FAUCETS, ETC. 9. RUN ALL WATER AND FIRE PROTECTION PIPING ABOVE CEILING INSIDE TRUSS WEBBING. 10. NO INSULATION REQUIRED ON PEX PIPING 11. WHERE MULITPLE FIXTURE IN CLOSE PROXIMITY ARE SERVED BY THE SAME WATER LINE, PROVIDE MANIFOLD SECURELY FASTENED TO WALL WITH ISOLATION VALVES. 12. ALL WATER SUPPLY STUBOUTS OCCURRING INSIDE CABINETRY TO BE 24" AFF. 13. INSPECTION AND PERMIT BY STATE OR COUNTY HEALTH DEPARTMENT IS REQUIRED FOR CHEMICAL DISPENSER STATIONS AT MOP SINK AND 3-COMP SINK. INSTALLATION MUST CONFORM TO THE STATE OF UTAH AMENDMENT TO THE 2015 IPC. 14.ALL ACCESS COVERS IN RESTROOMS TO BE LOCATED BENEATH SINKS OR ADJACENT TO TOILETS, HIDDEN FROM VIEW WHERE POSSIBLE, PAINTED BLACK. ANY ACCESS COVERS OUTSIDE OF THESE REQUIREMENTS SHALL BE STAINLESS STEEL. 15. DISSIMILAR METAL PIPING CONNECTIONS SHALL HAVE DIELECTRIC ISOLATORS. 16.BALL VALVES SHALL BE FULL PORT AND LEAD FREE. PROVIDE WITH HANDLE/STEM EXTENSIONS FOR PROPER FUNCTION WHEN FULLY INSULATED. EXTENSIONS TO BE SEALED AND VAPOR PROOF. 17.ALL DOMESTIC WATER PIPING TO BE LOCATED ON WARM SIDE OF BUILDING ENVELOPE. 18.PROVIDE BALANCE REPORT OF DOMESTIC WATER RECIRCULATING SYSTEM TO ENGINEER. PROVIDE P&T PORTS AND PRESSURE GAUGES ON EACH SIDE OF RECIRCULATING PUMP. PROVIDE THERMOMETER ON DISCHARGE SIDE OF PUMP. 19.COORDINATE NECESSARY SAW CUTTING, BACKFILL, AND NEW CONCRETE WITH GENERAL. 20.PROVIDE A SAND BED WITH SIX (6") INCHES MINIMUM COVERAGE AROUND ALL BELOW GRADE PIPES. PROVIDE BACKFILL FREE OF BOULDERS LARGER THAN TWO (2") INCHES. COMPACT AND TEST ALL BACKFILL ACCORDING TO ASTM COMPACTION STANDARDS OR PROVIDE PEA GRAVEL BACKFILL. PROVIDE MINIMUM TRENCH WIDTH OF NOT LESS THAN 1.5 TIMES THE PIPE OUTSIDE DIAMETER PLUS 12 INCHES. 21.ALL PIPING THROUGH A FOUNDATION WALL OR UNDER A FOOTING TO BE PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE PASSING THROUGH WALL OR UNDER FOOTING. SEAL WITH CAULK OR FOAM. PIPE SLEEVE UNDER FOOTING TO BE A MINIMUM OF 2" BELOW FOOTING. PIPE TO BE IRON AND EXTEND BEYOND THE WIDTH OF THE FOOTING AT A 45 DEGREE ON BOTH SIDES OF FOOTING. 22.PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 23. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 24. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 25. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 26. INSULATE PIPING WITH FIBERGLASS PIPE COVERING WITH ALL SERVICE JACKET AND SELF-CAP SEAL. FITTINGS SHALL BE MITERED PIPING COVERING OF GLASS FIBER MOLDED FITTINGS FOR USE IN A RETURN AIR PLENUM. THERMAL CONDUCTIVITY SHALL BE A MAXIMUM OF .25/INCH THICKNESS AT 75°F. 27. P.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 28. ALL PIPING EXPOSED TO THE OUTDOORS IS TO BE INSULATED AND WEATHERPROOFED. 29. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 30. PIPING SHALL BE INSULATED AS FOLLOWS: A. DOMESTIC HOT WATER PIPING: 1" THICK FOR ALL PIPE SIZES. B. DOMESTIC COLD WATER PIPING: 1/2" THICK FOR ALL PIPE SIZES (PROVIDE CONTINUOUS VAPOR BARRIER.) num. description date 1 Owner Revisions 2.28.20 2 Health Department Revisions 3.13.20 1" = 1'-0"2 ENLARGED PLUMBING EQUIPMENT PLAN 9-15-1503.16.20 C(0.75~90,000~~2.5")ICEDCH C HC DD D DCCCHCG G G G HC CHCH FS-1 FS-1 FS-1 FS-1 1 1 1 2 3 4 LAV-1 LAV-1 5 S-1 S-1 S-2 DW-1 FS-1 WALL C.O. FS-1 6 FS-1 7 FS-1 S-1 WALL C.O. WALL C.O. 8 8 2 1/2"ø V2"ø V3"ø V 3"ø GWFD-1 FD-1 (E)4"ø SS (E)4"ø SS(E)4"ø SS LAV-1 WC-1 WC-2 UR-1 WC-1 FD-1 WALL C.O. WALL C.O. FLOOR C.O. 9 9 (E)3"ø V (E)4"ø SS (E)4"ø GW (E)4"ø SS (E)4"ø SS (E)4"ø GW 10 11 (E)4"ø GW (E)2"ø V(E)2"ø V(E)2"ø V (E)2"ø V (E)4"ø VTR 3"ø GW3"ø GW3"ø GW3"ø GW3"ø GW 3"ø GW3"ø GW2"ø GW2"ø GW 3"ø GW 2"ø GW 2"ø GW 3"ø GW 3"ø GW 3"ø GW 3"ø GW 2"ø SS2"ø SS 12 2"ø SS F 4.2 E D B A.2C 4 3 1.3 1.2 1 A F.2 3/4"ø CD 3/4"ø CD3/4"ø CD 13 1 1/4"ø V 2 1/2"ø V 1 1/2"ø V2"ø V 3"ø V 1 1/4"ø V WH-2 WH-1 S-1 1 1/4"ø V 2"ø SS FD-1 2"ø GW2"ø SS 3"ø SSFS-1 4 4 REFERENCE ARCHITECTURAL PLANS FOR PLUMBING ROUGH-IN DIMENSIONS SUB-ROUGH PLUMBING ALL FLOOR DRAINS AND FLOOR SINKS SHALL RECEIVE BLOCKOUTS IN THE FINISHED SLAB, AND SHALL BE POURED BACK SEPARATELY. PLUMBING BLOCKOUTS 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/23/2020 3:55:09 PM R&R BBQ - MERIDIANDRAIN, WASTE, & VENT PIPING PLANPL1033680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 DRAIN WASTE & VENT PIPING PLAN SHEET KEYNOTES 1 ROUTE WASTE LINE FOR HOT FOOD WELLS PER DETAIL ON SHEET PE501. 2 ROUTE WASTE LINE FOR 3-COMP SINK PER DETAIL ON SHEET PE501. 3 ROUTE 3/4" COPPER CONDENSATE LINES FROM EVAP COOLER TO FLOOR SINK, SECURE TO WALK-IN PANELS, TERMINATE WITH AIR GAP 1" ABOVE FLOOR SINK. FIELD VERIFY EXACT EVAP COIL LOCATION. 4 PROVIDE 6" VERTICAL PVC PIPING IN WALL FOR SYRUP LINES. STUB CONDUIT OUT AT 24" AFF IN CABINET. TO BE ROUTED OVERHEAD BY COKE VENDOR TO CABINET UNDER SODA MACHINE. 5 3" VENT THRU ROOF. MAINTAIN 10' CLEARANCE FROM ANY FRESH AIR INTAKE ON ROOF. 6 PROVIDE 2" PVC INDIRECT DRAIN FROM DISHWASHER TO FLOOR SINK. 7 ROUTE 3/4" COPPER DRAIN LINE FROM ICE MACHINE TO FLOOR SINK. TERMINATE WITH AIR GAP ABOVE FLOOR SINK. 8 COMBINATION WASTE & VENT. DROP VENT DOWN WALL AND CONNECT TO PIPE BRANCH. 9 EXISTING UNDERGROUND 4" SANITARY SEWER BRANCH TO RESTROOMS TO REMAIN. 10 EXISTING 4" SANITARY SEWER MAIN UNDER BUILDING SHOWN FOR REFERENCE. DO NOT DEMOLISH. 11 EXISTING 4" GREASE WASTE MAIN UNDER BUILDING SHOW N FOR REFERENCE. DO NOT DEMOLISH. 12 1-1/2" VENT THRU ROOF. 13 EXISTING BUILDING GREASE WASTE LINE TO GREASE INTERCEPTOR. SEE SHEET PD101 FOR REFERENCE. GENERAL SHEET NOTES NORTH 1. FLOOR SINKS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. WHERE POSSIBLE INSTALL FLOOR SINKS TIGHT TO WALLS. 2. ALL EMERGENCY FLOOR SINKS / FLOOR DRAINS ARE TO HAVE PROVENT -TRAP GUARDS (WHERE APPROVED BY AHJ). ANY DRAIN THAT IS USED TO COLLECT CONDENSATESHALL NOT REQUIRE TRAP PROTECTION. 3. MAKE-UP AIR UNIT DRAIN / FILL PIPING SHALL BE ROUTED BACK TO SERVICE SINK. TERMINATE DRAINS AT SERVICE SINK WITH AN AIR GAP. 4. PLUMBING CONTRACTOR SHALL PROVIDE / INSTALL DRANE COOLERS FOR ALL DISH, PAN, AND UTENSIL WAHSERS. TEMPERED WATER TO BE LESS THAN 140°F. 5. PLUMBING CONTRACTOR SHALL ROUTE INDIRECT DRAINS FROM KITCHEN EQUIPMENT TO NEAREST FLOOR SINK. TERMINATE WITH AN AIR GAP. 6. ALL INDIRECT WASTE PIPING THAT EXCEED 30" IN DEVELOPED LENGTH MEASURED HORIZONTALLY OR 54" IN TOTAL DEVELOPED LENGTH SHALL BE TRAPPED. 7. PROVIDE A SAND BED WITH SIX (6") INCHES MINIMUM COVERAGE AROUND ALL BELOW GRADE PIPES. PROVIDE BACKFILL FREE OF BOULDERS LARGER THAN TWO (2") INCHES. COMPACT AND TEST ALL BACKFILL ACCORDING TO ASTM COMPACTION STANDARDS OR PROVIDE PEA GRAVEL BACKFILL. PROVIDE MINIMUM TRENCH WIDTH OF NOT LESS THAN 1.5 TIMES THE PIPE OUTSIDE DIAMETER PLUS 12 INCHES. 8. ALL PIPING THROUGH A FOUNDATION WALL OR UNDER A FOOTING TO BE PROVIDED WITH PIPE SLEEVE 2 PIPE SIZES LARGER THAN PIPE PASSING THROUGH WALL OR UNDER FOOTING. SEAL WITH CAULK OR FOAM. PIPE SLEEVE UNDER FOOTING TO BE A MINIMUM OF 2" BELOW FOOTING. PIPE TO BE IRON AND EXTEND BEYOND THE WIDTH OF THE FOOTING AT A 45 DEGREE ON BOTH SIDES OF FOOTING. 9. TEST WASTE AND VENT PIPING FOR LEAKAGE. AFTER PLUMBING FIXTURES HAVE BEEN SET AND TRAPS FILLED WITH WATER, TEST CONNECTIONS AND PROVE THEY ARE GASTIGHT AND WATERTIGHT. PLUG VENT-STACK OPENINGS ON ROOF AND BUILDING DRAINS WHERE THEY LEAVE BUILDING. INTRODUCE AIR INTO PIPING SYSTEM EQUAL TO PRESSURE OF 1-INCH WG. USE U-TUBE OR MANOMETER INSERTED IN TRAP OF WATER CLOSET TO MEASURE THIS PRESSURE. AIR PRESSURE MUST REMAIN CONSTANT WITHOUT INTRODUCING ADDITIONAL AIR THROUGHOUT PERIOD OF INSPECTION. INSPECT PLUMBING FIXTURE CONNECTIONS FOR GAS AND WATER LEAKS. REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST PIPING, OR PORTION THEREOF, UNTIL SATISFACTORY RESULTS ARE OBTAINED. PREPARE REPORTS FOR TESTS AND REQUIRED CORRECTIVE ACTION. 10. COORDINATE NECESSARY SAW CUTTING, BACKFILL, AND NEW CONCRETE WITH GENERAL. 11. PIPING SHALL NOT BE SUPPORTED FROM THE ROOF DECK, JOIST BRIDGING OR OTHER PIPES. HANG PIPES FROM BEAMS, JOIST OR SUPPLEMENTARY STRUCTURAL MEMBERS. WHERE POSSIBLE INSTALL ALL PIPING WITHIN 12" FROM SUPPORTING STRUCTURE. 12. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 13. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 14. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 15. INSULATE PIPING WITH FIBERGLASS PIPE COVERING WITH ALL SERVICE JACKET AND SELF-CAP SEAL. FITTINGS SHALL BE MITERED PIPING COVERING OF GLASS FIBER MOLDED FITTINGS FOR USE IN A RETURN AIR PLENUM. THERMAL CONDUCTIVITY SHALL BE A MAXIMUM OF .25/INCH THICKNESS AT 75°F. 16. P.C. MUST PROVIDE AND INSTALL ALL ACCESS DOORS FOR VALVES, FLOW METERS, ETC. COORDINATE LOCATION WITH GENERAL CONTRACTOR. ACCESS PANELS SHALL NOT BE VISIBLE TO CUSTOMERS AND SHALL BE PAINTED TO MATCH THE WALL IN WHICH THEY ARE INSTALLED. 17. ALL PIPING EXPOSED TO THE OUTDOORS IS TO BE INSULATED AND WEATHERPROOFED. 18. ALL INVERT ELEVATIONS SHOWN ON PLANS ARE BASED OFF OF FINISHED FLOOR ELEVATION AT 100.0'. CONTRACTOR TO COORDINATE WITH ARCHITECTURAL AND CIVIL DRAWINGS FOR EXACT INVERT ELEVATIONS OF ALL LEVELS. 19. ALL GAS METER REGULATORS ARE TO BE VENTED TO THE OUTSIDE OF THE BUILDING BY THE MECHANICALCONTRACTOR OR PROVIDE / INSTALL VENTLESS REGULATORS IF ALLOWED BY THE LOCAL JURISDICTION.NONE OF THE VENT PIPING OFF THE REGULATORS ARE SHOWN ON THE PLANS. 20. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 21. ALL WASTE AND VENT PIPING SHALL BE ABS. ALL ROOF AND OVERFLOW DRAINAGE PIPING TO BE PVC num. description date 1 Owner Revisions 2.28.20 3 Health Department Revisions 3.16.20 4 City Review Comments 3.24.20 9-15-1503.23.20 EF-9 EF-4 EF-5 1/2"ø SCW 1 2 R 1 0 ' - 0 "R 1 0' - 0" 3 4 1 1/2"ø V (E)RTU-1 (E)RTU-2 (E)RTU-3 (E)4"ø VTR F 4.2 E D B A.2C 4 3 1 1 AF.2 F.2 MAU-1 EF-3 EF-1 EF-2 (E)1"ø NG(E)1"ø NG(E)1"ø NG(E)1"ø NG(E)1 1/2"ø NG(E)2"ø NG 3/4"ø NG R 10' - 0"(E)1"ø NG 5 6 7 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/6/2020 2:53:39 PM R&R BBQ - MERIDIANROOF PLUMBING PLANPL1043680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 2.6.2020 RR-1903 FOUR FOODS GROUP1/4" = 1'-0"1 ROOF WATER & GAS PIPING PLAN SHEET KEYNOTES 1 1/2" SCW FROM BELOW TO EVAPORATIVE COOLING SECTION OF MAU. PROVIDE FREEZE PROTECTION PER PIPING/CONTROLS DETAIL. 2 3" VENT THRU ROOF. MAINTAIN 10' CLEARANCE FROM ANY FRESH AIR INTAKE ON ROOF. 3 EXISTING VENT FROM GREASE INTERCEPTOR THRU ROOF. 4 1-1/2" VENT THRU ROOF. 5 PROVIDE/INSTALL ISOLATION VALVE, PRESSURE REGULATOR (2 LB. TO 4 OZ), AND ALL FINAL CONNECTIONS TO MAKE-UP AIR UNIT. 6 NEW GAS PIPING CONNECTION TO EXISTING GAS PIPING AS SHOWN. 7 EXISTING 2" GAS PIPING THROUGH ROOF TO EXISTING ROOFTOP EQUIPMENT. GENERAL SHEET NOTES NORTH 1. ALL GAS REGULATORS TO BE 2LB TO 4 OZ TYPE WITH ADJUSTMENT FROM 5" -12" WATER COLUMN. INSTALL APPROXIMATELY 10' UPSTREAM OF EQUIPMENT CONNECTION. 2. RUN ALL GAS PIPING ABOVE CEILING INSIDE TRUSS WEBBING. STUB GAS PIPING UP AT EACH ROOFTOP MOUNTED GAS-FIRED UNIT. 3. PAINT ALL EXPOSED CAST IRON PIPING. 4. MAKE-UP AIR UNIT DRAIN / FILL PIPING SHALL BE ROUTED BACK TO SERVICE SINK. TERMINATE DRAINS AT SERVICE SINK WITH AN AIR GAP. 5. CONTRACTOR SHALL FIELD VERIFY ALL PLUMBING ITEMS PRIOR TO STARTING NEW WORK. ADDITIONAL COST WILL NOT BE ALLOWED FOR CONTRACTOR'S FAILURE TO BECOME FAMILIAR WITH EXISTING SITE CONDITIONS. 6. DUCTWORK AND PIPE ROUTING AS SHOWN ON DRAWINGS IS DIAGRAMMATIC AND IS NOT TO BE SCALED. WHERE ALTERNATE ROUTING, OFFSETS AND TRANSITIONS ARE REQUIRED FOR COORDINATION OF WORK, THIS CONTRACTOR SHALL MAKE CHANGES WITHOUT ADDITIONAL COSTS. 7. THIS CONTRACTOR SHALL CLOSELY COORDINATE MECHANICAL AND PLUMBING WITH KITCHEN EQUIPMENT, ELECTRICAL, ARCHITECTURAL AND BUILDING STRUCTURE. 8. INSULATE PIPING WITH FIBERGLASS PIPE COVERING WITH ALL SERVICE JACKET AND SELF-CAP SEAL. FITTINGS SHALL BE MITERED PIPING COVERING OF GLASS FIBER MOLDED FITTINGS FOR USE IN A RETURN AIR PLENUM. THERMAL CONDUCTIVITY SHALL BE A MAXIMUM OF .25/INCH THICKNESS AT 75°F. 9. ALL PIPING EXPOSED TO THE OUTDOORS IS TO BE INSULATED AND WEATHERPROOFED. 10. ALL GAS METER REGULATORS ARE TO BE VENTED TO THE OUTSIDE OF THE BUILDING BY THE MECHANICALCONTRACTOR OR PROVIDE / INSTALL VENTLESS REGULATORS IF ALLOWED BY THE LOCAL JURISDICTION.NONE OF THE VENT PIPING OFF THE REGULATORS ARE SHOWN ON THE PLANS. 11. WHERE THE JURISDICTION REQUIRES, CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEISMIC RESTRAINT AND SUPPORT ENGINEERED BY A LICENSED STRUCTURAL ENGINEER. PROVIDE DESIGN DRAWINGS TO AUTHORITY HAVING JURISDICTION AND MECHANICAL ENGINEER FOR REVIEW. 12. ALL HORIZONTAL PIPING SHOWN IS RUN IN CEILING SPACE BELOW. 13. ALL VENT PIPING TO BE A MINIMUM OF 10' FROM ANY INTAKE. 14. PROVIDE CONDENSATE TRAP ON ALL ROOFTOP UNITS AND TERMINATE TOWARD ADJACENT ROOF DRAIN. 15. ALL INDIRECT WASTE PIPING THAT EXCEEDS 30" IN DEVELOPED LENGTH MEASURED HORIZONTALLY OR 54" IN TOTAL DEVELOPED LENGTH SHALL BE TRAPPED. 16. ALL WASTE AND VENT PIPING SHALL BE ABS. ALL ROOF AND OVERFLOW DRAINAGE PIPING TO BE PVC 17. ROOF AND OVERFLOW DRAIN INSULATION TO BE 1" THICK FOR ALL PIPE SIZES. INSULATION ONLY REQUIRED ON HORIZONTALPRIMARY DRAINS AND ALL DRAIN BOWLS. num. description date 9-15-1502.06.20 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:04:29 PM R&R BBQ - MERIDIANSHEET INDEX, ABBREVIATIONS, AND GENERAL NOTESEE0013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPELECTRICAL SHEET INDEX EE001 SHEET INDEX, ABBREVIATIONS, AND GENERAL NOTES EE501 ELECTRICAL DETAILS EE701 TYPICAL MOUNTING HEIGHT DETAILS EP101 LEVEL 1 POWER PLAN EP102 ROOF POWER PLAN EP401 ENLARGED KITCHEN POWER PLAN EP601 ONE-LINE DIAGRAM EP602 EQUIPMENT SCHEDULES EP604 PANEL SCHEDULES EL101 LEVEL 1 LIGHTING PLAN EL601 LIGHTING SCHEDULES & COMCHECK EY101 LEVEL 1 AUXILIARY PLAN GENERAL ELECTRICAL NOTES 3. EXPOSED STRUCTURE AREAS (EXCLUDING MECHANICAL, ELECTRICAL, AND COMMUNICATION SPACES): INSTALL RACEWAYS BETWEEN DECK AND STRUCTURE WHEREVER POSSIBLE IN EXPOSED STRUCTURE CEILING AREAS. ROUTE RACEWAYS IN CONCEALED AREAS WHEREVER POSSIBLE. REFER ALL CONDITIONS WHERE RACEWAYS MUST BE INSTALLED WHICH CANNOT COMPLY WITH THESE REQUIREMENTS TO THE ARCHITECT. 4. SUBMITTALS: PROVIDE ORIGINAL ELECTRONIC PDF FORMAT, BOUND, BOOKMARKED (EACH SECTION AND PRODUCT), AND HIGHLIGHTED. JOB NAME AND SUBCONTRACTOR SHALL BE ON THE FRONT COVER. PREPARE INDEX OF EQUIPMENT SUBMITTED IN EACH TAB. 5. REFLECTED CEILING PLANS: COORDINATE THE LOCATION OF LIGHT FIXTURES WITH THE ARCHITECTURAL REFLECTED CEILING PLANS. REFER ALL DISCREPANCIES TO THE ARCHITECT AND ENGINEER. 6. ALL WORK SHALL BE DONE ACCORDING TO THE CURRENT NATIONAL ELECTRIC CODE (NEC), IBC, NFPA, AND IFC. COMPLIANCE AND FINAL APPROVAL IS SUBJECT TO THE ON SITE FIELD INSPECTION OF THE AHJ. 1. CLARIFICATION METHODS: AT THE TIME OF BIDDING, BIDDERS SHALL FAMILIARIZE THEMSELVES WITH THE DRAWINGS AND SPECIFICATIONS. ANY QUESTIONS, MISUNDERSTANDINGS, CONFLICTS, DELETIONS, DISCONTINUED PRODUCTS, CATALOG NUMBER DISCREPANCIES, DISCREPANCIES BETWEEN THE EQUIPMENT SUPPLIED AND THE INTENT OR FUNCTION OF THE EQUIPMENT, ETC, SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER IN WRITING FOR CLARIFICATION PRIOR TO ISSUANCE OF THE FINAL ADDENDUM AND BIDDING OF THE PROJECT. WHERE DISCREPANCIES OR MULTIPLE INTERPRETATIONS OCCUR, THE MOST STRINGENT (WHICH IS GENERALLY RECOGNIZED AS THE MOST COSTLY) THAT MEETS THE INTENT OF THE DOCUMENTS SHALL BE ENFORCED. 2. OWNER FURNISHED ITEMS: THE OWNER WILL FURNISH MATERIAL AND EQUIPMENT AS INDICATED IN THE CONTRACT DOCUMENTS TO BE INCORPORATED INTO THE WORK. THESE ITEMS ARE ASSIGNED TO THE INSTALLER AND COSTS FOR RECEIVING, HANDLING, STORAGE, IF REQUIRED, AND INSTALLATION ARE INCLUDED IN THE CONTRACT SUM. A. THE INSTALLER'S RESPONSIBILITIES ARE THE SAME AS IF THE INSTALLER FURNISHED THE MATERIALS OR EQUIPMENT. B. THE OWNER WILL ARRANGE AND PAY FOR DELIVERY OF OW NER FURNISHED ITEMS FREIGHT ON BOARD JOB SITE AND THE INSTALLER WILL INSPECT DELIVERIES FOR DAMAGE. IF OWNER FURNISHED ITEMS ARE DAMAGED, DEFECTIVE OR MISSING, DOCUMENT DAMAGED ITEMS WITH THE TRANSPORT COMPANY AND THE OWNER WILL ARRANGE FOR REPLACEMENT. THE OWNER WILL ALSO ARRANGE FOR MANUFACTURER'S FIELD SERVICES, AND THE DELIVERY OF MANUFACTURER'S WARRANTIES AND BONDS TO THE INSTALLER. C. THE INSTALLER IS RESPONSIBLE FOR DESIGNATING THE DELIVERY DATES OF OWNER FURNISHED ITEMS AND FOR RECEIVING, UNLOADING AND HANDLING OWNER FURNISHED ITEMS AT THE SITE.THE INSTALLER IS RESPONSIBLE FOR PROTECTING OWNER FURNISHED ITEMS FROM DAMAGE, INCLUDING DAMAGE FROM EXPOSURE TO THE ELEMENTS, AND TO REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF HIS OPERATIONS. DEFINITIONS NOTE: ALL DEFINITIONS MAY NOT BE USED. INDICATED: THE TERM "INDICATED" REFERS TO GRAPHIC REPRESENTATIONS, NOTES, OR SCHEDULES ON THE DRAWINGS, OTHER PARAGRAPHS OR SCHEDULES IN THE SPECIFICATIONS, AND SIMILAR REQUIREMENTS IN THE CONTRACT DOCUMENTS. WHERE TERMS SUCH AS "SHOWN", "NOTED", "SCHEDULED", AND "SPECIFIED" ARE USED, IT IS TO HELP THE READER LOCATE THE REFERENCE, NO LIMITATION ON LOCATION IS INTENDED. DIRECTED: TERMS SUCH AS "DIRECTED", "REQUESTED", AUTHORIZED", "SELECTED", "APPROVED", "REQUIRED", AND "PERMITTED" MEAN "DIRECTED BY THE ENGINEER", "REQUESTED BY THE ENGINEER", AND SIMILAR PHRASES. APPROVED: THE TERM "APPROVED", WHERE USED IN CONJUNCTION WITH THE ENGINEER'S ACTION ON THE CONTRACTOR'S SUBMITTALS, APPLICATIONS, AND REQUESTS, IS LIMITED TO THE ENGINEER'S DUTIES AND RESPONSIBILITIES AS STATED IN GENERAL AND SUPPLEMENTARY CONDITIONS. FURNISH: THE TERM "FURNISH" IS USED TO MEAN "SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS." INSTALL: THE TERM "INSTALL" IS USED TO DESCRIBE OPERATIONS AT PROJECT SITE INCLUDING THE ACTUAL "UNLOADING, UNPACKING, ASSEMBLY, ERECTION, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS." PROVIDE: THE TERM "PROVIDE" MEANS "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." INSTALLER: AN "INSTALLER" IS THE CONTRACTOR OR AN ENTITY ENGAGED BY THE CONTRACTOR, EITHER AS AN EMPLOYEE, SUBCONTRACTOR, OR SUB- SUBCONTRACTOR, FOR PERFORMANCE OF A PARTICULAR CONSTRUCTION ACTIVITY, INCLUDING INSTALLATION, ERECTION, APPLICATION, AND SIMILAR OPERATIONS. INSTALLERS ARE REQUIRED TO BE EXPERIENCED IN THE OPERATIONS THEY ARE ENGAGED TO PERFORM. TECHNOLOGY SYSTEMS: THE TERM "TECHNOLOGY SYSTEMS" IS USED TO DESCRIBE ALL LOW VOLTAGE SYSTEMS GENERALLY REFERRED TO AS "SPECIAL SYSTEMS". THESE SYSTEMS INCLUDE BUT ARE NOT NECESSARILY LIMITED TO ALL SYSTEMS WHICH UTILIZE VOLTAGES OF LESS THAN 71 VOLTS SUCH AS SOUND SYSTEMS, VIDEO SYSTEMS, TV SYSTEMS, SECURITY SYSTEMS, VOICE AND DATA CABLING SYSTEMS, ETC... ABBREVIATIONS NOTE: ALL ABBREVIATIONS MAY NOT BE USED. kV KILOVOLT kVA KILOVOLT AMPERE kVAR KILOVOLT AMPERE REACTIVE kW KILOWATT kWh KILOWATT HOUR LED LIGHT EMITTING DIODE LFMC LIQUID TIGHT FLEXIBLE METAL CONDUIT LFNC LIQUID TIGHT FLEXIBLE NONMETALLIC CONDUIT LPS LOW PRESSURE SODIUM LRA LOCKED ROTOR AMPS LTG LIGHTING LV LOW VOLTAGE MATV MASTER ANTENNA TELEVISION SYSTEM MAX MAXIMUM MC METAL CLAD MCA MINIMUM CIRCUIT AMPS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCP MOTOR CIRCUIT PROTECTION MDP MAIN DISTRIBUTION PANEL MG MOTOR GENERATOR MH MANHOLE MIN MINIMUM MLO MAIN LUGS ONLY MOCP MAXIMUM OVERCURRENT PROTECTION NA NOT APPLICABLE NC NORMALLY CLOSED NEC NATIONAL ELECTRICAL CODE NEMA NATIOANL ELECTRICAL MANUFACTURERS ASSOCIATION NFC NATIONAL FIRE CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NL NIGHT LIGHT NO NORMALLY OPEN NTS NOT TO SCALE OC ON CENTER OCP OVER CURRENT PROTECTION OF/CI OWNER FURNISHED/ CONTRACTOR INSTALLED OF/OI OWNER FURNISHED/ OWNER INSTALLED OFP OBTAIN FROM PLANS OH DR OVERHEAD (COILING) DOOR OL OVERLOAD PB PUSHBUTTON PF POWER FACTOR PH PHASE PNL PANEL PT POTENTIAL TRANSFORMER PTZ PAN/TILT/ZOOM QTY QUANTITY R REMOVE RCP REFLECTED CEILING PLAN RMC RIGID METAL CONDUIT RNC RIGID NONMETAL CONDUIT RPM REVOLUTIONS PER MINUTE RR REMOVE AND RELOCATE S/S START/STOP SCA SHORT CIRCUIT AMPS SCBA STANDARD COLOR AS SELECTED BY ARCHITECT SF SQUARE FOOT (FEET) SFBA STANDARD FINISH AS SELECTED BY ARCHITECT SPD SURGE PROTECTIVE DEVICE SPDT SINGLE POLE, DOUBLE THROW SPEC SPECIFICATION SPST SINGLE POLE, SINGLE THROW ST SINGLE THROW SWBD SWITCHBOARD SWGR SWITCHGEAR TL TWIST LOCK TP TELEPHONE POLE TP TWISTED PAIR TTB TELEPHONE TERMINAL BOARD TV TELEVISION TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER TYP TYPICAL UF UNDERFLOOR UGND UNDERGROUND UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTS VA VOLT AMPERE VFC/VF D VARIABLE FREQUENCY MOTOR CONTROLLER W/ WITH W/O WITHOUT WP WEATHERPROOF XFMR TRANSFORMER 1P SINGLE POLE 1PH SINGLE-PHASE 1WAY ONE-WAY 2/C TWO-CONDUCTOR 2WAY TWO-WAY 3/C THREE-CONDUCTOR 3WAY THREE-WAY 4OUT QUADRUPLE RECEPTACLE OUTLET 4PDT FOUR-POLE DOUBLE THROW 4PST FOUR-POLE SINGLE THROW 4W FOUR-WIRE 4WAY FOUR-WAY A ABOVE COUNTER AC ARMORED CABLE ADA AMERICANS WITH DISABILITIES ACT ADJ ADJACENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY ALUM ALUMINUM AMP AMPERE ANN ANNUNCIATOR AP ACCESS POINT (WIRELESS DATA) AR AS REQUIRED ASC AMPS SHORT CIRCUIT ATS AUTOMATIC TRANSFER SWITCH AV AUDIO VISUAL AWG AMERICAN WIRE GAGE BB XFMR BUCK-BOOST TRANSFORMER C CEILING MOUNTED CATV COMMUNITY ANTENNA TELEVISION CB CIRCUIT BREAKER CCBA CUSTOM COLOR AS SELECTED BY ARCHITECT CCTV CLOSED CIRCUIT TELEVISION CF/CI CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED CF/OI CONTRACTOR FURNISHED/ OWNER INSTALLED CFBA CUSTOM FINISH AS SELECTED BY ARCHITECT CKT CIRCUIT CM CONSTRUCTION MANAGER CND CONDUIT CO CONVENIENCE OUTLET COR CONTRACTING OFFICER'S REPRESENTATIVE CP CONTROL PANEL CT CURRENT TRANSFORMER CTV CABLE TELEVISION CU COPPER dBA UNIT OF SOUND LEVEL DPDT DOUBLE POLE, DOUBLE THROW DS DISCONNECT SWITCH EA EACH EM EMERGENCY EMT ELECTRICAL METALLIC TUBING ENT ELECTRIC NONMETALLIC TUBING EPO EMERGENCY POWER OFF EQUIP EQUIPMENT EX EXISTING F FURNITURE MOUNTED FA FIRE ALARM FCP FIRE ALARM CONTROL PANEL FLA FULL LOAD AMPS FMC FLEXIBLE METAL CONDUIT FOB FREIGHT ON BOARD FVNR FULL VOLTAGE NON-REVERSING FVR FULL VOLTAGE REVERSING G GROUND GEN GENERATOR GFCI GROUND FAULT INTERRUPTER GFP GROUND FAULT PROTECTION HD HEAVY DUTY HID HIGH INTENSITY DISCHARGE HOA HAND-OFF-AUTOMATIC HP HORSE POWER HPF HIGH POWER FACTOR HPS HIGH PRESSURE SODIUM HV HIGH VOLTAGE HZ HERTZ I/O INPUT/ OUTPUT IG ISOLATED GROUND IMC INTERMEDIATE METAL CONDUIT IN/IS INSULATED/ ISOLATED IR INFRARED J-BOX JUNCTION BOX SYMBOL DESCRIPTION SYMBOLS LEGEND SYMBOL DESCRIPTION SYMBOLS LEGEND SYMBOL DESCRIPTION SYMBOLS LEGEND SYMBOL DESCRIPTION SYMBOLS LEGEND INDICATES A RECEPTACLE IS AUTOMATICALLY CONTROLLED THROUGH TIME OR OCCUPANCY BASED CONTROLS (REFER TO PLANS FOR CONTROL METHOD) RECEPTACLE, QUADRAPLEX, RECESSED, NEMA 5-20R, AUTOMATICALLY CONTROLLED THROUGH TIME OR OCCUPANCY BASED CONTROLS (REFER TO PLANS FOR CONTROL METHOD) RECEPTACLE, DULEX, RECESSED, NEMA 5-20R, AUTOMATICALLY CONTROLLED THROUGH TIME OR OCCUPANCY BASED CONTROLS (REFER TO PLANS FOR CONTROL METHOD) RECEPTACLE, SINGLE PLEX, WITH USB OUTLET SWITCH, WEATHERPROOF.WP RECEPTACLE, DUPLEX, TAMPER RESISTANT: NEMA 5-20R.T SWITCH, LOW VOLTAGE MASTER.LM SWITCH, MOMENTARY.M SWITCH, OCCUPANCY SENSOR.OS SWITCH, PILOT LIGHT.P SWITCH, TIMER OPERATED.T SWITCH, DOUBLE POLE ("x" INDICATES FIXTURES CONTROLLED). X 2 SWITCH, THREE-WAY ("x" INDICATES FIXTURES CONTROLLED). X 3 SWITCH, FOUR-WAY ("x" INDICATES FIXTURES CONTROLLED). X 4 SWITCH, DOOR.DS SWITCH, KEY OPERATED.K FLUSH FLOOR BOX. "#" SHOWN ON DRAWINGS. REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONS FOR CONFIGURATION AND DEVICES. FB# POWER POLE. "#" SHOWN ON DRAWINGS. REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONS FOR CONFIGURATION AND DEVICES. PP# FLUSH FIRE RATED POKE THRU. "#" SHOWN ON DRAWINGS. REFER TO WIRING DEVICE SCHEDULE IN THE ELECTRICAL SPECIFICATIONS FOR CONFIGURATION AND DEVICES. PT# SWITCH, DIMMER.D SWITCH, SINGLE POLE ("x" INDICATES FIXTURES CONTROLLED). X R RECEPTACLE, RANGE: NEMA 14-50R. RECEPTACLE, CLOCK HANGER: NEMA 5-15R.C MULTI-OUTLET ASSEMBLY: NEMA 5-20R.J DROP CORD. SEE DETAIL.D THERMOSTAT.T RECEPTACLE, DUPLEX, SWITCHED, RECESSED: NEMA 5-20R.S RECEPTACLE, QUADRAPLEX: NEMA 5-20R. RECEPTACLE, QUADRAPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER: NEMA 5-20R. RECEPTACLE, SPECIAL PURPOSE. PROVIDE RECEPTACLE TO MATCH EQUIPMENT PLUG. D RECEPTACLE, DRYER: NEMA 14-30R. RECEPTACLE, DUPLEX, WEATHERPROOF: NEMA 5-20R.WP RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER: NEMA 5-20R. RECEPTACLE, DUPLEX, RECESSED: NEMA 5-20R. RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WEATHERPROOF: NEMA 5-20R.WP RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, WET LABEL, "WEATHERPROOF IN USE": NEMA 5-20R.W RECEPTACLE, DUPLEX, FLOOR, UNDER CARPET: NEMA 5-20R.UC S RECEPTACLE, DUPLEX, SWITCHED: NEMA 5-20R. RECEPTACLE, DUPLEX, ISOLATED GROUND: NEMA 5-20R.IG DF RECEPTACLE, DUPLEX WITH GROUND FAULT CIRCUIT INTERRUPTER, DRINKING FOUNTAIN: CONCEAL WATER COOLER RECEPTACLE BEHIND WATER COOLER. SEE MECHANICAL/PLUMBING SHOP DRAWINGS FOR INSTALLATION REQUIREMENTS. RECEPTACLE, DUPLEX, DEDICATED CIRCUIT: NEMA 5-20R.D RECEPTACLE, DUPLEX, CEILING: NEMA 5-20R.C RECEPTACLE, DUPLEX, ABOVE COUNTER: NEMA 5-20R.A RECEPTACLE, DUPLEX: NEMA 5-20R. RECEPTACLE, SINGLE: NEMA 5-20R. WIRING DEVICES PANELBOARD WITH MAIN LUGS ONLY. BUS SIZE AND PHASE AS SHOWN (ONE-LINE DIAGRAM). 225/3 "1H" PANELBOARD WITH MAIN CIRCUIT BREAKER. SIZE AND PHASE AS SHOWN (ONE-LINE DIAGRAM). 225/3 "1H" PANELBOARD WITH MAIN AND SUB FEED CIRCUIT BREAKER (ONE-LINE DIAGRAM). 60/3 225/3 "1H" PANELBOARD WITH MAIN LUGS ONLY AND SURGE PROTECTION WITH CIRCUIT BREAKER (ONE-LINE DIAGRAM). 25/3 225/3 "1H" TRANSFORMER (ONE-LINE DIAGRAM). CIRCUIT BREAKER, MOLDED CASE (ONE-LINE DIAGRAM). ELECTRICAL POWER AND DISTRIBUTION EXIT SIGN: DOUBLE FACE; WALL MOUNTED EXIT SIGN: SINGLE FACE; CEILING MOUNTED EXIT SIGN: DOUBLE FACE; CEILING MOUNTED EXIT SIGN: SINGLE FACE; WALL MOUNTED LIGHTING (REFER TO FIXTURE SCHEDULE FOR SYMBOLS) FIXTURE IDENTIFICATION: (W-3) INDICATES FIXTURE TYPE AS SCHEDULED. (W-3) FIXTURE IDENTIFICATION, EMERGENCY WITH BATTERY PACK, CONNECTED TO GENERATOR AS INDICATED: (W-3) INDICATES FIXTURE TYPE AS SCHEDULED. (W-3) EM EMERGENCY. NL NIGHT LIGHT: DO NOT SWITCH. EGRESS DIRECTION ARROW (EXIT SIGNS). LOW VOLTAGE LIGHTING TRANSFORMER.LV L LIGHTING SPACE CONTROL TYPE. X INDICATES TYPE. SEE SCHEDULE / DIAGRAM.X LIGHTING NETWORK SEGMENT MANAGERSM DIGITAL LIGHTING ROOM CONTROLLERRC LIGHTING NETWORK ROUTER.NR LIGHTING NETWORK SWITCH.LS DIGITAL PLUG LOAD CONTROLLERLC DIGITAL LIGHTING DIMMING CONTROLLERDC LOW VOLTAGE DIGITAL LIGHTING CONTROL SWITCH: LETTER "a,b" INDICATES ZONING WHERE SHOWN (REFER TO PLANS, SCHEDULES, AND DETAILS FOR EXACT BUTTON CONFIGURATION AND PROGRAMMING REQUIREMENTS) a,b DIMMER SWITCH/VACANCY SENSOR COMBO, DUAL TECHNOLOGY, WALL. DIMMER SWITCH/OCCUPANCY SENSOR COMBO, DUAL TECHNOLOGY, WALL. SWITCH/VACANCY SENSOR COMBO, DUAL TECHNOLOGY, WALL. SWITCH/OCCUPANCY SENSOR COMBO, DUAL TECHNOLOGY, WALL. VACANCY SENSOR, DUAL TECHNOLOGY, WALL. VACANCY SENSOR, DUAL TECHNOLOGY, OMNI-DIRECTIONAL, CEILING. LIGHTING CONTROL OCCUPANCY SENSOR, DUAL TECHNOLOGY, OMNI-DIRECTIONAL, CEILING. OCCUPANCY SENSOR, DUAL TECHNOLOGY, WALL. OCCUPANCY SENSOR, DUAL TECHNOLOGY, DIRECTIONAL. OCCUPANCY SENSOR, ULTRASONIC, OMNI-DIRECTIONAL, CEILING.U OCCUPANCY SENSOR CONTROL RELAY.R PHOTOCELL.P HOUSE RELAY SCHEDULE INDICATOR. HR 1 OCCUPANCY SENSOR, SWITCH PACK.SP CEILING FAN. LITE TOUCH STATION INDICATOR.101 1-1-1 TIME CLOCK.TC TWO-WAY EMERGENCY COMMUNICATION DEVICE PER IBC, WALL MOUNTED IN RECESSED BOX. STRUCTURED CABLING TELEPHONE, WALL MOUNTED ("X" INDICATES QUANTITY OF CABLES). X DATA CONNECTION: WIRELESS ACCESS POINT (WAP). REQUIRES (2) DATA DROPS PER DEVICE TELEPHONE, WALL MOUNTED: WALL PHONE.W OUTLET, DATA COMMUNICATION ("X" INDICATES QUANTITY OF CABLES). X OUTLET, BUILDING STANDARD COMBINATION TELEPHONE/ DATA COMMUNICATION. TELEPHONE TERMINAL BOARD, FIRE TREATED PLYWOOD PAINTED. LAN RACK, FLOOR STANDING. DATA CABLE, CATEGORY 5 (ONE-LINE DIAGRAM).D VOICE CABLE, CATEGORY 3 (ONE-LINE DIAGRAM).V KITCHEN EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK SHOWN ON EQUIPMENT SCHEDULE. "XKP" IDENTIFIES PANEL EQUIPMENT IS CIRCUITED TO. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. XKP X-X MECHANICAL EQUIPMENT INDICATOR. "X-X" INDICATES EQUIPMENT MARK SHOWN ON EQUIPMENT SCHEDULE. "XMDP" IDENTIFIES PANEL EQUIPMENT IS CIRCUITED TO. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL INFORMATION. XMDP X-X CONTRACT LIMIT LINE: DASHDOT, WIDE LINE. PROPERTY LINE: DASHED, WIDE LINE. DEMOLITION LINE: DASHED, MEDIUM LINE EXISTING TO REMAIN LINE: THIN LINE. HIDDEN FEATURES LINE: HIDDEN, THIN LINE NEW LINE: MEDIUM LINE. BREAK, ROUND BREAK, STRAIGHT: TO BREAK PARTS OF DRAWING CU-1 EQUIPMENT INDICATOR. REVISION INDICATOR.1 KEYNOTE INDICATOR.1 ROOM IDENTIFIER WITH ROOM NAME AND NUMBER. ROOM NAME 100 ELEVATION OR SECTION INDICATOR, INTERIOR: A5 INDICATES ELEVATION OR SECTION NUMBER, E-201 INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. A5 E-201 ELEVATION OR SECTION INDICATOR, EXTERIOR: A5 INDICATES ELEVATION OR SECTION NUMBER, E-201 INDICATES DRAWING SHEET WHERE ELEVATION OR SECTION IS SHOWN. A5 E-201 DETAIL INDICATOR: A5 INDICATES DETAIL NUMBER, E-501 INDICATES DRAWING SHEET WHERE DETAIL IS SHOWN. A5 E-501 REFERENCE AND LINE SYMBOLS MECHANICAL EQUIPMENT CONNECTION. REFER TO EQUIPMENT SCHEDULE FOR REQUIREMENTS. JUNCTION BOX, CEILING.CJ EARTH GROUND (ONE-LINE DIAGRAM). JUNCTION BOX.J ADA ACCESS PUSH PLATEHC CONDUCTOR & CONDUIT ("CC") SCHEDULE INDICATOR. REFER TO ONE-LINE DIAGRAM.1 CONDUIT STUB. DIMENSION RECORD DRAWINGS AND MARK. LOW VOLTAGE WIRING: DIVIDE, MEDIUM LINE. BRANCH CIRCUIT HOME RUN TO PANELBOARD: NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. LETTER AND NUMBER NOTATIONS IDENTIFY PANEL AND CIRCUIT NUMBERS. NUMBER IN BOX REFERS TO THE CONDUCTOR AND CONDUIT SCHEDULE. FOR BRANCH WIRING USE #12 CONDUCTORS, EXCEPT #10 CONDUCTORS SHALL BE INSTALLED IF DISTANCES EXCEED THOSE SPECIFIED IN THE ELECTRICAL SPECIFICATIONS. A-1,3,5 1 BRANCH CIRCUIT HOME RUN TO PANELBOARD: NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS. LETTER AND NUMBER NOTATIONS IDENTIFY PANEL AND CIRCUIT NUMBERS. USE #12 CONDUCTORS, EXCEPT #10 CONDUCTORS SHALL BE INSTALLED IF DISTANCES EXCEED THOSE SPECIFIED IN THE ELECTRICAL SPECIFICATIONS. A-1,3,5 WIRING. WIRING METHODS LP LIGHTING RELAY, CONTACTOR PANEL, OR DIMMING ENCLOSURE. SWITCH, TOGGLE MOTOR STARTER WITH OVERLOAD PROTECTION.ST DISCONNECT SWITCH, UNFUSED. DISCONNECT SWITCH, FUSED. PUSHBUTTON. PUSHBUTTONS, MOTOR CONTROL. PANELBOARD CABINET, FLUSH MOUNTED. PANELBOARD CABINET, SURFACE MOUNTED, 1 SECTION. PANELBOARD CABINET, SURFACE MOUNTED, 2 SECTION. DP#__ DISTRIBUTION PANEL OR SWITCHBOARD. METER.M CT CABINET PER UTILITY'S REQUIREMENTS (ONE-LINE DIAGRAM). G ALARM, HORN/STROBE WITH GUARD, ONE ASSEMBLY. M ALARM, MINI HORN/STROBE, ONE ASSEMBLY. SPEAKER, EVACUATION.E E SPEAKER, EVACUATION, COMBINATION STROBE. DETECTOR, FLOW SWITCH: FLOW SWITCHES SHALL BE PROVIDED AND INSTALLED WITH FIRE SPRINKLER SYSTEM AND SHALL BE CONNECTED TO LOCATIONS SHOWN ON THE FIRE SPRINKLER SHOP DRAWINGS. DETECTOR, TAMPER SWITCH WITH VALVE: TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED WITH FIRE SPRINKLER SYSTEM AND SHALL BE CONNECTED TO LOCATIONS SHOWN ON THE FIRE SPRINKLER SHOP DRAWINGS. SD SMOKE DAMPER. FSD FIRE AND SMOKE DAMPER. BELL (GONG). DETECTOR, CARBON MONOXIDE.CO DETECTOR, SMOKE/STROBE, RESIDENTIAL. 75 ALARM, HORN/STROBE, ONE ASSEMBLY, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. 75 ALARM, HORN, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. 75 ALARM, STROBE, CEILING MOUNTED. SUBSCRIPT INDICATES CANDELA RATING. R DETECTOR, SMOKE, RESIDENTIAL. DETECTOR, SMOKE, DUCT WITH HOUSING AND SAMPLING TUBE. DETECTOR, HEAT. INDICATOR LAMP. STROBE. 75 STROBE. SUBSCRIPT INDICATES CANDELA RATING. WP ALARM, HORN/SPEAKER, WEATHERPROOF. ALARM, HORN/STROBE, ONE ASSEMBLY. 75 ALARM, HORN/STROBE, ONE ASSEMBLY. SUBSCRIPT INDICATES CANDELA RATING. C ALARM, CHIME/STROBE, ONE ASSEMBLY. MAGNETIC DOOR HOLDER. FIRE SERVICE OR EMERGENCY TELEPHONE STATION, ACCESSIBLE.A FIRE SERVICE OR EMERGENCY TELEPHONE STATION, HANDSET.H FIRE SERVICE OR EMERGENCY TELEPHONE STATION, JACK. J DETECTOR, SMOKE. DETECTOR, SMOKE WITH AUXILIARY CONTACT.A DETECTOR, SMOKE, BEAM RECEIVER.BR DETECTOR, SMOKE, BEAM TRANSMITTER.BT DETECTOR, SMOKE, ELEVATOR RECALL DESIGNATION.E DETECTOR, SMOKE WITH GUARD.G AUTOMATIC DOOR CLOSERS: DOOR CLOSERS SHALL BE FURNISHED WITH DOOR HARDWARE AND CONNECTED TO BY FIRE ALARM INSTALLERS. C CONTROL MODULE.CM MONITOR MODULE.MM FIRE ALARM MANUAL PULL STATION.P SHUT DOWN RELAY: INSTALL RELAY IN CONTROL CIRCUIT OF EQUIPMENT TO BE CONTROLLED IN THE EVENT OF A FIRE. R FIRE ALARM FIRE SYSTEM ANNUNCIATOR.FSA FIRE ALARM CONTROL PANEL, SEMI-RECESSED.FCP FIRE ALARM NOTIFICATION POWER SUPPLY.FPS FIRE ALARM TRANSPONDER OR TRANSMITTER.FTR SMOKE CONTROL PANEL.HVA COAXIAL CABLE. TV DISTRIBUTION VOLUME CONTROL.V #SPEAKER, CEILING MOUNTED.S #SPEAKER, WALL MOUNTED.S TECHNOLOGY SYSTEMS CAMERA num. description date 1 OWNER REVISIONS 2-28-20 1 03.02.2020 1-16-19exp:5-21-31 FIXTURE CLAMP -PROVIDE ONE PER SIDE OF FIXTURE. LAY-IN CEILING GRID SYSTEMRECESSED TROFFER WIRE HANGER AT EACH CORNER OF FIXTURE (TYP) INDEPENDENT OF CEILING SUPPORT SYSTEM. NOTES: 1.TYPICAL FOR WOOD AND METAL STUD ROUGH-IN. 2.PLASTER RINGS NOT SHOWN. 3.LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND WITH ALL APPLICABLE SHOP DRAWINGS. 4.IN ACCORDANCE WITH IBC 714.3.2 EXCEPTION 1, OUTLETS ON OPPOSITE SIDES OF WALLS OR PARTITIONS IN THE SAME STUD SPACE IN A RATED FIRE SEPARATION WALL MUST BE SEPARATED BY A MINIMUN OF 24" HORIZONTAL DISTANCE. 5.IN NON-RATED WALLS, OUTLETS ON OPPOSITE SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY 16" FOR SOUND ATTENUATION. TYPICAL OUTLET BOX BAR STRAPS AS REQUIRED FOR TYPE OF CONSTRUCTION. PROVIDE CONDUIT SUPPORTS IN ACCORDANCE WITH NEC SPACING REQUIREMENTS FOR TYPE OF RACEWAY REQUIRED.BAR STRAPS TYPICAL WALL OUTLETS TYPICAL OUTLET BOX BAR STRAPS NOTE: TIE WIRE SHALL NOT BE USED AS A COMPONENT OF ANY RACEWAY HANGER SYSTEM. STRUCTURAL UNIT BEAM, CLAMP OR HANGER CLAMP AS REQUIRED BY WEIGHT SUPPORTED STRUCTURAL UNIT RACEWAY -.5" THROUGH 1" RACEWAY - .5" THROUGH 1" BEAM, CLAMP OR HANGER CLAMP AS REQUIRED BY WEIGHT SUPPORTED CONDUIT HANGER RACEWAY, .5" THROUGH 6" ALL THREAD -SIZE AS REQUIRED RACEWAY .5" TO 6" (TYP) ALL THREADED ROD - SIZE AS REQUIRED STRUCTURAL BEAM, JOIST, SLAB, ETC. UNISTRUT CHANNEL -SIZE AS REQUIRED BY WEIGHT SUPPORTED CONDUIT CLAMP -.5" TO 1" UNISTRUT 2 PIECE CHANNEL PIPE STRAPS -1.25" TO 6" BEAM CLAMP, HANGER CLAMP OR APPROVED SUPPORT, AS REQUIRED BY WEIGHT SUPPORTED 80" AFFCEILING CONDUIT (SIZE AS SHOWN) RIGIDLY SUPPORTED TO PREVENT MOVEMENT OUTLET BOX WITH TWIST LOCK RECEPTACLE TWIST LOCK PLUG EQUIPMENT LEAD WIRES PLUG AND CONNECTOR TYPE SO CORD (SIZE AS SHOWN) KELLEM GRIPS (SIZE AS SHOWN) SUPPORT TO STRUCTURE 80" AFFOUTLET BOX WITH 2 DUPLEX. EACH SERVED WITH TWO 20 AMP CIRCUITS. DANIEL WOODHEAD 3000 SERIES WITH INSULATED/ISOLATED GROUND. CONDUIT (SIZE AS SHOWN) RIGIDLY SUPPORTED TO PREVENT MOVEMENT OUTLET BOX WITH TWIST LOCK RECEPTACLE NEMA L14-30R TWIST LOCK PLUG 4 WIRE 2 CIRCUIT INSULATED/ISLOTED GROUND KELLEM GRIPS (SIZE AS SHOWN) TYPE SO CORD (SIZE AS SHOWN) 4 WIRE 2 CIRCUIT CORD 1 DUPLEX1 DUPLEX 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:04:32 PM R&R BBQ - MERIDIANELECTRICAL DETAILSEE5013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPSCALE: NTS C1 RECESSED FIXTURE MOUNTING DETAIL SCALE: NTS E1 TYPICAL ROUGH-IN REQUIREMENTS DETAIL SCALE: NTS E3 TYPICAL RACEWAY SUPPORT METHODS DETAIL SCALE: NTS E4 TYPICAL CONDUIT RACK DETAIL SCALE: NTS DROP CORD DETAILC2 SCALE: NTS DROP CORD DETAIL (WITH OUTLET BOX)D2 num. description date 03.02.2020 1-16-19exp:5-21-31 3 5 4 BELLFIRE ALARM PULL STATION SMOKE DETECTOR ON SLOPED CEILING (PEAKED) AUDIBLE, VISIBLE, OR AUDIBLE/VISIBLE DEVICE PULL STATION SMOKE DETECTOR ADJACENT TO SUPPLY AIR SMOKE DETECTOR BETWEEN BEAMS DIFFUSER (SUPPLY OR RETURN) FINISH FLOOR WALL MOUNTED SMOKE DETECTOR AUDIBLE, VISIBLE, OR AUDIBLE/VISIBLE DEVICE FIRE ALARM CONTROL PANEL "FCP" FIRE SYSTEM ANNUNCIATOR "FSA" SMOKE DETECTOR ON SLOPED CEILING (SHED) S = SPACE BETWEEN DETECTOR S HEAT DETECTOR BETWEEN BEAMS48" MAX90" MIN, 96" MAX80"60"84"4" MIN3' MIN 6" MIN12" MAX12" MAX12' MAX3' MAX SS 1/2 S DHW 3'-0"3'-0" 1/2 S S S 1/2 S >7° OTHER THAN LOW CEILINGS LOW CEILINGS 6" MAX LOW CEILING (WHERE IT IS NOT POSSIBLE TO MOUNT DEVICE WITH LENS ABOVE 80" AFF) LIGHT FIXTURE PENDANT EXIT SIGNS EXI T FINISH FLOOR WALL MOUNTED PENDANT LIGHT FIXTUREHEIGHTAS NOTEDHEIGHT PERELEVATION ORAS NOTED18" MIN36"MAX2 DUPLEX RECEPTACLE DUPLEX RECEPTACLE RECEPTACLES WALL PHONE PAY PHONE FINISH FLOOR COMMUNICATION WALL BRACKET TVNO SPECIAL REQUIREMENTS GENERAL USE: FOR SPECIAL EQUIPMENT DEDICATED RECEPTACLE COUNTER -TYPICAL ABOVE RECEPTACLES ABOVE OR BELOW COUNTER WINDOW OR COMMUNICATIONS RECEPTACLE COMMUNICATIONS RECEPTACLE COUNTER TOP GROMMET COMMUNICATIONS RECEPTACLE 48" MAXCOORDINATEWITH EQUIPMENTCOORDINATEHEIGHT WITHEQUIPMENT48" MAX±46" MAX(VERIFY HEIGHTOF BACKSPLASH)16" MIN2'-0"16" MINBOXES ON OPPOSITE SIDES OF WALL STUD IN BETWEEN 24" MIN INACCESSIBLE OUTLET LESS THAN 15" ABOVE FLOOR PERMISSIBLE 30" X 48" CLEAR FLOOR SPACE PERPENDICULAR TO THE WALL FOR A FORWARD REACH TO CONTROLS ADDITIONAL OUTLET IN ACCESSIBLE LOCATION FORWARD REACH TO LIGHT AND FAN SWITCHES AS WELL AS THERMOSTAT 48" MAX18" MINLESS THAN 2'GENERAL USE: ADASWITCHESSTANDARD DOOR CONTROL STATION FINISH FLOOR DOOR WITH SIDELIGHT GREATER THAN 2' DOOR WITH SIDELIGHT AT LATCH SIDE PLACE FOR SWITCH CABINETS DOOR WITH NO COMBINATION 48" MAX PLATE FOR SWITCH AND RECEPTACLE IN RESIDENTIAL BATHROOM LIGHTING SWITCH LOCATION SWITCH LOCATION SIDELIGHT LESS THAN 2' SIDELIGHT GREATER THAN 2' SWITCH LOCATION SWITCH LOCATION METAL FRAME METAL FRAME 48" MAX48" MAX48" MAX1 COMMUNICATIONS RECEPTACLE COMMUNICATIONS RECEPTACLE RECEPTACLES TILE WALLSDRINKING FOUNTAINWALL BRACKET TV DEDICATED RECEPTACLE FOR SPECIAL EQUIPMENT MIRROR FINISH FLOOR DUPLEX NO SPECIAL REQUIREMENTS GENERAL USE: DUPLEX RECEPTACLE CENTER IN TILE DO NOT LOCATE ABOVE SINK WALLWALL COORDINATE LOCATION OF DUPLEX OUTLET WITH EQUIPMENT SUPPLIER MOUNT DUPLEX OUTLET BEHIND WATER COOLER REGULAR HANDICAPPED DRINKING FOUNTAIN -SIDE ELEVATIONS REFER TO ARCHITECTURAL ELEVATIONS FOR PLACEMENT OF OUTLETS. RECEPTACLES BELOW COUNTER WINDOW FULL HEIGHT REFRIGERATORS AND VENDING MACHINES COUNTER TOP GROMMET DUPLEX RECEPTACLE DUPLEX RECEPTACLE RECEPTACLES ABOVE COUNTER WITH BACKSPLASHWITHOUT BACKSPLASH COUNTER TOP BACKSPLASH 2'-0"COORDINATEHEIGHT WITHEQUIPMENT48"MAX48"MAX16" MIN60"16" MIN6" MAX6" MAXEQ EQ EQEQ EQ KING STUD/ FRAMING (TYP) FIRE ALARM HORN/STROBE (TYP) WALL SWITCH (TYP) VOLUME CONTROL (TYP) ENVIRONMENTAL CONTROLS (THERMOSTAT) DUPLEX RECEPTACLE (TYP) DATA RECEPTACLE (TYP) CARD READER FIRE ALARM PULL STATION ALIGN(TYP)SIGNAGE (SEE ARCHITECTURAL PLANS AND DETAILS FOR LOCATIONS AND MOUNTING HEIGHTS) DOOR (TYP)ALIGN(TYP)ALIGN(TYP)FINISHED FLOOR FINISHED FLOOR ALIGN (TYP)ALIGN(TYP)ALIGN(TYP)324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:04:37 PM R&R BBQ - MERIDIANTYPICAL MOUNTING HEIGHT DETAILSEE7013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPSCALE: NTS 2 FIRE ALARM MOUNTING DETAILS SCALE: NTS 3 LIGHTING MOUNTING DETAILS SCALE: NTS 4 COMMUNICATIONS MOUNTING DETAILS SCALE: NTS BOX MOUNTING DETAILS5 SCALE: NTS ADA DETAIL6 SCALE: NTS 7 SWITCH MOUNTING DETAILS SCALE: NTS 8 RECEPTACLE MOUNTING DETAILS 1. DETERMINE MOUNTING HEIGHTS OF ELECTRICAL AND ELECTRONIC EQUIPMENT IN THE FOLLOWING ORDER OF PRIORITY: 1 - ELEVATIONS (ARCHITECTURAL, ELECTRICAL, MECHANICAL, ETC). 2 - EQUIPMENT SHOP DRAWINGS. 3 - FIELD INSTRUCTIONS. 2. LOCATE RECEPTACLES SERVING THE SAME TYPE OF USE AT A UNIFORM HEIGHT UNLESS DIRECTED OTHERWISE. 3. MECHANICAL, ELECTRICAL, AND COMMUNICATION ROOMS: COORDINATE LOCATION OF LIGHTING AND POWER RECEPTACLES WITH EQUIPMENT, PIPING, AND DUCTWORK. DO NOT INSTALL RECEPTACLES BEHIND EQUIPMENT OR WHERE OTHERWISE INACCESSIBLE. POSITION LIGHTING REGARDLESS OF WHERE SHOWN ON DRAWING TO PROVIDE PROPER ILLUMINATION. 4. MOUNT RECEPTACLE BOXES FOR SWITCHES AND RECEPTACLES WITH LONG AXIS OF THE DEVICE VERTICAL UNLESS OTHERWISE INDICATED. 5. SET BOXES WITH PLASTER RINGS FLUSH WITH FINISHED SURFACE. 6. LOCATE BOX COVERS OR DEVICE PLATES SO THEY WILL NOT SPAN DIFFERENT TYPES OF BUILDING FINISHES EITHER VERTICALLY OR HORIZONTALLY. 7. VERIFY ALL DOOR CONDITIONS ON ARCHITECTURAL DRAWINGS PRIOR TO INSTALLING SWITCHES. 8. LOCATE WIREING DEVICES WHICH ARE ADJACENT AND ARE COMPATIBLE VOLTAGES IN ONE PLATE. 9. WHERE DEVICES ARE LOCATED IN CLOSE PROXIMITY OF THE SAME VERTICAL PLANE, ALIGN DEVICES VERTICALLY PER THE TYPICAL WALL MOUNTED DEVICES ALIGNMENT DETAIL, UNLESS OTHERWISE INDICATED. 1. LOCATE RECEPTACLES BEHIND DRINKING FOUNTAINS. 2. REFER TO ARCHITECTURAL ELEVATIONS FOR PLACEMENT OF OUTLETS. 3. LOCATE AT BOTTOM OF BEAMS (OR JOISTS) OR AT CEILING. (REDUCE SPACING BY .5 PERPENDICULAR TO BEAM OR JOIST DIRECTION.) FOR OTHER CONDITIONS, REFER TO NFPA 72. 4. LOCATE DETECTOR ANYWHERE IN SHADED AREA BUT NOT IN TOP 4" OF PEAK. 5. LOCATE AT BOTTOM OF BEAMS IF D/H < .1 OR W/H < .4; OTHERWISE, LOCATE IN BEAM POCKET. FOR D > 4 REDUCE SPACING .33 PERPENDICULAR TO BEAMS. SHEET KEYNOTES GENERAL SHEET NOTES SCALE: NTS 1 TYPICAL WALL MOUNTED DEVICES ALIGNMENT DETAIL num. description date 03.02.2020 1-16-19exp:5-21-31 P J J J J JJ J J JJ JJJ JJ JJ P2 To Panel "LCP" LDP-2 F 4.2 E D B A.2 C 4 3 1.3 1.2 1 AF.2 F.3 (TX-1) (TX-1) (TX-1) (TX-1) (DX-1) (DX-1) (DX-1) (DX-1) (DX-1) (DX-1) (GS-3) (GS-3)(GS-3)(GS-3)(GS-2) (GS-2) (GS-2)(GS-3) (GS-3)(GS-3) (GS-3) (GS-3)(GS-3)(GS-3) (GS-3) L-3 L-1 (OC-1) (OC-1) (OC-1)(OC-1) (TH-7) (TH-7)(TH-7) (TH-7) (TX-1)(TX-1)(TX-1)(TX-1)(TX-1) (DX-1) (DX-1)(DX-1)(TX-1)(TX-1) (TX-1) (TX-1) (TH-7) (TH-7) (TH-7) (DX-1) (DX-1) (DX-1) (DX-1) (DX-1)(DX-1) (TH-7) (TH-7) (TH-7) (EL-1) (EX-1) (EX-1) (EL-1) (EX-1) C 1 2 (TX-5) (TX-5) (TX-5) (TX-5) (TX-5) (TX-5) (TX-5) (TX-5) (TX-5) (TX-5) (TX-5) 3 4 5 3 3 4 6 6 (TH-7) (TH-7) LCR-4 77 7 7 6 (TH-7)(TH-7) L-1 (GS-2) (OC-32)(OC-32) (OC-1) (OC-1) (OC-1) (DX-1)324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:04:41 PM R&R BBQ - MERIDIANLEVEL 1 LIGHTING PLANEL1013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPGENERAL SHEET NOTES SHEET KEYNOTES 1 PROVIDE A 3 AMP CURRENT LIMITER FUSE FOR ALL TRACK LIGHTING ON CIRCUIT. 2 LIGHTING BY WALK-IN FREEZER MANUFACTURE. ALL WIREING AND INSTALLATION BY GENERAL CONTRACTOR. 3 ALL LAMPS IN FIXTURE TX-5 MUST BE LED; LAMPS ARE NOT TO EXCEED 1 WATT PER LAMP. 4 CONTROL STATION "CS-1" - 3 PUSH BUTTON CONTROL STATION. BUTTON 1 LABEL "DINING ROOM ON". BUTTON 2 LABEL "SERVICE AREA ON". BUTTON 3 LABEL "ALL OFF". AFTER HOURS BUTTON 1 OR 2 TO TURN LIGHTS "ON" FOR 30 MINUTES. THE PANEL HAS BUILT-IN ETHERNET PORT; CONNECT CONTROL STATION TO THE NETWORK FOR REMOTE ACCESS. USE ACUITY NPODM OR EQUAL. PROVIDE WHITE FINISH. VERIFY LABELING AND CONDITIONS WITH OWNER. 5 CONTROL STATION "CS-2" - TWO BUTTON CONTROL STATION. BUTTON 1 LABEL "ALL OPEN/CLOSE/BEER SIGNAGE ON". BUTTON 2 LABEL "ALL OPEN/CLOSE/BEER SIGNAGE OFF". USE ACUITY NPODM OR EQUAL. PROVIDE WHITE FINISH. VERIFY LABELING AND CONDITIONS WITH OWNER. 6 PROVIDE LED BULBS IN HOOD LIGHTS 7 EXISTING EXTERIOR LIGHTING TO REMAIN. CONTRACTOR TO VERIFY THE CONDITION OF FIXTURES TO BE REUSED AND/OR RELOCATED AND REPAIR TO "LIKE-NEW" CONDITIONS AS NECESSARY. SEE SHEET AD119 FOR MORE DETAIL. SCALE:1/4" = 1'-0"1 LEVEL 1 LIGHTING PLAN 1 PROVIDE WET LOCATION BACKING FOR ALL EXTERIOR LIGHT FIXTURES. 2 RUN UNSWITCHED LEG OF LIGHTING CIRCUIT TO ALL EXIT SIGNS, BATTERY PACKS AND EMERGENCY EGRESS LIGHTING. 3 VERIFY ALL EQUIPMENT LOCATION AND REQUIREMENTS PRIOR TO ROUGH-IN. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE FINAL CONNECTIONS FOR OWNER SUPPLIED EQUIPMENT. 4 PROVIDE #10 CONDUCTORS ON ALL EXTERIOR LIGHTING DUE TO THE LENGTH OF THE RUNS. 5 SEE ARCHITECTURAL DRAWINGS FOR ALL LIGHTING FIXTURE HEIGHTS AND SPECIALTY PENDENT HEIGHTS. 6 PAINT ALL ITEMS INSTALLED IN DINING AND QUEUE AREAS (INCLUDING EMERGENCY FIXTURES) BLACK, PER ARCHITECTURAL FINISH SCHEDULE. 7 BOTTOM OF ALL TRACK LIGHTING TO BE AT 11'-6". 8 ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL TEN (10) 9 WATT, 3000K LED LAMPS FOR USE IN MECHANICAL HOODS. 9 ALL LAMPS IN TX-1, TX-2, TX-3, AND TX-4 FIXTURES ARE SUPPLIED BY OWNER. num. description date 1 OWNER REVISIONS 2-28-20 NORTH 1 03.02.2020 1-16-19exp:5-21-31 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 2/10/2020 4:43:07 PM R&R BBQ - MERIDIANRELAY PANEL CUTSHEETSEL5013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.07.20 RR-1903 FOUR FOODS GROUPnum. description date 02/10/2020 stamp: 03.02.2020 1-16-19exp:5-21-31 RELAY PANEL: LCP (RELAY PANEL TO HAVE INTERNET BASE REMOTE CAPABILITY WITH A SUPPORTED WEB BASE CONTOL INTERFACE WITH ASSOCIATED ANDROID & APPLE APPLICATIONS) CONTROL SCHEDULE UL 1008 RELAY PANEL RELAY# 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 NOTES: DESCRIPTION NORTH DINING LTG (DAYLIGHT ZONE) SERVICE AREA PATIO CANAPY LIGHTS EF-4 EXTERIOR LIGHTS EXTERIOR LTG OPEN/CLOSE/BEER SIGNAGE OPEN/CLOSE/BEER SIGNAGE OPEN/CLOSE/BEER SIGNAGE OPEN/CLOSE/BEER SIGNAGE 1. TIME CLOCK GROUPS - 2. TIME CLOCK SETTINGS SHALL BE VERIFIED BY OWNER PRIOR TO COMMISSIONING, PROGRAMMING MUST BE COMPLETED BY A TECHNICIAN APPROVED BY THE MANUFACTURER, ELECTRICIAN IS RESPONSIBLE FOR SCHEDULING ON-SITE MEETING. 3. REFER TO DRAWINGS FOR LOCATIONS AND QUANTITIES OF MASTER SWITCHES. 4. PROVIDE DIMMING CARDS FOR DIMMABLE CIRCUITS LOCATION DINING ROOM SERVICE AREA PATIO RESTROOMS BLDG EXTERIOR BLDG EXTERIOR BLDG INTERIOR BLDG INTERIOR BLDG INTERIOR BLDG INTERIOR 1 - EXTERIOR FLOODS - PHOTOCELL ON, PHOTOCELL OFF 2- (MON-SAT) ON 1 HOUR BEFORE SUNSET / OFF 11:30 PM, (SUN) OFF 3A - TIME CLOCK OR MANUAL ON, TIME CLOCK OFF (Mon-Sat): ON 4:00am/OFF 10:30pm, (Sunday): OFF 3B - TIME CLOCK OR MANUAL ON, TIME CLOCK OFF (Mon-Sat): ON 10:30am/OFF 11:30pm, (Sunday): OFF 4 - ON 24/7 BRANCH CIRCUIT 1LC-16 L-1 1LC-10 1LC-3 L-11 L-13 P1-1 P1-3 P1-4 P1-5 LOAD (WATTS) 1400 900 400 150 1300 1100 1800 1800 1200 1800 LOCATION: CNTL SWITCH CS1 CS1 CS1 CS2 CS2 CS2 CS2 KITCHEN - 105 OCC SENSOR TIME CLOCK GROUP 3B 3B 1 3B 2 3A 4 1 3B 3B 3B 3B PHOTOCELL P2 P3 P3 BUILDING SIGNAGE BLDG EXTERIOR L-2 1300 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:04:42 PM R&R BBQ - MERIDIANLIGHTING SCHEDULES & COMCHECKEL6013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPnum. description date LIGHTING FIXTURE SCHEDULE - INTERIOR ID LUMINAIRE LAMP BALLAST FINISH OPTICS MANUFACTURER (CATALOG SERIES) TYPE NOMINAL SIZE MOUNTINGTYPE LAMP COLOR LAMP LUMENS CONFIGURATION VOLTAGEWATTS OPTIONS TRIM OTHER FINISH DIFFUSER REFLECTORLUMINAIRE LUMENS OPTION 1 OPTION 2 OPTION 3 LENGTH WIDTH MAX DEPTH DIAMETER/ APERTURE(DX-1) 6" ROUND RECESSED DOWNLIGHT 6" CR LED 3500K 1500 LED DRIVER 120/277 15 1500 GOTHAM ALED 35/14 6AR MVOLT APPROVED EQUAL (EX-1) COMBO EMERGENCY DIE-CAST ALUMINUM LED EXIT SIGN, WITH 2 LED LAMPS, SINGLE FACE, GREEN LETTERS, WHITE BACKGROUND BRUSHED ALUMINUM FINISH, NICKEL-CDMIUM BATTERY, CEILING/BACK MOUNTING 0 120/277 26 0 LITHONIA LHWM-LED-G-HO (OR APPROVED EQUIVALENT) (GS-3) LED 2X4 LOW PROFILE PANEL, LAY-IN GRID MOUNT, FLAT OPAL LENSE, WHITE FINISH 4 2 LED 3000K 6000 LED DRIVER 120 60 6000 EATON 22GRFA-LD4-64-A125/INVERT- UNVL830-CD1-U APPROVED EQUAL (TH-7)0 (TX-1) EDISON FILIMENT LAMPS HANGING FROM RAILFOAD BEAM LED 0 120 10 0 SEE ARCH DETAIL (TX-5) DECORATIVE LED SCREW BASE BULB; 50 LED S14 WARM WHITE COMMERCIAL GRADE SUSPENDED LIGHT STRING SET ON 100' OF BLACK WIRE; 1.1 W LAMPS LED 0 120 0 0 DIR - DIRECT LIGHTING SD - SEMIDIRECT LIGHTING GEN - GENERAL DIFFUSE SI - SEMI-INDIRECT LIGHTING IND - INDIRECT LIGHTING ADJ - ADJUSTABLE MW - MATTE WHITE BL - BLACK SL - SILVER GL - GOLD CL - CLEAR PW - PAINTED WHITE EA - EXTRUDED ALUMINUM S - STEEL GS - GALVANIZED STEEL C - CAST CBA - COLOR BY ARCHITECT SCBA - STANDARD COLOR BY ARCHITECT CCA - CUSTOM COLOR BY ARCHITECT FS 209D - MEETS FEDERAL STANDARD 209D TP - THERMALLY PROTECTED FL - FLUSH R - REGRESS M - MITERED DIFFUSER/LENSFINISH PROVIDE UNIT PRICES AND FIXTURE BRAND SELECTED FOR ADD/DELETE CHANGES FOR EACH FIXTURE TYPES SHOWN WITHIN 48 BUSINESS HOURS OF THE BID DATE. FAILURE TO COMPLY WITH THIS REQUIREMENT MAY DISQUALIFY THE PRODUCTS AND EMPOWER THE ENGINEER TO DETERMINE FAIR VALUE FOR FIXTURE AND INSTALLATION CHANGES, WITHOUT FURTHER INPUT FROM THE CONTRACTOR OR INSTALLER. CONTRACTOR ALLOWANCE PRICES ARE ACCURATE WHEN THIS JOB WAS SPECIFIED, CONTRACTOR AND ELECTRICAL DISTRIBUTOR SHALL VERIFY THIS ALLOWANCE AND REPORT ANY PROBLEMS TO THE ENGINEER BEFORE THE BID. ALLOWANCE PRICE MAY OR MAY NOT INCLUDE LAMP(S) OR FREIGHT AS NOTED, AND DO NOT INCLUDE ANY TAXES. SUBSTITUTIONS AND/OR EQUAL FIXTURES MUST RECEIVE APPROVAL PRIOR TO BIDDING, THEY MUST BE SUBMITTED TO THE ENGINEER NO LESS THAN 2 WEEKS PRIOR TO BID OPENING. SAMPLES MUST BE PROVIDED FOR ANY AND ALL FIXTURES UPON A/E REQUEST PRIOR TO RELEASING FIXTURES. ALL FIXTURES SHALL BE LISTED AND APPROVED FOR THEIR INTENDED USE AND LOCATION. VERIFY THE PROPER MOUNTING KITS OR ACCESSORIES TO FACILITATE INSTALLATION AS SHOWN AT EACH LOCATION ON THE DRAWINGS. COMPLY WITH THE "INTERIOR LIGHTING" SECTION OF THE SPECIFICATIONS. REFER TO SPECIFICATIONS FOR IMPORTANT TECHNICAL REQUIREMENTS FOR LIGHTING FIXTURES, DRIVERS, AND LAMPS. ALL LIGHT FIXTURES TO BE EITHER "DLC" OR "LIGHTING FACTS" LISTED OR TO BE APPROVED BY ARCHITECT/ENGINEER AND OWNER. LUMINAIRE OPTIONSMOUNTING REFLECTOR 1. 2. 3. 4. 5. 6. 7. 8. 9. DIAMETER HEIGHTLENGTH D E P T H HEIGHTL E N G T H DEPTH HEIGHT NOTES INTERIOR LIGHTING FIXTURE SCHEDULE ABBREVIATIONS GENERAL NOTES B - BASE C - CEILING F - FLANGE G - GRID P - PENDANT PL POLE R - RECESSED S - SURFACE W - WALL ARHR - AIR RETURN AND HEAT REJECTION DL - DAMP LOCATION EQC - EARTHQUAKE CLIPS F - FUSING HLD - HINGED AND LATCHED DOOR HS - HOUSE SIDE SHIELD PS - PHOTOCELL SWITCH QRS - QUARTZ RESTRIKE ST - STATIC WG - WIRE GUARD WL - WET LOCATION OP - NONE/OPEN SP - SPECULAR SS - SEMI-SPECULAR D - DIFFUSE (WHITE ENAMEL) SC - SPECULAR (COLORED) PR - PRISMATIC FDR - FULL DEPTH REFLECTOR DS - DIFFUSE (SEMI SPECULAR) SILVER LI - LOW IRIDESCENT IR - IRIDESCENT SL - SILVER GL - GOLD CA - CLEAR ALZAK 03.02.2020 1-16-19exp:5-21-31 S SST TTJ JJ EP401 1 F 4.2 E D B A.2 C 4 3 1.3 1.2 1 AF.2 F.3 TV +96" A A "LDP""P1""K1" "LCR""K2""L" P1-9 P1-12 "EXISTING MDP" TV +96" P1-2 TV +96" P1-10 TV +96" P1-14 16 K2-18 RCP-1 K1-28 W K1-30 1111 1 1 1 1 A 2 +72" 3 3 3 3 4 TV +96" 3 K1-35 W 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:04:47 PM R&R BBQ - MERIDIANLEVEL 1 POWER PLANEP1013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPGENERAL SHEET NOTES SHEET KEYNOTES 1 EXISTING POWER FOR WINDOW SIGNAGE TO REMAIN. VERIFY (2) OUTLETS ABOVE EACH WINDOW HEAD, OR NOTIFY OWNER AND ENGINEER. REPLACE OUTLET WITH SWITCHED OUTLET FOR OPEN/CLOSE/BEER SIGN. CIRCUIT TO CONTROL PANEL. VERIFY LOCATION AND REQUIREMENTS WITH OWNER. 2 OUTLET AT CEILING JOIST HEIGHT. 3/4" CONDUIT IN WALL AND STUBBED OUT AT 72" AFF FOR WALL MOUNTED DECOR. SWITCH FOR OUTLET TO BE LOCATED IN OFFICE. VERIFY LOCATION AND REQUIREMENTS WITH OWNER BEFORE ROUGH-IN. 3 PROVIDE POWER AND DATA (COAX CABLE AND CAT-6 IN SINGLE-GANG BOX) FOR ALL TV MONITORS. COORDINATE EXACT LOCATION AND POWER/DATA REQUIREMENTS BEFORE ROUGH-IN. 4 APPROXIMATE LOCATION OF EXISTING WALK-IN FREEZER POWER. EXISTING EQUIPMENT AND POWER TO REMAIN AND BE RECONFIGURED TO UPDATED WALK-IN FREEZER. 1 ALL KITCHEN AND FOOD PREP AREA OUTLETS SHALL BE GFCI PROTECTED. 2 PROVIDE DEDICATED NEUTRAL FOR ALL BRANCH CIRCUITS. 3 VERIFY ALL EQUIPMENT LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH-IN. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE FINAL CONNECTIONS FOR OWNER SUPPLIED EQUIPMENT. 4 SURFACE MOUNT ALL OUTLETS ON WALK-IN FREEZER WALLS, INTERIOR AND EXTERIOR. 5 ALL OUTLETS UNMARKED ARE PLUS 18 INCHES AFF. 6 WINDOWS IN DINING WILL NEVER BE USED AS SHOW WINDOW, NEC 210.62. 7 SEE KITCHEN DRAWINGS FOR EXACT LOCATION AND HEIGHT OF ALL KITCHEN EQUIPMENT. COORDINATE OUTLETS TO NOT BE PLACED BEHIND EQUIPMENT LEGS. 8 CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL CORD AND PLUG FOR EQUIPMENT THAT DOES NOT COME WITH CORD AND PLUG. 9 RECEPTACLES TO BE COORDINATED WITH FINAL FURNITURE AND EQUIPMENT PLAN. DINING CONVENIENCE OUTLETS ARE TO BE ACCESSIBLE AND CENTERED BETWEEN FURNITURE WHERE POSSIBLE. 10 ALL EQUIPMENT UNDER HOOD ARE TO BE SUPPLIED WITH SHUNT TRIP CIRCUIT BREAKERS CONNECTED TO FIRE ALARM. 11 ALL OUTLETS ARE BLACK IN COLOR. ALL FACE PLATES IN DINING AND QUEUE ARE BLACK , ALL FACE PLATES IN KITHCEN AND SERVICE ARE STAINLESS STEEL. 12 EQUIPMENT FURNISHED AND INSTALLED: REFERENCE RESPONSIBILITY SCHEDULE ON ARCHITECTURAL COVER SHEET (G001) FOR SCOPE OF WORK CLARIFICATIONS. SCALE:1/4" = 1'-0"1 LEVEL 1 POWER PLAN LOW VOLTAGE INSTALL MUD RING AND 3/4" VERTICAL CONDUIT IN WALL AT ALL PHONE/DATA JACK LOCATIONS, STUB OUT ABOVE ACOUSTICAL GRID CEILINGS AND AT JOIST HEIGHT IN OPEN CEILINGS. num. description date 1 OWNER REVISIONS 2-28-20 NORTH 1 03.02.2020 1-16-19exp:5-21-31 ST ST ST ST J (E)RTU-2 LDP-25,27,29 (E)RTU-3 LDP-19,21,23 (E)RTU-1 LDP-13,15,17 EF-4 LDP-28 EF-1 LDP-20,22,24 EF-3 LDP-20,22,24 EF-2 LDP-20,22,24 MAU-1 LDP-14,16,18 W W W EF-5 LDP-26 SIGNAGE SIGNAGE SIGNAGE LCP-1 1 1 W 2 2 2 3 4 4 4 4 1 5 W 4 P1-8 3 SIGNAGE 1 L-2 F 4.2 E D B A.2 C 4 3 1.3 1.2 1 AF.2 F 4.2 E D B A.2C 4 3 1.3 1.2 1 A F.2 (E)CU-1 6 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:04:52 PM R&R BBQ - MERIDIANROOF POWER PLANEP1023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPGENERAL SHEET NOTES SHEET KEYNOTES 1 120V POWER MOUNTED ABOVE FINISHED CEILING THROUGH CONTROL PANEL (SEE EL601). 2 EXHAUST FAN TIED TO HOOD CONTROLS CONNECTED BY ELECTRICAL CONTRACTOR. 3 EXHAUST FAN TIED TO SMOKER EVACUATOR CONTROL PANEL AND JUNCTION BOX IN CEILING. 4 MOUNT ADJACENT TO EQUIPMENT. 5 MAKE UP AIR CONTROL PROVIDED WITH MECHANICAL UNIT INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. 6 EXISTING POWER TO CONDENSING UNIT TO REMAIN. NEW FREEZER TO BE CONFIGURED TO EXISTING CONDENSING UNIT SCALE:1/4" = 1'-0"1 ROOF POWER PLAN 1. ALL HOOD FANS ARE TO BE SUPPLIED WITH SHUNT TRIP CIRCUIT BREAKERS CONNECTED TO FIRE ALARM. 2. ALL ELECTRICAL PENETRATION FOR ANY & ALL REFRIDGERATED EQUIPMENT SHALL BE SEALED WITH AN APPROVED CAULK. CAULK SHALL PREVENT THE CIRCULATION OF WARM AIR INTO THE COLD AIR SECTION OF THE RACEWAY. 3. LABEL ALL RTU'S, CONDENSING UNITS, & FAN UNITS WITH IT'S DESIGNATED CIRCUIT NUMBER AND PANEL NAME. 4. ALL ROOF TOP EQUIPMENT SHALL HAVE DISCONNECTING MEANS. 5. RTU UNITS MUST HAVE OVER CURRENT PROTECTION (FUSES). PROVIDE BUILT-IN DISCONNECTS WHERE POSSIBLE. num. description date 1 OWNER REVISIONS 2-28-20 NORTH 1 03.02.2020 1-16-19exp:5-21-31 D D D DD D G G G G D DDD D D C HCCCCHC HC HCCH CH (0.75~90,000~~2.5")SST TTJ D JJ V4.2 E D B A.2 C 4 3 A 25 K1-16,18 19 K1-5 27 K1-1 12 K1-17 1 K1-19,21 3 K1-20 4 K1-22,24 6 K1-12,14 10 K1-8 9 K1-11 19 K1-7 16 K1-23 19 K1-6 23 K1-2 23 K1-4 23 K1-3 10 K1-9 2 K1-10 31 K1-13,15 +42" K1-25 K1-26 4.2 E D B A.2C 4 3 A 55.1 K2-2 55.1 K2-1C C 55.2 K2-3 C K2-5 K2-4 K2-6 K2-7 +60" K2-9 K2-8 K2-11 +42" +60"+60" 34 K2-12 38 K2-14 38 K2-15 38 K2-16 K2-17 K1-27 70 K1-32 +80" K2-19 K2-13 1 1 2 1 3 4 4 +54" +54" 5 6 77 7 8 9 K1-34 +42"+42" 9 +60" +60" K2-20 9 +42" +42" 9 A 42 K2-21 +114" +65" +42" +65" +42" K2-22 K2-23 K2-24 10 +108"+108" +72"+72" 59.1 K1-36,38 53 K1-37 K1-39 +42" +66"+66" A K1-40 K2-25 K2-26 9 +48" 9 +90" +90" +90" +46" +46" +90"324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:04:58 PM R&R BBQ - MERIDIANENLARGED KITCHEN POWER PLANEP4013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPGENERAL SHEET NOTES SHEET KEYNOTES 1 PROVIDE 120 VOLT POWER ABOVE FINISHED CEILING AND TERMINATE FOR CONTROL POWER TO HOOD. CONTRACTOR RESPONSIBLE FOR CONNECTION TO FIRE SHUT OFF. 2 PROVIDE A MANUAL SWITCH FOR EQUIP #38 AS SHOWN. 3 VERIFY LOCATION, HEIGHT, AND ALL CONDITIONS AND REQUIREMENTS WITH OWNER BEFORE ROUGHT-IN. 4 1-1/2" CONDUIT STUBBED INSIDE CABINET FOR POWER AND LOW VOLTAGE. LAND ABOVE CEILING AT A/V RACK, INDIVIDUAL HOME RUNS, NO DAISY CHAINS. 5 OUTLET FOR ICE MACHINES TO BE ABOVE FINISHED CEILING. 6 SUSPENDED SO CORD OUTLET TO BE +80" AFF. 7 POWER & DATA INSIDE CABINET FOR POINT OF SALE. 8 POWER AND DATA FOR WALL MOUNTED PHONES. 9 POWER AND DATA FOR KDS SCREEN. 10 RUN CABLE AND CONDUIT TO JUNCTION BOX BUT DO NOT INSTALL OUTLETS UNTIL A/V BOX IS INSTALLED. AFTER AV BOX HAS BEEN INSTALLED PROVIDE SURFACE MOUNTED OUTLETS IN A/V BOX. COORDINATE WITH OWNER AND AV INSTALLERS. 1 ALL KITCHEN AND FOOD PREP AREA OUTLETS SHALL BE GFCI PROTECTED. 2 PROVIDE DEDICATED NEUTRAL FOR ALL BRANCH CIRCUITS. 3 VERIFY ALL EQUIPMENT LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH-IN. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE FINAL CONNECTIONS FOR OWNER SUPPLIED EQUIPMENT. 4 SURFACE MOUNT ALL OUTLETS ON WALK-IN FREEZER WALLS, INTERIOR AND EXTERIOR. 5 ALL OUTLETS UNMARKED ARE PLUS 18 INCHES AFF. 6 WINDOWS IN DINING WILL NEVER BE USED AS SHOW WINDOW, NEC 210.62. 7 SEE KITCHEN DRAWINGS FOR EXACT LOCATION AND HEIGHT OF ALL KITCHEN EQUIPMENT. COORDINATE OUTLETS TO NOT BE PLACED BEHIND EQUIPMENT LEGS. 8 CONTRACTOR IS RESPONSIBLE TO PROVIDE AND INSTALL CORD AND PLUG FOR EQUIPMENT THAT DOES NOT COME WITH CORD AND PLUG. 9 RECEPTACLES TO BE COORDINATED WITH FINAL FURNITURE AND EQUIPMENT PLAN. DINING CONVENIENCE OUTLETS ARE TO BE ACCESSIBLE AND CENTERED BETWEEN FURNITURE WHERE POSSIBLE. 10 ALL EQUIPMENT UNDER HOOD ARE TO BE SUPPLIED WITH SHUNT TRIP CIRCUIT BREAKERS CONNECTED TO FIRE ALARM. 11 ALL OUTLETS ARE BLACK IN COLOR. ALL FACE PLATES IN DINING AND QUEUE ARE BLACK , ALL FACE PLATES IN KITHCEN AND SERVICE ARE STAINLESS STEEL. 12 EQUIPMENT FURNISHED AND INSTALLED: REFERENCE RESPONSIBILITY SCHEDULE ON ARCHITECTURAL COVER SHEET (G001) FOR SCOPE OF WORK CLARIFICATIONS. SCALE:3/8" = 1'-0"1 ENLARGED KITCHEN POWER PLAN LOW VOLTAGE INSTALL MUD RING AND 3/4" VERTICAL CONDUIT IN WALL AT ALL PHONE/DATA JACK LOCATIONS, STUB OUT ABOVE ACOUSTICAL GRID CEILINGS AND AT JOIST HEIGHT IN OPEN CEILINGS. num. description date 1 OWNER REVISIONS 2-28-20 NORTH 1 03.02.2020 1-16-19exp:5-21-31 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:05:08 PM R&R BBQ - MERIDIANONE-LINE DIAGRAMEP6013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPGENERAL SHEET NOTES 1 PROVIDE NEMA 3R ENCLOSURES FOR EQUIPMENT LOCATED OUTDOORS. REFER TO PLANS FOR EQUIPMENT LOCATIONS. 2 REFER TO PLANS FOR CONSTRAINTS ON PHYSICAL DIMENSIONS AND CLEARANCE REQUIREMENTS OF EQUIPMENT. PROVIDE EQUIPMENT DIMENSIONS THAT FALL WITHIN THE CONSTRAINTS OF EACH SPECIFIC LOCATION. 3 ALL EQUIPMENT SHALL BE CONSTRUCTED AND BRACED FOR THE SEISMIC CONDITIONS OF THE PROJECT. REFER TO ELECTRICAL SPECIFICATIONS FOR REQUIREMENTS. 4 PROVIDE PERFORMANCE TESTING FOR GROUND-FAULT PROTECTION SYSTEMS ON SITE WITH A WRITTEN RECORD OF THIS TEST SUBMITTED TO THE AUTHORITY HAVING JURISDICTION PER 2011 NEC 230.95(C). 6 RACEWAY ONLY. CONDUCTORS PROVIDED BY UTILITY. 7 ALUMINUM CONDUCTORS NOT TO BE USED FOR CONNECTION TO MOTORS OR MOTOR DRIVEN EQUIPMENT. 1 CONDUCTORS SHOWN ARE SHOWN FOR EACH CONDUIT WITH MODIFICATIONS AS NOTED IN NOTE 5. ALL CONDUCTORS SHOWN ARE THWN UNLESS OTHERWISE NOTED. 2 PROVIDE EQUIPMENT GROUND CONDUCTORS PER TABLE 250-122 WHEN CIRCUIT BREAKERS ARE SIZED GREATER THAN AMPERE RATING SHOWN IN TABLE. 3 PROVIDE #10 NEUTRALS FOR MULTIWIRE BRANCH CIRCUITS SERVING COMPUTERS. 4 GROUND (G) CONDUCTOR MAY BE DELETED ON SERVICE ENTRANCE CONDUCTORS. 5 SYMBOL SUBSCRIPTS: ** IG (E.G.) *SUBSCRIPT (NOTE 5) SCHEDULE NUMBER 5 ALUMINUM CONDUCTOR AND CONDUIT SCHEDULE SYM AMP CONDUIT SIZE CONDUCTOR (NOTE 1) IG SE NOTESQTY SIZE G 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 130 2 3 2/0 4 1/0 4 2,7 22 130 2 4 2/0 4 1/0 4 2,7 23 150 2 3 3/0 4 1/0 4 2,7 24 150 2 4 3/0 4 1/0 4 2,7 25 175 2 3 4/0 4 1/0 2 2,7 26 175 2.50 4 4/0 4 1/0 2 2,7 27 200 2.50 3 250 4 1/0 2 2,7 28 200 3 4 250 4 1/0 2 2,7 29 230 2.50 3 300 2 1/0 1/0 2,7 30 230 3 4 300 2 1/0 1/0 2,7 31 250 3 3 350 2 2/0 1/0 2,7 32 250 3 4 350 2 2/0 1/0 2,7 33 310 3 3 500 1 3/0 1/0 2,7 34 310 4 4 500 1 3/0 1/0 2,7 35 380 2 EA 2.50 3 250 1 4/0 3/0 2,7 36 380 2 EA 3 4 250 1 4/0 3/0 2,7 37 400 2 EA 2.50 3 250 1/0 4/0 3/0 2,7 38 400 2 EA 2.50 4 250 1/0 4/0 3/0 2,7 39 500 2 EA 3 3 350 1/0 300 3/0 2,4,7 40 500 2 EA 3 4 350 1/0 300 3/0 2,4,7 41 620 2 EA 3 3 500 3/0 300 3/0 2,4,7 42 620 2 EA 4 4 500 3/0 300 3/0 2,4,7 43 750 3 EA 3 3 350 3/0 300 4/0 2,4,7 44 750 3 EA 4 4 350 3/0 300 4/0 2,4,7 45 810 3 EA 3 4 400 4/0 300 250 2,4,7 46 810 3 EA 4 4 400 4/0 300 250 2,4,7 47 1000 4 EA 3 3 350 4/0 300 250 4,7 48 1000 4 EA 3 4 350 4/0 300 250 4,7 49 1140 4 EA 4 3 500 250 300 250 4,7 50 1140 4 EA 4 4 500 250 300 250 4,7 51 1240 4 EA 4 3 500 350 300 250 4,7 52 1240 4 EA 4 4 500 350 300 250 4,7 53 1620 6 EA 4 4 400 400 350 250 4,7 54 2170 7 EA 4 4 500 400 500 250 4,7 55 2695 7 EA 4 4 750 600 750 750 4,7 56 3080 8 EA 4 4 750 600 750 750 4,7 57 4235 11 EA 4 4 750 800 750 750 4,7 58 - 5 EA 4 - - - - - 6 59 - 5 - - - - - 6 60 - 10 EA 4 - - - - - 6 A "2N": INCLUDE TWO NEUTRAL CONDUCTORS, SIZED AS SCHEDULED FOR PHASED AND NEUTRAL CONDUCTORS. "FG" FULL SIZE GROUND, SIZE EQUIPMENT GROUNDING CONDUCTOR TO BE SAME SIZE AS THE PHASE CONDUCTORS. "HH": NEUTRAL CURRENTS EXIST DUE TO HIGH HARMONIC "NONLINEAR" LOADS. CURRENT CARRYING CONDUCTORS DERATED ACCORDINGLY. "IG": INCLUDE IG (INSULATED/ISOLATED GROUND CONDUCTOR) SCHEDULED ALONG WITH THE GROUND OF EQUIPMENT GROUND CONDUCTOR. "SE": SUBSTITUTE "SE" CONDUCTOR FOR "G" CONDUCTOR SHOWN, WHICH IS SIZED FOR THE GROUNDING OF THE SECONDARY OF THE SEPARATELY DERIVED SYSTEM. SYM AMP HH AMPS CONDUIT SIZE CONDUCTOR (NOTE 1) IG/HH SE NOTESQTY SIZE G 1 20 - .75 2 12 12 12 8 2 2 20 - .75 3 12 12 12 8 2,3 3 20 24 .75 4 12 12 12 8 2,3 4 30 - .75 2 10 10 10 8 2 5 30 - .75 3 10 10 10 8 2 6 30 32 .75 4 10 10 10 8 2 7 40 - 1 2 8 10 8 6 2 8 40 - 1 3 8 10 8 6 2 9 40 44 1 4 8 10 8 6 2 10 55 - 1 2 6 10 8 4 2 11 55 - 1 3 6 10 8 4 2 12 55 60 1.25 4 6 10 8 4 2 13 70 - 1 2 4 8 4 2 2 14 70 - 1.25 3 4 8 4 2 2 15 70 76 1.25 4 4 8 4 2 2 16 85 - 1.25 2 3 8 3 2 2 17 85 - 1.25 3 3 8 3 2 2 18 85 92 1.25 4 3 8 3 2 2 19 95 - 1.25 3 2 8 2 2 2 20 95 104 1.50 4 2 8 2 2 2 21 130 - 1.50 3 1 6 2 2 2 22 130 116 1.50 4 1 6 2 2 2 23 150 - 2 3 1/0 6 2 1/0 2 24 150 136 2 4 1/0 6 2 1/0 2 25 175 - 2 3 2/0 6 2 2/0 2 26 175 156 2 4 2/0 6 2 2/0 2 27 200 - 2 3 3/0 6 2 2/0 2 28 200 180 2.50 4 3/0 6 2 2/0 2 29 230 - 2.50 3 4/0 4 2 2/0 2 30 230 208 2.50 4 4/0 4 2 2/0 2 31 255 - 2.50 3 250 4 1 2/0 2 32 255 232 2.50 4 250 4 1 2/0 2 33 310 - 3 3 350 3 1/0 3/0 2 34 310 280 3 4 350 3 1/0 3/0 2 35 380 - 3.50 3 500 3 3/0 3/0 2 36 380 344 4 4 500 3 3/0 3/0 2 37 400 - 2 EA 2 3 3/0 3 3/0 3/0 2 38 400 360 2 EA 2.50 4 3/0 3 3/0 3/0 2 39 510 - 2 EA 2.50 3 250 1 4/0 3/0 2 40 510 464 2 EA 3 4 250 1 4/0 3/0 2 41 620 - 2 EA 3 3 350 1/0 4/0 3/0 2,4 42 620 560 2 EA 3 4 350 1/0 4/0 3/0 2,4 43 760 - 2 EA 3.50 3 500 1/0 4/0 3/0 2,4 44 760 688 2 EA 4 4 500 1/0 4/0 3/0 2,4 45 855 - 3 EA 3 3 300 2/0 4/0 3/0 2,4 46 855 768 3 EA 3 4 300 2/0 4/0 3/0 2,4 47 1000 - 3 EA 3.50 3 400 2/0 4/0 3/0 4 48 1000 912 3 EA 3.50 4 400 2/0 4/0 3/0 4 49 1140 - 3 EA 4 3 500 3/0 4/0 3/0 4 50 1140 1032 3 EA 4 4 500 3/0 4/0 3/0 4 51 1240 - 4 EA 3 3 350 3/0 4/0 3/0 4 52 1240 1120 4 EA 3 4 350 3/0 4/0 3/0 4 53 1675 1520 5 EA 4 4 400 4/0 4/0 4/0 4 54 2010 1824 6 EA 4 4 400 250 250 250 4 55 2660 2408 7 EA 4 4 500 350 350 350 4 56 3040 2752 8 EA 4 4 500 500 500 500 4 57 4180 3784 11 EA 4 4 500 500 500 500 4 58 - - 5 EA 4 - - - - - 6 59 - - 5 - - - - - 6 60 - - 10 EA 4 - - - - - 6 ** IG (E.G.) * COPPER CONDUCTOR AND CONDUIT SCHEDULE SUBSCRIPT (NOTE 5) SCHEDULE NUMBER 5 6. RACEWAY ONLY. CONDUCTORS PROVIDED BY UTILITY. 1. CONDUCTORS SHOWN ARE SHOWN FOR EACH CONDUIT WITH MODIFICATIONS AS NOTED IN NOTE 5. ALL CONDUCTORS SHOWN ARE THWN UNLESS OTHERWISE NOTED. 2. PROVIDE EQUIPMENT GROUND CONDUCTORS PER TABLE 250-122 WHEN CIRCUIT BREAKERS ARE SIZED GREATER THAN AMPERE RATING SHOWN IN TABLE. 3. PROVIDE #10 NEUTRALS FOR MULTIWIRE BRANCH CIRCUITS SERVING COMPUTERS. 4. GROUND (G) CONDUCTOR MAY BE DELETED ON SERVICE ENTRANCE CONDUCTORS. 5. SYMBOL SUBSCRIPTS: "2N": INCLUDE TWO NEUTRAL CONDUCTORS, SIZED AS SCHEDULED FOR PHASED AND NEUTRAL CONDUCTORS. "FG" FULL SIZE GROUND, SIZE EQUIPMENT GROUNDING CONDUCTOR TO BE SAME SIZE AS THE PHASE CONDUCTORS. "HH": NEUTRAL CURRENTS EXIST DUE TO HIGH HARMONIC "NONLINEAR" LOADS. CURRENT CARRYING CONDUCTORS DERATED ACCORDINGLY. PROVIDE THE IG/HH SIZE FOR THE EQUIPMENT GROUNDING CONDUCTOR. "IG": INCLUDE IG (INSULATED/ISOLATED GROUND CONDUCTOR) SCHEDULED ALONG WITH THE GROUND OF EQUIPMENT GROUND CONDUCTOR. "SE": SUBSTITUTE "SE" CONDUCTOR FOR "G" CONDUCTOR SHOWN, WHICH IS SIZED FOR THE GROUNDING OF THE SECONDARY OF THE SEPARATELY DERIVED SYSTEM. CONDUIT AND CONDUCTOR SCHEDULE NOTES SCALE: NTS B1 EXISTING ONE-LINE DIAGRAM - FOR REFERENCE ONLY EXISTING MDP 0 K1 0 K2 0 L 0 LCR 0 LDP 0 P1 0 PROVIDE FULLY RATED CIRCUIT BREAKERS IN PANELBOARDS FOR THE FAULT CURRENT SHOWN. SERIES RATINGS WITH NEXT LEVEL UPSTREAM OVERCURRENT PROTECTIVE DEVICES ARE PERMITTED SUBJECT TO FACTORY UL DOCUMENTATION OF SERIES RATING SUBMITTED TO ENGINEER. IF DEVICE OR EQUIPMENT FAULT CURRENT RATING IS NOT SHOWN, ASSUME 100,000 AIC. BUS FAULT CURRENT FAULT CURRENT TABLE A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A CONDUIT AND CONDUCTOR SCHEDULE NOTES num. description date 03.02.2020 1-16-19exp:5-21-31 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:05:12 PM R&R BBQ - MERIDIANEQUIPMENT SCHEDULESEP6023680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPEQUIPMENT SCHEDULE EQUIPMENT SCHEDULE KEY E Q * ** - - - - DIVISION 26 FURNISHED WITH EQUIPMENT COORDINATE WITH THE DIVISION 23 TEMPERATURE CONTROL INSTALLER AUTOMATIC CONTROL WIRING BY DIVISION 23 xxxxxxxx MARK QTY ITEM DESCRIPTION LOAD DATA WIRE AND CONDUIT SIZE OVERCURRENT PROTECTION DISCONNECT STARTER NOTES MARKHP kW MCA FLA VOLT PH Hz FURN BY DEVICE LOCATION FURN BY DEVICE LOCATION FURN BY DEVICE SIZES SELECTOR SWITCH PILOT LAMP NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT PHASE FAILURE RELAY (E)CU-1 1 EXISTING CONDENSING UNIT N/A 3.53 - 10.9 208 1 60 3 #10, 10 GR 0.75" CND E 30/1 CB K1 E 30A/2P NF K1 Q - - - - - - - (E)CU-1 (E)RTU-1 1 EXISTING ROOF TOP UNIT - 13.74 25.4 42.4 208 3 60 3 #8, #10 GR 1" CND E 50/3 CB LDP Q Q - - - - - - - (E)RTU-1 (E)RTU-2 1 EXISTING ROOF TOP UNIT - 13.74 36.5 42.4 208 3 60 3 #8, #10 GR 1" CND E 50/3 CB LDP Q Q - - - - - - - (E)RTU-2 (E)RTU-3 1 EXISTING ROOF TOP UNIT - 15.85 39.3 60 208 3 60 3 #6, #10 GR 1" CND E 60/3 CB LDP Q Q - - - - - - - (E)RTU-3 38 3 KITCHEN EQUIPMENT CONNECTION 1/8 0.077 - 1 120 1 60 2 #12, 12 GR 0.75" CND E 15/1 CB E Q - - - - - - - 38 EF-1 1 EXHAUST FAN (FRYER/RANGE) 1.0 - - 3.8 208 3 60 3 #12, #12GR 0.75" CND E 20/3 CB LDP Q Q - - - - - - - EF-1 EF-2 1 EXHAUST FAN (COOKLINE SMOKER) 1.5 - - 4.4 208 3 60 3 #12, #12GR 0.75" CND E 20/3 CB LDP Q Q - - - - - - - EF-2 EF-3 1 EXHAUST FAN (CATERING) 1 - - 5.5 208 3 60 3 #12, #12GR 0.75" CND E 20/3 CB LDP Q Q - - - - - - - EF-3 EF-4 1 EXHAUST FAN (RESTROOM) 1/4 - 1.0 1.5 120 1 60 2 #12, 12 GR 0.75" CND E 20/1 CB LDP Q Q - - - - - - - EF-4 EF-5 1 EXHAUST FAN (COOKLINE SMOKER) 1/4 - 1.5 1.5 120 1 60 2 #12, 12 GR 0.75" CND E 20/1 CB LDP Q Q - - - - - - - EF-5 MAU-1 1 MAKE-UP AIR UNIT 7.5 - - 21 208 3 60 3 #10, 10 GR 0.75" CND E 30/3 CB LDP Q 30A/3P FRS-15 Q - - - - - - - MAU-1 RCP-1 1 RECIRCULATION PUMP - 13.74 - 0.5 120 3 60 2 #12, #12 GR 0.75" CND E 20/1 CB K1 E K1 Q - - - - - - - RCP-1 SIGNAGE 4 ROOF TOP SIGNS - 0.25 1.0 2 120 1 60 2 #10, 10 GR 0.75" CND E 20/1 CB L E TOGGLE SWITCH ADJ TO EQUIP Q - - - - - - - SIGNAG E FOOD SERVICE EQUIPMENT SCHEDULE ITEM NO. QTY DECSRIPTION ELEC. CONN. PANEL CKT # VOLT PL HP AMPS kW WIRE AND CONDUIT SIZE ELECTRICAL REMARKS 1 1 TOASTER SPECIAL PURPOSE RECEPTACLE K1 19,21 208 V 2 20.0 2.4 3 #10 #10 GR 0.75" CND NEMA 6-20P 2 1 UNDERCOUNTER REFRIGERATOR DUPLEX RECEPTACLE K1 10 120 V 1 2.3 0.3 2 #12 #12 GR 0.75" CND NEMA 5-15P 3 1 SANDWICH/SALAD PREP REFRIGERATOR DUPLEX RECEPTACLE K1 20 120 V 1 4.4 0.5 2 #12 #12 GR 0.75" CND NEMA 5-15P 4 1 HOT FOOD-SOUP SATAION SPECIAL PURPOSE RECEPTACLE K1 22,24 208 V 2 13.3 1.6 3 #12 #12 GR 0.75" CND NEMA 6-20P 6 1 HOT FOOD-SOUP SATAION DUPLEX RECEPTACLE K1 12,14 208 V 2 6.7 1.4 3 #12 #12 GR 0.75" CND NEMA 6-15P 9 1 REFRIGERATED DISPLAY CASE DUPLEX RECEPTACLE K1 11 120 V 1 2.2 0.3 2 #12 #12 GR 0.75" CND NEMA 5-15P 10 1 HOLDING CABINET DUPLEX RECEPTACLE K1 8 120 V 1 16.0 1.9 2 #10 #10 GR 0.75" CND NEMA 5-20P 10 1 HOLDING CABINET DUPLEX RECEPTACLE K1 9 120 V 1 16.0 1.9 2 #10 #10 GR 0.75" CND NEMA 5-20P 12 1 WORKTOP REFRIGERATOR DUPLEX RECEPTACLE K1 17 120 V 1 2.4 0.3 2 #12 #12 GR 0.75" CND NEMA 5-15P 16 1 HOLDING CABINET DUPLEX RECEPTACLE K1 23 120 V 1 16.7 2.0 2 #10 #10 GR 0.75" CND NEMA 5-20P 16 1 TEA DISPENSER DUPLEX RECEPTACLE K2 18 120 V 1 13.8 1.7 2 #12 #12 GR 0.75" CND NEMA 5-20P 19 1 SANDWICH/SALAD PREP REFRIGERATOR DUPLEX RECEPTACLE K1 6 120 V 1 3.3 0.4 2 #12 #12 GR 0.75" CND NEMA 5-15P 19 1 SANDWICH/SALAD PREP REFRIGERATOR DUPLEX RECEPTACLE K1 7 120 V 1 3.3 0.4 2 #12 #12 GR 0.75" CND NEMA 5-15P 19 1 SANDWICH/SALAD PREP REFRIGERATOR DUPLEX RECEPTACLE K1 5 120 V 1 3.3 0.4 2 #12 #12 GR 0.75" CND NEMA 5-15P 23 1 HOLDING CABINET DUPLEX RECEPTACLE K1 2 120 V 1 17.3 2.1 2 #10 #10 GR 0.75" CND NEMA 5-20P 23 1 HOLDING CABINET DUPLEX RECEPTACLE K1 4 120 V 1 17.3 2.1 2 #10 #10 GR 0.75" CND NEMA 5-20P 23 1 HOLDING CABINET DUPLEX RECEPTACLE K1 3 120 V 1 17.3 2.1 2 #10 #10 GR 0.75" CND NEMA 5-20P 25 1 HOLDING CABINET SPECIAL PURPOSE RECEPTACLE K1 16,18 208 V 2 10.0 1.2 3 #12 #12 GR 0.75" CND NEMA 6-15P 27 1 CONVECTION OVEN DUPLEX RECEPTACLE K1 1 120 V 1 9.0 1.1 2 #12 #12 GR 0.75" CND NEMA 5-15P 31 1 ICE MACHINE DUPLEX RECEPTACLE K1 13,15 208 V 2 14.0 2.9 3 #10 #10 GR 0.75" CND NEMA 6-20P 34 1 CHEF BASE DUPLEX RECEPTACLE K2 12 120 V 1 3.0 0.4 2 #12 #12 GR 0.75" CND NEMA 5-15P 38 1 HEAT LAMP, DECORATIVE SWIITCH CONTROLS K2 14 120 V 1 12.0 1.4 2 #12 #12 GR 0.75" CND NEMA 5-15P 38 1 HEAT LAMP, DECORATIVE SWIITCH CONTROLS K2 15 120 V 1 12.0 1.4 2 #12 #12 GR 0.75" CND NEMA 5-15P 38 1 HEAT LAMP, DECORATIVE SWIITCH CONTROLS K2 16 120 V 1 12.0 1.4 2 #12 #12 GR 0.75" CND NEMA 5-15P 42 1 VEGETABLE CUTTER DUPLEX RECEPTACLE K2 21 120 V 1 4.3 0.5 2 #12 #12 GR 0.75" CND NEMA 5-15P 53 1 BAG-N-BOX DUPLEX RECEPTACLE K1 37 120 V 1 10.0 1.2 2 #12 #12 GR 0.75" CND NEMA 5-15R 55.1 1 LARGE SMOKER DUPLEX RECEPTACLE K2 2 120 V 1 15.0 1.8 2 #10 #10 GR 0.75" CND NEMA 5-20P 55.1 1 LARGE SMOKER DUPLEX RECEPTACLE K2 1 120 V 1 15.0 1.8 2 #10 #10 GR 0.75" CND NEMA 5-20P 55.2 1 SMALL SMOKER DUPLEX RECEPTACLE K2 3 120 V 1 15.0 1.8 2 #10 #10 GR 0.75" CND NEMA 5-20P 59.1 1 CRISP AND HOLD SPECIAL PURPOSE RECEPTACLE K1 36,38 208 V 2 14.0 1.7 2 #12 #12 GR 0.75" CND NEMA 6-20R 70 1 DISHWASHER SWITCH CONTROLS K1 32 120 V 1 12.0 1.4 2 #12 #12 GR 0.75" CND NEMA 5-15P num. description date 1 OWNER REVISIONS 2-28-20 1 03.02.2020 1-16-19exp:5-21-31 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:05:15 PM R&R BBQ - MERIDIANPANEL SCHEDULESEP6043680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPnum. description date ALL OTHER LOADS @ 100% :78.2 kVA -MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITH LARGEST MOTOR CALCULATED @ 125% PER NEC RECEPTACLES:11.4 kVA @ 94% = 10.7 kVA - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE =322 LIGHTING & CONTINUOUS LOADS:2.8 kVA @ 125% = 3.5 kVA - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA =116 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 420 369 273 AVERAGE CONNECTED AMPS PER PHASE =345 TOTALS:CONNECTED kVA PER PHASE 49 43 33 CONNECTED TOTAL kVA =124 41 42 39 40 37 38 35 36 33 34 31 32 29 -- -- -- -- -- --4.6 30 27 -- -- -- -- -- -- 4.6 0.2 EF-4 0.0 0.2 0.0 1 20 28 25 60 3 0.0 13.7 0.0 RTU-3 4.6 0.2 EF-5,6,7 0.0 0.2 0.0 1 20 26 23 -- -- -- -- -- --5.3 0.9 -- -- -- -- -- -- 24 21 -- -- -- -- -- -- 5.3 0.9 -- -- -- -- -- -- 22 19 50 3 0.0 15.9 0.0 RTU-2 5.3 0.9 EF-1,2,3 0.0 2.8 0.0 3 20 20 17 -- -- -- -- -- --4.6 1.9 -- -- -- -- -- -- 18 15 -- -- -- -- -- -- 4.6 1.9 -- -- -- -- -- -- 16 13 50 3 0.0 13.7 0.0 RTU-1 4.6 1.9 MAU-1 0.0 5.6 0.0 3 15 14 11 -- -- -- -- -- --2.5 0.0 -- -- -- -- -- -- 12 9 -- -- -- -- -- -- 3.0 2.7 -- -- -- -- -- -- 10 7 20 3 0.0 8.0 3.1 P1 5.5 2.6 L 0.0 1.2 2.8 3 20 8 5 -- -- -- -- -- --9.4 3.6 -- -- -- -- -- -- 6 3 -- -- -- -- -- -- 13.6 6.2 -- -- -- -- -- -- 4 1 150 3 0.0 12.5 4.3 K1 16.4 7.0 K2 4.1 0.5 0.0 3 150 2 NO AMP POLE LTG PWR CO DESCRIPTION A B C DESCRIPTION CO PWR LTG POLE AMP NO CKT OCP LOAD (kVA)PHASE LOAD LOAD (kVA) OCP CKT ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING:0 120/208V, 3 PH 4 WIRE 22" W x 6" D, BOLT-ON 600 AMPERE MAIN LUGS COOKLINE 'B' 111 SURFACE VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: LOCATION: CABINET: NOTES: EXISTING PANEL:"LDP" ALL OTHER LOADS @ 100% :1.2 kVA -MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITH LARGEST MOTOR CALCULATED @ 125% PER NEC RECEPTACLES: - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE =16 LIGHTING & CONTINUOUS LOADS:2.8 kVA @ 125% = 3.5 kVA - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA =6 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 25 26 0 AVERAGE CONNECTED AMPS PER PHASE =15 TOTALS:CONNECTED kVA PER PHASE 3 3 0 CONNECTED TOTAL kVA =5 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 20 1 0.1 0.0 0.0 EXISTING EXTERIOR LIGHTING 0.4 14 11 12 9 10 7 8 5 6 3 20 1 1.7 0.2 0.0 2.7 4 1 20 1 1.0 0.0 0.0 LIGHTING 1.2 1.0 SIGNAGE - ROOF TOP 0.0 1.0 0.0 1 20 2 NO AMP POLE LTG PWR CO DESCRIPTION A B C DESCRIPTION CO PWR LTG POLE AMP NO CKT OCP LOAD (kVA)PHASE LOAD LOAD (kVA) OCP CKT ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING:0 120/208V, 3 PH 4 WIRE 22" W x 6" D, BOLT-ON 125 AMPERE MAIN LUGS COOKLINE 'B' 111 SURFACE VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: LOCATION: CABINET: NOTES: EXISTING PANEL:"L" ALL OTHER LOADS @ 100% :0.5 kVA -MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITH LARGEST MOTOR CALCULATED @ 125% PER NEC RECEPTACLES:4.1 kVA @ 100% = 4.1 kVA - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE =35 LIGHTING & CONTINUOUS LOADS: - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA =13 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 62 55 30 AVERAGE CONNECTED AMPS PER PHASE =47 TOTALS:CONNECTED kVA PER PHASE 7 6 4 CONNECTED TOTAL kVA =17 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 20 1 0.0 0.0 0.7 CO 0.7 0.2 CO 0.2 0.0 0.0 1 20 26 23 20 1 0.0 0.0 0.4 CO 0.4 0.4 CO 0.4 0.0 0.0 1 20 24 21 20 1 0.0 0.0 0.0 KITCHEN EQ 0.5 0.5 CO 0.5 0.0 0.0 1 20 22 19 20 1 0.0 0.0 0.4 KITCHEN CO 0.4 0.2 CO 0.2 0.0 0.0 1 20 20 17 20 1 0.0 0.0 0.2 KITCHEN CO 0.2 1.7 TEA DISPENSER 0.0 0.0 0.0 1 20 18 15 20 1 0.0 0.0 0.0 38 - HEAT LAMP 1.4 1.4 38 - HEAT LAMP 0.0 0.0 0.0 1 20 16 13 20 1 0.0 0.0 0.2 KDS SCREEN 0.2 1.4 38 - HEAT LAMP 0.0 0.0 0.0 1 20 14 11 20 1 0.0 0.0 0.5 CO 0.5 0.4 34 - CHEF BASE 0.0 0.0 0.0 1 20 12 9 20 1 0.0 0.2 0.0 POWER 0.2 0.2 SODA DISPENSER 0.2 0.0 0.0 1 20 10 7 20 1 0.0 0.0 0.2 WATER SOFTENER 0.2 0.2 POWER 0.0 0.2 0.0 1 20 8 5 20 1 0.0 0.0 0.0 DROP CORD 0.0 0.2 CO2 TANK 0.2 0.0 0.0 1 20 6 3 20 1 0.0 0.0 0.0 55.2 - SMALL SMOKER 1.8 0.2 HOOD (SHUNT TRIP) 0.0 0.2 0.0 1 20 4 1 20 1 0.0 0.0 0.0 55.1 - LARGE SMOKER 1.8 1.8 KITCHEN EQ 0.0 0.0 0.0 1 20 2 NO AMP POLE LTG PWR CO DESCRIPTION A B C DESCRIPTION CO PWR LTG POLE AMP NO CKT OCP LOAD (kVA)PHASE LOAD LOAD (kVA) OCP CKT ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING:0 120/208V, 3 PH 4 WIRE 22" W x 6" D, BOLT-ON 150 AMPERE MAIN LUGS COOKLINE 'B' 111 SURFACE VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: LOCATION: CABINET: NOTES: EXISTING PANEL:"K2" ALL OTHER LOADS @ 100% :13.3 kVA -MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITH LARGEST MOTOR CALCULATED @ 125% PER NEC RECEPTACLES:4.3 kVA @ 100% = 4.3 kVA - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE =90 LIGHTING & CONTINUOUS LOADS: - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA =32 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 142 119 78 AVERAGE CONNECTED AMPS PER PHASE =109 TOTALS:CONNECTED kVA PER PHASE 16 14 9 CONNECTED TOTAL kVA =39 41 42 39 20 1 0.0 0.0 1.3 CO 1.3 0.2 SCALE 0.2 0.0 0.0 1 20 40 37 20 1 0.0 0.0 0.0 KITCHEN EQ 1.2 0.8 -- -- -- -- -- -- 38 35 20 1 0.0 0.0 1.0 CO 1.0 0.8 KITCHEN EQ 0.0 1.7 0.0 2 20 36 33 -- -- -- -- -- -- 1.2 0.4 CO 0.4 0.0 0.0 1 20 34 31 -- -- -- -- -- -- 1.2 1.4 DISHWASHER 0.0 0.0 0.0 1 20 32 29 30 3 0.0 3.5 0.0 EXISTING WALK IN COOLER 1.2 1.0 WH 1, 2 1.0 0.0 0.0 1 20 30 27 20 1 0.0 0.0 0.2 KITCHEN CO 0.2 0.1 RCP-1 0.0 0.1 0.0 1 20 28 25 20 1 0.0 1.5 0.0 POS 1.5 0.9 POS 0.4 0.5 0.0 1 20 26 23 30 1 0.0 0.0 0.0 16 - HOLDING CABINET 2.0 0.8 -- -- -- -- -- -- 24 21 -- -- -- -- -- -- 1.2 0.8 4 - HOT FOOD-SOUP STATION 0.0 1.6 0.0 2 20 22 19 30 2 0.0 2.4 0.0 1 - TOASTER 1.2 0.5 3 - REFRIGERATOR 0.0 0.0 0.0 1 20 20 17 20 1 0.0 0.0 0.0 12 - REFRIGERATOR 0.3 0.6 -- -- -- -- -- -- 18 15 -- -- -- -- -- -- 1.5 0.6 25 -HOT FOOD-SOUP STATION 0.0 1.2 0.0 2 20 16 13 30 2 0.0 0.0 0.0 31 - ICE MACHINE 1.5 0.7 -- -- -- -- -- -- 14 11 20 1 0.0 0.0 0.0 9 - REF DISPLAY CASE 0.3 0.7 6 -HOT FOOD-SOUP STATION 0.0 0.0 0.0 2 20 12 9 30 1 0.0 0.0 0.0 10 - HOLDING CABINET 1.9 0.3 2 - UNDERCOUNTER REF 0.0 0.0 0.0 1 20 10 7 20 1 0.0 0.0 0.0 19 - REFRIGERATOR 0.4 1.9 10 - HOLDING CABINET 0.0 0.0 0.0 1 30 8 5 20 1 0.0 0.0 0.0 19 - REFRIGERATOR 0.4 0.4 19 - REFRIGERATOR 0.0 0.0 0.0 1 20 6 3 20 1 0.0 0.0 0.0 23 - HOLDING CABINET 2.1 2.1 23 - HOLDING CABINET 0.0 0.0 0.0 1 30 4 1 20 1 0.0 0.0 0.0 27 - CONVECTION OVEN 1.1 2.1 23 - HOLDING CABINET 0.0 0.0 0.0 1 30 2 NO AMP POLE LTG PWR CO DESCRIPTION A B C DESCRIPTION CO PWR LTG POLE AMP NO CKT OCP LOAD (kVA)PHASE LOAD LOAD (kVA) OCP CKT ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING:0 120/208V, 3 PH 4 WIRE 22" W x 6" D, BOLT-ON 200 AMPERE MAIN LUGS COOKLINE 'B' 111 SURFACE VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: LOCATION: CABINET: NOTES: EXISTING PANEL:"K1" ALL OTHER LOADS @ 100% :8.0 kVA -MOTOR TOTALS INCLUDED IN ALL OTHER LOADS WITH LARGEST MOTOR CALCULATED @ 125% PER NEC RECEPTACLES:3.1 kVA @ 100% = 3.1 kVA - FIRST 10kVA @ 100%, REMAINDER @ 50% AVERAGE AMPS PER PHASE =31 LIGHTING & CONTINUOUS LOADS: - 100% CONNECTED LOAD PLUS 25% DIVERSIFIED TOTAL kVA =11 NEC DIVERSIFIED LOAD CALCULATIONS CONNECTED AMPS PER PHASE 47 26 21 AVERAGE CONNECTED AMPS PER PHASE =31 TOTALS:CONNECTED kVA PER PHASE 6 3 3 CONNECTED TOTAL kVA =11 41 42 39 40 37 38 35 36 33 34 31 32 29 30 27 28 25 26 23 24 21 22 19 20 17 18 15 16 13 20 1 0.0 0.0 1.1 EXISTING DINING CO 1.1 1.0 TV 0.0 1.0 0.0 1 20 14 11 1.5 DINING CO 0.5 1.0 0.0 1 20 12 9 20 1 0.0 0.5 0.0 TV 0.5 0.5 TV 0.0 0.5 0.0 1 20 10 7 20 1 0.0 0.0 0.5 EXISTING DINING CO 0.5 0.9 CO ROOF TOP 0.9 0.0 0.0 1 20 8 5 20 1 0.0 1.0 0.0 EXISTING SIGNAGE 1.0 6 3 20 1 0.0 1.0 0.0 EXISTING SIGNAGE 1.0 1.0 EXISTING SIGNAGE 0.0 1.0 0.0 1 20 4 1 20 1 0.0 1.5 0.0 EXISTING SIGNAGE 1.5 0.5 TV 0.0 0.5 0.0 1 20 2 NO AMP POLE LTG PWR CO DESCRIPTION A B C DESCRIPTION CO PWR LTG POLE AMP NO CKT OCP LOAD (kVA)PHASE LOAD LOAD (kVA) OCP CKT ACCESSORIES:PANEL DIRECTORY, IDENTIFICATION, GROUNDING BAR AIC RATING:0 120/208V, 3 PH 4 WIRE 22" W x 6" D, BOLT-ON 125 AMPERE MAIN LUGS COOKLINE 'B' 111 SURFACE VOLTS/PHASE/WIRE: PANEL SIZE & TYPE: MAIN SIZE AND TYPE: LOCATION: CABINET: NOTES: EXISTING PANEL:"P1" 03.02.2020 1-16-19exp:5-21-31 S S S S S S S S SST TTS S +120" CEILING CEILING +120" +120" +120" +120" CEILING CEILING +120" +120" F 4.2 E D B A.2C 4 3 1.3 1.2 1 A F.2 +120" CEILING 1 324 S. State St., Suite 400Salt Lake City, UT 84111800-678-7077801-328-5151fax: 801-328-5155www.spectrum-engineers.comBoise 800 W MAIN STREET SUITE 940 BOISE, ID 83702 208.424.7675 Salt Lake City 52 Exchange Place Salt Lake City, UT 84111 801.531.1144 sheet number:sheet title:stamp: The information and content represented herein is considered by law the architect's instruments of service and are the property of Babcock Design. They are available for limited review and evaluation by clients, consultants, contractors, government agencies, vendors, and office personnel only in accordance with this notice. They are intended for use only for the project specified and are to be used for no other purpose or project including additions to or modification of the completed project. No part thereof may be copied, reproduced, photographed, modified, published, uploaded, transmitted, disclosed, sold, distributed to others in any way including in digital form, or otherwise used without the prior written consent of Babcock Design. revisions: date: COPYRIGHT © 2017 BABCOCK DESIGN original drawing is 30" x 42"for:x sheet information sheet number: babcockdesign.com project number: project status: current as of: stamp: 3/2/2020 7:05:21 PM R&R BBQ - MERIDIANLEVEL 1 AUXILIARY PLANEY1013680 E. FAIRVIEW AVE.MERIDIAN, IDPERMIT SET 02.28.20 RR-1903 FOUR FOODS GROUPGENERAL SHEET NOTES 1 STUB CONDUIT FOR PATIO SPEAKERS NEAR EDGE OF CANOPY AT 15' 0" SCALE:1/4" = 1'-0" LEVEL 1 AUXILIARY PLAN1 1 EQUIPMENT FURNISHED AND INSTALLED: REFERENCE RESPONSIBILITY SCHEDULE ON ARCHITECTURAL COVER SHEET (G001) FOR SCOPE OF WORK CLARIFICATIONS. LOW VOLTAGE INSTALL 1/2" VERTICAL CONDUIT TO ALL WALL-MOUNTED SPEAKER AND CAMERA LOCATIONS - STUB OUT FLUSH WITH WALL AT EQUIPMENT LOCATIONS. LAND ABOVE ACOUSTICAL GRID CEILINGS AND AT JOIST HEIGHT IN OPEN CEILINGS. SHEET KEYNOTES num. description date NORTH 03.02.2020 1-16-19exp:5-21-31