04-29-2014 BID SET

GENERAL ARCHITECTURAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W ITH THE CURRENTLY ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE, STATE OF MINNESOTA BUILDING CODE AND LOCAL BUILDING CODES AS ADMINISTERED BY THE LOCAL GOVERNING BUILDING OFFICIALS.

2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK BOTH CONTAINED IN THE ARCHITECTURAL CONTRACT DOCUMENTS AND PROVIDED SEPARATELY UNDER DESIGN/BUILD CONTRACTS FOR THE PROJECT. THE ARCHITECTURAL CONTRACT DOCUMENTS IN NO W AY IMPLY A COMPLETE AND COMPRHENSIVE COORDINATION OF ALL W ORK AND CONSTRUCTION REQUIRED FOR THE PROJECT.

3. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING OF ANY DISCREPANCIES WITH THE CONTRACT DOCUMENTS, PROPOSED CONSTRUCTION, SITE CONDITIONS AND IF APPLICABLE EXISTING BUILT CONDITIONS.

4. THE SITE AND LANDSCAPE DESIGN FOR THE PROJECT, INCLUDING THE PARKING LOT CONSTRUCTION, SHALL BE AS DESIGNED AND BUILT UNDER A SEPARATE CONTRACT BY THE OWNER. THE GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL DRAW INGS FOR THE LOCATIONS OF DRIVEW AYS, SIDEWALKS, STOOPS AND PROPOSED GRADES AT THE BUILDING PERIMETER AND COORDINATE WORK ACCORDINGLY.

5. ALL FASTENERS, HANGERS AND STRUCTURAL FRAMING ACCESSORIES PLACED IN CONTACT WITH PRESSURE TREATED WOOD OR ENGINEERED BUILDING MATERIALS SHALL BE EITHERSTAINLESS STEEL OR GALVANIZED IN ACCORDANCE W ITH MANUFACTURERS REQUIREMENTS FOR CONTACT WITH PRESSURE TREATMENT COMPOUND TYPE AND RETENTION RATE.

6. LIGHTING LOCATIONS INDICATED IN THE ARCHITECTURAL DRAW INGS TAKE PRECEDENT. STRUCTURAL MEMBERS, MECHANICAL DUCTWORK AND PLUMBING PIPING SHALL BE COORDINATED TO AVOID CONFLICTS WITH RECESSED AND SURFACE MOUNTED LIGHT FIXTURE LOCATIONS.

7. THE ARCHITECT SHALL HAVE NO RESPONSIBILITY FOR THE IDENTIFICATION, DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE.

GENERAL MECHANICAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W ITH THE CURRENTLY ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, STATE OF MINNESOTA BUILDING CODE AND LOCAL BUILDING CODES AS ADMINISTERED BY THE LOCAL GOVERNING BUILDING OFFICIALS.

2. THE MECHANICAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND EQUIPMENT SUBMITTALS TO THE ARCHITECT AND OWNER FOR APPROVAL, AND COORDINATE WORK WITH OTHER SUBCONTRACTORS.

GENERAL ELECTRICAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W ITH THE CURRENTLY ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE, INTERNATIONAL ELECTRICAL CODE, STATE OF MINNESOTA BUILDING CODE AND LOCAL BUILDING CODES AS ADMINISTERED BY THE LOCAL GOVERNING BUILDING OFFICIALS.

2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE FIXTURE SUBMITTALS TO THE ARCHITECT AND OW NER FOR APPROVAL, AND COORDINATE W ORK WITH OTHER CONTRACTORS.

GENERAL PLUMBING NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE W ITH THE CURRENTLY ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE, INTERNATIONAL PLUMBING CODE, STATE OF MINNESOTA BUILDING CODE AND LOCAL BUILDING CODES AS ADMINISTERED BY THE LOCAL GOVERNING BUILDING OFFICIALS.

2. THE PLUMBING CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND FIXTURE SUBMITTALS TO THE ARCHITECT AND OWNER, AND COORDINATE WORK WITH OTHER SUBCONTRACTORS.

SYMBOLS LEGEND

DRAWING SHEET INDEX

A0.0

General Notes/Drawing Index/Symbols Legend

BUILDING CODE

2006 INTERNATIONAL BUILDING CODE (WITH STATE OF MINNESOTA AMENDMENTS).

SPECIAL INSPECTIONS AS REQUIRED BY THE IBC 2006 CHAPTER 17 WITH STATE OF MINNESOTA AMENDMENTS AND LOCAL BUILDING CODE OFFICIAL.

DESIGN LOADS:

ROOF LOAD: DEAD LOAD: 17 PSF

SNOW LOAD: GROUND SNOW LOAD: Pg = 50 PSFEXPOSURE FACTOR: Ce = 1THERMAL FACTOR: Ct = 1.1 (VENTILATED)IMPORTANCE FACTOR: I = 1.0ROOF SNOW LOAD: Pf = 38.5 PSF

WIND LOAD: BASIC WIND SPEED: V = 90 MPHEXPOSURE GROUP: BIMPORTANCE FACTOR: I = 1.0

DESIGN MATERIAL:

REINFORCING STEEL: DEFORMED BARS ASTM A615 GRADE 60

STRUCTURAL STEEL: WIDE FLANGE SHAPES ASTM A992-98 OTHER SHAPES, PLATES, ETC. ASTM A36, GRADE 36STRUCTURAL TUBES ASTM A500, GRADE BSTRUCTURAL PIPES ASTM A53, GRADE BANCHOR RODS ASTM F1554, GRADE 36

CONCRETE: f'c = 3000 PSI @ 28 DAYS (FOOTINGS) fc = 4000 PSI (ALL OTHER)

MASONRY GROUT (COREFILL): f'c = 3000 PSI @ 28 DAYS, 8" 11 SLUMP WITH 3/8 PEAGRAVEL AGGREGATE

DIMENSION LUMBER: JOISTS, BEAMS & STUDS: SPRUCE-PINE-FIR NO.2 DESIGN DEFLECTION CRITERIA:

ROOF LL L/360 TL L/240

FUTURE EXPANSION:

THIS PROJECT IS NOT DESIGNED FOR FUTURE EXPANSION.

CONTRACTOR NOTES:

THESE NOTES SHALL BE USED IN CONJUNCTION WITH THE PLANS AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, SPECIFICATIONS OR WITH EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN.

THE CONTRACTOR MUST CHECK ALL DIMENSIONS, FRAMING CONDITIONS, AND SITE CONDITIONS BEFORE STARTING WORK. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR POSSIBLE DEFICIENCIES.

MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWNER, ENGINEER AND THE GOVERNING AUTHORITY.

TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS OR SECTIONS ARE GIVEN.

STRUCTURAL MEMBERS INCLUDING TRUSSES, BEAMS, COLUMNS AND WALLS ARE DESIGNED FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR BRACING ALL STRUCTURAL ELEMENTS (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT.

OBSERVATION VISITS TO THE JOB SITE BY THE ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION METHODS OR SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSIDERED AS CONTINUOUS AND DETAILED INSPECTIONS.

VERIFY ALL OPENINGS THROUGH CONSTRUCTION WITH HEATING AND VENTILATION CONTRACTOR, PLUMBING CONTRACTOR, AND ELECTRICAL CONTRACTOR FOR SIZE AND LOCATION.

ALL NON-BEARING PARTITIONS ARE TO BE CONSTRUCTED TO ALLOW LIVE LOAD DEFLECTION OF THE STRUCTURAL MEMBERS ABOVE. SEE THE DESIGN DEFLECTION CRITERIA NOTE ABOVE FOR THE EXTENT OF DEFLECTION.

SITE WORK:

THE STRUCTURAL DESIGN IS BASED ON THE OWNER ACCEPTED RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT PREPARED BY:

AMERICAN ENGINEERING TESTING, INC.NEIL K. RAMDHAN612-581-3814REPORT NO. 01-06073

REFER TO THE GEOTECHNICAL REPORT AND COORDINATE WITH GEOTECHNICAL ENGINEER FOR OWNER ACCEPTED SITE PREPARATIONS.

EXCAVATE TOPSOIL, ORGANIC MATERIAL, AND DEBRIS FROM THE CONSTRUCTION AREA.

FOOTINGS SHALL BEAR ON COMPETENT NATURAL UNDISTURBED SOIL OR ENGINEERED FILL.

FOOTINGS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF.

IF SOIL AT BOTTOM OF FOOTING IS OF QUESTIONABLE BEARING VALUE, NOTIFY THE ARCHITECT / ENGINEERS OFFICE AT ONCE.

MINIMUM DEPTH FROM EXTERIOR GRADE TO BOTTOM OF BUILDING PERIMETER FOOTINGS SHALL BE 3'-6". ALL OPEN AIR AND UNHEATED FOUNDATIONS SHALL HAVE A MINIMUM OF 5-0 OF FROST PROTECTION.

WALL FOOTINGS SHALL BE STEPPED AT RATIO OF 1 VERTICAL TO 2 HORIZONTAL.

THE TOP OF FOOTING ELEVATION FOR ALL FOOTINGS SHALL BE STEPPED BELOW ANY UNDERGROUND UTILITIES THAT ARE ENTERING OR ARE ADJACENT TO THE BUILDING. THE CONTRACTOR SHALL COORDINATE FOOTING ELEVATIONS WITH UTILITIES PRIOR TO CONSTRUCTION.

CONCRETE:

CODE FOR REINFORCED CONCRETE IS THE ACI 318-05.

WHERE REINFORCING BARS ARE SHOWN CONTINUOUS, LAP SPLICE BARS 48 BAR DIAMETERS.

PROVIDE SUITABLE SUPPORT OF ALL REINFORCING TO PREVENT DISPLACEMENT DURING THE POURING OF CONCRETE.

ALUMINUM CONDUIT, ALUMINUM PIPING, OR ALUMINUM ACCESSORIES ARE NOT PERMITTED IN CONCRETE SLABS OR CONCRETE WALLS.

CONCRETE SHALL BE MAINTAINED ABOVE 50 DEGREES F. AND IN A MOIST CONDITION FOR AT LEAST 7 DAYS.

PROVIDE CORNER BARS TO MATCH HORIZONTAL REINFORCING IN ALL FOOTINGS.

ALL EXTERIOR CONCRETE TO HAVE 5 - 6% ENTRAINED AIR BY VOLUME.

ALL EXPANSION BOLTS PLACED IN EXISTING CONCRETE ARE TO BE DIA. HILTI KWIK BOLT 3 WITH 5 EMBEDMENT UNO AND ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.

ALL DOWELS PLACED IN EXISTING CONCRETE ARE TO BE SET IN HILTI HIT HY-150 EPOXY. ALL EPOXY IS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS INCLUDING SPECIAL INSPECTION.

UNIT MASONRY ASSEMBLIES:

COMPRESSIVE STRENGTH OF MASONRY F'm = 1500 PSI @ 28 DAYS.

ALL MORTAR IN BEARING WALLS TO BE TYPE S

PROVIDE DOWELS FROM FOUNDATION TO MATCH VERTICAL REINFORCING. EMBED DOWELS 9 INTO FOUNDATION (UNO).

PROVIDE CONTINUOUS, SOLID GROUTED BOND BEAM WITH 2-#5 BAR AT ALL ROOF AND FLOOR BEARING ELEVATIONS AND AS SHOWN ON THE DRAWINGS.

ALL SPLICES IN REINFORCED MASONRY WALLS SHALL BE LAPPED AS FOLLOWS:VERTICAL REINFORCING: 48 BAR DIAMETERS OR AS INDICATED ON THE PLANS

MAINTAIN AN AIR TEMPERATURE ABOVE 40 DEGREES F. ON BOTH SIDES OF THE MASONRY FOR AT LEAST 48 HOURS AFTER THE MASONRY WORK IS COMPLETED.

ALL EXPANSION BOLTS PLACED IN EXISTING MASONRY ARE TO BE HILTI KWIK BOLTS AND ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS.

ALL DOWELS PLACED IN EXISTING MASONRY ARE TO BE SET IN HILTI HIT HY-20 EPOXY. ALL EPOXY IS TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS INCLUDING SPECIAL INSPECTION.

STRUCTURAL STEEL:

FABRICATION & ERECTION OF STRUCTURAL STEEL MEMBERS IS TO BE IN ACCORDANCE WITH THE A.I.S.C. CODE OF STANDARD PRACTICE.

DESIGN AND CERTIFICATION OF ALL CAP PLATES, BEARING PLATES, BASE PLATES, STIFFENERS, SPLICES AND ALL CONNECTIONS TO BE BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT.

ALL WELDING SHALL USE E70 ELECTRODES AND BE PERFORMED IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS).

PLATE CONNECTED WOOD TRUSSES:

DESIGN LOADS

TOP CHORD - LIVE LOAD 38.5 PSF + DRIFT, DEAD LOAD 7 PSF

BOTTOM CHORD - DEAD LOAD 10 PSF

TRUSS PLATES SHALL BE 20 GAUGE GALVANIZED STEEL AND SIZED FOR MEMBER FORCES

DESIGN AND CERTIFICATION OF TRUSSES SHALL BE BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT.

CONTRACTOR TO PROVIDE THE NECESSARY LATERAL BRACING OF WEB MEMBERS AS SHOWN ON SHOP DRAWINGS

TRUSS SUPPLIER TO DETERMINE DRIFT LOAD REQUIREMENTS AND LOCATIONS.

DIMENSION LUMBER:

CODE FOR ROUGH CARPENTRY IS THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS), EDITION IN EFFECT AT THE TIME OF PERMIT SUBMITTAL.

FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE FOUNDATION WITH A MINIMUM OR TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR ANCHOR STRAP LOCATED NOT MORE THAN 12 OR LESS THAN 4 FROM EACH END OF EACH PIECE PER IBC 2006.

SILL PLATE SHALL BE 2X6 MINIMUM. ANCHOR BOLT SHALL BE MINIMUM 0.5 DIAMETER (U.N.O.) CAST-IN-PLACE WITH 7 EMBED. ANCHOR BOLTS SHALL HAVE A 2 DIAMETER BY 0.125 THICK WASHER TIGHTENED AND COUTERSUNK 0.25 INTO THE TOP OF THE SILL PLATE.

ALL MEMBER SIZES GIVEN ON PLAN ARE NOMINAL DIMENSIONS.

WOOD JOISTS, BEAMS AND LINTELS SHALL BEAR ON THE FULL WIDTH OF SUPPORTING MEMBERS, UNLESS NOTED OTHERWISE.

ALL PLATES IN CONTACT WITH THE FOUNDATION SHALL BE PRESERVATIVE TREATED.

ALL ACQ OR COPPER AZOLE (CBA, CA) PRESERVATIVE TREATED LUMBER SHALL UTILIZE STAINLESS STEEL OR HOT-DIPPED GALVANIZED FASTENERS, CONNECTORS, ANCHOR BOLTS AND ACCESSORIES OR AN APPROVED EQUAL. VERIFY APPLICABLE FASTENERS CORROSION RESISTANCE WITH PRESSURE TREATED WOOD MANUFACTURER.

JOIST HANGERS SHALL BE GALVANIZED STEEL AND SIZED TO SUPPORT THE LOADING SHOWN ON DRAWINGS. THE JOIST HANGERS SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL IF SUPPORTING ACQ OR COPPER AZOLE (CBA, CA) PRESERVATIVE TREATED LUMBER.

STAGGER NAILING PATTERN IN ACCORDANCE WITH THE CURRENT NDS TO AVOID SPLITTING MEMBER.

MINIMUM FASTENER LENGTH SHALL BE AS FOLLOWS UNO: 0.092 DIAMETER = 1-7/8 LENGTH0.113 DIAMETER =

2-5/8 LENGTH0.131 DIAMETER =

3-1/4 LENGTH

WOOD SHEATHING:

EACH PANEL OF CONSTRUCTION SHEATHING SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE-TRADE MARK OF THE AMERICAN PLYWOOD ASSOCIATION

PROVIDE 1/8 SPACE AT EDGES AND ENDS OF EACH SHEET OR AS REQUIRED BY THE MANUFACTURER.

GRADE AND TYPE SHALL BE AS FOLLOWS:

ROOF SHEATHING: 40/20 APA RATED SHEATHING EXPOSURE I

EXTERIOR WALL: 32/16 APA RATED SHEATHING EXPOSURE I

ROOF SHEATHING TO BE ATTACHED WITH 0.113 DIAMETER NAILS AT 6 O.C. EDGE, 12 O.C. FIELD. PROVIDE 6 O.C. NAILING TO ALL MEMBERS IN LINE WITH SHEAR WALLS. EDGE FASTENERS SHOULD BE PLACE 3/8 FROM PANEL EDGES AND ENDS OR AS REQUIRED BY THE MANUFACTURER.

PROVIDE SOLID SHEATHING AT ALL SURFACES OF EXTERIOR WALLS. ATTACH WITH 0.113 DIAMETER NAILS AT 6 O.C. EDGE, 12 O.C. FIELD. PROVIDE EDGE NAILING AT ALL POSTS ATTACHED TO HOLDOWNS (AS OCCURS). SEE PLANS FOR LOCATIONS OF SPECIAL NAILING REQUIREMENTS.

SPLICE ALL SHEATHING ON A COMMON MEMBER SO AS TO PROPERLY TRANSFER SHEAR FORCES.

ALL SHEATHING NAILING TO BE COMMON WIRE OR GALVANIZED BOX NAILS.

BLOCK AND NAIL ALL EDGES OF SHEATHING AT ALL WALL CONDITIONS.

LAMINATED BEAMS (LAMINATED VENEER LUMBER):

LAMINATED BEAMS TO BE "LAMINATED VENEER" LUMBER.

ALL LAMINATED BEAMS USED IN MULTIPLES SHALL BE FASTENED TOGETHER WITH A MINIMUM OF 2 ROWS OF 0.131 DIAMETER NAILS AT 12" O.C. 14, 16 AND 18 BEAMS SHALL BE FASTENED TOGETHER WITH A MINIMUM OF 3 ROWS OF 0.131 DIAMETER NAILS AT 12 O.C.

16" & 18" DEEP BEAMS SHALL BE USED IN MULTIPLE MEMBER UNITS ONLY.

DESIGN STRESSES: E = 1.9 X 10^6 PSIFb= 2600 PSIFv= 285 PSIFc= 750 PSI

SHOP DRAWINGS:

SHOP DRAWINGS, DESIGN CRITERIA AND DESIGN CALCULATIONS (IF REQUIRED) SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.

SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS. ANY REVIEW OF THE SHOP DRAWINGS BY THIS OFFICE IS ONLY FOR GENERAL CONFORMANCE TO THE STRUCTURAL REQUIREMENTS AND IN NO WAY GUARANTEES THE ACCURACY OR COMPLETENESS OF THE INFORMATION THEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL THE CONSTRUCTION IS IN FULL COMPLIANCE WITH THE LATEST SET OF STRUCTURAL DRAWINGS.

PRIOR TO SUBMITTAL, THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN THE DRAWINGS AS EVIDENCE THAT HE HAS REVIEWED THEM.

A0.1

Window Schedule/Exterior Door Schedule/Interior Door Schedule/Room Finish Schedule

WINDOW SCHEDULE

NO. UNIT DESIGNATION UNIT R.O. (W x H) LTS NOTES A 3060-2 6-0X6-0 - 1 B 3040 3-0X4-0 - C 3060 3-0X6-0 - D 3620/3656-3 10-6X7-6 - 1 E 2646 2-6X4-6

WINDOW SCHEDULE NOTES:

1. MULTIPLE WINDOW UNITS SHALL BE FACTORY MULLED.

EXTERIOR DOOR SCHEDULE

NO. UNIT DESIGNATION NOM SIZE DESIGN HDW NOTES 100A ALUMINUM ENTRANCE 3-0X7-10 SEE SPEC 1 102A ALUMINUM ENTRANCE 3-0X7-10 SEE SPEC 1 117 ALUMINUM ENTRANCE 3-0X7-10 SEE SPEC 1 119 ALUMINUM ENTRANCE 3-0X7-10 SEE SPEC 1 200 DBL HOLLOW METAL 6-0X7-0 SEE SPEC 201 DBL HOLLOW METAL 6-0X7-0 SEE SPEC 122 ALUMINUM ENTRANCE 3-0X7-10 SEE SPEC 2

EXTERIOR DOOR SCHEDULE NOTES:

1. EXTERIOR ALUMINUM ENTRANCE DOOR WITH SIDELITE ASSEMBLY, SEE 3/A3.1

2. DOOR IS PART OF ADD ALTERNATE #2 GREENHOUSE

INTERIOR DOOR SCHEDULE

NO. UNIT DESIGNATION NOM SIZE DESIGN HDW NOTES 100B SINGLE WOOD 3-0X7-10 SEE SPEC 2 101A SINGLE WOOD 3-0X7-0 SEE SPEC 1 101B SINGLE WOOD 3-0X7-0 SEE SPEC 1 102B SINGLE WOOD 3-0X7-10 SEE SPEC 2 103 SINGLE WOOD 3-0X7-0 SEE SPEC 1 104 SINGLE WOOD 3-0X7-0 SEE SPEC 1 105 SINGLE WOOD 3-0X7-0 SEE SPEC 1 106 SINGLE WOOD 3-0X7-0 SEE SPEC 1 107 SINGLE WOOD 3-0X7-10 SEE SPEC 1 108 SINGLE WOOD 3-0X7-10 SEE SPEC 2 109 SINGLE WOOD 3-0X7-10 SEE SPEC 2 110 SINGLE WOOD 3-0X7-10 SEE SPEC 1 115 SINGLE WOOD 3-0X7-10 SEE SPEC 2 116 SINGLE WOOD 3-0X7-0 SEE SPEC 1 118A SINGLE WOOD 3-0X7-0 SEE SPEC 1 118B SINGLE WOOD 3-0X7-0 SEE SPEC 1 120 SINGLE WOOD 3-0X7-0 SEE SPEC 1 121 SINGLE WOOD 3-0X7-10 SEE SPEC 2

NOTES:

1. DOOR UNIT WITH HOLLOW METAL FRAME.

2. DOOR UNIT WITH HOLLOW METAL FRAME, SIDELITE AND GLAZING ASSEMBLY.

A2.0

Foundation Plan

WALL CONSTRUCTION TYPES

KEYED PLAN NOTES

SHEAR WALL SCHEDULE

FOOTING SCHEDULE

CMU PIER SCHEDULE

A2.1

Floor Plan

KEYED PLAN NOTES


A2.2

Roof Plan

KEYED PLAN NOTES

LINTEL SCHEDULE

A2.3

Enlarged PartialFloor Plans

KEYED PLAN NOTES

A2.4

Outbuilding FloorPlan, Roof Plan & Building Elevations

KEYED PLAN NOTES

WALL CONSTRUCTION TYPES KEYED ELEVATION NOTES

LINTEL SCHEDULE

A3.0

Building Elevations

KEYED ELEVATION NOTES

A3.1

Building Elevations

KEYED ELEVATION NOTES

A4.0

Building Sections

KEYED SECTION NOTES


A4.1

Building Sections

KEYED SECTION NOTES


A4.2

Wall Sections

KEYED SECTION NOTES


A5.0

Partial Interior Elevations

KEYED ELEV NOTES

A6.0

Reflected Ceiling Plan

KEYED PLAN NOTES

NOTE: JAMB & BEARINGSTUDS TO BE SAME WIDTHAS WALL CONSTRUCTION

SIMPSON H1 CLIP@ 2'-0"o.c.

WOOD SHEATHING

SEE ARCHITECTURALFOR OVERHANG &SOFFIT DETAIL

NOTE:SPACING OF C.J. NOT TOEXCEED (3) TIMES THE SLABTHICKNESS IN FT. U.N.O. ON PLAN

NOTE:CONSTRUCTIONJOINT TO BE USED @END OF EACH POUR

REQ'D. LAP LENGTH= 48 BAR DIA.

SAW CUT OR TOOLED JOINT,FILL JOINT w/ JOINT FILLER(SAW CUT WITHIN 24 HRS)

CONC. SLAB, SEE PLAN

CONC. SLAB, SEE PLAN

3/4" dia. x 1'-4" SMOOTHDOWELS @ 16"o.c.GREASE ONE END

(2) #4 CONTINUOUS

TOOLED JOINT,FILL w/ SEALANT

SEE PLAN FORREINFORCING

8", 16" OR 24" FORMASONRY WALLSOR 2'-0" MAX. FORCONCRETE WALLS

S =

CONT. REBAR,SEE PLAN FORSIZE & SPACING

NOTE:1. CONTRACTORS OPTION TO PLACE

REBAR AFTER MASONRY UNITS ARELAID IF VERTICAL REBARPOSITIONER'S ARE USED.

2. REFER TO STRUCTURAL NOTES FORGROUT MIX AND OTHERINFORMATION.

3. ALL REBAR TO BE SECURED AGAINSTMOVEMENT PRIOR TO GROUTING.

FOOTING, SEE PLAN

REINF. IF REQ'D.-SEE FNDN. PLAN

STOP GROUTPOUR FROM TOPOF BLOCK TOCREATE KEY w/THE NEXT POUR

3"

CO

VER

T.O.C.SEE PLAN

T.O.F.

SEE PLAN

DOWEL TO MATCH VERT. REINF. EMBED 9" INTO FOOTING

12" x 16" A.B. @ 4'-0"

O.C. STUD WALL

6" CMU STARTER COURSE W/ SOLID GROUT

2x6 TREATED MUDSILL

CONC SLAB, SEE PLAN

CMU FNDN. WALL,SEE PLAN

GRADE

WOOD SHEATHING

6"

MIN

.

TYP. CONC. FTG.

VERT. REINF.

RIGID INSULATION, SEE ARCH.

TYP. BOND BEAM

8"

5" CONC. SLAB w/ #4 @ 12"o.c. EA. WAY

#4 DWL. @ 24"o.c. TYP.THUS: 2'-0"

8"BOND BM. w/ (2) #5 CONT.

CMU WALL

TYP. WALL FTG.SEE PLAN

1'-8"x1'-0" DEEP CONC. FTG. w/ (2) #5 CONT.

4" VOID FORM

1'-

0"

SLOPE 1/8" PER FOOTAWAY FROM BLDG.

SEE PLAN

SIDEWALK AS OCCURS

5'-

0"

MIN

.

GIRDER TRUSS, SEE PLAN

U-SHAPED SADDLE w/ 34" BOTT. PLATE & 3

8" SIDE PLATE w/ (2) 12" THRU-BOLTS

3/8" GUSSET PLATE EA.SIDE OF COLUMN

HSS 4x4x316 w/ BASE PL 3

4x10x0'-10" & (4) 34" ANCHOR BOLTS. PROVIDE 1" NON-SHRINK GROUT BETWEEN PLATE & FTG.

NOTE: SADDLE SIZES & CONFIGURATION TO BE DETERMINED AFTER COMPLETION OF THE TRUSS ENGINEERING

2x BLOCKING

ROOF TRUSSES

GYPSUM BOARD

STUD WALL w/EXTERIOR WOODSHEATHING

DOUBLE TOP PLATE

INFILL STUDS @ TYP.SPACING MAX.

HEADER,SEE PLAN

TRIMMER, SEESCHEDULE

KING, SEESCHEDULE

S1.0

Structural Details

24x48

24x48

4'-6"

18x48

18x48

F R

13

2

467

2

8

9

11

1213

14

16

17

18 19

21

222324

26

2728

29

29FS3.01

FS3.02

FS3.03 FS3.0

4

STAINLESS MECHCHASE BY FSEC

EQUIPMENT SCHEDULE

ITEMQTY. EQUIPMENT

DESCRIPTIONNEW EXT. FUT.1 1 UNDERCOUNTER REFRIGERATOR

2 2 ROLL-UP DOOR (NIC)

3 1 PASS-THRU SERVING COUNTER

4 1 ONE DOOR REACH-IN REFRIGERATOR

5 OPEN NUMBER

6 1 ONE DOOR REACH-IN FREEZER

7 1 PASS-THRU SERVING COUNTER

8 1 CUP/GLASS RACK DOLLY

9 1 HAND SINK

10 OPEN NUMBER

11 1 UNDERCOUNTER DISHWASHER

12 1 SLANT RACK SHELF

13 1 DISPOSER W/ CONTROLS

14 1 WAREWASH SPRAY RINSE

15 OPEN NUMBER

16 1 FOUR COMPARTMENT SINK

17 1 WALL SHELF

18 1 STORAGE SHELVING

19 1 PREP TABLE

20 OPEN NUMBER

21 1 WALL SHELF

22 1 MICROWAVE SHELF

23 1 MICROWAVE

24 1 HOT HOLDING CABINET

25 OPEN NUMBER

26 1 VENTLESS RANGE/OVEN W/ FIRE SYSTEM

27 1 MOBILE WORK TABLE

28 1 MOBILE WORK TABLE

29 3 DRY STORAGE SHELVING

FS1.01 FOODSERVICE EQUIPMENT PLAN

SCALE 14" = 1'-0"

FOODSERVICE DRAWING SHEET INDEX:FS1.0 FOODSERVICE EQUIPMENT PLAN, NOTES & SCHEDULEFS2.0 FOODSERVICE EQUIPMENT SPECIAL CONDITIONS PLAN & DETAILSFS3.0 FOODSERVICE EQUIPMENT ELEVATIONSFS4.0 FOODSERVICE EQUIPMENT CONSTRUCTION DETAILSFS4.1 FOODSERVICE EQUIPMENT CONSTRUCTION DETAILSFS5.0 FOODSERVICE EQUIPMENT PLUMBING AND HVAC ROUGH-IN PLAN, NOTES & DETAILSFS6.0 NOT USEDFS7.0 FOODSERVICE EQUIPMENT ELECTRICAL ROUGH-IN PLAN, NOTES & DETAILS

GENERAL FOODSERVICE DOCUMENT NOTES1) THE USE OF CULINEX DRAWINGS, ELECTRONIC MEDIA, SPECIFICATIONS AND OTHER DOCUMENTS:

A) THE DRAWINGS, SPECIFICATIONS, ALL ELECTRONIC MEDIA, AND OTHER DOCUMENTS PREPARED BY CULINEX FOR THIS PROJECT, SHALL BE DEEMED CULINEX AND THEY SHALL RETAIN ALLCOMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. THE OWNER/ARCHITECT SHALL BE PERMITTED TO RETAIN COPIES, INCLUDING REPRODUCIBLE COPIESOF THE CULINEX DRAWINGS, SPECIFICATIONS, ELECTRONIC MEDIA, AND OTHER DOCUMENTS FOR INFORMATION ON THIS PROJECT ONLY. THE DRAWINGS, SPECIFICATIONS, ELECTRONICMEDIA OR OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER/ARCHITECT FOR OTHER PROJECTS.

B) THE OWNER/ARCHITECT ACKNOWLEDGES THAT CULINEX SHALL HAVE NO LIABILITY FOR ANY USE OF CULINEX DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS BY ANY OTHER PARTYOTHER THAN CULINEX.

C) CULINEX TAKES NO RESPONSIBILITY FOR ELECTRONIC MEDIA'S COMPATIBILITY WITH SOFTWARE OR HARDWARE USED BY THE RECIPIENT. WHEREAS THE TRANSMITTED INFORMATION ISSUBJECT TO CHANGE, THE RECIPIENT MUST ACCEPT RESPONSIBILITY FOR OBTAINING ANY UPDATES. IT IS THE RECIPIENT'S RESPONSIBILITY TO SCREEN THE DATA FOR VIRUSCONTAMINATION PRIOR TO ITS USE.

D) ALL INFORMATION REMAINS PROPERTY OF CULINEX AND MAY NOT BE COPIED OR USED WITHOUT EXPRESSED WRITTEN PERMISSION BY AN OFFICER OF CULINEX.2) THE DRAWINGS PROVIDED INDICATE THE GENERAL ARRANGEMENT AND LOCATION OF FOODSERVICE EQUIPMENT AND ARE REASONABLY EXACT BASED UPON INFORMATION PROVIDED BY THE

ARCHITECT AND OTHERS AT THE TIME THE DOCUMENTS WERE PRODUCED. THEREFORE ACCURACY IS NOT GUARANTEED. THE DRAWINGS ARE FOR ASSISTANCE AND GUIDANCE. EXACTLOCATIONS AND LEVELS ARE TO BE GOVERNED BY THE BUILDING CONSTRUCTION DOCUMENTS. SHOULD IT BECOME NECESSARY TO DEVIATE FROM THIS ARRANGEMENT, SUCH DEVIATIONSHALL BE MADE WITHOUT EXPENSE TO THE OWNER, ARCHITECT AND OR FOODSERVICE DESIGNER.

3) ALL WORK, MATERIALS AND EQUIPMENT SHALL BE IN FULL ACCORDANCE WITH CURRENT CODES AND REGULATIONS OF LOCAL JURISDICTION AUTHORITIES, PUBLIC HEALTH, NATIONAL BOARDOF FIRE UNDERWRITERS AS WELL AS ANY LOCAL OR STATE ORDINANCES.

4) IT SHALL BE THE RESPONSIBILITY OF THE FOODSERVICE EQUIPMENT CONTRACTOR TO OBTAIN A FULL SET OF CONSTRUCTION DOCUMENTS TO BE USED FOR REVIEW AND COORDINATION WITHOTHER TRADES. IT SHALL BE THE RESPONSIBILITY OF THE PROJECT ARCHITECT AND/OR THE GENERAL CONTRACTOR/CONSTRUCTION MANAGER TO PROVIDE THE FOODSERVICE EQUIPMENTCONTRACTOR WITH CURRENT INFORMATION ON PROJECT SCHEDULE, SUPPLEMENT INSTRUCTIONS, PROPOSAL REQUESTS AND CHANGE ORDERS.A) FOODSERVICE EQUIPMENT CONTRACTOR SHALL ATTEND CONSTRUCTION MEETINGS AS REQUIRED TO ENSURE PROPER MANAGEMENT OF THEIR SECTION.B) FOODSERVICE EQUIPMENT CONTRACTOR SHALL PROVIDE THE GENERAL CONTRACTOR AND/OR CONSTRUCTION MANAGER, ARCHITECT, AND FOODSERVICE CONSULTANT WITH MONTHLY

REPORT OUTLINING THE PROJECT PROGRESS TO INCLUDE ALL ORDER DATES, WHEN SHOP DRAWINGS ARE RELEASED, SHIPPING AND INSTALLATION DATES.5) LAST DATE REVISION VOIDS AND SUPERSEDES ANY PREVIOUS DOCUMENTS WITH THE SAME DRAWING SHEET NUMBER. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION MANAGER TO

RECOVER AND DISPOSE OF ALL PREVIOUS ISSUED DOCUMENTS.6) ALL TRADES SHALL VERIFY ALL DIMENSIONS, REQUIREMENTS, AND CONDITIONS BEFORE ANY WORK BEGINS AND NOTE ANY DISCREPANCIES IN WRITING TO THE CONSTRUCTION MANAGER

PRIOR TO PROCEEDING.7) ALL TRADES SHALL COORDINATE ALL WORK TO ALLOW ACCESSIBILITY AND USABILITY BY OTHERS.8) ALL TRADES SHALL PROVIDE PREFABRICATED ROOF CURBS FOR EQUIPMENT PLACED ON THE BUILDING ROOF. CURB SHALL BE PROVIDED AND INSTALLED BY EACH TRADE. ROOF WORK SHALL

BE PROVIDED BY ROOFING CONTRACTOR9) RACKS REQUIRED TO SUPPORT EQUIPMENT PROVIDED UNDER THIS PROJECT SHALL BE PROVIDED AND INSTALLED BY TRADE.10) EACH TRADE SHALL PROVIDE OPENINGS AND/OR SLEEVES AND FIRE SEALANT REQUIRED TO COMPLETE INSTALLATION OF EQUIPMENT. FOODSERVICE EQUIPMENT CONTRACTOR SHALL

COORDINATE OPENINGS WITH BUILDING CONTRACTOR.11) ALL EQUIPMENT SHALL BE PROVIDED AND INSTALLED, UNLESS NOTED OTHERWISE, BY THE FOODSERVICE EQUIPMENT CONTRACTOR. ALL HVAC, PLUMBING, AND ELECTRICAL ROUGH-INS AND

FINAL CONNECTIONS SHALL BE PROVIDED BY TRADE.12) MILLWORK CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF FOODSERVICE EQUIPMENT THAT IS RELATED TO THE FIXTURES UNDER CONTRACT.13) BUILDING CONTRACTOR SHALL PROVIDE AND COORDINATE THE FOLLOWING:

A) OPENINGS OR RECESSED FLOORS AND WALLS FOR INSTALLATION OF TROUGH, WALK-IN COOLER AND OR FREEZER, CONTROL PANELS, ETC; REFER TO PLANS FOR LOCATIONS, SIZES ANDDETAILS FOR REQUIRED OPENINGS.

B) OPENINGS THRU FINISHED CEILINGS, IF REQUIRED, AND THRU ROOF TO SERVICE FOODSERVICE EQUIPMENT TO ROOF TOP EQUIPMENT SHALL BE FURNISHED BY BUILDING CONTRACTOR.THIS WORK SHALL INCLUDE STRUCTURAL SUPPORTS AS REQUIRED TO SUPPORT EQUIPMENT. FOODSERVICE IS TO VERIFY AND COORDINATE UNIT SIZE, WEIGHT, AND LOCATION WITH ALLTRADES.

C) FOODSERVICE EQUIPMENT CONTRACTOR SHALL PROVIDE REMOVABLE ENCLOSURE PANELS FROM THE TOP OF WALK-IN COOLER AND FREEZER, AND EXHAUST HOODS TO FINISHEDCEILING. (UNLESS OTHERWISE NOTED).

D) TRADE IS TO PROVIDE TRANSIT LEVELED FINISHED FLOOR FOR WALK-IN COOLER AND FREEZER INSTALLATION. SEE PLANS FOR INSTALLATION DETAIL.14) BUILDING CONTRACTOR SHALL PROVIDE AND INSTALL WALL BACKING OR STEEL BACKING IN ALL WALLS AS OUTLINED IN THE SPECIAL CONDITIONS PLAN.15) BUILDING CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORT TO HANG HOODS, BAR SOFFITS AND OTHER CEILING SUPPORTED EQUIPMENT.16) BUILDING CONTRACTOR SHALL PROVIDE AND INSTALL PVC OR EMT SLEEVE CHASE FOR REMOTE REFRIGERATION LINES, AND BEVERAGE LINES AS INDICATED ON PLANS. PROVIDE ALL

STRUCTURAL PENETRATIONS AS NEEDED TO COMPLETE INSTALLATION. SEAL ALL STRUCTURAL PENETRATIONS AFTER INSTALLATION AS REQUIRED BY CODE.

04-29-14

KD

ARCHITECTS

807 FOURTH STREET

STILLWATER, MINNESOTA

55082

Telephone:

651-430-0056

[email protected]

Consultants

Revisions

Date:

Project No:

Drawn By:

Sheet Title:

Sheet Number:

No. Date Description

C 2014 LARSON ARCHITECTSPlotted:

2014-14

24x48

24x48

4'-6"

18x48

18x48

F R

WALL BACKINGAS PER A/CD-900

WALL BACKINGAS PER E/CD-900

WALL BACKING ASPER B & C/CD-900



WALL BACKING ASPER B & C/CD-900


FS2.01 FOODSERVICE EQUIPMENT SPECIAL CONDITIONS PLAN

SCALE 14" = 1'-0"

CD-900FS2.0

WALL BACKINGNONE

LENGTH ASREQUIRED

PLYWOOD WALLBACKING BETWEENSTUDS BY G.C. FORSOAP & TOWELDISPENSER

2" X 12" WALLBACKING BY G.C.

A) HAND SINK

C) WALL-MOUNTED CROSSBRACE

D) WALL SHELVING / WALL CABINET

2'-1

0"

E) WALL SHELVING

B) BACKSPLASH

2" X 6" BLOCKING BY G.C. ALIGNTOP WITH BACKSPLASH

2" X 6" BLOCKING BY G.C.

PIN FRONT LEGTO FLOOR PERELEVATION

10"

LENGTH AS REQUIRED

LENGTH AS REQUIRED

48"

42" A

FF

42" A

FF18

" (vf

y)

PLYWOOD WALL BACKINGBETWEEN STUDS BY G.C. PLYWOOD WALL BACKING

BETWEEN STUDS BY G.C.

SHADED AREA USEDFOR STAINLESSSTEEL SUPPORTBRACKET PER CD-34

STAINLESS STEELFLANGED FOOTSECURED TO WALL

STAINLESS STEEL "Z" CLIPSECURE TO BLOCKING WITHSTAINLESS STEEL SCREWS

SPECIAL CONDITIONS LEGEND

STAINLESS STEEL SINGLE CORNER GUARD

DOUBLE STAINLESS STEEL CORNER GUARD

BACKING

DENOTES DEPRESSED FLOOR AREA

DENOTES RAISED CURB AREA

DENOTES NO SERVICES IN THE AREA BELOW EQUIPMENT

DENOTES 4" REFRIGERATION SLEEVE

DENOTES ELECTRICAL POWER BOLLARD SUPPORT

ARCHITECTS

807 FOURTH STREET


55082

Telephone:

651-430-0056

[email protected]

Consultants

Revisions

Date:

Project No:

Drawn By:

Sheet Title:

Sheet Number:



04-29-14

KD

2014-14

8'-0

"

8'-0

"8'

-0"

8'-0

"

FS3.01 ELEVATION

SCALE 12" = 1'-0" FS3.02 ELEVATION

SCALE 12" = 1'-0"

FS3.04 ELEVATION

SCALE 12" = 1'-0"FS3.03 ELEVATION

SCALE 12" = 1'-0"

3'-0

"

6"

8"

3'-0

"8"

2'-1

0"8"

1'-9

"

1'-9

"

3'-0

"6"

10"

1'-6

"

3'-0

"6"

1'-6

"

2 246

3 17

8

12

9

13

13

14

17

16

16

11

18

19

21

19

21

23

2224

26

TABLE EDGEPER A/CD-1

BACKSPLASHPER A/CD-2

SR TO SERVEITEM #1

ROLL-UP DOOR BY OTHERS.FSEC TO COORDINATE W/EQUIPMENT.

ROLL-UP DOOR BY OTHERS.FSEC TO COORDINATE W/EQUIPMENT.

120/1 20.0ACONV. DR



120/1 20.0ACONV. DR

SR TO SERVEITEM #6

SR TO SERVEITEM #4

6" ST. STL.LEGS

6" ST. STL.LEGS

TIER OF 3 TYPE BDRAWER PER CD-86

ST. STL. BASECABINET ASPER CD-88

ST. STL. HINGEDSOLID DOOR ASPER CD-100

ST. STL. SHELF

ST. STL. ADJUSTABLESHELF

ST. STL. BASE CABINETAS PER CD-88

TABLE EDGEPER B/CD-1

BACKSPLASHPER A/CD-2GENERAL PURPOSEWALL SHELF AS

PER CD-110

RACK SHELFAS PER CD-114

(3)18" x 26-1/2" x 14" DEEPPOT & PAN SINKS PER CD-14& (1) 18" x 26-1/2" x 8" DEEPSINK BOWL W/ REMOVABLERACK SLIDE PER CD-30

ST. STL. LEGS W/CROSS-BRACINGPER CD-40

FDFDFDFD



TABLE EDGEPER B/CD-1


ST. STL.REMOVABLEUNDER SHELF


GENERAL PURPOSEWALL SHELF ASPER CD-110

120/1 20.0ACONV. DR

FDFD



STAINLESS STEELMECHANICAL CHASE W/ACCESS PANEL BY FSEC

GENERAL PURPOSEWALL SHELF ASPER CD-110

(2)18" x 22" x 10" PREPSINKS PER CD-12


120/1 20.0ACONV. DR

SPECIALOUTLET TOSERVE ITEM #24

SR TO SERVEITEM #24

SPECIALOUTLET TOSERVE ITEM #26

REAR BRACING

ST. STL. SUPPORTBRACKET PER CD-42

2'-1

0"8"

1'-8"

6"

ARCHITECTS

807 FOURTH STREET


55082

Telephone:

651-430-0056

[email protected]

Consultants

Revisions

Date:

Project No:

Drawn By:

Sheet Title:

Sheet Number:



04-29-14

KD

2014-14

FS4.0TABLE EDGES

NONE

2"

1/2"3/4"

1/4"

1/2"3/4"

2"1

3/4"

1/2"

5/8"

3/4"

3/4"

1 1/2"

3"

5/8"

1 3/

4"

???

B - ROLLED EDGE

E - STRAIGHT TURN DOWN EDGE

A - TURNED DOWN EDGE

C - MARINE EDGE D - RAISED EDGE

CD-1FS4.0

BACKSPLASHESNONE

SILICONE SEALANTCONTINUOUSLY ALLAROUND

WELD ENDSFULLY CLOSED

AS

SP

EC

IFIE

D

AS

SP

EC

IFIE

D???

2"

???

1"

2"

4" MIN

???

AS

SP

EC

IFIE

D

FRAMEWORK

A - AT WALL B - FREE STANDING

C - COMMON

BACKSPLASH TO ACCOMDATELOOP VENT - COORDINATEWITH PLUMBINGCONTRACTOR

FULLY WELD, GRIND ANDPOLISH BACKSPLASH

FASTEN 4" LONG 14GAUGE STAINLESSSTEEL CLIP TO WALLAT END AND 4'-0" O.C.WITH TWO 14" X 20STAINLESS STEELTOGGLE BOLTS OREXPANSION SHIELDS

14 GAUGE STAINLESSSTEEL THROUGHOUT

14 GAUGESTAINLESS STEELTHROUGHOUT

14 GAUGESTAINLESS STEELTHROUGHOUT

14 GAUGE STAINLESSSTEEL PANELSECURE TO CLIPSWITH STAINLESSSTEEL BOLT WELDNUT TO CLIP

WELD ENDSFULLY CLOSED

WELD 1" X 1" X 112" 14GAUGE STAINLESSSTEEL RETAININGCLIP AT EACH END OFUNIT AND 1'-0" O.C.

WELD 212" X 112" X 112"14 GAUGE STAINLESSSTEEL CLIP TOSPLASH, ONE ATEACH END OF UNITAND 1'-0" O.C.

CD-2FS4.0

VEGETABLE PREP SINKNONE

8"

2"

11 4"

4"

VA

RIE

S

30"

GENERAL NOTES FOR SINKS:1. 14 GAUGE STAINLESS STEEL CONSTRUCTION2. FULLY WELD SINK TO TOP WITHOUT OVERLAPPING JOINTS3. ALL WELDED COVE CORNER CONSTRUCTION WITH VERTICAL AND HORIZONTAL CORNERS WITH A 3 4" COVE4. SEAT WASTES IN DIE-STAMPED DEPRESSION5. PITCH SINK TO WASTE OPENINGS6. WASTES FURNISHED AND INSTALLED BY FSEC7. FAUCETS FURNISHED LOOSE BY FSEC AND INSTALLED BY PLUMBING CONTRACTOR8. PROVIDE 14 GAUGE STAINLESS STEEL GUSSET PLATES ON VEGETABLE PREP SINK.9. CONSTRUCT MULTIPLE COMPARTMENT SINKS FROM LARGE SINK, WELD IN DOUBLE WALL PARTITIONS.

BETWEEN PARTITIONS TO FORM FULLY COVED SINKS. FLUSH FRONT WITH NO INDENTATIONS. BANDINGACCEPTABLE ONLY WHEN SPECIFIED.

TYPE 2 FAUCET. SEESPECIFICATIONS SECTION114000 2.7 FURNISHED BYFSEC AND INSTALLED BYPLUMBING CONTRACTOR.

TYPE "C" EDGEPER DETAIL CD-1

16 GAUGE STAINLESSSTEEL WASTE HANDLESUPPORT BRACKET (TYP)

TYPE 2 DRAIN. SEESPECIFICATIONSSECTION 114000 2.7.

TYPE "A"BACKSPLASHPER DETAIL CD-2

CD-12FS4.0

POT & PAN SINKNONE

TYPE 3 FAUCET. SEESPECIFICATIONS SECTION114000 2.7. FURNISHED BYFSEC AND INSTALLED BYPLUMBING CONTRACTOR.

TYPE "A"BACKSLASH ASPER DETAIL CD-2

2" X 6" BLOCKINGBY BUILDINGCONTRACTOR

TABLE HEIGHT GUIDE:A. 36" AFF FOR FREE STANDING UNITB. 34" AFF WHEN INTEGRATED WITH DISHTABLE

GENERAL NOTES FOR SINKS:1. 14 GAUGE STAINLESS STEEL CONSTRUCTION2. FULLY WELD SINK TO TOP WITHOUT OVERLAPPING JOINTS3. ALL WELDED COVE CORNER CONSTRUCTION WITH VERTICAL AND HORIZONTAL CORNERS WITH A 3 4" COVE4. SEAT WASTES IN DIE-STAMPED DEPRESSION5. PITCH SINK TO WASTE OPENINGS6. WASTES FURNISHED AND INSTALLED BY FSEC7. FAUCETS FURNISHED LOOSE BY FSEC AND INSTALLED BY PLUMBING CONTRACTOR8. PROVIDE 14 GAUGE STAINLESS STEEL GUSSET PLATES ON VEGETABLE PREP SINK.9. CONSTRUCT MULTIPLE COMPARTMENT SINKS FROM LARGE SINK, WELD IN DOUBLE WALL PARTITIONS.

BETWEEN PARTITIONS TO FORM FULLY COVED SINKS. FLUSH FRONT WITH NO INDENTATIONS. BANDINGACCEPTABLE ONLY WHEN SPECIFIED.

30" O.A. MAX.

2612"2"112"

4"

13"

14"

A O

R B

TYPE "B" EDGEPER DETAIL CD-1

TOP OF LIP TO BEAT 3'-1" AFF

16 GAUGE STAINLESSSTEEL WASTE HANDLESUPPORT BRACKET (TYP)

TYPE 1 DRAIN WITHOVERFLOW. SEESPECIFICATIONSSECTION 114000 2.7.

CD-14

FS4.0PRE-RINSE W/

NONERACK SLIDE

A

A

22"

20 1/2" NOTE 613"

3 1/

2"

SECTION A-A

5" 1"

GENERAL NOTES PRETAINING TO PRE-RINSE SINK:1. 14 GAUGE STAINLESS STEEL CONSTRUCTION2. FULLY WELD SINK TO TOP WITHOUT OVER LAPPING JOINTS3. ALL WELDED COVED CORNER CONSTRUCTION:

4. PITCH SINK TO DISPOSER AND OR WASTE OPENING5. WELD IN DISPOSER COLLAR - FULLY GRIND AND POLISH6. ALIGN RACK GUIDE WITH DISHWASHER OPENING

RACK SLIDE TO EXTEND FROMINSIDE SPLASH TO INSIDE OFROLLED EDGE

WELD IN DISPOSERCOLLAR

7"

16 GAUGE STAINLESSSTEEL FRAME - FULLYWELD, GRIND AND POLISH

14" X 1" X 212" STAINLESS

STEEL BAR STOCK TABS -WELD TO FRONT AND BACKOF SINK BOWL TO POSITIONRACK SLIDE FLUSH WITHBOTH SIDES OF DRAIN BOARD

34" RADIUS VERTICAL AND HORIZONTAL CORNERS

TYPE 4 FAUCET. UNLESSOTHERWISE NOTED SEESPECIFICATIONS SECTION114000 2.7. FURNISHED BYFSEC AND INSTALLED BYPLUMBING CONTRACTOR.

CD-30FS4.0

TABLE & SINK LEGSNONE

15 8" O.D. 16 GAUGESTAINLESS STEELLEG

FULLY WELD ANDPOLISH JOINT

STANDARD-KEIL#1010-0802-1144 ADJUSTABLESTAINLESS STEEL BULLETFEET - ALLOW 3 4"ADJUSTMENT

EXTEND REAR LEGTO FLOOR WHENSHOWN AND OMITBRACING TO WALL

15 8" O.D. 16 GAUGESTAINLESS STEELCROSSBRACKING

STANDARD-KEIL#1012-1001-1144 FLANGEDFOOT WITH HOLES

2" X 6" BLOCKING BYGENERAL CONTRACTOR

15 8" O.D. 16 GAUGESTAINLESS STEEL LEG

STANDARD-KEIL STAINLESSSTEEL GUSSET #1018-0206-1283W/ LOCKING SET SCREW

FULLY WELD GUSSETTO FRAMEWORK

STAINLESS STEELTABLE TOP

10"

CD-40FS4.0

STAINLESS STEEL SUPPORT BRACKETNONE

1"

2/3 OF

"X"

"X" A

S R

EQ

UIR

ED

4"

ROUND OFF EDGES FULLY WELD, GRIND &POLISH AT CORNERS

4" X 4" 14 GAUGE STAINLESSSTEEL GUSSET WELDEDTO CHANNEL

12 GAUGE STAINLESSSTEEL CHANNEL

14" HOLES FOR MOUNTING

FASTENERS

ROUND OFF EDGES

"X" = 24"(ON A 30" DEEP COUNTER TOP)2/3 OF 24" = 16"

CD-42

ARCHITECTS

807 FOURTH STREET


55082

Telephone:

651-430-0056

[email protected]

Consultants

Revisions

Date:

Project No:

Drawn By:

Sheet Title:

Sheet Number:



04-29-14

KD

2014-14

FS4.1DRAWER

NONEINTEGRAL PULL

3/4"

7 1/

2"

1"

1"

3/4"

1 1/4"

3"

1"

3/4"

45 DEGREES

VARIES

X

DRAWER SIZES:

TYPE PAN SIZES DIM. XA. 12" x 20" x 4" 17"B. 15" X 20" X 5" 20"C. 20" X 20" X 5" 25"

16 GAUGE STAINLESS STEEL INTERIOR

URETHANE SOUND DAMPENING INSULATION

18 GAUGE STAINLESS STEEL FRONT

118 GAUGE STAINLESS STEEL DRAWERENCLOSED WHEN INSTALLED UNDERCOUNTER TOP OF OPEN BASE TABLE ORSTACKED AT ENCLOSED BASE CABINET

16 GAUGE STAINLESS STEEL FRAMETO ACCOMMODATE DRAWER PAN

NO EXPOSED FASTENERS

PROVIDE:

1. COMPONENT HARDWARE #SF2 SERIES DRAWER GLIDES WITH METAL ROLLER.2. MOUNT TO SELF CLOSE.3. BUMPERS ON REAR OF DRAWER FRONT.4. REMOVABLE STAINLESS STEEL DRAWER PAN.

CD-86FS4.1

CABINET BASENONE

2 1/

2"

3'-0

"

1 1/2"

6"E

QU

AL

EQ

UA

L

VARIES

CABINET INTERIOR NOTTO EXCEED 28"

HOLD BOTTOMSHELF BACK WHEREDOOR IS SPECIFIED

STAINLESSSTEEL

* PROVIDE ACCESS PANEL AS REQUIRED

14 GAUGE STAINLESS STEELCHANNEL 30" ON CENTER

18 GAUGE STAINLESSSTEEL CABINET BACK

STAINLESS STEELBACKSPLASH PERSPECIFICATION 2.10

14 GAUGE STAINLESSSTEEL TOP, SECURETO FRAMEWORK WITHSTUDS & ZINC PLATEDHEX NUT & LOCKWASHER

FRAMEWORK PERSPECIFICATIONS 2.10

STANDARD-KEIL#2722 SERIESSTAINLESS STEELSHELF STANDARDS &TYPE "A" STAINLESSSTEEL SUPPORTS

18 GAUGE STAINLESSSTEEL CABINET BODY

16 GAUGE STAINLESSSTEEL ADJUSTABLESHELF, TURN-UPREAR EDGE & SLIDES112" W/ 3 4" COVE;GRIND & POLISH

16 GAUGE STAINLESSSTEEL BOTTOMSHELF, TURN-UPREAR EDGE & SLIDES11 2" W/ 3 4" COVE;GRIND & POLISH

VA

RIE

S

STAINLESS STEELCD-88

FS4.1SERVING AT PASS-THRU

NONE

2'-1

0"

*2'-6"

ROLL-UP DOOR AND TRACK-VERIFY WITH ARCHITECTSDETAILS

PER ARCHITECTURALDETAILS

STAINLESSSTEEL SPLASHPANEL BY FSEC


HAT CHANNELBY FSECTABLE EDGE

PER A/CD-1

2" BLOCKINGBY OTHERS

30" DEEP W/ CABINET BASECD-96

FS4.1HINGED SOLID DOOR

NONE

A

A

STAINLESS STEEL ANGLETO FASTEN CATCH

COMPONENT HARDWARE #M30-5920DOUBLE MAGNET CATCH

STRIKE PLATE TO BE WELDEDTO REAR OF DOOR

15 GAUGE STAINLESS STEEL DOOR

POLYSTYRENE INSTALLATION

SECTION A-A

???????????????????

CORNERS

COMPONENT HARDWARE#M75-1002 PIN HINGE

COMPONENT HARWARE#P30-4780 CYLINDERUTILITY LOCK, WHENSPECIFIED

DOOR ELEVATION

3"

3/4" 1"

1"

CD-100

FS4.1WALL SHELVES

NONE

RETURN SIDES & SPOT WELD TOPROVIDE RE- REINFORCEMENTFOR WALL ANCHORS

CUT-OUT FOR ELECTRICALOUTLET WHERE REQUIRED

ROUND CORNERS

EDGE PER "A"

16 GAUGE STAINLESSSTEEL SHELF

15" ABOVECOUNTERTOP

MICROWAVE SHELF

FULLY WELD, GRIND ANDPOLISH TO FORM COVEWHERE TWO EDGES TURN UP

TURN UP AND CRIMPBACK AT WALLS

EDGE PER "A"

18" ABOVECOUNTERTOP

14 GAUGE STAINLESSSTEEL BRACKET 5'-0" MAXBETWEEN BRACKETS,SECURE TO SHELF W/STAINLESS STEEL STUDAND CAP NUT, SECUREBRACKET TO WALL W/STAINLESS STEELFASTENERS

AS REQUIRED

10"

AS RE

QUIRE

D

GENERAL PURPOSE SHELF

AS SPECIFIED

12" OR

AS

SPEC

IFIED

2"

CD-110FS4.1

RACK SHELFNONE

30" MIN.

21"13"

AS REQUIRED

1"

TURN UP ENDS TOMEET FRONT EDGE 14 GAUGE STAINLESS

STEEL RACK SHELF

14 GAUGE STAINLESS STEELBRACKET, SECURE TO SHELFW/ STAINLESS STEEL STUDS,LOCK WASHER & CAP NUTS,SECURE TO WALL W/STAINLESS STEEL FASTENERS

ROLLED EDGE

40

50

2"

15"

DISHTABLE

DRAIN 12" FERRULEDHOLE AT ENDS

CD-114

ARCHITECTS

807 FOURTH STREET


55082

Telephone:

651-430-0056

[email protected]

Consultants

Revisions

Date:

Project No:

Drawn By:

Sheet Title:

Sheet Number:



04-29-14

KD

2014-14

24x48

24x48

4'-6"

18x48

18x48

F R

P9

P13P14

P16

P16

P16 FD1

P16A

P16B

P11

P11AP11B

P19AP19

P19FD1

M26

WATER SERVICE DFATHRU STAINLESS STEELCHASE / VENTING FORSINK TO BE CONCEALED INSTAINLESS STEEL CHASE

9"9"

6"11

"1'

-7"

1'-7

"1'

-7"

9"10

"2'

-8"

2'-0"

2'-9

"10

"10"

2'-0"

FS5.01 FOODSERVICE EQUIPMENT PLUMBING ROUGH-IN PLAN

SCALE 14" = 1'-0"

GENERAL PLUMBING NOTES:A. FLOOR DRAINS SHOWN ON THIS PLAN ARE ONLY THOSE RELATED TO THE FOODSERVICE EQUIPMENT AREAS. SEE ARCHITECTS PLANS FOR

OTHER FLOOR DRAIN LOCATIONS.B. GENERAL CONTRACTOR TO PROVIDE 14" PITCHED AREA OF 8" AROUND THE CENTER LINE OF FLOOR DRAINS.C. A LEVEL FLOOR SHALL BE PROVIDED AROUND ALL FLOOR SINKS AND FLOOR TROUGH DRAINS.D. ALL CONNECTION NUMBERS DIMENSIONED ON THIS PLAN ARE ROUGH-IN LOCATIONS. THE SIZE LISTED ON THE SCHEDULE AND THE

DESCRIPTION ARE THE CONNECTIONS FOR THAT PIECE OF EQUIPMENT. SIZING OF ROUGH-INS ARE DETERMINED BY PLUMBING AND OR PIPINGCONTRACTOR.

E. PLUMBING AND OR PIPING CONTRACTOR TO FURNISH ALL LABOR AND MATERIALS REQUIRED TO MAKE FINAL CONNECTIONS FROM SERVICEROUGH-INS TO CONNECTION ON EQUIPMENT AND INTERCONNECTIONS BETWEEN EQUIPMENT. ALL ACCORDING TO APPLICABLE CODES.

F. PLUMBING AND OR PIPING CONTRACTOR TO PROVIDE ALL NECESSARY SHUT-OFF VALVES, BACKFLOW PREVENTION DEVICES, PRESSUREREGULATORS, AND ETC., FOR EQUIPMENT INSTALLED AHEAD OF EQUIPMENT CONTROL VALVE, UNLESS OTHERWISE SPECIFIED.

G. FLUSH ALL WATER LINES PRIOR TO CONNECTION TO ANY FOODSERVICE EQUIPMENT.H. GENERAL CONTRACTOR/GENERAL MANAGER/BUILDING CONTRACTOR SHALL BE PROVIDE HOLES, SLEEVES THROUGH ROOF, FLOOR,CEILING

AND WALLS FOR SODA LINES, BEER LINES, REFRIGERATION LINES AND UTILITIES. SEAL IN ACCORDANCE AS PER LOCAL FIRE AND BUILDINGCODES AND IN ACCORDANCE WITH SIZES SPECIFIED. HOLES IN FOODSERVICE EQUIPMENT FOR THE PLUMBING SERVICES SHALL BE PROVIDEDBY FSEC.

I. HEALTH CODES REQUIRE ALL PLUMBING TO BE ENCLOSED IN WALL OR FLOOR. EXPOSED PIPING RUNS SHALL BE AS SHORT AS POSSIBLE.EXPOSED HORIZONTAL PIPING SHALL BE 6" AFF AND 1" MIN. OFF THE WALL. ALL EXPOSED PIPING SHALL BE CHROME PLATED.

J. ALL INDIRECT WASTES FOR FOODSERVICE EQUIPMENT SHALL BE EXTENDED TO FLOOR DRAIN BY PLUMBING AND OR PIPING CONTRACTOR,UNLESS OTHERWISE SPECIFIED.

K. ALL FAUCET DIMENSIONS SHALL BE 8" O.C., UNLESS OTHERWISE SPECIFIED.L. INCOMING HOT WATER TEMPERATURE SHALL BE MINIMUM OF 120 DEGREES F TO ALL FOOD PREP SINKS AND TO POT AND PAN SINKS.M. COORDINATE ALL SERVICES WITH ENGINEERS DOCUMENTS. ALL ISSUES ARE THE FSEC RESPONSIBILITY TO REVIEW AND VERIFY WITH

TRADES.N. ALL SERVICES PROVIDED ON THIS DRAWING ARE INDICATED AS PER MANUFACTURE CURRENT LISTINGS AT TIME OF LAST DATE.

THESE GENERAL NOTES PERTAIN TO THE PLUMBING ROUGH-IN DRAWINGS

PLUMBING SCHEDULE NOTES:1. SINK FAUCETS, DRAINS, AND FLOOR TROUGHS SHALL BE FURNISHED LOOSE BY FSEC FOR INSTALLATION BY PLUMBING AND OR PIPING

CONTRACTOR. THE PLUMBING AND OR PIPING CONTRACTOR SHALL TRIM AND COMPLETE ALL FINAL PLUMBING CONNECTIONS REQUIRED.2. INDIRECT WASTES FOR FOODSERVICE EQUIPMENT SHALL BE EXTENDED TO FLOOR DRAIN OR SINK BY FSEC.3. GAS QUICK DISCONNECTS SHALL BE PROVIDED BY FSEC. INSTALLATION SHALL BE BY THE PLUMBING AND OR PIPING CONTRACTOR.4. GAS SHUT-OFF VALVE SHALL BE PROVIDED BY TRADE FOR INSTALLATION BY PLUMBING AND OR PIPING CONTRACTOR. ELECTRICAL

CONTRACTOR TO INTER CONNECTION FIRE PROTECTION SYSTEM FOR FUEL SHUT DOWN TO COOKING EQUIPMENT LOCATED BELOW HOOD, SOTHAT UPON ACTIVATION OF THE FIRE SYSTEM, FUEL WILL BE SHUT OFF.

5. GAS LINES SHALL BE ROUTED INSIDE THE WALL TO SERVICE GAS CONNECTIONS BEHIND COOKING EQUIPMENT. ROUGH-IN GAS LINE STUBOUTS FOR EACH INDIVIDUAL PIECE OF COOKING EQUIPMENT AS SHOWN ON PLAN. SUPPLY CUT OFF WHERE CONVENIENT FOR SERVICING OFGAS EQUIPMENT. FLEXIBLE QUICK DISCONNECT GAS HOSES SHALL BE SUPPLIED BY FSEC AND INSTALLED BY PLUMBING OR PIPINGCONTRACTOR. PLUMBING AND OR PIPING CONTRACTOR SHALL PROVIDE ALL PRESSURE REGULATORS AS REQUIRED TO OPERATE COOKINGEQUIPMENT:A. ALL NATURAL GAS CONNECTIONS SHALL BE MINIMUM OF 6" W.C. AND MAXIMUM OF 12" W.C. WITH 10" AVERAGE OPERATION PRESSURE.B. ALL L.P. GAS CONNECTIONS SHALL BE MAXIMUM OF 13" W.C.

6. VERIFY ALL SERVICES WITH EXISTING UNIT AND OR VERIFY ALL SERVICES WITH VENDOR7. PLUMBING AND OR PIPING CONTRACTOR SHALL INSTALL SOLENOID VALVE AND VACUUM BREAKER PRIOR TO DISPOSER AND OR WATER INLET

SUPPLIED BY FSEC.8. SINK DRAIN LINE SHALL RUN THRU THE GREASE TRAP9. PLUMBING AND OR PIPING CONTRACTOR SHALL PROVIDE TELLTALE FLOOR DRAINS AS NECESSARY FOR CODE REQUIREMENTS.10. WATER LINES SHALL BE ROUTED INSIDE THE WALL TO SERVICE WATER CONNECTIONS BEHIND BEVERAGE EQUIPMENT. ROUGH-IN WATER

LINES OUTS FOR EACH INDIVIDUAL PIECE OF BEVERAGE EQUIPMENT AS SHOWN ON PLAN. SUPPLY CUT OFF WHERE CONVENIENT FORSERVICING OF BEVERAGE EQUIPMENT. LINES SHALL BE INSTALLED BY PLUMBING AND OR PIPING CONTRACTOR.

11. WHEN LOCAL FIRE AUTHORITY REQUIRES SYSTEM TO BE SERVICED FROM SPRINKLER WATER SERVICES. THE SPRINKLER CONTRACTORSHALL PROVIDE ALL MONITORING DEVICES.

12. EXTEND SERVICE OUT 1" TO ALLOW FOR 1" THICK INSULATED WALL PANEL.13. FLEX HOSE CONNECTION FOR WATER SHALL BE PROVIDED BY FSEC AND INSTALLATION SHALL BE BY PLUMBING AND OR PIPING CONTRACTOR.

THESE SCHEDULE NOTES PERTAIN TO THE PLUMBING ITEMS AS REFERENCED ON THE ROUGH-IN SCHEDULE

PLUMBING ROUGH-IN SCHEDULE:FD1 2" FLOOR DRAIN, BY PLUMBING CONTRACTORP9 112" DIRECT WASTE @ 1'-10" AFF, WITH 12" HOT & COLD WATER @ 2'-2" AFF, FOR HAND SINK / NOTE 1P11 3 4" DIRECT WASTE @ 1'-10" AFF, FOR UNDERCOUNTER DISHWASHER / NOTE 9P11A 3 4????????????????????????????????????????????????????????????????????????????????????????????????????????????????P11B 3 4" COLD WATER @ 50 PSI @ 0'-6" AFF, FOR DRAIN WATER TEMPERING KITP13 2" DIRECT WASTE @ 0'-8" AFF, WITH 12" COLD WATER BRANCHED FROM SPRAY RINSE P14, FOR DISPOSER THROAT / NOTE 7 & 9 / CD-706P14 12" HOT WATER & 3 4" COLD WATER @ 1'-4" AFF, FOR SPRAY RINSE / BRANCH COLD WATER TO DISPOSER THROAT / NOTE 1P16 2" DIRECT WASTE @ 1'-0" AFF, FOR FOUR COMPARTMENT SINK / NOTE 1 & 9P16A 3 4" HOT & COLD WATER @ 1'-4" AFF, FOR FOUR COMPARTMENT SINK / NOTE 1P16B 12" HOT & COLD WATER @ 2'-0" AFF, FOR SHUT OFF VALVE FOR SOAP DISPENSER / BACKFLOW PREVENTER PROVIDED BY VENDOR / NOTE 6P19 2" DIRECT WASTE @ 1'-0" AFF, FOR VEGETABLE PREP TABLE / NOTE 1 & 9 / VENT THRU STAINLESS STEEL CHASEP19A 3 4" HOT & COLD WATER @ 1'-4" AFF, FOR VEGETABLE PREP TABLE / NOTE 1 / SERVICES DFA THRU STAINLESS STEEL CHASE

U.F.B.

D.F.A.

B.F.F.

A.F.F.

PLUMBING/HVAC LEGEND

INDIRECT WASTE

DIRECT WASTE

FLOOR DRAIN

FLOOR DRAIN W/4" FUNNEL

FLOOR SINK W/HALF GRATE

FLOOR SINK W/FULL GRATE

FLOOR SINK W/NO GRATE

HUB DRAIN

GAS

GAS W/QUICK DISCONNECT

REFRIGERATION LINES

HOT WATER

COLD WATER

MECHANICAL GAS SHUT-OFFVALVE FOR FIRE SYSTEM

ELECTRIC SOLENOID GASSHUT-OGG VALVE FOR FIRESYSTEM

EXHAUST DUCT CONNECTION

ROUND EXHAUST DUCTCONNECTION

SUPPLY DUCT CONNECTION

ROUND SUPPLY DUCTCONNECTION

ABOVE FINISHED FLOOR

BELOW FINISHED FLOOR

DOWN FROM ABOVE

UP FROM BELOW

HVAC ROUGH-IN SCHEDULE:M26 6" DIAMETER DUCT CONNECTION @ 400 CFM @ 8'-0" AFF, FOR VENTLESS EXHAUST HOOD

ARCHITECTS

807 FOURTH STREET


55082

Telephone:

651-430-0056

[email protected]

Consultants

Revisions

Date:

Project No:

Drawn By:

Sheet Title:

Sheet Number:



04-29-14

KD

2014-14

24x48

24x48

4'-6"

18x48

18x48

F R

E1E4E6

E11

E13

E23E24E26

CO1

CO1

CO1CO1

10"

1'-7

"

1'-7

"

1'-2" 2'-2" 1'-2"

8'-9

"

2'-0" 8'-3" 5'-9"

1'-6

"5'

-0"

9"1'

-0"

FS7.01 FOODSERVICE EQUIPMENT ELECTRICAL ROUGH-IN PLAN

SCALE 14" = 1'-0"

GENERAL ELECTRICAL NOTES:A. ALL 120 VOLT DUPLEX RECEPTACLES SHALL BE A MINIMUM OF 20.0 AMP CIRCUIT, UNLESS OTHERWISE NOTED.B. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY ELECTRICAL DISCONNECT SWITCHES FOR EQUIPMENT. INSTALL AHEAD OF EQUIPMENT CONTROL OR SWITCH.C. FSEC SHALL BE RESPONSIBLE FOR SETTING EQUIPMENT IN PLACE READY FOR FINAL CONNECTION AND INTERCONNECTIONS. FINAL CONNECTIONS FOR THIS EQUIPMENT SHALL BE

THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.D. MOUNT ALL DUPLEX RECEPTACLES HORIZONTALLY IN WALL, UNLESS OTHERWISE NOTED.E. ALL CONNECTION NUMBERS DIMENSIONED FOR ON THIS PLAN ARE ROUGH-IN LOCATIONS. THE LOAD LISTED ON THE SCHEDULE AND THE DESCRIPTION ARE THE CONNECTIONS

FOR THAT PIECE OF EQUIPMENT. SIZING OF ROUGH-INS ARE DETERMINED BY ELECTRICAL CONTRACTOR.F. ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS REQUIRED TO MAKE FINAL CONNECTIONS FROM SERVICE ROUGH-INS TO CONNECTION ON EQUIPMENT AND

INTERCONNECTIONS BETWEEN EQUIPMENT. ALL ACCORDING TO APPLICABLE CODES.G. GENERAL CONTRACTOR SHALL PROVIDE HOLES, SLEEVES THROUGH ROOF, FLOOR, CEILINGS AND WALLS FOR UTILITIES. SEAL IN ACCORDANCE WITH LOCAL FIRE AND BUILDING

CODES AND IN ACCORDANCE WITH SIZES SPECIFIED. HOLES IN FOODSERVICE EQUIPMENT ARE FOR THE ELECTRICAL SERVICES PROVIDED BY FSEC.H. ALL 120/1 OUTLETS IN KITCHEN SHALL BE GFI.I. ALL EXPOSED CONDUIT SHALL BE SEALTIGHT OR EPOXY COATED FOR CLEANING TO COMPLY WITH LOCAL HEALTH CODES. MC CONDUIT WILL NOT BE ACCEPTABLE.M. COORDINATE ALL SERVICES WITH ENGINEERS DOCUMENTS. ALL ISSUES ARE THE FSEC RESPONSIBILITY TO REVIEW AND VERIFY WITH TRADES.N. ALL SERVICES PROVIDED ON THIS DRAWING ARE INDICATED AS PER MANUFACTURE CURRENT LISTINGS AT TIME OF LAST DATE.

THESE GENERAL NOTES PERTAIN TO THE ELECTRICAL ROUGH-IN DRAWINGS

ELECTRICAL SCHEDULE NOTES:1. FSEC SHALL PROVIDE ALL RECEPTACLES IN FABRICATED EQUIPMENT AND WILL PRE-WIRE ELECTRICAL COMPONENTS IN COUNTER FOR FINAL CONNECTION BY ELECTRICAL

CONTRACTOR, UNLESS OTHERWISE NOTED.2. ELECTRICAL CONTRACTOR SHALL INTERWIRE FIRE PROTECTION SYSTEM WITH BUILDING ALARM SYSTEM.3. ELECTRICAL CONTRACTOR SHALL INTERWIRE FIRE PROTECTION SYSTEM TO POWER SHUT-OFF DEVICE SUPPLIED BY FIRE PROTECTION SYSTEM INSTALLATION CONTRACTOR, SO

THAT THE POWER TO ALL ELECTRICAL EQUIPMENT BELOW HOODS WILL BE SHUT-OFF UPON ACTIVATION OF THE FIRE PROTECTION SYSTEM4. ELECTRICAL CONTRACTOR SHALL INTERWIRE FIRE PROTECTION SYSTEM TO ELECTRICAL GAS VALVE SOLENOID SO THE GAS TO ALL COOKING EQUIPMENT BELOW HOODS WILL BE

SHUT-OFF UPON ACTIVATION OF THE FIRE PROTECTION SYSTEM. ELECTRICAL CONTRACTOR SHALL INTREWIRE FROM WALL MOUNTED GAS VALVE RESET STATION TO ELECTRICGAS VALVE SOLENOID LOCATED ABOVE FINISH CEILING AND INSTALLED BY PLUMBING & OR PIPING CONTRACTOR.A. CHEMICAL FIRE SYSTEM PROVIDED BY FSEC: MECHANICAL OR ELECTRICAL GAS SOLENOID/ SHUT-OFF VALVE PROVIDED BY FSEC PER SECTION 114000 AND INSTALLED BY

PLUMBING & OR PIPING CONTRACTOR. WHEN ELECTRICAL GAS RESET STATION IS SPECIFIED, IT SHALL BE PROVIDED BY FSEC AND INSTALLED AND INTERWIRED BYELECTRICAL CONTRACTOR. REMOTE PULL STATION SHALL BE PROVIDED AND INSTALLED BY FSEC. ELECTRICAL CONTRACTOR SHALL PROVIDE 12" EMPTY CONDUIT TO WALLMOUNTED OCTAGONAL JUNCTION BOX FOR REMOTE PULL STATION. FIELD VERIFY PULL STATION LOCATION WITH LOCAL FIRE AUTHORITIES.

B. WATER SYSTEM PROVIDED BY FSEC: ELECTRIC GAS SOLENOID/ SHUT-OFF VALVE SHALL BE PROVIDED BY FSEC PER SECTION 114000, AND INSTALLED BY PLUMBING & ORPIPING CONTACTOR. ELECTRIC GAS RESET STATION SHALL BE PROVIDED BY FSEC AND INTERWIRED BY ELECTRICAL CONTRACTOR.

C. WATER SYSTEM PROVIDED BY SPRINKLER CONTRACTOR: ELECTRICAL GAS SOLENOID VALVE SHALL BE PROVIDED BY SPRINKLER CONTRACTOR AND INSTALLED BY PLUMBING& OR PIPING CONTRACTOR. ELECTRIC GAS RESET STATION SHALL BE PROVIDED AND INSTALLED BY SPRINKLER CONTRACTOR, WITH INTERWIRING BY ELECTRICALCONTRACTOR.

5. ELECTRICAL CONTRACTOR SHALL INTERWIRE DISPOSER, DISPOSER CONTROLS AND SOLENOID VALVE PROVIDED BY FSEC PER MANUFACTURERS SPECIFICATIONS; SEE DETAIL.6. VERIFY SERVICES WITH EXISTING UNIT AND OR VERIFY SERVICES WITH VENDOR.7. ELECTRICAL CONTRACTOR SHALL INTERWIRE WALK-IN COOLER/FREEZER LIGHTS, SWITCHES AND HEAT TAPE IN FREEZER FOR EVAPORATOR DRAINLINE - FSEC SHALL PROVIDE

HEAT TAPE; SEE DETAIL.8. ELECTRICAL CONTRACTOR SHALL PROVIDE WIRE HOOD FAN AND LIGHT TO WALL SWITCHES.9. ELECTRICAL CONTRACTOR SHALL PROVIDE COMPUTER GRADE SEPARATE DEDICATED CIRCUIT FOR OWNERS POS TERMINAL.10. ELECTRICAL CONTRACTOR SHALL PROVIDE EMPTY JUNCTION BOX AND UNDER FLOOR CONDUIT AS NECESSARY BETWEEN POS TERMINAL LOCATION AND ADMINISTRATOR'S

OFFICE.11. FSEC SHALL PROVIDE ALL RECEPTACLES IN FABRICATED EQUIPMENT AND WILL PRE-WIRE ELECTRICAL COMPONENTS IN COUNTER TO LOAD CENTER PANEL BY FSEC FOR FINAL

CONNECTION BY ELECTRICAL CONTRACTOR.12. EXTEND SERVICE OUT 1" TO ALLOW FOR 1" WALL PANEL.13. VERIFY ALL PLUG CONFIGURATIONS WITH MANUFACTURER'S SHOP DRAWING.

THESE SCHEDULE NOTES PERTAIN TO THE ELECTRICAL ITEMS AS REFERENCED ON THE ROUGH-IN SCHEDULE

ELECTRICAL ROUGH-IN SCHEDULE:CO1 120/1 20.0A CIRCUIT CONV. DR @ 4'-0" AFFE1 120/1 4.7FLA SR CORD & PLUG @ 1'-6" AFF, FOR UNDERCOUNTER REFRIGERATOR / NEMA 5-15PE4 120/1 6.9FLA SR CORD & PLUG @ 7'-6" AFF, FOR ONE DOOR REFRIGERATOR / NEMA 5-15PE6 120/1 7.6FLA SR CORD & PLUG @ 7'-6" AFF, FOR ONE DOOR FREEZER / NEMA 5-15PE11 208/3 23.9FLA DIRECT CONNECTION @ 1'-2" AFF, FOR DISHWASHERE11A ELECTRICAL CONTRACTOR TO INTERWIRE FROM CONTROL PANEL TO SOLENOID VALVE AND

THERMOSTATS ON DRAIN WATER TEMPERING KIT (NOT SHOWN)E13 208/3 6.2FLA DIRECT CONNECTION @ 1'-2" AFF, FOR DISPOSER / NOTE 5 / CD-706E23 120/1 13.0FLA SR CORD & PLUG @ 5'-6" AFF, FOR MICROWAVE / NEMA 5-15PE24 208/1 24.0FLA SPECIAL OUTLET @ 1'-6" AFF, FOR COOK N HOLD OVEN / NEMA 6-30PE26 208/3 32.0FLS SPECIAL OUTLET @ 4'-0" AFF, FOR VENTLESS COOKING SYSTEM / NEMA 15-60P

FL.LT.

POS

J

D

PULL

S.M.C.

L.V.SINGLE RECEPTACLE OUTLET

DUPLEX RECEPTACLE OUTLET

SPECIAL PURPOSE RECEPTACLEOUTLET

FLOOR-SINGLE RECEPTACLEOUTLET

FLOOR-DUPLEX RECEPTACLEOUTLET

FLOOR-SPECIAL PURPOSE OUTLET

DIRECT CONNECTION

FLOOR/CEILING DIRECTCONNECTION

MECHANICAL GAS SHUT-OFF VALVEFOR FIRE SYSTEM

ELECTRIC SOLENOID GASSHUT-OFF VALVE FOR FIRE SYSTEM

EMPTY OCTAGONAL DATA J-BOX

EMPTY OCTAGONAL J-BOX

EMPTY OCTAGONAL FOR POS DATAJ-BOX

REMOTE PULL STATION FOR FIRESYSTEM

WALK-IN TIME CLOCK

REFRIGERATION REMOTECONTROLLER

24 VOLT CONTROL WIRING

EXTERNALLY OPERATEDDISCONNECT SWITCH

WALL-VAPOR PROOF SURFACEINCANDESCENT LIGHT

CEILING-VAPOR PROOF SURFACEINCANDESCENT LIGHT

DROP CORD

CEILING-JUNCTION BOX

WALL-JUNCTION BOX

SURFACE OR PENDANTCONTINUOUS ROW FLUORESCENTLIGHT FIXTURE

SINGLE POLE SWITCH

THREE-WAY SWITCH

FIRE ALARM SYSTEM DEVICES (ANYTYPE)

PRIVATE TELEPHONE SYSTEMDEVICES

TELEPHONE INTERCONNECTIONS

ABOVE FINISHED FLOOR

BELOW FINISHED FLOOR

DOWN FROM ABOVE

UP FROM BELOW

ELECTRICAL LEGEND:

T

A.F.F.

B.F.F.

D.F.A.

U.F.B.

S3

J

J

D

J

S

S

FS7.0DISPOSER WIRING

NONE

SIPHONBREAKER

FLOW CONTROLVALVE

WATER SOLENOIDVALVE

WATERSUPPLY

GLOBE VALVEBY ELECTRICALCONTRACTOR

ELECTRICALSUPPLY

DISPOSER

SINK

CONTROL PANELPER SECTION 11400SPECIFICATIONS

NOTES:

1. ELECTRICAL CONTRACTOR TO FIELD WIRE CONTROLS, DISPOSER AND SOLENOID VALVE WITH WATER TIGHT CONDUIT.2. PIPING BETWEEN CONTROLS, VALVE AND BREAKERS BY ELECTRICAL CONTRACTOR

CD-706

ARCHITECTS

807 FOURTH STREET


55082

Telephone:

651-430-0056

[email protected]

Consultants

Revisions

Date:

Project No:

Drawn By:

Sheet Title:

Sheet Number:



04-29-14

KD

2014-14

C1_4-29-14.pdfC2_4-29-14.pdfL1_-LA.pdfA0.0.pdfA0.1.pdfA2.0.pdfA2.1.pdfA2.2.pdfA2.3.pdfA2.4.pdfA3.0.pdfA3.1.pdfA4.0.pdfA4.1.pdfA4.2.pdfA5.0.pdfA6.0.pdfS1.0.pdfM1 04314 HVAC 050214.pdfMP1 04314 RISERS & DETAILS 050214.pdfP1 04314 WASTE & VENT 050214.pdfP2 04314 WATER 050212.pdfES1 04314 SITE PLAN 050214.pdfE1 04314 LTG 050214.pdfE2 04314 PWR&SYST 050514.pdfE3 04314 OUTBUILDING 050514.pdfE4 04314 SCHEDULES 050514 sm .pdfFS1-7_04-29-14.pdf

04-29-2014 BID SET

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