HomeMy WebLinkAboutPLANS B-11191 JImmy Johns 420 Steamer Dr 100 2019-12-12ABBREVIATIONS:PROJECT INFORMATION:VICINITY MAP:SHEET INDEX:
SYMBOL LEGEND:
XXXXX
XXX
X.X
XX
XX
XX
XX
ROOM NAME (TOP) AND ROOM
INTERIOR / EXTERIOR ELEVATION -
DETAIL REFERENCE - DETAIL No. (TOP),
BUILDING SECTION - SECTION No. (TOP),
WALL SECTION - SECTION No. (TOP),
BUILDING COLUMN GRID LINE
KEYED NOTE - SEE KEYED NOTES
EQUIPMENT REFERENCE - SEE EQUIPMENT
WALL TYPE & DECOR
XX
XX
XX
XX
ARCHITECTURAL
A-7
A-5
CABINET DETAILS
INTERIOR ELEVATIONS
T-1 TITLE SHEET
A-8
XX
XX
M-1 MECHANICAL PLAN AND DETAILS
MECHANICAL
P-1 PLUMBING PLANS
PLUMBING
E-1
ELECTRICAL
E-2
A-3
EQUIPMENT PLAN AND SCHEDULE
A-1 FLOOR PLAN AND DETAILS
A-9
P-2 PLUMBING SCHEDULE AND DETAILS
P-3 PLUMBING ISOMETRICS
MEP-1 MEP GENERAL NOTES
FLOOR FINISH PLAN AND SCHEDULE
INTERIOR ELEVATIONS
A-6
M-2 MECHANICAL NOTES AND SCHEDULES
MEP-2 MEP SPECIFICATIONS
ELECTRICAL POWER PLAN AND SCHEDULES
ELECTRICAL LIGHTING PLAN AND SCHEDULES
SP-1 SPECIFICATIONS
DETAILS
A-1.1 FRAMING PLAN AND DETAILS
XX
COM-1
COMMUNICATIONS / DATA
COMMUNICATIONS / DATA PLAN AND DETAILS
A-4
RESTROOM PLAN AND ELEVATIONS
DOOR TYPE
X
X
X
XX
EXTERIOR MATERIAL (TOP) AND EXTERIOR
INTERIOR FINISHES & DECOR
FLOOR FINISHES
CEILING FINISHES
FINISH (BOTTOM)
NUMBER (BOTTOM)
ELEVATION No. (TOP), SHEET No. (BOTTOM)
SHEET No. (BOTTOM)
SHEET No. (BOTTOM)
SHEET No. (BOTTOM)
COORDINATION SCHEDULE
WINDOW TYPEX
NORTH
A-2 REFLECTED CELING PLAN AND DETAILS
A-10
E-3 ELECTRICAL PANELS SCHEDULES
INTERIOR ELEVATIONS
MEP-3 ALTERNATE WALK-INS SPECIFICATIONS SPECIFICATIONS
A-12 ARCHITECTURE SITE PLAN
DRIVE-THRU DETAILSA-11
CABINET DETAILSA-9.1
CONTRACTOR NOTE:
ALL INFORMATION, DETAILS, AND
SPECIFICATIONS AS INCLUDED IN THE
JIMMY JOHN'S CONSTRUCTION
MANUAL ARE TO BE FULLY REVIEWED
AND INCORPORATED INTO THE
CONSTRUCTION OF THIS PROJECT.
TENANT IMPROVEMENT / STORE # 4040 - SANDWICH FACTORY DESIGN
420 STEAMER DRIVE, SUITE 100
ESTES PARK, COLORADO 80517
PROJECT MANAGER : CHRIS COOPER A.I.A
ALARADO ENTERPRISES, LLC
1911 ARROWHEAD DRIVE
HOLDREGE, NEBRASKA 68949
CONTACT MR. RYAN WELLS
ryan.wells@nutrien.com
PHONE
E-MAIL
308 . 991 . 3432
-
-FAX
PROJECT ADDRESS
PROJECT DESCRIPTION TENANT IMPROVEMENT
OCCUPANCY B
OCCUPANT LOAD 37
420 STEAMER DRIVE, SUITE 100
ESTES PARK, COLORADO 80517
AREA CALCULATIONS
TOTAL OCCUPANTS
RESTAURANT FRONT OF HOUSE : 673 SQ. FT.
RESTAURANT BACK OF HOUSE : 586 SQ. FT.
COOLER/FREEZER : 78 SQ. FT.
TOTAL : 1337 SQ. FT.
EXITS
(1) EXIT REQUIRED (2) EXITS PROVIDED
CONSTRUCTION TYPE TYPE V-B
UNCONCENTRATED TABLES AND CHAIRS: 472 S.F./15 = 31.4
KITCHEN AREA : 586 SQ. FT. / 200 = 2.93
: 31
: 37
CONSTRUCTION TYPE
FULLY SPRINKLED
PROJECT DIRECTORY:
BUILDING SAFETY
PHONE
TOWN OF ESTES PARK
FAX
170 MACGREGOR AVENUE
ESTES PARK, COLORADO 80517
970 . 577 . 3726
DESIGN CODES
: 3
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL PLUMBING CODE
2015 INTERNATIONAL MECHANICAL CODE
2017 NATIONAL ELECTRICAL CODE
970 . 586 . 0249
OWNER:
JIMMY JOHN'S
2202 FOX DRIVE
-
217 . 359 . 2956
construction@jimmyjohns.com
-
PHONE
FAX
E-MAIL
CONTACT
CHAMPAIGN, ILLINOIS 61820
217 . 356 . 9900
cooper@arizado.net
MR. CHRIS COOPER
PHONE
FAX
E-MAIL
CONTACT
480 . 268 . 2900
480 . 268 . 2905
a.d. ArizaDo
ARCHITECT:
1255 WEST RIO SALADO PARKWAY
SUITE 207
TEMPE, ARIZONA 85281
FRANCHISEE:
STANDING/QUEING AREA: 40 / 15 = 2.67 : 3
PLUMBING:MECHANICAL: ELECTRICAL:
1 1 . D E C E M B E R . 2 0 1 9
cooper@arizado.net
MR. CHRIS COOPER
PHONE
FAX
E-MAIL
CONTACT
480 . 268 . 2900
480 . 268 . 2905
a.d. ArizaDo
1255 WEST RIO SALADO PARKWAY
SUITE 207
TEMPE, ARIZONA 85281
cooper@arizado.net
MR. CHRIS COOPER
PHONE
FAX
E-MAIL
CONTACT
480 . 268 . 2900
480 . 268 . 2905
a.d. ArizaDo
1255 WEST RIO SALADO PARKWAY
SUITE 207
TEMPE, ARIZONA 85281
cooper@arizado.net
MR. CHRIS COOPER
PHONE
FAX
E-MAIL
CONTACT
480 . 268 . 2900
480 . 268 . 2905
a.d. ArizaDo
1255 WEST RIO SALADO PARKWAY
SUITE 207
TEMPE, ARIZONA 85281
ENVIRONMENTAL HEALTH
PHONE
LARIMER COUNTY HEALTH DEPARTMENT
200 W. OAK STREET
FORT COLLINS, COLORADO 80521
970 . 498 . 6775
-FAX
T-1
TITLE SHEET
RCHITECTURE
ESIGN
CC
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AS NOTED
11.DECEMBER.2019
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
1
1
Reviewed by
SAFEbuilt
12/12/2019
APPROVED by SAFEbuilt;
2015 International Codes
Subject to inspection and compliance to all
Relevant, adopted Building & Municipal
Codes
12/12/2019
B-11191
SP-1
SPECIFICATIONS
RCHITECTURE
ESIGN
CC
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AS NOTED
11.DECEMBER.2019
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
S P E C I F I C A T I O N S
PROVIDE WRITTEN GUARANTEES FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF
INSTRUCTIONS AND GUARANTEES FOR ALL EQUIPMENT AND MATERIALS INSTALLED.
INSPECTION. UPON INSPECTION, PROVIDE WRITTEN OPERATION AND MAINTENANCE
26.
OF THE WORK OR DAMAGE TO THE ITEMS. REPLACE DAMAGED OR UNFIT MATERIALS,
STORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS TO AVOID DISRUPTION
25.
ACCORDANCE WITH THE MOST CURRENT WRITTEN MANUFACTURER'S INSTRUCTIONS.
COMPLY WITH MANUFACTURER'S INSTRUCTIONS, PERFORM THE WORK IN STRICT
24.
THROUGHOUT THE PROJECT OR THEY SHALL BE REJECTED.
THAT ARE SIMILAR SHALL BE THE SAME TYPE, MODEL AND STYLE FOR THE SAME USE
IT IS SPECIFICALLY DESIGNED OR SPECIFIED. ALL MATERIALS AND EQUIPMENT
23.
22.
UNAUTHORIZED PERSONNEL UNTIL ACCEPTANCE BY OWNER.
PROPERTY FROM THEFT AND VANDALISM AND THE PREMISES FROM ENTRY BY
PROTECT THE WORK, STORED PRODUCTS, CONSTRUCTION EQUIPMENT AND OWNER'S
21.
CONTRACTOR HAS USED PRODUCTS INCORRECTLY LABELED BY THE MANUFACTURER OR
OWNER AND REIMBURSE ALL THE COSTS OF THE TESTING TO THE OWNER, UNLESS THE
CONTRACTOR SHALL CORRECT THE DEFICIENCY AT NO ADDITIONAL COSTS TO THE
GENERALLY ACCEPTED TRADE STANDARDS OR THE PROJECT REQUIREMENTS, THE
AT THE OWNER'S COST. IF THE REQUESTED TEST SHOWN NON-CONFORMANCE TO
THE PROJECT REQUIREMENTS, THE CONTRACTOR SHALL ENLIST A TESTING LABORATORY
20.
REPLACE DAMAGED SURFACE AND MATERIALS OF THE PREVIOUSLY INSTALLED WORK BY
19.
ACCESSORIES, EQUIPMENT AND FIXTURES INSTALL REQUIRED BLOCKING AT NO
18.
ALL WORK BY SKILLED MECHANICS IN ACCORDANCE WITH ESTABLISHED STANDARDS OF
THE HIGHEST QUALITY FINISHED PRODUCT, EXPRESSED OR IMPLIED. PERFORM
17.
CONDITIONS, THE ONE HAVING THE MOST STRINGENT REQUIREMENTS SHALL GOVERN,
CASE OF CONFLICT BETWEEN THE PROJECT REQUIREMENTS AND/OR EXISTING
EXISTING CONDITIONS PRIOR TO CONSTRUCTION, FABRICATION, OR PURCHASING. IN
16.
OWNER TO MINIMIZE CONFLICT AND FACILITATE THE OWNER'S OPERATION.
DURING THE FINAL STAGE OF CONSTRUCTION. COORDINATE AND COOPERATE WITH THE
15.
MATERIALS SHALL BE LEFT IN ONE LOCATION UPON OWNER'S REPRESENTATIVE'S
B. ONE FULL BOX OF EACH CERAMIC FLOOR TILE FREE FROM NICKS, SCRATCHES OR CRACKS.
A. ONE FULL GALLON OF EACH PAINT COLOR IN A CLEAN, TIGHTLY CLOSED CAN,
FROM THE SAME MATERIAL, LOT OR RUN USED TO CONSTRUCT AND FINISH THE
14.
ITEMS SHALL OPERATE SMOOTHLY WITHOUT STICKING OR BINDING AND WITHOUT
F. ALL JOINTS SHALL BE TIGHT, STRAIGHT, EVEN AND SMOOTH. ALL OPERABLE
FINAL ACCEPTANCE OF THE WORK.
AT NO COST TO THE OWNER.
HAS MADE PREVIOUSLY APPROVED CHANGES.
OTHER TRADES, INSTALLERS AND SUBCONTRACTORS.
ADDITIONAL COST TO THE CONTRACT.
WORKMANSHIP IN EACH OF THE VARIOUS TRADES.
AS APPROVED BY JIMMY JOHN'S.
DIRECTION AND APPROVAL.
C. ONE-HALF BAG OF TILE GROUT.
AND CLEARLY MARKED.
EXCESSIVE "PLAY" OR LOOSENESS.
PROJECT:
CHROMATE PRIMER IN MANNER TO OBTAIN NOT LESS THAN 1.0 MIL DRY FILM
MATERIALS, PROVIDE CONTACT SURFACES WITH COATING OF AN IMPROVED ZINC
16. WHERE ALUMINUM ITEMS ARE TO BE ERECTED AND IN CONTACT WITH DISSIMILAR
THICKNESS.
E. ALL CORNERS AND EDGES SHALL BE STRAIGHT AND TRUE WITHOUT DENTS,
D. WALL AND SOFFIT INTERSECTIONS SHALL BE 90° OR THE EXACT ANGLE
C. ALL HORIZONTAL SURFACES SHALL BE LEVEL OR CONSTRUCTED TO THE EXACT
MEASURED BY A STRAIGHT EDGE PLACED ANYWHERE ON THE SURFACE
HORIZONTAL SURFACES SHALL NOT BE GREATER THAN 1/8" IN 10'-0" AS
B. THE MAXIMUM DEVIATION FROM THE TRUE PLANE FOR VERTICAL AND
A. ALL VERTICAL SURFACES SHALL BE PLUMB OR CONSTRUCTED TO THE EXACT
13.
WAVES OR BULGES OR OTHER BLEMISHES.
INDICATED OR INTENDED.
ANGLE INDICATED OR INTENDED.
SLOPES OR ANGLES INDICATED.
FOLLOWING TOLERANCES SHALL APPLY TO ALL WORK:
B. REPAIR OR REPLACEMENT OF PROPERTY DAMAGED DURING FINAL COMPLETION OF
A. POWER VACUUMING THE ENTIRE SPACE.
MATERIALS, UNLESS REQUESTED BY THE OWNER. CLEAN-UP SHALL BE INCLUDED AND NOT
THE PREMISES NEAT, CLEAN AND CLEAR OF TOOLS, EQUIPMENT AND SURPLUS
27.
THE PROJECT.
BE LIMITED TO:
THAT DOORS OPEN FREELY WITHOUT BINDING, AND WHEN CLOSED, WILL LATCH
OF DOORS AS SPECIFIED WITH 3/32" CLEARANCE AT MEETING EDGES. DEMONSTRATE
FOR CARPETING AND MAKE NO JOBSITE FIT IN CUTS UNLESS APPROVED. HANG PAIRS
FOR "UNDERCUTS" OR OTHER DEVIATIONS IN FIT. VERIFY CLEARANCES REQUIRED
CLEARANCE AT TOPS AND 3/8" CLEARANCE AT BOTTOM, UNLESS SPECIFICALLY NOTED
11.
MANUFACTURER AND CONFIRM TYPE, LOCATION, AND SPECIAL REQUIREMENTS OF
HARDWARE FOR EACH DOOR PRIOR TO CUTTING.
PROPERLY.
10.
9.
SHIMS BEFORE FASTENING. LEAVE READY TO RECEIVE SEALANT WHERE INDICATED ON
CONSTRUCTION OF ADJACENT WALLS. ADJUST FRAME LOCATIONS AS NECESSARY USING
FASTENINGS: ANCHOR TO ADJOINING WALLS WITH SPECIFIED ANCHORS. BRACE
FLOOR ANCHORS TO FLOOR CONSTRUCTION WITH APPROVED TYPE MECHANICAL
RIGID, PLUMB, LEVEL AND TRUE. ALIGN WITH ADJACENT CONSTRUCTION. SECURE
8.
COAT TO ALL EXPOSED SURFACES. LEAVE READY TO RECEIVE FINISH PAINTING.
AND IMPERFECTIONS. APPLY UNIFORM COAT OF MANUFACTURER'S STANDARD PRIME
7.
REQUIRED FOR A SECURE INSTALLATION AND SHALL BE IN ACCORDANCE WITH TRADE
6.
INDICATED ON DRAWINGS; FABRICATE UNITS SQUARE, TRUE AND FREE FROM DEFECTS.
5.
PRACTICE AND MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR THE USE INTENDED.
QUALITY WORKMANSHIP AND MATERIALS. PROVIDE IN ACCORDANCE WITH BEST TRADE
4.
SEAMLESS CONSTRUCTION WITH NO VISIBLE SEAMS OR JOINTS ON FACES OR VERTICAL
3.
2.
FREE FROM SCALE AND PITTING AND OTHER SURFACE DEFECTS, UNLESS OTHERWISE
1.
3.
JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH THE SKIM BEAD WILL NOT
SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS BEADS FILLING ALL
FRAMES TO RETAIN POSITION AND CONTINUOUSLY CHECK ALIGNMENT DURING
REQUIREMENTS FOR THE SPECIFIED HARDWARE AND INTENDED USE.
THE DRAWINGS.
DRAWINGS.
EDGES; THICKNESSES AS SCHEDULED ON DRAWINGS.
D. MINIMUM 16. GA. FOR INTERIOR FRAMES.
C. MINIMUM 22 GA. FOR FACE STIFFENERS.
B. 16 GA. FOR EDGE CHANNELS.
A. MINIMUM 18. GA. FOR FACE SHEETS OF INTERIOR DOORS.
DIVISION 8 - WOOD AND HOLLOW METAL DOORS AND FRAMES
MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION.
FOLLOWING MATERIAL
BE ACCEPTED.
NOTED.
AND CURTAIN WALLS.
9.
ADJUST SUPPORTS, SPANS OR OTHERWISE FOR INSTALLATION WITHIN SPECIFIED
APPLICABLE ASTM STANDARDS AS REFERENCED ABOVE, USING A LASER LEVEL.
AS INDICATED. TRUE TO LINE, LEVEL AND PLUM, AND IN ACCORDANCE WITH
8.
BLOCKING, BRACING, AND ANCHOR STRIPS. LEAVE READY TO RECEIVE FINISH
SECURE TO TRACK. INSTALL HEAD TRACK IN ACCORDANCE WITH DETAILS. INSTALL
WITH ASTM STANDARDS. ERECT STUDS ON 16" CENTERS AND
7.
6.
BETWEEN LINTELS AND HEADERS IN TOP TRACKS.
5.
4.
HEMMED EDGES. HOT DIPPED FINISH WHERE NOTED.
3.
2.
20 GAUGE PROVIDE 16 GAUGE AT DOOR JAMBS AND AT STOREFRONT.
ASTM C645-00, HOT DIPPED FINISH WHERE EXPOSED TO MOISTURE NOT LESS THAN
1.
2.
PRIMER SHALL BE MADE OR RECOMMENDED BY SEALANT MANUFACTURER FOR THE
JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR AND WINDOW FRAMES
RUBBER SEALING COMPOUND WITH MINIMUM 90% SOLIDS. USE AT ALL INTERIOR
ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING, NON-DRYING SYNTHETIC
SPECIFIC CONDITIONS AND SUBSTRATES.
SPECIFICATIONS TTS-1543 OR FS TT-S 230 TYPE "II", CLASS "a". PROVIDE
1.
DIVISION 7 - SEALANTS AND CAULKING/ ROOF PATCHING
MATERIALS.
TOLERANCES.
EQUIPMENT, INCLUDING DOOR STOPS.
METAL SUPPORT SYSTEM (WALL STUDS)
DIVISION 9 - FINISHES
4.
REQUIRED FOR COMPLETING BUILT UP ROOFING
FLASHING AND ASSOCIATED SHEET METAL WORK AND RELATED
ITEMS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN.
(NOTE: REFER TO DRAWINGS FOR ITEMS
APPLICABLE TO THE PROJECT)
ALL MATERIALS INCLUDING FELTS, COMPOSITION FLASHING, BITUMEN,
ROOF INSULATION, VAPOR RETARDER, (IF ANY), AGGREGATE SURFACING
OR OTHER COATING, ETC. IS TO BE COMPATIBLE W/EXIST. ROOFING
SYSTEM TO COMPLETE THE PATCHING OF THE EXIST. ROOF
2. PROVIDE TYPE "X" FIRE RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED
IN LOCATIONS AS RECOMMENDED BY INDUSTRY STANDARDS AND IN COMPLIANCE WITH
5. FOR CONTROL JOINTS, PROVIDE U.S. GYPSUM #093 OR APPROVED EQUAL. INSTALL
RATING, TAPERED AND ROUNDED EDGES AND BE INSTALLED IN ALL WET AREAS AS
4. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 5/8" THICK, QUALIFIED FOR 1- HOUR
3. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, EDGES AND CORNERS.
AND QUALIFIED FOR 1-HOUR RATING, TAPERED AND ROUNDED AT EDGES AS INDICATED
1. PROVIDE GYPSUM WALL PANELS MANUFACTURED IN ACCORDANCE WITH REQUIREMENTS OF
EGSHELL FOR ALL INTERIOR FINISHES.
SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER APPROVAL. IN GENERAL, USE
13. FINISH INTERIOR SURFACES, AS SCHEDULED ON DRAWINGS, EXCEPT AS MODIFIED AND
12. OTHER PAINT MANUFACTURER'S MAY NOT BE SUBSTITUTED WITHOUT APPROVAL OF
SURFACES IN GOOD AND CLEAN CONDITION. PROVIDE FOR MULTIPLE SITE VISITS AS
11. AT COMPLETION, TOUCH-UP AND RESTORE FINISH WHERE DAMAGED AND LEAVE ALL
HOLES, CRACKS AND OTHER IMPERFECTIONS WITH PUTTY AND SAND SMOOTH.
OF TRIM, PRIME BARE WOOD SCHEDULED TO RECEIVE PAINT FINISH; FINISH NAIL
OR PUTTY. IF STAIN HAS BEEN USED, TINT CRACK FILLER TO MATCH; PRIME BACKS
AFTER STAIN COAT HAS BEEN APPLIED, FILL CRACKS AND HOLES WITH PLASTIC WOOD
READY FOR APPLICATION. SANDPAPER SURFACES OF TRIM SMOOTH AND WIPE CLEAN.
THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS SURFACES ARE DRY AND
10. BACK PRIME ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO INSTALLATION.
COLOR. SAND ALL WOODWORK BETWEEN COATS TO A SMOOTH SURFACE.
SURFACE IMPERFECTIONS WITH PUTTY TINTED WITH PRIMER OR STAIN TO MATCH WOOD
PRIMING COAT HAS BEEN APPLIED, THOROUGHLY FILL ALL NAIL HOLES AN OTHER
9. SANDPAPER ALL NEW WOOD TO SMOOTH AND EVEN SURFACE AND DUST OFF. AFTER
PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE VENTILATORS AS REQUIRED TO
8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED AND PREPARED FOR
CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR PROPER APPLICATION
MANUFACTURER FOR THE MATERIAL TO WHICH THEY WILL BE APPLIED. PAINTING
7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE
GYPSUM WALL BOARD
INDICATED ON DRAWINGS.
REQUIRED FOR TOUCH-UP AND REFINISHING.
U.S. GYPSUM STANDARDS.
ON DRAWINGS.
ARCHITECT.
ASTM C36/C36M-01.
PREVENT BUILD-UP OF FUMES.
OF THE PAINT.
ALIGN ALL JOINTS AND CORNERS.
REPLACE DAMAGED TILE AT NO ADDITIONAL COST TO OWNER.
AREA CLOSED UNTIL TILE IS FIRMLY SET. PROTECT FLOORING FROM DAMAGE.
9. CLOSE AREAS IN WHICH TILE IS BEING PLACED TO TRAFFIC AND OTHER WORK. DEEP
APPLICABLE. VARY MORTAR THICKNESS, AS NECESSARY, TO ACCOMMODATE VARIATION
OF WORK. CUT TILE AT WALL INTERSECTIONS FOR CONCEALMENT BY BASE WHERE
BY OWNER. VERIFY LAYOUT AND CUTS WITH PROJECT MANAGER PRIOR TO COMMENCEMENT
BUTTED JOINTS, TO PATTERN INDICATED IN THE DRAWINGS, OR AS SPECIFIED
8. INSTALL TILE TO CONCRETE SUBSTRATE PER TCA STANDARD F113-89 WITH TIGHTLY
OLD SEALANTS OR GLAZING COMPOUNDS AND PROTECTIVE COATINGS. METAL SHALL BE
MATTER AND CONTAMINANTS SUCH AS GREASE, OIL, DUST, WATER, SURFACE DIRT,
7. CLEAN METAL AND WOOD SURFACES AND CONCRETE FLOORS, REMOVING ALL FOREIGN
4. STOREFRONT GLASS SHALL BE AS REQUIRED FOR THE SIZES AND CONDITIONS
3. GENERAL GLASS SHALL BE q3 IN ACCORDANCE WITH FEDERAL SPECIFICATIONS DD-G-
2. ALL GLASS EDGES SHALL BE GROUND SMOOTH AND POLISHED.
THICK, UNLESS OTHERWISE NOTED. ALL GLASS TO BE CLEAR GLASS.
1. PROVIDE TEMPERED GLASS, GRAD "B", STYLE #1, TYPE "1", QUALITY 03, 1/2"
USING MATERIALS RECOMMENDED FOR THAT PURPOSE BY THE MANUFACTURER.
SURFACES, IN ACCORDANCE WITH THE TIMING RECOMMENDED BY THE MANUFACTURER,
5. UPON COMPLETION, IMMEDIATELY REMOVE ALL SURPLUS ADHESIVE FROM ADJACENT
4. CAREFULLY INSPECT ALL SURFACES TO RECEIVE BASE PRIOR TO INSTALLATION.
3. USE ADHESIVES ONLY AS RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL TO
CONDITIONS.
2. PROVIDE JOB MITERED INSIDE AND OUTSIDE CORNERS PER DRAWING DETAILS FOR ALL
1. INSTALL TILE BASE IN TOILETS AS SCHEDULED. VERIFY WITH HEALTH CODE REQUIREMENTS.
12. DAMP CURE PER MORTAR AND GROUT MANUFACTURER'S RECOMMENDATIONS.
11. GROUT FLUSH WITH TILE EDGES. WIPE TILES WITH CHEESE CLOTH INSTEAD OF
WITH DOW CORNING 795 SILICONE BUILDING SEALANT. BEADS AT 6" ON CENTER
10. INSTALL TILE TO WOOD SURFACES AND ALUMINUM GLAZING CHANNEL AND METAL BASE
15. UPON COMPLETION, REMOVE ALL EXCESS SEALANT AND MATERIALS FROM SURFACES;
SHALL BE LEVEL, FLUSH SQUARE PLUMB AND IN ALIGNMENT WITH OTHER WORK.
14. SET ALL EXTRUSIONS IN CORRECT LOCATIONS AS SHOWN IN THE DETAILS. THEY
REQUIRED TO POSITION AGAINST FIXED STOPS AND FRAME BARS.
SIDES, INDOORS AND OUT, IN ACCORDANCE WITH FGMA RECOMMENDATIONS. SHIM AS
13. CENTER GLASS IN RABBETS AND POSITION SO AS TO MAINTAIN CLEARANCES ON ALL
ARE CLEAN, DRY AND READY TO RECEIVE GLAZING MATERIALS. REMOVE ALL
CLEARANCES ARE SUFFICIENT TO PREVENT "POINT LOADING", AND THAT SURFACES
12. VERIFY THAT FRAMES TO RECEIVE GLAZING ARE SQUARE AND TRUE, THAT PERIMETER
11. INSTALL IN ACCORDANCE WITH FGMA RECOMMENDATIONS UNLESS NOTED OTHERWISE.
10. ALL EDGES, DRILLED HOLES AND NOTCHES SHALL BE FACTORY CUT AND/OR FACTORY
GLASS SHALL HAVE A 1/4" VERTICAL CLEAR SPACE BETWEEN GLASS PANELS.
USE ONLY IF REQUIRED BY LOCAL BUILDING CODES, OTHERWISE ALL STOREFRONT
9. USE SILICONE SEALANT DOW #795 OR GE SILPRUF, CLEAR, OR APPROVED EQUAL.
8. PROVIDE NON-SHRINKING ELASTROMERIC TAPER WHERE REQUIRED.
7. PROVIDE STANDARD PREFORMED GLAZING TAPE, STANLOCKE 400, TRIMCO 440, OR
6. PROVIDE CLIPS ON NON-CORROSIVE METAL WITH ROUNDED EDGES DESIGNED FOR
RESILIENT ACCESSORIES DESIGNED FOR POSITIONING GLASS IN RABBETS.
5. PROVIDE RESILIENT NEOPRENE BLOCKS 70 TO 90 SHORE A DUROMETER HARDNESS AND
SHALL BE FACTORY MILL FINISH. REFER TO ELEVATION PLAN FOR TYPE OF FINISH
DETAILED FRAME SECTION SHALL BE EXPOSED WHERE INDICATED. FRAME FINISH
CONTACT BLOCKS, NOT GLASS.
WASH AND CLEAN ALL GLASS FRAMING MEMBERS.
PROTECTIVE COATING FROM FRAMING SURFACES.
FORMED, TOUCH-UP "RAW" EDGES TO MATCH FRAME.
APPROVED.
COLOR.
CLEANED BY MECHANICAL OR SOLVENT PROCEDURES.
451 AND FGMA GLAZING MANUAL.
REPAIR DAMAGED SURFACES PRIOR TO INSTALLATION.
GLASS AND GLAZING (EXISTING)
WHICH IT IS APPLIED.
BASE
IN THE TILE THICKNESS.
MAXIMUM.
SPONGE.
10. PROVIDE FINAL FINISH THAT IS SMOOTH, WITHOUT DIVOTS, BUMPS, BOWS OR ANY
ANGLES. FIRE TAPE PENETRATIONS AT DEMISING WALLS, CORRIDOR ENVELOPE AND
FILLING AND TAPER FLUSH WITH SURFACE; NO SECOND COAT REQUIRED AT INTERIOR
COAT. AFTER TAPING AND EMBEDDING COMPOUND IS DRY, APPLY SECOND COAT
APPLY EMBEDDING COMPOUND REINFORCING TAPE CENTERED OVER JOINT; APPLY SKIM
9. APPLY PRE-FILL COMPOUND TO JOINT IN ACCORDANCE WITH INDUSTRY STANDARDS.
SULFIDE SEALANT; WHERE UNEXPOSED, PROVIDE ACOUSTIC SEALANT.
PROTRUSIONS THROUGH WALL BOARD. WHERE SEALANT IS EXPOSED, PROVIDE POLY-
ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENINGS AND OTHER
8. APPLY CONTINUOUS BEAD OF SEALANT AT ALL JOINTS OF WALL BOARD ABUTTING
CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS.
METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM WALL BOARD
7. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS, EQUIPMENT, AND
BOARD TO METAL FRAMING, AND TYPE 'S' PAN HEAD SCREWS FOR ATTACHMENT OF
INDICATED, PROVIDE TYPE 'S' BUGLE HEAD SCREWS FOR ATTACHMENT OF WALL
6. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM C1002-01; UNLESS OTHERWISE NOTED OR
6. SET AND GROUT TILE WHEN AMBIENT TEMPERATURE IS AT LEAST 50 AND RISING.
TO DETERMINE THE REQUIRED EXTENT OF SUBFLOOR PREPARATION.
4. DO NOT COMMENCE INSTALLATION UNTIL SUBSTRATE HAS BEEN MADE SUITABLE FOR
3. ALL INSTALLATION SHALL CONFORM TO THE LATEST APPLICABLE TILE COUNCIL OF
2. INSTALLERS MUST BE SPECIALISTS WITH A MINIMUM OF TWO (2) YEARS EXPERIENCE.
BY MANUFACTURER AND IN ACCORDANCE WITH INDUSTRY STANDARDS.
FRAMING TO DOOR FRAMES.
OTHER RATED ASSEMBLIES.
OTHER SURFACE BLEMISH, READY TO RECEIVE PAINT.
AMERICA AND ANSI STANDARDS.
1. INSTALL TILE IN AREAS INDICATED . USE ADHESIVES AND APPLY ONLY AS RECOMMENDED
TILE INSTALLATION.
TILE
5.
PROVIDE "OWENS CORNING" SOUND ATTENUATION BATT INSULATION AT ALL PERIMETER
WALLS OR TOILET ROOMS FULL HEIGHT OF WALLS. INSULATION SHALL BE 3 1/2" THICK
FRICTION FIT INSTALLATION FOR 16" STUD SPACING. CUT AS REQUIRED FOR UTILITIES
IN WALLS.
11. IN ADDTION TO OTHER STIPULATED REQUIREMENTS FOR CLEANING, COMPLETELY REMOVE
FINGER PRINTS AND TRACES OF SOIL FROM THE SURFACES OF EXPOSED PORTIONS,
USING ONLY THOSE CLEANING MATERIALS RECOMMENDED FOR THE PURPOSE BY THE
MANUFACTURER OF THE MATERIAL BEING CLEANED.
TOLERANCE OF 1 IN 1000.
SUSPENDED CEILING SYSTEM
1. PROVIDE HOLD DOWN CLIPS WITH UL CLASSIFICATION LABEL.
2. WORK INCLUDED: PROVIDE SUSPENDED CEILING SYSTEM WHERE SHOWN ON THE DRAWINGS.
3. USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND
4. DO NOT BEGIN INSTALLATION IN ANY AREA UNTIL SUFFICIENT MATERIALS ARE ON THE
5. PROVIDE THE MANUFACTURER'S HEAVY DUTY SUSPENSION SYSTEM, COMPLYING WITH
6. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE
7. EXAMINE THE AREA AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE
8. EXCEPT AS MODIFIED BY REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION,
9. PROVIDE LATERAL BRACING AS REQUIRED BY PERTINENT CODES AND REGULATIONS. SECURE
10. MAKE ALL FINISHED SURFACES LEVEL, OR TRUE TO PLANE WHERE PLANE IS DESIGNED TO
REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, AND AS APPROVED
AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR SUBJECT TO THE APPROVAL
PERFORMED CORRECT CONDITIONS ARE DETRIMENTAL TO TIMELY AND PROPER COMPLETION
OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
INSTALLATION RECOMMENDATIONS AS APPROVED BY THE ARCHITECT.
INSTALL THE WORK OF THIS SECTION IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
LATERAL BRACING TO STRUCTURAL MEMBERS. SECURE AT RIGHT ANGLES TO THE DIRECTION
OF THE PARTITION AND FOUR-WAYS IN LARGE CEILING AREAS.
BE OTHER THAN LEVEL, WITHIN A TOLERANNCE OF 1 IN 1000, AND STRAIGHT WITHIN A
INSTALLATION, AS SELECTED OF THE ARCHITECT.
BY THE ARCHITECT.
AS SPECIFIED HEREIN, AND AS NEEDED FOR A COMPLETE AND PROPER INSTALLATION.
EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH
THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR PROPER PERFORMANCE
JOBSITE TO COMPLETE THE WORK OF THIS SECTION IN THAT AREA.
OF THE WORK OF THIS SECTION.
SUSPENSION SYSTEM - AS REQUIRED TO SUPPORT GYPSUM BOARD PANELS, FIXTURES AND
12. MATERIALS
OTHER COMPONENTS AS INDICATED, INCLUDING ANCHORAGES, HANGERS, RUNNERS, CROSS
RUNNERS, SPLINES, CLIPS, MOLDING, FASTENERS AND OTHER MEMBERS, DEVICES AND
ACCESSORIES. COMPLY WITH ASTM C635. 2' X 4' GRID/2'X2' GRID.
ENAMEL EDGE MOLDING - METAL CHANNEL TYPE WITH SINGLE FLANGE EXPOSED.
HUNG OR INDIRECT FROM DUCTS, PIPES OR CONDUIT. EXPOSED FINISH - WHITE BAKED
HANGER WIRE - NOT LESS THAN 12 GAUGE (0.106") GALVANIZED STEEL. TYPE - DIRECT
GRID SYSTEM "USG" TYPE DX 15/16" EDGE.
CEILING PANELS - 2' x 4' VINYL CLAD GYPSUM CEILING TILE(PREP AND RESTROOMS)
1.
FIBER REINFORCED PANELS (FRP)
CORRODE. PROVIDE ALL TRIM AND ACCESSORIES AS REQUIRED FOR A COMPLETE
THAN 25. ALL PANELS SHALL BE MOISTURE RESISTANT AND SHALL NOT RUST OR
INSTALLATION AS INDICATED AND SPECIFIED HEREIN. COLOR OF PANELS, TRIM AND
ACCESSORIES SHALL BE WHITE.
2.
PREFINISHED PANEL AS SCHEDULED.
3.
4.
WITH V-NOTCH SPREADER. MITER CUT MOLDINGS AND TRIM PIECES AT CORNERS
AND INTERSECTIONS AS REQUIRED TO PROVIDE SMOOTH TRANSITION.
5.
IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LEFT FREE FROM DEFECTS,
COMPONENTS THAT ARE DAMAGED OR IMPROPERLY INSTALLED SHALL BE REMOVED AND
REPLACED WITHOUT ADDITIONAL COST TO THE OWNER.
2. UPON COMPLETION OF PAINT APPLICATION CAREFULLY REMOVE STENCIL FROM
1. OWNER TO SUPPLY STENCIL FOR SUPER SEAL LOGO. CONTRACTOR TO COORDINATE
EXACT PLACEMENT OF LOGO WITH DRAWINGS AND JIMMY JOHN'S CONSTRUCTION MANAGER
PRIOR TO APPLICATION. CONTRACTOR TO APPLY STENCIL TO BRICK SURFACE TAKING
CARE TO PRESS FIRMLY INTO ANY JOINTS OR TEXTURE SO AS NOT TO ALLOW FOR ANY
OVERSPRAY BEHIND STENCIL DURING PAINT APPLICATION. ONCE STENCIL HAS BEEN
PLACED CONTRACTOR SHALL APPLY PAINT TO EXTENT INDICATED ON DRAWINGS,
3. IN AN EFFORT TO PROVIDE AN AGED APPEARANCE, CONTRACTOR SHALL WIRE BRUSH
ENTIRE SUPER SEAL LOGO BEING CAREFUL NOT TO COMPLETELY REMOVE NEWLY PAINTED
FINISH. CONTRACTOR MUST NOTIFY JIMMY JOHN'S CONSTRUCTION MANAGER ONE WEEK
PRIOR TO THIS FINAL STEP TO INSURE PROPER APPEARANCE.
PAINTING - SPECIALTY (EXTERIOR SUPER SEAL)
USING SPRAY EQUIPMENT.
THE FOLLOWING MATERIALS SHALL BE LEFT AT JOBSITE. THEY SHALL BE TAKEN
THE OWNER OR THE OWNER'S SUBCONTRACTORS MAY OCCUPY PORTIONS OF THE PROJECT
ALL DIMENSIONS AND FINISHES SHALL BE VERIFIED AND COORDINATED WITH
ALLOWABLE TOLERANCES - UNLESS OTHERWISE NOTED OR INDICATED. THE
PERFORM ALL WORK IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICE TO INSURE
COORDINATE BLOCKING REQUIREMENTS WITH ADJACENT OR RELATED TRADES,
REPAIR PROPERTY DAMAGE BY THE INSTALLERS TO A LIKE NEW CONDITION OR
WHERE REQUESTED BY THE OWNER TO CERTIFY CONFORMANCE TO TRADE STANDARDS OR
PROVIDE SECURITY OF THE WORK, INCLUDING TOOLS AND UNINSTALLED MATERIALS.
MAINTAIN AN ACTIVE FIRE EXTINGUISHER AT THE PROJECT.
DO NOT USE MATERIAL OR EQUIPMENT FOR ANY PURPOSE OTHER THAN THAT FOR WHICH
WHEN THE PROJECT REQUIREMENTS REQUIRE THAT THE INSTALLATION OF WORK SHALL
ALL PRODUCTS AND EQUIPMENT SHALL BE DELIVERED IN UNDAMAGED CONDITION AND
NOTIFY THE OWNER WHEN THE WORK IS SUBSTANTIALLY COMPLETE AND READY FOR
PROVIDE FINAL CLEAN-UP AND DAMAGE REPAIR AT THE PROJECT CONCLUSION. LEAVE
PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL
AND SOUND ATTENUATION BATT INSULATION
SOUND ATTENUATION BATT INSULATION
ALL SURFACES SHALL BE ADEQUATELY CLEANED AND PREPARED IN ACCORDANCE WITH
PROVIDE BACKING MATERIAL BY DOW "ETHAFOAM" OR APPROVED EQUAL. APPLY
FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SCAFFOLDING
PROVIDE HOLLOW METAL DOOR AS REQUIRED ON PLANS CONSTRUCTED WITH THE
PROVIDE WELDED METAL DOOR FRAMES AT ALL DOORS, AS DETAILED
PROVIDE CUSTOM MADE WELDED UNITS WITH INTEGRAL TRIM; SIZES AND SHAPES AS
FACE STIFFENERS, EDGES AND HARDWARE REINFORCEMENT SHALL BE THE HIGHEST
PROVIDE DOORS OF SIZES AND TYPES INDICATED ON DRAWINGS, FULLY WELDED
INSTALL FRAMES IN ACCURATE LOCATIONS AS INDICATED ON DRAWINGS. INSTALL
AFTER FABRICATION, DRESS, FILL AND SAND EXPOSED SURFACES, BODY-PUTTY HOLES
HARDWARE REINFORCEMENT AND ANCHORS (ERECTION, FLOOR AND JAMB) SHALL BE AS
PREPARE DOORS FOR FINISH HARDWARE. OBTAIN TEMPLATES FROM HARDWARE
INSTALL WOOD DOORS, FRAMES, AND TRIM. SIZES AND THICKNESS AS SCHEDULED ON
HANG DOORS AS SCHEDULED ON DRAWINGS, IN ACCURATE LOCATIONS WITH 1/8"
PROVIDE CHANNEL-SHAPED ROLL FORMED SHEET STEEL MEMBERS CONFORMING WITH
PROVIDE BLOCKING AND FRAMING FOR ALL WALL MOUNTED FINISH HARDWARE AND
PROVIDE JACK STUDS BETWEEN BOTTOM TRACK AND WINDOW AND/OR RELIEF SILLS
INTERIOR WALL CONNECTIONS TO EXIST. STRUCTURE ABOVE REFER TO DRAWINGS.
PROVIDE ROLL HAT-SHAPED CHANNELS MINIMUM 20 GAUGE, 7/8" DEEP WITH 1/2"
PROVIDE COLD, ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE.
PROVIDE KICK AS SHOWN FOR WALL STUDS,CEILING MEMBER, DRAFT OR SMOKE STOPS
ERECT ALL COMPONENTS FOR CEILING AND SOFFIT FRAMING IN ACCURATE LOCATIONS
SET FLOOR TRACKS IN ACCURATE LOCATIONS AND SECURELY ANCHOR IN ACCORDANCE
ALL PANELS SHALL HAVE A CLASS 1 FLAME - SPREAD CLASSIFICATION INDEX OF LESS
FOLLOW MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES FOR ALL
PANELS SHALL BE INSTALLED IN A VERTICAL POSITION IN FULL LENGTH UNITS.
APPLY RECOMMENDED ADHESIVE TO BACK OF PANEL TO PROVIDE 100% COVERAGE
UPON COMPLETION OF WORK, SURFACES OF PANELS AND COMPONENTS SHALL BE CLEANED
1.
SQUARE FOOT CALCULATIONS AS NOTED ON THE TITLE SHEET. CONTRACT WILL
INCLUDE CONSTRUCTING WALLS AND CEILINGS FINISHES, DETAILS & SPECIFICATIONS.
SECURE AND PAY FOR GOVERNMENT FEES, LICENSES AND PERMITS.
FOOTAGES. NOTIFY THE OWNER AND ARCHITECT OF COMPLIANCE OR DISCREPANCIES,
COMPARING THOSE DISCREPANCIES TO THE NUMBERS ON THE TITLE SHEET.
DAMAGE DURING THE CONSTRUCTION PROCESS, AND SHALL CLEAN UP AFTER
THEMSELVES AT THE END OF EACH WORKING DAY.
DISPOSED OF EACH DAY. NO RUBBISH SHALL BE LEFT IN THE PREMISES AFTER WORK
RESPONSIBLE FOR REVIEWING THEIR RESPECTIVE REQUIREMENTS AND COORDINAT-
ING THEIR HIDDEN OR EXPOSED WORK WITH OTHER RELATED TRADES.
ASSURE EFFICIENT AND ORDERLY INSTALLATION. PROVIDE ACCOMMODATION FOR
ITEMS INSTALLED AT A LATER DATE. VERIFY THAT CHARACTERISTICS OF ELEMENTS
OF INTERRELATED OPERATING EQUIPMENT ARE COMPATIBLE; COORDINATE WORK OF
VARIOUS SECTIONS WHICH HAVE INTERDEPENDENT RESPONSIBILITIES FOR INSTALL-
ING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT.COORDINATE
SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK
AND FIRE SPRINKLER SYSTEM WHICH ARE INDICATED, DETAILED, OR IMPLIED
EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT AND MACHINERY, AND OTHER
FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION
OF WORK, INCLUDING PERMITS. UTILITIES SHALL BE PROVIDED BY OWNER.
ACCORDANCE WITH THE REQUIREMENTS OF THE LANDLORD AND THE TENANT.
VERIFY AND COORDINATE WITH THE TENANT FOR ANY ADDITIONAL REQUIREMENTS.
IMMEDIATELY AFTER RECEIPT OF NOTICE TO PROCEED FOR USE IN CONVENIENCE OF
ALL THOSE ENGAGED IN THE PROJECT WORK.
SUCH AREAS CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS. FAILURE
TO MAINTAIN CLEAN STOREFRONT WILL RESULT IN BUILDING MANAGEMENT HAVING
SUCH MATERIALS AND DEBRIS REMOVED AND ALL CHARGES FOR MAINTENANCE WILL
JOHN'S REVIEWING ALL SCHEDULED ACTIVITIES AT OUTSET OF CONSTRUCTION.
THE WORK INCLUDES NEW TENANT IMPROVEMENTS IN AN EXISTING SPACE, PER
2.
PRIOR TO BEGINNING THE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE3.
CONTRACTORS SHALL TAKE CARE TO PROTECT ADJACENT AREAS FROM DUST AND
ALL RUBBISH AND TRASH SHALL BE REMOVED FROM THE PREMISES AND PROPERLY
4.
5.
IS COMPLETED EACH DAY.
ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE6.
COORDINATE ALL WORK OF THE VARIOUS TRADES AND SUBCONTRACTORS TO7.
UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND8.
DIAGRAMMATICALLY ON DRAWINGS.
GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN INSURANCE COVERAGE IN9.
FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES10.
ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO11.
BE BILLED TO GENERAL CONTRACTOR.
COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE LANDLORD/JIMMY12.
DIVISION 1 - GENERAL REQUIREMENTS
ALL FIXTURES RECESSED IN THE CONCRETE FLOOR (I.E. GREASE TRAP, FLOOR DRAINS,
FLOOR SINKS, ETC.) ARE TO HAVE THEIR FINISHED TOP LEVEL WITH THE TOP OF THE
FINISHED FLOORING (I.E. TILE) AND NOT THE CONCRETE SLAB UNLESS OTHERWISE NOTED.
ALL CLEANOUTS, WATER LINES, PIPES THRU WALLS, ETC. ARE TO BE A MINIMUM OF 10"
TO BOTTOM AFF AND CONSISTENT THROUGHOUT ENTIRE SPACE.
ALL GRILLE COLLARS SHALL BE ATTACHED TO DUCTWORK WITH POP RIVETS WITH A FINISHED
THE SUPPORTS FROM THE STRUCTURE ARE TO BE A MINIMUM OF 3/8" THREADED ROD
ALL THREADED ROD USED TO SUPPORT THE HOOD IS TO BE COVERED WITH PVC
(SUPPLIED AND INSTALLED BY SUBCONTRACTOR) TO CREATE A WASHABLE SURFACE
ALL DUCT JOINTS SHALL BE SEALED USING DUCT SEAL AS MANUFACTURED BY UNITED
SHEET METAL, OR EQUAL. RED DUCT TAPE SHALL NO BE ACCEPTED.
ALL EXPOSED SPIRAL DUCT SHALL BE SINGLE WALL UNINSULATED, WITH DUCT BOOTS ATTACHED
COVERS ON THE THERMOSTAT ARE TO BE EQUIPPED WITH AND ABLE TO BE LOCKABLE
SUBCONTRACTOR IS TO SUPPLY AND INSTALL ALL BLOCKING REQUIRED TO HANG/MOUNT
LIGHTS (INCLUDING RESTROOM FIXTURES). BLOCKING IS TO BE FIRE RATED IF REQUIRED
THERE WILL BE NO MC RUNNING HORIZONTALLY OVER 12" IN LENGTH IN ANY EXPOSED AREA
OR AREAS VISIBLE TO THE CUSTOMER. ANY HORIZONTAL CONDUIT MUST BE LEVEL.
THE OUTLET MOUNTED BELOW THE SLICER TABLE MUST BE A LEVITON MODEL
BY LOCAL CODES
DETAILED SPEC FOUND ON E-3 SHEET
-
-
ELECTRIC:
-
FILLET OF ELASTOMER SEAL AT JUNCTION
AT A 45 DEGREE ANGLE DOWNWARD OFF OF DUCT.
-
-
-
-
HVAC:
-
-
REPRESENTATIVE OF GC.
-
-
ALL FLOOR DRAINS, FUNNEL DRAINS, CLEAN OUTS, FLOOR SINKS ETC ARE TO BE CAST IRON
PROVIDE & INSTALL ALL BLOCKING REQUIRED TO MOUNT SINKS, FAUCETS, ETC. ALL
BLOCKING IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES.
BRASS OR PLASTIC AS SPECIFIED WITHIN THE CONTRACT DOCUMENTS.
-
PLUMBING:
-
4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM
CLEAN. WHERE HIGH GLOSS ENAMEL IS USED, LIGHTLY SAND UNDERCOAT TO OBTAIN
RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR COLORS SHARP AND
APPLY NO FINISH MATERIAL UNTIL THE UNSUITABLE SURFACES HAVE BEEN MADE
PAINTED OR STAINED IS FOUND TO BE UNSUITABLE TO PRODUCE PROPER FINISH.
3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY SURFACE TO BE
COMMENCING THE WORK. STORE, CLEAN, AND REPLACE UPON COMPLETION.
ESCUTCHEONS, REGISTERS, SURFACE HARDWARE, FITTING, AND FASTENINGS PRIOR TO
ELECTRICAL OUTLET AND SWITCH PLATES, MECHANICAL DIFFUSSERS, GRILLES,
WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF THIS SECTION. REMOVE
2. PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT CAUSED BY THIS
FINISH, NON-MECHANICAL ROOM SPACES.
NO PAINTING IS REQUIRED FOR INSULATED PIPING, EXCEPT WHERE EXPOSED IN
ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT GRILLES AND DIFFUSSERS.
STAINLESS STEEL; INTERIOR OR EXTERIOR OF EXISTING BUILDING, EXCEPT WHERE
NON-FERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE FINISH SCHEDULE;
AS MAY BE SPECIFIED HEREINAFTER; PUTTY AND/OR SEALANT AT ALUMINUM WINDOWS;
DRAWINGS OR AS SPECIFIED HEREINAFTER INCLUDING SEALING OF CONCRETE FLOOR
1. PROVIDE PAINT FINISHES FOR BUILDING AND OTHER SURFACES AS SCHEDULED ON
PAINTING
NO PAINT FINISH IS REQUIRED ON ITEMS HAVING COMPLETE FACTORY FINISH, EXCEPT
A SMOOTH FINISH COAT.
SATISFACTORY.
MANUFACTURER'S LABEL AND SHOWING PAINT TYPE, SHEEN AND COLOR.
6. DELIVER ALL PAINT TO JOBSITE IN UNOPENED CONTAINERS BEARING THE
COATS FINAL COLOR COAT TO ACHIEVE UNIFORM FINISH.
5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED PRIMER AND (2)
THE JIMMY JOHN'S BUILD OUT MANUAL IS TO BE USED IN CONJUNCTION WITH BLUEPRINT
DRAWINGS. ANY DISCREPANCIES MUST BE BROUGHT UP TO THE JIMMY JOHNS
CONSTRUCTION DEPARTMENT.
JIMMY JOHN'S CORPORATE NOTES:
ALL SUPPLY LINES AND DRAINS MUST BE SECURED AND FREE FROM MOVEMENT AT PENETRATIONS -
5. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING BID)
APPROXIMATELY, 1/2" ABOVE CONCRETE. IF THE FLOOR IS NOT CONCRETE, VERIFY WITH ONSITE
COORDINATE THIS WORK WITH OTHER TRADES INVOLVED TO AVOID
DELAYS AND TO INSURE A SATISFACTORY AND WATERTIGHT
INSTALLATION. INSTALL ALL REQUIRED MATERIALS IN A PROPER
MANNER TO INSURE AN AIRTIGHT, WATERTIGHT, AND WEATHERPROOF
INSTALLATION.
28.THE CONTRACTOR SHALL OBTAIN ALL BUILDING PERMITS, APPROVALS, CALLS FOR
INSPECTIONS, ETC. THE OWNER SHALL REIMBURSE THE CONTRACTOR FOR THE
AMOUNT OF FEES PAID FOR THIS.
29.TEMPORARY SERVICES: ANY REQUIRED TEMPORARY ELECTRICAL POWER AND
LIGHTING SYSTEMS SHALL BE FURNISHED, INSTALLED AND REMOVED BY THE
CONTRACTOR.
30.CONTRACTOR SHALL NOT UNDER ANY CIRCUMSTANCES, ALTER THE CONSTRUCTION
DOCUMENTS. IF SITE CONDITIONS REQUIRE MODIFICATIONS TO THE PLANS, ALL
MODIFICATIONS SHALL BE SUBMITTED TO THE ARCHITECT AND APPROVED PRIOR TO
PROCEEDING WITH THOSE MODIFICATIONS. CONTRACTOR SHALL ASSUME LIABILITY
FOR ANY MODIFICATIONS TO PLANS WHICH ARE NOT APPROVED IN WRITTING BY THE
ARCHITECT. CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY ITEMS
NECCESSART TO BRING THE STORE INTO COMPLICANCE WITH THE DRAWINGS.
MANUFACTURER'S LATEST WRITTEN AND RECOMMENDED DIRECTIONS.
SHALL BE TWO PARTS - MORTAR MIX AND LATEX BINDER MIX AND INSTALL PER
2.
ANY HOLES GREATER THAN 1/2".
AND LEVELING JOINTS AND CRACKS; AND FILLING ABANDONED ELECTRICAL BOXES AND
1.
DIVISION 3 - CONCRETE REPAIR AND REPLACEMENT
ENCOUNTERED; DISPOSE OF BY SAFE MEANS TO PROTECT HEALTH OF WORKERS AND
11.
10.
9.
OF THE BUILDING, IN ACCORDANCE WITH GUIDELINES AND STIPULATIONS OF LOCAL
PREVENT WEATHER DAMAGE OR SPREAD OF DUST, FUMES AND SMOKE TO OTHER PARTS
8. ERECT AND MAINTAIN WEATHERPROOF AND DUSTPROOF CLOSURES AND PARTITIONS TO
DEMOLISHED IMMEDIATELY FROM THE SITE.
STORE IN A SECURE LOCATION. REMOVE DEBRIS, REFUSE AND MATERIALS BEING
7.
VALVE AND SMOKE ALARM PRIOR TO COMMENCING WORK; COORDINATE REQUIRED
OF DISCONNECTED SERVICES. WHERE APPLICABLE, LOCATE SPRINKLER SHUT-OFF
WITHIN AREAS AFFECTED BY DEMOLITION. PLACE MARKERS TO INDICATE LOCATION
6.
SUCH MOVEMENT, SETTLEMENT DAMAGE OR INJURY.
DETERMINED BY G.C. ENLISTED STRUCTURAL ENGINEER. ASSUME LIABILITY FOR
AND SHORING AND BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE, AS
5.
2.
PUBLIC.
JURISDICTION.
1.
DIVISION 2 - DEMOLITION / BUILDING ALTERATIONS C. ALL RUNNING TRIM ONE (1) PIECE UP TO 10' - 0". MATCH GRAIN AND
B. MITER CASINGS, MOLDING, BASE AND STOREFRONT LAMINATED OR PAINTED MDF PANELS.
10.
9.
8.
7.
A. INSTALL ALL MATERIAL WITH TIGHT JOINTS.
CONSIDERATIONS AND REQUIREMENTS:
SOLVENT AND CLEANING PROCEDURES.
COLOR PIECE-TO PIECE.
REPLACE DAMAGED SURFACES.
APPLICATION: INSTALL IN ACCORDANCE WITH MANUFACTURER'S MOST CURRENT
5.
4.
3.
2.
PRINTED APPLICATION INSTRUCTIONS.
6.
NOMINAL THICKNESS; EASE ALL EXTERNAL CORNERS.
FOR ATTACHMENT OR WOOD TRIM TO METAL STUDS, RUNNERS OR FURRING.
LOCAL CODE OR APPROVED BY ARCHITECT.
CONDITI0N FOR INSTALLATION.
DIVISION 6 - WOOD AND PLASTICS
DIVISION 4 - UNIT MASONRY
AUTHORITIES & LANDLORD.
MODIFICATION WITH LANDLORD.
1.
MILL NUMBER OR NAME, GRADE OR LUMBER SPECIES OR SPECIES GROUPING
B. ALL LUMBER IS TO BE GRADE STAMPED AND IS TO CONTAIN GRADING AGENCY,
COMBINATION DESIGNATION, RULES UNDER WHICH GRADED, WHERE APPLICABLE.
WITHOUT SPLITTING WOOD, FASTEN PANEL PRODUCTS TO ALLOW FOR EXPANSION
SIDE WILL BE EXPOSED TO VIEW OR RECEIVE FINISH MATERIALS. INSTALL FASTENERS
USING FASTENERS OF SIZE THAT WILL NOT PENETRATE MEMBERS WHERE OPPOSITE
E. SECURELY ATTACH CARPENTRY WORK TO SUBSTRATES AND SUPPORTING MEMBERS
AT JOINTS UNLESS OTHERWISE INDICATED.
ACCESSORIES, AND ELSEWHERE AS REQUIRED.
MEMBERS. PROVIDE BLOCKING WHERE REQUIRED FOR ANCHORAGE OF CASE WORK,
WOOD BLOCKING NOT LESS THAN 2" THICK, IF NOT BLOCKED BY OTHER FRAMING
STRUCTURAL MEMBERS BETWEEN SUPPORTS. FIRESTOP CONCEALED SPACES WITH
F. PROVIDE WOOD FRAMING MEMBERS OF SIZE AND SPACING INDICATED. DO NOT SPLICE
PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE. PROVIDE AND PLACE BRACING
ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES
CAREFULLY REMOVE MATERIALS AND EQUIPMENT WHICH ARE INTENDED TO BE REUSED.
PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING
REMOVE FROM SITE CONTAMINATED, VERMIN INFESTED OR DANGEROUS MATERIALS
REPAIR ALL DEMOLITION IN EXCESS OF THAT REQUIRED AT NO COST TO THE OWNER.
WORK INCLUDES PATCHED, DEMOLISHED SLAB AND CERAMIC TILE, IF ANY; FILLING
USE RAECO-LITH "r-35" AS UNDERLAYMENT FOR PATCHING OR APPROVED EQUAL MIX
ROUGH CARPENTRY
USE FINISH OR CASING NAILS FOR EXPOSED WORK; USE TYPE "S" TRIM HEAD SCREWS
PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES REQUIRED BY
INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A SATISFACTORY
RELIEVE BACKS OF WOOD TRIM; KERF BACKS OF MEMBERS MORE THAN 5" WIDE AND 1"
USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE PARTICULAR
INSTALL WOODS AND PLASTICS IN CONFORMANCE WITH DETAILS, WITH THE FOLLOWING
FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPOUND.
REMOVE EXCESS ADHESIVE AND CLEAN SURFACES USING MANUFACTURER'S RECOMMENDED
PROTECT FROM DAMAGE BY OTHER TRADES WORKING ADJACENT TO THE INSTALLATION.
DRAWINGS AND SPECIFICATIONS APPLY TO THIS WORK.
1. RELATED DOCUMENTS
PROTECT WOOD FLOOR FROM MOISTURE.
2. JOB CONDITIONS
ALL MASONRY UNITS SHALL BE REPAIRED, REPOINTED AND CLEANED BEFORE
3. REPAIR, POINTING AND CLEANING
ACCEPTANCE. USE COMMERCIAL CLEANING MATERIAL "SURE KLEAN 600" DETERGENT
GENERAL-PURPOSE CLEANER FOR BRICK, APPLY PER MANUFACTURERS PRINTED
SPECIFICATIONS. DRY BRUSH AT END OF EACH DAYS WORK.
MFG. - GLEN-GERY BRICK
CALEDONIA PLANT
DRAWINGS AND SPECIFICATIONS APPLY TO THIS WORK.
1. RELATED DOCUMENTS
5692 RINKER ROAD
CALEDONIA, OH 43314
P.O. BOX 398
(419) 845-3321
STANDARDS
A PAPERCUT FINISH THAT MEETS ASTM C1088, GRADE EXTERIOR, TYPE TBS
SIZE - MODULAR (1/2" X 2 1/4" X 7 5/8") STRETCHER AND CORNER UNITS WITH
L/360 AND, PREFERABLY, LESS THAN L/600. IF THE WALLS ARE WET, THE
THE WALL SYSTEM MUST BE RIGID. DEFLECTION MUST NOT BE GREATER THAN
APPLICATION (TCA W242) - ADHESIVE THIN SET AS RECOMMENDED BY SUPPLIER.
SHOULD BE SECURELY ANCHORED. REMOVE ALL WALLPAPER, LOOSE PASTE
SOURCE OF THE WATER MUST BE DISCOVERED AND ELIMINATED. WALLBOARD
WALLS TO REMOVE DIRT AND DUST. REPAIR ANY DAMAGED AREAS.
OR PAINT AND LAMINATES. SAND PAINTED OR GLOSSY SURFACES. WASH
USED IN 20 TO 30 MINUTES OR WHILE ADHESIVE IS STILL WET AND TACKY.
A PUTTY KNIFE. DO NOT APPLY MORE ADHESIVE ON THE WALL THAN CAN BE
WITH A 5/32" V-NOTCHED TROWEL. SMOOTH ANY PRONOUNCED RIDGES WITH
ADHESIVE AND THE MORTAR FOR MIXING AND CURING TIMES. APPLY ADHESIVE
FOLLOW THE DIRECTIONS PROVIDED BY THE MANUFACTURERS OF BOTH THE
ALLOW ADHESIVE TO CURE PRIOR TO POINTING THE BRICKS.
ADHESIVE SO THAT THERE ARE NO VOIDS BETWEEN THE BRICKS AND THE WALL.
BEATING BLOCK OR RUBBER MALLET. ALL EDGES MUST BE SEALED WITH
DIRT FROM BRICK FACES.
JOINTS MUST BE FREE OF DIRT, DEBRIS OR SPACERS. SPONGE WIPE DUST AND
RECOMMENDED CLEANING
MANUFACTURER'S INSTRUCTIONS. DO NOT SATURATE THE SURFACE OR SMEAR
DUE TO COLOR AND TEXTURE. REMOVE OTHER MORTARS ACCORDING TO
CLEANING PROCEDURES AND SOLUTIONS" FOR THIN BRICKS. PROCEDURES VARY
REMOVE CEMENTITIOUS MORTARS ACCORDING TO GLEN-GERY'S "RECOMMENDED
CLEANING MUCH EASIER.
SMEARING GROUT ON THE FACES OF THE THIN BRICKS.
CLEANING IS MUCH EASIER IF CARE IS TAKEN DURING APPLICATION TO AVOID
THE MORTAR.
EXISTING BRICK (NOT USED)
REAL BRICK - THIN BRICK
SPACE BRICKS 1/4" APART. BEAT THE BRICKS FIRMLY INTO POSITION WITH A
FINISHES TO BE FIRE RETARDANT TREATED UNLESS NOTED OTHERWISE.
L.
K.
I.
H.
F.
D.
BE USED FOR ALL WOOD FRAMING MEMBERS AND BLOCKING. EXPOSED WOOD
FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS.
J.
G.
SINK AND PUTTY IN FINISH WOOD SURFACES.
E.
WHERE SCREWS DO NOT SHOW.
NON-COMB. FIRE TREATED WOOD BEARING FACTORY IMPREGNATED STAMP SHALL
INSTALL FIRE RATED DOORS IN ACCORDANCE WITH REQUIREMENTS OF NATIONAL
FINISH EXPOSED SURFACES SMOOTH, FREE FROM TOOL AND MACHINE MARKS.
SELECT AND CUT MATERIAL TO EXCLUDE DAMAGED, MARKED, OR DEFECTIVE AREAS.
USE FINISH NAILS EXCEPT WHERE SCREWS ARE SPECIFICALLY CALLED FOR OR
EASE ALL EXPOSED WOOD EDGES 1/8" MINIMUM RADIUS.
ALL MEMBERS AND LINES LEVEL AND PLUMB.
SET FASTENERS FOR PUTTYING.
WHERE SCREW ATTACHMENT REQUIRED, SPACE SCREWS AT EQUAL INTERVALS;
ALL MORTAR JOINTS SHOULD BE SPACED AT 1/4".
WATER MAY BE USED TO REMOVE MUCH OF THE MORTAR BEFORE IT HAS SET.
THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF VARIOUS
ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION OF EXISTING
CONSTRUCTION AS SHOWN. NOTED OR IMPLIED ON THE DRAWINGS. CONTRACTOR SHALL
DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND ALTERATION OF ITEMS TO
PROVIDE FOR A COMPLETE INSTALLATION OF NEW WORK. ALL COSTS OF REMOVAL REPAIR OR
REPLACEMENT SHALL BE INCLUDED IN THE BID. ADDITIONAL COSTS FOR DEMOLITION OF
ITEMS HIDDEN OR INACCESSIBLE DURING THE BIDDING PHASE, SHALL BE SUBMITTED FOR
APPROVAL PRIOR TO BEGINNING THE WORK.
AT ALTERED CONSTRUCTION REPAIR CUT EDGES, REPLACE CONSTRUCTION. AND FIT NEW TO
EXISTING CONSTRUCTION TO MATCH EXISTING WORK, MAKE JOINTS OF NEW AND EXISTING
PATCHES VERY SMOOTH, EVEN AND PRACTICALLY INVISIBLE. COORDINATE ALL REPLACEMENT
AND REPAIR REQUIREMENTS WITH LANDLORD'S CONSTRUCTION CRITERIA AND TENANTS
COORDINATOR. SAW-CUT CONCRETE ON GRADE WITH DIAMOND SAW; JACKHAMMERING WILL
NOT BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE LANDLORD
AND JJ. CUT IN ACCURATELY LOCATED STRAIGHT LINES AND BREAK OUT SECTIONS. FLOOR
4.DOORS AND FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK, CAREFULLY
REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING CARE TO AVOID
DAMAGE REMOVE HARDWARE, CLEAN REFURBISH, AND STORE FOR REINSTALLATION WHERE
INDICATED FOR DOORS AND FRAMES TO BE SALVAGED, CAREFULLY REMOVE FROM OPENING
AND DELIVER FOR STORAGE WHERE INDICATED.
D. INSTALL ROUGH CARPENTRY WORK TO COMPLY WITH APPLICABLE CODE STANDARDS
UNLESS OTHERWISE INDICATED. FOR SHEATHING UNDERLAYMENT AND OTHER
PRODUCTS NOT COVERED IN ABOVE STANDARDS, COMPLY WITH RECOMMENDATIONS OR
MANUFACTURER OF PRODUCT INVOLVED FOR USE INTENDED. SET CARPENTRY WORK TO
REQUIRED LEVELS AND LINES, WITH MEMBERS PLUMB AND TRUE AND CUT TO FIT.
C. LUMBER SHALL BE PROTECTED FROM THE ELEMENTS UNTIL SUCH TIME IT IS USED IN
CONSTRUCTION.
A. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. MOISTURE CONTENT
NOT MORE THAN 19%, WITH THE INDICATION OF "S-DRY" ON THE GRADE STAMP.
2.MAY BE CORE DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR
ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH LANDLORD'S
STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS ARE UNDER
EXISTING SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE EXERCISE CARE WHEN
CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO WALLS IF DAMAGED, REPAIR
AS REQUIRED TO ORIGINAL CONDITION. DO NOT CUT SUSPENDED SLAB EXCEPT AS NOTED ON
DRAWINGS.
CEILING PANELS - 2' x 2' USG OYMPIA MICRO CLIMA PLUS #4210 CEILING TILE(DINING)
E. MINIMUM 14. GA. FOR WATER HEATER PLATFORM FRAMING.
C. ONE BOX OF EACH CEILING TILE FREE OF DAMAGED.
Reviewed by
SAFEbuilt
12/12/2019
NOTE:
ALUMINUM 2,4,8,9
D O O R S C H E D U L E
D O O R H A R D W A R ED O O R N O T E S
ALUMINUMALUM./GLASS
HOLLOW
METAL
FACTORY
FINISH
FACTORY
FINISH
1
2 01
023'-0" x 7'-0" x 1-3/4"
EGRESS DOORS SHALL BE
READILY OPENABLE FROM THE
EGRESS SIDE W/O THE USE OF A
KEY OR SPECIAL KNOWLEDGE OR
EFFORT.
PT-2
DOOR TYPES FRAME TYPES
HANDICAP
TOILET RM
SIGNAGE
SEE DETAIL
1/A5 FOR
SIGNAGE
NOTES
SEE SCHEDULE
A1
S
E
E
S
C
H
E
D
U
L
E
SEE SCHEDULE
S
E
E
S
C
H
E
D
U
L
E
3
SEE SCHEDULE
S
E
E
S
C
H
E
D
U
L
E
5. EXTERIOR SIDE OF DOOR TO BE PAINTED TO MATCH EXISTING
ADJACENT SURFACE.
6. PAINT DOOR AND FRAME PT-3 (WHITE DOVE) WHEN IN BACK OF HOUSE & PT-2
(AMHERST GREY) WHEN IN DINING
7. PROVIDE H.C. ACCESSIBLE MEN'S/WOMEN'S SIGNAGE AT WALL OUTSIDE OF
DOOR AS REQUIRED BY GOVERNING AUTHORITIES.
8. RE-KEY EXISTING DOOR PER OWNER'S REQUIREMENTS.
9. REFURBISH WEATHERSTRIPPING, DOOR BOTTOM, ETC. TO LIKE NEW CONDITION
2
T
5'
-
0
"
ST
E
N
C
I
L
SEE SCHEDULE
SE
E
S
C
H
E
D
U
L
E
(E)3'-0" x 7'-0"(V.I.F.)
REMARKS
1. PROVIDE WOOD BLOCKING FOR DOOR STOPS.
2. CLOSER TO BE MOUNTED ON DOOR, NOT FRAME.
CLOSER TYPE TO BE 90° OPENING.
3. PAINT DOORS & FRAMES PT-2. TWO COATS MINIMUM
4. CONTRACTOR TO CONFIRM EXISTING DOOR AND DOOR FRAME ARE IN
GREAT CONDITION. REPLACE TO MATCH JIMMY JOHN'S
SPECIFICATIONS IF NOT.
1. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT.
EXCEPTIONS : 1. IN GROUP M OCCUPANCIES,
KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN
EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR
OR PAIR OF DOORS IF THERE IS A READILY VISIBLE,
DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING
"THIS DOOR TO REMAIN UNLOCKED WHILE BUILDING IS
OCCUPIED". THE SIGN SHALL BE IN LETTERS NOT LESS
THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND.
WHEN UNLOCKED, THE SINGLE DOOR OR BOTH LEAVES
OF A PAIR OF DOORS MUST BE FREE TO SWING
WITHOUT OPERATION OF ANY LATCHING DEVICE.
2. ALL FIRE RATED DOORS AND ALL EXTERIOR
SWINGING DOORS SHALL HAVE CLOSURES.
3. ALL INTERIOR DOORS TO BE SOLID WOOD CORE,
WITH BIRCH VENEER - PAINTED.
4. ALL NEW/REPLACED DOOR HARDWARE SHALL BE
BRUSHED ALUMINUM/SATIN CHROME (US 26D
FINISH).
5. ENTRY/EXIT DOORS TO HAVE SIGN - " THIS DOOR TO
REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED "
POSTED.
6. DOOR OPENING FORCE SHALL NOT EXCEED 5 LBS.
7. ALL DOOR OPERATING HARDWARE SHALL BE
MOUNTED AT 38" A.F.F.
8. DOOR HARDWARE MUST BE OPERABLE BY A SINGLE
HAND WITHOUT TIGHT GRASPING, TIGHT PINCHING
OR TWISTING.
9. "T" INDICATES TEMPERED GLASS.
10. HOLLOW METAL FRAMES MUST BE 2" WELDED
FRAMES.
11. ALL INTERIOR DOOR CLOSURES MUST NOT BE SEEN
FROM DINING SIDE
12. SILENCERS REQUIRED FOR ALL DOORS
2/A-1 1/A-1 1,2,3,7
HOLLOW
METAL
FACTORY
FINISH1 023'-0" x 7'-0" x 1-3/4"PT-2 2/A-1 1/A-1 1,2,3,7HOLLOW
METAL
HOLLOW
METAL
PAINTED
PAINTED
(1 1/2) PAIR HAGER HINGES BB1279, 4 1/2
x 4 1/2 (US26D FIN.)
(1) LCN SUPER SMOOTHEE DOOR CLOSER SERIES
#4041 (HINGE SIDE MOUNT) (US26D FIN.)
(1) IVES DOOR STOP #60 (CAST ALUM. FIN.)
ALL DOOR HARDWARE FINISH TO BE US26D (TYP.).
(1) AUGUSTA LEVER HANDLE
(2) 6"x34"- BALDWIN BRUSHED S/S KICKPLATES
(BOTH SIDES)
HARDWARE SET NO. 4:
3,4
(1 1/2) PAIR HAGER HINGES BB1279, 4 1/2
x 4 1/2 (US26D FIN.)
(1) LCN SUPER SMOOTHEE DOOR CLOSER SERIES
#4041 (US26D FIN.)
(1) LOCKSET- SINGLE CYLINDER INTEGRAL DEAD BOLT
SECURITY LOCK BY U-CHANGE INDUSTRIES DOOR
(1) CLOSER- AUTOMATIC CORBIN-RUSSWIN DC2200
SERIES (US26D)
HINGES- TOP, BOTTOM & STANDARD INTERMEDIATE
OFFSET PIVOTS (EXISTING)
(1) PULL- STYLE G2 BLACK FOR KAWNEER DOORS
OR SIMILAR (DOOR 1)
ALL DOOR HARDWARE FINISH TO BE US26D (TYP.).
ALL DOOR HARDWARE FINISH TO BE US26D (TYP.).
(2) 6"x34"- BALDWIN BRUSHED S/S KICKPLATES
(BOTH SIDES)
HARDWARE SET NO. 1: (CONTRACTOR TO V.I.F.)
HARDWARE SET NO. 2:
(1) AUGUSTA LEVER HANDLE
HARDWARE SET NO. 3:
HARDWARE SET NO. 2 (CONT.):
(1 1/2) PAIR HAGER HINGES BB1279, 4 1/2
x 4 1/2 (US26D FIN.)
(1) LCN SUPER SMOOTHEE DOOR CLOSER SERIES
#4041 (US26D FIN.)
(1) DELTANA DEL-WBC250US26 2 1/2" WALL BUMPER
ALL DOOR HARDWARE FINISH TO BE US26D (TYP.).
(1) AUGUSTA LEVER HANDLE
(1) 6"x34"- BALDWIN BRUSHED S/S KICKPLATES
INTERIOR SIDE ONLY)
(1) DELTANA DEL-WBC250US26 2 1/2" WALL BUMPER
(1) YALE AU4602LN 626 AUGUSTA LEVER HANDLED
PRIVACY LOCK (US26D)
(E)3'-0" x 7'-0"(V.I.F.)
HOLLOW
METAL
HOLLOW
METAL
SUBWAY TILE ON GYP. BOARD
OVER METAL STUDS - SEE
ELEVATIONS FOR FINISHES
FRONT PREP
BACK-OF-HOUSE
FRP
72" POLISHED S.S. CORNER
GUARD FROM TOP OF BASE TO
78" A.F.F. - APPLY CONT. BEAD
OF SILICONE - INSTALL AFTER
FINAL WALL FINISH
#4 X 24" AT 16"
O.C. DOWELS
(TYP.)
LINE OF NEW CONC
SLAB TO EXISTING
CONC SLAB
NEW CONCRETE
SLAB TO MATCH
EXISTING
APPLY A CRACK ISOLATION
MEMBRANE PRIOR TO TILE
INSTALLATION
EXISTING
CONCRETE
SLAB
2"
MET STUD BOXED
HEADER, (2) METAL
STUDS, W/ (2)
RUNNERS (COORD
W/ PARTITION TYPE)
1/2"
COORD W/ JAMB
SEE PARTITION
TYPE FOR GYP BD
THK, LAYERS &
MET. STUD SIZE
THK + 1"
PARTITION
1/2"
2"
SEE PARTITION
TYPE FOR GYP BD
THK, LAYERS &
MET. STUD SIZE
DOUBLE MTL STUDS
HM DOOR FRAME w/ 3
JAMB ANCHORS PER
SIDE
1 15/16" DOOR SIDE
FIRE
SPRINKLER
ROOM
A-5
A
G
16
A-10
B
13
A-9
A
13
A-9.1
SHT
A-10
A
1
TYP.
1
TYP.
1
TYP.
2 2
2
3
3
3
3
3
3
4
5
6
6
78
9
104
WOMEN
10
103
MEN
10
102
BACKROOM
10
10
100
DINING
TYP.
10
12
12
14
TYP.
14
TYP.
14
TYP.
14
TYP.
17
17
A-1
3
A-1
3
18 15
A-1.1
8
A-10
C
20
EXISTING WALL: PATCH & REPAIR AS REQUIRED,
MAINTAIN ANY EXISTING RATINGS
NEW WALL: 6" x 20ga METAL STUDS AT 16" O.C. WITH 5 8"
GWB ON EACH EXPOSED SIDE(S)
BULKHEAD: BOTTOM OF SOFFIT AT 7'-6" A.F.F. ABOVE
COUNTER UNLESS OTHERWISE NOTED (U.N.O.)
WALL: 3 5 8" x 20ga METAL STUD AT 16" O.C. WITH 5 8"
GWB ON EXPOSED SIDE(S)
FINISH EDGE OF WAL
MOP SINK HALF WALL: 3 5 8" x 14ga METAL STUDS AT 12"
O.C. WITH 5 8" GWB ON EACH SIDE - SEE INTERIOR ELEVS
FOR HEIGHT
GENERAL NOTES:
1. MINIMUM 20ga METAL STUDS REQUIRED (MUST PROVIDE DIAGONAL CROSS BRACING FOR
WALLS OVER 16'-0" AT 4'-0" O.C. SECURED TO STRUCTURE ABOVE ON DROP CEILING SIDE).
2. ALL FRAMING TO CONTINUE TO BOTTOM OF ROOF / DECK. MUST BE BRACED TO THE
STRUCTURE ABOVE AS REQUIRED BY CODE.
3. USE MOLD RESISTANT GYP BOARD FOR ALL RESTROOM, KITCHEN / BACK-OF-HOUSE, &
MOP SINK WALLS.
4. REFER TO SHEET A-3 FOR SCHEDULED FINISHES:
3 16" SUBWAY TILE AND 12" COVE BASE.
5. ALL FRAMING AND GYP BOARD MUST EXTEND TO ROOF / DECK ON EXTERIOR & DEMISING
WALLS.
19 15
17 17
18 15
ARCHITECTURAL FLOOR PLAN
1/4" = 1'-0"A
F L O O R P L A N
NORTH
K E Y E D N O T E S
S.S. CORNER DTL
3" = 1'-0"3
1
2
3
4
5
6
7
8
9
10
11
12
JOINT DETAIL
1' = 1'-0"4
13
14
EXISTING SHELL BUILDING.
EXISTING STOREFRONT WINDOWS & DOORS.
EXISTING 5/8" GYP. BD. ON WALL - CONTRACTOR TO
PATCH/REPAIR/ EXTEND TO DECK. TAPED AND SAND SMOOTH
READY FOR FINISH. SKIM COAT AS NEEDED TO RECEIVE NEW
FINISH. APPLY NEW 5/8" GYP. BD. ON STUDS IF NOT EXISTING.
CONTRACTOR TO FIELD VERIFY WALL CAN ACCOMMODATE
PROPOSED PLUMBING/ELECTRICAL/FRAMED HALF-WALL AS
APPLIES.
LINE OF SOFFIT ABOVE.
ELECTRICAL PANEL(S) - FULLY RECESSED- PANEL DOORS TO
BE FLUSH MOUNTED TO FINISHED SURFACE.
WALK-IN COOLER/FREEZER.
MOP SINK - SEE 5/A-1.1 AND PLUMBING.
PLATFORM MOUNTED WATER HEATER - SEE 5/P-2.
MANAGER DESK - SEE 4/A-1.1.
CLEAN/SCRAPE/INFILL EXISTING CONCRETE SLAB AND PREP AS
REQUIRED FOR NEW FINISHES.
NOT USED.
ALIGN FACE OF SOFFIT AND FACE OF FULL HEIGHT PARTITION.
FRAMING OF SOFFIT WALL MUST ALIGN VERTICALLY WITH
FRAMING OF CASH COUNTER & KNEEWALL BELOW - SEE A-1.1.
FINISH THIS SIDE BY OTHERS
CONTRACTOR TO COORDINATE ALL REMOVAL AND PATCH
BACK OF ASPHALT AND CONCRETE AS REQUIRED FOR
INSTALLATION OF DRIVE THRU ORDER BOX/MENU
BOARD/MAGNETIC LOOP - COORDINATE WITH EXISTING FIELD
CONDITIONS.
NEW DRIVE THRU WINDOW - SEE A-11.
NEW PIPE BOLLARD - SEE F/A-11
MAGNETIC LOOP FOR DRIVE THRU COMMUNICATION PANEL -
SEE A-11.
DRIVE THRU MENU BOARD/ORDER BOX - SEE SHEET A-11.
PAINT EXTERIOR SIDE PER LANDLORD REQUIREMENTS.
JAMB DETAIL
3" = 1'-0"1
HEAD DETAIL
3" = 1'-0"2
G E N E R A L N O T E S
1. CONTRACTOR TO PROVIDE CIRCUITS FOR STOREFRONT SIGNS -
COORDINATE WITH SIGNAGE SHOP DRAWINGS.
2. ALL MODULAR MILLWORK COMPONENTS ARE CONSTRUCTED
OFF SITE BY AN APPROVED VENDOR AND ARE INSTALLED BY
G.C. SEE MILLWORK SHEETS A-9 & A-10 FOR DETAILS - LOCATE
AS INDICATED.
3. SEE SHEET A-1 FOR WALL LEGEND AND INFORMATION.
4. SPRINKLER DESIGN / F.A. DESIGN SHALL BE REVIEWED AND
APPROVED UNDER SEPARATE PERMIT.
5. ALL SIGNAGE SHALL BE REVIEWED AND APPROVED UNDER
SEPARATE PERMIT.
S Y M B O L S L E G E N D
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
DOORS
CEILING FINISHES
SEE SHEET A-6 THRU A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
A-1
AND DETAILS
FLOOR PLAN
16
18
19
15
17
SEE SHEET A-12 FOR EXACT LOCATION
OF MENU BOARD AND SPEAKER
1
20
1
1
1
1
1
1
2
2
3
3
Reviewed by
SAFEbuilt
12/12/2019
6'
-
0
"
A
.
F
.
F
.
PROVIDE PLATFORM CONSTRUCTION FOR
HWH: 14 GA. 3 5/8" METAL STUDS AT 12" O.C.
TO 6'-0" A.F.F. & SPAN 14 GA. 6" METAL JOISTS
ACROSS WALLS. PROVIDE F.R.P. ON ALL SIDES
OF PLATFORM INCLUDING TOP.
"LOW BOY" WATER HEATER WEIGHT FULL OF
WATER APPROX. 900 POUNDS
HOT WATER HEATER PLATFORM ON HALF WALL
- PROVIDE F.R.P. UNDERNEATH ON 3/4"
PLYWOOD SCREWED TO 6" METAL JOISTS AT
10" O.C.
BOLT REAR ANGLES TO WALL
MOP HOOKS
HALF WALL BEYOND
FAUCET
MOP SINK
EXISTING FLOOR SLAB
EXPANSION
TANK
PROVIDE SOLID 2x
FIRE RATED WOOD
BLOCKING IN STUD
CAVITY FOR ALL WALL
MOUNTED SHELVING
(NO SHELVING WHEN
SOFFIT IS ABOVE)
PROVIDE 5/8"
PLYWOOD OVER
STUDS FOR P.O.S.
BRACKETS
PROVIDE SOLID 2x
FIRE RATED WOOD
BLOCKING AT SHELF
BRACKETS IN STUD
CAVITY - SEE SHEET
A4 FOR LOCATIONS
B.O. CEILING
2'
-
9
1
/
2
"
1'
-
5
1
/
2
"
1'
-
7
1
/
2
"
2'
-
4
"
8'
-
2
1
/
2
"
3'
-
5
1
/
2
"
TO
P
O
F
S
H
E
L
F
1
1
/
4
"
1'
-
1
1
/
4
"
2'
-
4
1
/
4
"
5'
-
1
0
"
2'
-
0
"
8"
1'
-
0
"
V.I.F.
2'
-
1
1
"
PROVIDE 5
8" PLYWOOD
BLOCKING BEHIND
MANAGER'S DESK
FIRE
SPRINKLER
ROOM
4'
-
6
"
R.
O
.
24
'
-
3
3
/
4
"
9'
-
1
1
1
/
4
"
KN
E
E
W
A
L
L
-
S
E
E
S
H
E
E
T
A
-
9
.
1
±5
'
-
9
1
/
4
"
7'
-
1
0
1
/
2
"
5'
-
6
1
/
2
"
6'
-
5
"
ALIGN
℄
ALIGN
12
'
-
7
"
9'-7 1/4"
1'-0"3'-4"
AL
I
G
N
7'
-
8
"
8'
-
1
0
3
/
4
"
7'
-
1
1
1
/
2
"
5'
-
7
1
/
4
"
9'
-
4
1
/
4
"
5/
8
"
3
5
/
8
"
9'-4 1/4"
6"
6'-4 1/2"
7'-10 1/4"
3'-3 3/4"CLEAR
8'
-
0
3
/
4
"
SEE DET.
5/A-1.12'-1 3/4"
2'
-
5
"
22
'
-
7
1
/
2
"
±4'-11 1/2"
A1.1
1-A
A1.1
1
2'-5 3/4"
2'-5 3/4"
2'
-
5
3
/
4
"
A1.1
1-A
8'-10 3/4"2'-10"
V.I.F.
11'-8 3/4"
V.I.F.
11'-8 3/4"
V.I.F.
6'-4 3/4"
5 1/4"
3'-4"
SEE DET.8/A-1.1
FOR
COMMUNITY
BOARD
3" CAVITY
MIN. FOR
CONDENSATE
LINES
104
WOMEN
103
MEN
102
BACKROOM
101
PREP
100
DINING
℄
3'
-
2
1
/
2
"
6'-0 3/4"
12'-5"
3 4" PLYWOOD BLOCKING
(WITHIN STUDS)
BOT. OF SOFFIT
3'
-
0
"
B.O. CEILING
PROVIDE 5/8"
PLYWOOD
BLOCKING ON
STUDS
SHELVES PROVIDED BY
BEVERAGE COMPANY
WATER LINE -
SEE P-1
DUPLEX OUTLET
SEE E-1
W A L L L E G E N D
GENERAL NOTES:
1. MIN 20 ga. METAL STUDS REQUIRED (MUST PROVIDE DIAGONAL CROSS BRACING
FOR WALLS OVER 16'-0" @ 4'-0" O.C. SECURED TO STRUCTURE ABOVE ON DROP
CEILING SIDE)
2. ALL FRAMING TO CONTINUE TO BOTTOM OF ROOF/DECK. MUST BE BRACED TO
THE STRUCTURE ABOVE AS REQUIRED BY CODE.
3. USE MOLD RESISTANT GYP. BOARD FOR ALL RESTROOM, KITCHEN/BOH, & MOP
SINK WALLS.
4. REFER TO SHEET A-3 FOR SCHEDULED FINISHES:
3
8" PORCELAIN TILE OR 3
16" SUBWAY TILE AND 1
2" COVE BASE OR 1
4" BRICK
VENEER OR 1
2" COVE BASE
5. ALL FRAMING AND GYP. BOARD MUST EXTEND TO ROOF/DECK ON EXTERIOR &
DEMISING WALLS.
EXISTING WALL. PATCH & REPAIR AS REQUIRED. MAINTAIN
ANY EXISTING RATINGS.
SOFFIT AT 7'-6" A.F.F. ABOVE COUNTER UNLESS
OTHERWISE NOTED.
WALL 3 5
8" x 20 ga. METAL STUD AT 16" O.C. W/ 5
8" GWB ON
EXPOSED SIDE(S).
FINISH EDGE OF WALL
WALL 6" x 20 ga. METAL STUDS AT 16" O.C. W/ 5/8" GWB ON
EACH EXPOSED SIDE(S).
MOP SINK HALF WALL: 3 5 8" x 14ga METAL STUDS AT 12"
O.C. WITH 5 8" GWB ON EACH SIDE - SEE INTERIOR ELEVS
FOR HEIGHT
6"
TAPE AND COMPOUND
OVER JOINTS AND
SCREW HEADS
FINISH AS
SCHEDULED
2'-7"
5"
1'-3 1/2"
DINING PREP
TYPE S SELF TAPPING
STEEL SCREWS AT 8"
O.C. EDGES
3 5/8" 20 GA. CONT.
METAL RUNNER
PROVIDE KICKERS AS
REQUIRED AT 48" O.C. TO
STRUCTURE ABOVE
5/8" GYP. BD. (JOINTS ORIENTED
VERTICALLY AND STAGGERED
FROM OPPOSITE FACE)
DOWNLIGHTING
(1) 1/2" FLAT WASHERS AND (2) 1/2" NUTS.
4x4 WOOD FRAMING AT SOFFIT
DOWNRODS AT 48" O.C.
35 8" 20 GA. METAL STUDS AT 16" O.C. -
BETWEEN DOWNROD FRAMING
3/4" PLYWOOD - TOP OF SHELF
5/8" GYP. BD. (JOINTS ORIENTED
VERTICALLY AND STAGGERED
FROM OPPOSITE FACE).
A.C.T. CEILING
PROVIDE 12" I.D. PVC PIPE (WHITE)
AT THREADED ROD (TYP.)
3 5/8" METAL STUDS AT 16"
O.C.
1/2"Ø ALL THREADED ROD AT
48" O.C. MAX.
1-1/2" x 2" CONT. STAINLESS STEEL
ANGLE CORNER GUARD BY K.E.C.
ELEV. 7'-6"
METAL STUD TRACKS
5 8" GYP. BD.
RODS MUST BE STRIPPED
OF PVC LETTERING AND
CAULKED. DO NOT PAINT.
CEILING ELEV.
10'-0" A.F.F.
POWER SHOT TO
CONCRETE DECK
STRUCTURE, TYP.
(2) 1/2" FLAT WASHERS (2) 1/2" NUTS
P3008 CHANNEL NUT
POWER SHOT TO ROOF
STRUCTURE, TYP.
EXISTING STEEL/CONCRETE DECK
6"
TAPE AND COMPOUND
OVER JOINTS AND
SCREW HEADS
FINISH AS
SCHEDULED
2'-7"
5"
1'-3 1/2"
DINING
PREP
TYPE S SELF TAPPING
STEEL SCREWS AT 8"
O.C. EDGES
3 5/8" 20 GA. CONT.
METAL RUNNER
PROVIDE KICKERS AS
REQUIRED AT 48" O.C. TO
STRUCTURE ABOVE
DOWNLIGHTING
(1) 1/2" FLAT WASHERS AND (2) 1/2" NUTS.
4x4 WOOD FRAMING AT SOFFIT
DOWNRODS AT 48" O.C.
35 8" 20 GA. METAL STUDS AT 16" O.C. -
BETWEEN DOWNROD FRAMING
3/4" PLYWOOD - TOP OF SHELF
5/8" GYP. BD. (JOINTS ORIENTED
VERTICALLY AND STAGGERED FROM
OPPOSITE FACE).
A.C.T. CEILING
PROVIDE 12" I.D. PVC PIPE (WHITE)
AT THREADED ROD (TYP.)
3 5/8" METAL STUDS AT 16"
O.C.
1/2"Ø ALL THREADED ROD AT
48" O.C. MAX.
1-1/2" x 2" CONT. STAINLESS STEEL
ANGLE CORNER GUARD BY K.E.C.
ELEV. 7'-6"
METAL STUD TRACKS
5 8" GYP. BD.
EXISTING STEEL/CONCRETE DECK
3"
CEILING ELEV.
10'-0" A.F.F.
RODS MUST BE STRIPPED
OF PVC LETTERING AND
CAULKED. DO NOT PAINT.
POWER SHOT TO
CONCRETE DECK
STRUCTURE, TYP.
(2) 1/2" FLAT WASHERS (2) 1/2" NUTS
P3008 CHANNEL NUT
POWER SHOT TO ROOF
STRUCTURE, TYP.
MENU BOARD - G.C. TO INSTALL
3 4" PLYWOOD BLOCKING WITHIN
STUDS ACROSS ENTIRE
ANGLED MENU SECTION - SEE
DETAIL 3/A-1.1
7'
-
6
"
T
O
T
O
P
O
F
B
O
A
R
D
3
4" PLYWOOD
BLOCKING
WITHIN STUDS.4'
-
0
"
1'
-
6
"
1'
-
0
"
1'
-
0
"
A-1.1
AND DETAILS
FRAMING PLAN
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
FRAMING PLAN
1/4" = 1'-0"A
NORTH
FRONT SOFFIT SECTION
3/4" = 1'-0"1
MOP SINK
NTS5
DRIVER'S / WALL SHELVING
1/2" = 1'-0"2
METRO DESK ELEVATION
1/2" = 1'-0"4
1. CONTRACTOR TO SITE VERIFY ALL EXISTING CONDITIONS, CLEAR
HEIGHTS, REQUIRED DEMOLITION, AND CONCRETE SLAB PRIOR
TO BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR
FAILURE TO PROPERLY INCLUDE ALL COSTS / PRICING FOR T.I.
SCOPE OF WORK.
2. VERIFY LAYOUT OF ALL INTERIOR PARTITIONS PRIOR TO FRAMING.
NOTIFY ARCHITECT IMMEDIATELY FOR ALL DISCREPANCIES.
3. SEE DETAIL 5/A-2 FOR CEILING BRACING AT ALL WALL TYPES.
4. SEE SHEET A-1 FOR WALL LEGEND AND INFORMATION.
5. CONTRACTOR TO SITE VERIFY EXACT FIELD CONDITIONS.
PROVIDE DEMISING WALL/FULL HEIGHT GYP. BD. AS REQUIRED TO
COMPLETE TENANT IMPROVEMENT SCOPE OF WORK.
6. CONTRACTOR TO INCLUDE/COORDINATE ALL REQUIRED
CONCRETE FLOOR CORING IF REQUIRED FOR NEW
EQUIPMENT/PLUMBING INSTALLATIONS - ALL NEW CONCRETE
SHALL MATCH EXISTING SLAB/FRAMING, SEE 4/A1.
7. DIMENSIONS TO FRAMING - FRAMING PLAN ONLY.
8. REFER TO JJ's BLOCKING CHECKLIST IN BUILD-OUT MANUAL FOR
ADDITIONAL MEASUREMENTS AND DETAILS
G E N E R A L N O T E S
SOFFIT MENU ELEVATION
N.T.S.3
SIDE SOFFIT SECTION
3/4" = 1'-0"1-A
CARBONATOR SHELVING
1/2" = 1'-0"6
NOTE TO GCs:
DIMENSIONS TO KNEEWALL
ARE TO FRAMING. IF
KNEEWALL IS PROVIDED BY
MIDWEST CABINETS, ADJUST
DIMENSIONS TO LOCATE PER
FRAMING DIMENSIONS GIVEN.
COMMUNITY BOARD
1/2" = 1'-0"8
1
Reviewed by
SAFEbuilt
12/12/2019
FIRE
SPRINKLER
ROOM
8'-
0
"
3'-9
"
TO COUNTER
2'-4"
TO CNT'R
8'
-
0
"
8'
-
0
"
2'-1"8'-0"
2'
-
1
1
/
2
"
2'
-
1
0
"
1'-9 1/2"4'-0"
2'
-
3
1
/
2
"
8'
-
0
"
4'-6"
2'
-
0
"
4'-1"8'-0"
3'
-
9
"
TO
C
O
U
N
T
E
R
1'-9"4'-0"
±12'-6" AFF
B.O. DECK
±11'-8" AFF
B.O. DECK
100
DINING
1
101
PREP
10'-0" A.F.F.
C-1
10'-0" A.F.F.
C-1
102
BACKROOM
104
WOMEN
103
MEN
C-1
8'-0" A.F.F.
C-1
8'-0" A.F.F.
NOTE:
ALL MEASUREMENT ARE
TAKEN FROM CENTERS OF
LIGHT FIXTURES.
G.C. TO COORDINATE
PENDANT LIGHTS WITH
CENTER OF TABLES AND
BOOTHS.
A-2
1
2
2
B.O. SOFFIT
7'-6" A.F.F.3
EQ
5'-
0
"
EQ
2'
-
2
"
2'
-
4
"
2'
-
4
"
EQ EQ
EQ
EQ
4
4 5
5
66
6
±10'-6" AFF
B.O. JOISTS
±11'-2" AFF
B.O. JOISTS
±12'-6" AFF
B.O. DECK
±11'-2" AFF
B.O. JOISTS
±11'-2" AFF
B.O. BEAMS
C-2
SUSPENDED ACOUSTICAL CEILING
TILE AT SCHEDULED HEIGHT
SCHEDULED HOT WATER HEATER
ON RAISED SHELF
RAISED SUSPENDED ACOUSTICAL
CEILING TILE ABOVE WATER HEATER
ACOUSTICAL CEILING TILE SET
VERTICALLY AT RAISED CEILING
JOISTS
B.O. OF CEILING
EL: AS SCHEDULEDCOOLER AND FREEZER NOTES:
NO CEILING TILE ABOVE WALK-IN FREEZER AND
COOLER
CONFIRM CEILING HEIGHT FOR DIRECT
MOUNTED COMPRESSORS TO BE A MINIMUM
OF 3'-0" ABOVE WALKINS. (CLEAR SPACE) .
CONFIRM CEILING HEIGHT FOR REMOTE
MOUNTED COMPRESSORS TO BE A MINIMUM
OF 6" ABOVE WALKINS. (CLEAR SPACE).
RETURN GRID TO TOP OF BOXES & INSTALL
GRID WITH TILES FOR ENCLOSURE PANELS,
PROVIDE CLIPS TO HOLD IN PLACE. CAULK
BOTTOM EDGE TO FREEZER AT COOLER.
INSTALL SUGGESTED MANUFACTURER CLIPS.
PROVIDE EGG-CRATE GRILLS OR EQUAL FOR
ADEQUATE VENTILATION PER MANUFACTURER
SUGGESTED SPECIFICATION.
CEILING AS SCHEDULED
VERTICAL ATC, PROVIDE
HOLD DOWN CLIPS AS
REQUIRED
COOLER/FREEZER
2 '-0 "
4'-0"
1. METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS SHALL
CONFORM TO THE REQUIREMENTS OF ASTM C635-00 FOR HEAVY DUTY SYSTEMS.
2. INSTALLATION OF METAL CEILING SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND
LAY-IN PANELS SHALL CONFORM TO THE REQUIREMENT OF ASTM C636-00.
3. MAIN RUNNERS AT 4'-0" O.C. CROSS RUNNERS AT 2'-0" O.C.
4. VERTICAL HANGERS TO BE MAX. 8" FROM WALLS.
NO. 12 ga VERTICAL
HANGERS
MAIN RUNNER
MIN. OF THREE TURNS
CROSS RUNNERS
1
1
CONT. 362S162-33
SECURED WITH (2) #10 TEK
SCREWS AT EACH STUD
MA
X
.
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'
-
0
"
M
A
X
CONT. 20GA. STUD BRACE
AT WALL AND AT 4'-0" O.C.
WITH (2) SCREWS EACH
CROSSING
362S162-33 MTL. STUD
BRACE AT 48" O.C. WITH
(2) #10 SCREWS EACH END
A-2
5
ONLY APPROVED ABOVE
DROP CEILINGS
EXISTING STEEL/CONCRETE
DECK TO REMAIN
0.145"x1" POWER
ACTUATED FASTENER
@ 16" O.C. (MAX.) (TYP.)
DEFLECTION GAP
#8 WAFERHEAD
FRAMING
SCREWS (TYP.)
SLIPTRACK
SYSTEMS
5 8" GWB OVER
METAL STUDS,
REF. TO WALL
LEGEND ON
FLOOR PLAN
NOTE:
1. REF. TO ELEVATIONS FOR WALL FINISHES
2. G.C. TO VERIFY CONSTRUCTION TYPE PRIOR TO START OF NEW WORK.
CONTACT ARCHITECT/ENGINEER FOR APPROPRIATE CONSTRUCTION IF
EXISTING STRUCTURE DIFFERS FROM THAT SHOWN.
3. REFER TO WALL LEGEND ON FLOOR PLANS FOR INFORMATION ON
STUDS AND DRYWALL CONDITIONS.
WALL PARALLEL TO DECKWALL PERPENDICULAR /
DIAGONAL TO DECK
SLIPTRACK
SYSTEMSLONG LEG RUNNER
5 8" GWB OVER
METAL STUDS,
REF. TO WALL
LEGEND ON
FLOOR PLAN
A-2
PLAN AND DETAILS
REFLECTED CEILING
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
REFLECTED CEILING PLAN
1/4" = 1'-0"A
C E I L I N G P L A N
NORTH
K E Y E D N O T E S
G E N E R A L N O T E S
1. CONTRACTOR TO PROVIDE CIRCUITS FOR STOREFRONT SIGNS -
COORDINATE WITH SIGNAGE SHOP DRAWINGS.
2. ALL LIGHTS IN FOOD PREPARATION AREAS, COOLERS, FREEZERS,
STORAGE AND BACK ROOMS ARE TO BE SHIELDED.
3. RETURN GRID TO TOP OF BOXES & INSTALL GRID WITH TILES FOR
ENCLOSURE PANELS, PROVIDE CLIPS TO HOLD IN PLACE. CAULK
BOTTOM EDGE TO FREEZER AND COOLER. INSTALL SUGGESTED
MANUFACTURER CLIPS. PROVIDE EGG-CRATE GRILLS OR EQUAL
FOR ADEQUATE VENTILATION PER MANUFACTURER SUGGESTED
SPECIFICATION.
4. SEE SHEET A-1 FOR WALL LEGEND AND INFORMATION.
5. DIMENSIONS ARE FROM INTERIOR FACE OF EXISTING FINISHES AT
EXISTING WALLS AND FACE OF FINISH MATERIAL AT NEW STUD
WALLS.
6. REFERENCE SHEET E-2 FOR REQUIRED LIGHTING FIXTURE SPECS &
HEIGHTS.
7. CEILING GRID MUST ATTACH TO WALL TILE AT SPECIFIED HEIGHT
PER A-2.
8. SCRIM CEILING (SWA)/EXPOSED INSULATION IS NOT APPROVED
S Y M B O L S L E G E N D
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
DOORS
CEILING FINISHES
SEE SHEET A-6 THRU A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
EXPOSED TO DECK. ALL EXPOSED STRUCTURE AND
OVERHEAD ITEMS TO BE PAINT Pt-2.
NO CEILING / TILE ABOVE COOLER / FREEZER- OPEN TO DECK.
SUSPENDED CEILING GRID ABOVE SOFFIT - SEE 2/A-2.
ALIGN FACE OF SOFFIT AND FACE OF FULL HEIGHT PARTITION.
FRAMING OF BULKHEAD WALL MUST ALIGN VERTICALLY WITH
FRAMING OF CASH COUNTER & KNEEWALL BELOW - SEE A-1.1.
ADD HEADER FROM ABOVE STOREFRONT WINDOW IF BOXES
AND CONDUITS CAN'T BE RECESSED IN THE EXISTING WALL.
ALL JUNCTION BOXES AND CONDUITS MUST BE WITHIN WALL
SO A FLUSH AND SMOOTH DRYWALL FINISH CAN BE
ACHIEVED. IF HEADER IS REQUIRED THEN FURR WALL ABOVE
EVERY STOREFRONT WINDOW WITH 5/8" GYP. BD. ON 3 5/8"
METAL STUDS. BULKHEAD STARTS AT TOP OF WINDOW
OPENING.
1
2
3
4
5
6
SUSPENDED CEILING
N.T.S.2
CEILING AT TRANSITION
1/4" = 1'-0"1
CEILING ABOVE WATER HEATER
1-1/2" = 1'-0"4
STUD WALL BRACING
1" = 1'-0"3
SLIP TRACK AT DECK
1" = 1'-0"5
Reviewed by
SAFEbuilt
12/12/2019
FIRE
SPRINKLER
ROOM
1
2
3
11
3
11
104
WOMEN
103
MEN
100
DINING7
A-3
D
A-3
D
A-3
D
A-3
D
A-3
D
A-3
D
A-3
DA-3
D
A-3
D
A-3
D2
A-3
E
A-3
E
A-3
E
A-3
E
A-3
A
A-3
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
C
A-3
G
A-3
G
A-3
G A-3
G
A-3
G
A-3
G
A-3
G
A-3
G
A-3
G FF-4
FF-3
102
BACKROOM
FF-4
FF-3
101
PREP
2
A-7
1
A-7
3
A-7
4
A-7
3
A-6
4
A-6
2
A-6
1
A-6
6
A-6
5
A-6
3
A-8
4
A-8
1
A-8
6
A-7
5
A-7
2
A-8
13
5
A-8
TI
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PORCELAIN TILE -
BULLNOSE - INSTALLED
ON TOP OF WALL TILE
POLISHED SEALED
CONCRETE
CERAMIC TILE - SEE
ELEVATIONS
WB-2
SE
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5/8" GYP. B.D. (PAINT AS
REQUIRED)
BULLNOSE TILE AT TOP
ROW
5/8" GYP. B.D.
CERAMIC COVE BASE (WB-1,
PURITAN GRAY) INSTALLED ON
TOP OF WALL TILE (INTEGRAL
COVE BASE BULLNOSE)
5/8" MOLD RESISTANT GYP. BD.,
ASTM C36 OR C630 IN DINING
RM. AND CEMENT BACKER BD.
UP 12" IN WORK AREAS.
CERAMIC TILE - SEE
ELEVATIONS FOR COLORS
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WB-1
WALL TILE EXTENDS
TO CEILING
5/8" MOLD RESISTANT GYP.
BD., ASTM C36 OR C630 IN
DINING RM. AND CEMENT
BACKER BD. UP 12" IN WORK
AREAS AND RESTROOMS.
FRP
CERAMIC COVE BASE
(WB-1, PURITAN GRAY)
(INTEGRAL COVE BASE
BULLNOSE)
WB-1
POLISHED CONCRETE
RESTROOM BASE & WALL TILE
E
KITCHEN BASE & WALL TILE
C 112" = 1'-0"
BACKROOM BASE & FRP
G 112" = 1'-0"
DINING RM WALL TILE
D 112" = 1'-0"
5/8" MOLD RESISTANT
GYP. BD., ASTM C36
OR C630 IN DINING
RM. AND CEMENT
BACKER BD. UP 12" IN
WORK AREAS AND
RESTROOMS.
WB-2
COVE BASE - ROPPE
- #44 FILLET STRIP -
COLOR: TOFFEE
FF-3
FF-4
FF-3
FF-4
112" = 1'-0"
3 1/2"
4 3
4"
7 3/8"
1
1
/
4
"
1"
3'
-
6
"
METAL RUNNER
CHANNEL ANCHOR
TO SLAB 2'-0" O.C.
3 5
8" METAL STUDS
METAL RUNNER
CHANNEL
(TYP. ALL SIDES)
SF-1
D
D
5/8" GYP. BD.
5/8" GYP. BD.
5/8" GYP. BD.
5/8" GYP. BD.
DINING ROOM HALF WALL TILE
D1 112" = 1'-0"
35 8"
7 3/8"
1
1
/
4
"
1"
3'
-
6
"
METAL RUNNER
CHANNEL ANCHOR
TO SLAB 2'-0" O.C.
3 5
8" METAL STUDS
METAL RUNNER
CHANNEL
SF-1
FRP ON 1/2"
PLYWOOD
5/8" DUROCK/
HARDIEBACKER
DINING RM / PREP - HALF WALL
A 112" = 1'-0"
PREP SIDE
WT-4
WT-5
DINING SIDE
KNEEWALL BRACES
FROM "COLUMBIA
ARCHITECTURAL
PRODUCTS" - INSTALL
@ 48" O.C. (MIN.)
FF-3
FF-4
KNEEWALL BRACES
FROM "COLUMBIA
ARCHITECTURAL
PRODUCTS" - INSTALL
@ 48" O.C. (MIN.)
FF-1
FF-1
WB-1
WOOD 2x4 TOP CAP
WOOD 2x4 TOP CAP
FF-3
FF-3
FF-2
FF-3FF-2
PORCELAIN TILE -
BULLNOSE - INSTALLED
ON TOP OF WALL TILE
POLISHED SEALED
CONCRETE
CERAMIC TILE - SEE
ELEVATIONS
WB-2
SE
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5/8" GYP. B.D. (PAINT AS
REQUIRED)
BULLNOSE TILE AT TOP
ROW
5/8" GYP. B.D.
DINING RM WALL TILE
D2 112" = 1'-0"
FF-2
BASE TILE CUT TO 1" BEHIND
SODA CABINET
CERAMIC TILE - SEE
ELEVATIONS FOR
COLORS - WALL TILE
EXTENDS TO CEILING
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GLOSS WHITECERAMIC TILE 3x6 PREP, DINING ROOM - BUTTED TIGHT & GROUTED
-
CENIT CERAMICAS
FL
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MARK COLORMODEL NO.MATERIAL MANUFACTURER STYLE DESCRIPTION
BA
S
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CE
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FF-3
PL-1
WT-1
PL
A
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S
FRP FIBERGLASS S-100 - S/2/S SMOOTH FINISH WHITE
FF-5
WT-7 BRIGHT WHITEWALL GROUT KITCHEN & BATHROOMS - USE WITH WT-1, WT-2, & WT-3UNSANDED GROUT
WHITE ICE
A P P R O V E D V E N D O R L I S T
VENDOR RESPONSIBILITY
FLOORING AND WALL TILE
THERE WILL BE ABSOLUTELY NO ACCEPTED SUBSTITUTIONS, COLOR MATCHES OR ALTERNATIVES TO THESE PAINT AND FINISH MATERIAL
SPECIFICATIONS. ALL PAINT MUST BE PER MANUFACTURER, COLOR, FINISH/SHEEN AS INDICATED IN THESE CONSTRUCTION DOCUMENTS.
PLASTIC LAMINATE RED XABIAP-316 CAARBORITE CASHMERE (CA) DINING RM TABLE TOPS
MARLITE
WT-10 RAVENWALL GROUT EXTERIOR - USE W/ WT-9SANDED GROUT
QUARRY TILE 8" X 8" FLOOR TILE WITH 3/16" JOINTS
PURITAN GRAY507QUARRY COVE BASE METRO
6" X 8" BULLNOSE INTEGRAL COVE BASE ATWB-1 ALL WALLS & MILLWORK IN PREP - BACKROOM
WHITE DOVEREADY MIX PAINT
BENJAMIN MOORE
EGGSHELL DINING RM WALL PAINT & BULKHEAD - REAR DOOR & FRAME - SATIN (PREP)PT-3
JET BLACKCOUNTER TOP CAESARSTONE 1 1/4" THICK (3cm) SLIGHT EASED EDGESF-1
EQUIPMENT, FURNITURE, PLUMBING
FIXTURES, AND LIGHTING
FLOORING SURFACES, INC. (NO SUBSTITUTION)
CONTACT: GREG BRUNELLE
401 EAST MERCURY
CHAMPAIGN, IL 61822
PHONE: 800.682.1990 217.398.1990
FAX: 217.398.9007
E-MAIL: greg@fsi-1.com
CAMPBELLSVILLE INDUSTRIES, INC.
CONTACT: DAVID ENGLAND
440 TAYLOR BLVD.
CAMPBELLSVILLE, KY 42718
PHONE: 270.465.8135
FAX: 270.465.6839
E-MAIL: steeple@cvilleindustries.com
EXTERIOR COLUMNS / RAILINGS
TRICORN BLACKSW6258SHERWIN WILLIAMS SEMI-GLOSS
PT-7
SAFETY RED-PITTSBURGH SEMI-GLOSS EXTERIOR - BOLLARDS & D-T CURB
PT-8 REALIST BEIGESW6078SHERWIN WILLIAMS SEMI-GLOSS EXTERIOR - CORNICE E.I.F.S.
PT-9
WT-9 BENGALA NEGROPORCELAIN TILE EXTERIOR - UNDER WINDOWS & AREA SURROUNDING D-T WINDOWROCA12x24
BRICK
E.I.F.S.
BR-1
EIFS-1
BRICK
EXTERIOR INSULATION
BELDEN BRICK JUMBO ROSEWOOD - BLENDA-06-14 MORTAR TO BE STANDARD GREY
FINISHING SYSTEM (E.I.F.S)- - FINE FINISH -
EXTERIOR CORNICE
PT-2 EGGSHELL AMHERST GRAYHC-167 DINING RM CEILINGS - OVERHEAD ITEMS
-
-
-
3100
SEE DESCR.FF-1 CONSOLIDECK SEE DESCR.
CLEAR
PURITAN GRAYQUARRY
WB-2 PORCELAIN TILE 6 x 36 JJ BARNWOOD BULLNOSEFLOORING SURFACES -
-
METRO 507
KEC DESIGN (NO SUBSTITUTION)
301 MERCURY DR.
SUITE 1
CHAMPAIGN, IL 61822
PHONE: 217.356.1640
FAX: 217.356.1661
E-MAIL: projects@kecdesign.com
WA
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PAINT
PAINT
PAINT
PAINT
PAINT
3/16" GROUT JOINTS - PREP FLOOR/BASE - DINING FLOOR WHEN USING FF-5
GRIND/SCRAPE FLOOR CLEAN. APPLY CONSOLIDECK LS DENSIFIER.
REINFORCED PLASTIC
3/16" GROUT JOINTS THROUGHOUT DINING AND RESTROOMS
C-1
VENDOR RESPONSIBILITY
BENJAMIN MOORE
CEILING TILE --PREP - 2'x4' GYPSUM BOARD, 1/2" THICK - WHITE - VINYL SURFACE-
GLOSS REDCERAMIC TILE 3x6 PREP - BUTTED TIGHT & GROUTEDCENIT CERAMICASWT-2 RED POPPY
GLOSS BLACKCERAMIC TILE 3x6 DINING ROOM - BUTTED TIGHT & GROUTEDCENIT CERAMICASWT-3 BLACK BRIGHT
RESTROOM DOORS & FRAMES - REAR DOOR & FRAME (WHEN IN DINING)
BACK-OF-HOUSE WALLS - PREP SIDE OF MILLWORK WHEN SITE BUILT
CONCRETE
WALL GROUT
FF-4
BOSTIK SANDED GROUT TIMBER 1/8" GROUT JOINTS - HALF WALL- DINING SIDE
FLOORING SURFACES 6 x 36 JJ BARNWOODPORCELAIN TILE 1/8" GROUT JOINTS HALF WALL DINING SIDE - 1/3 BOND JOINT PATTERN
EXTERIOR - CORNICE E.I.F.S.
-
WT-4
WT-5
FF-2
METROPOLITANPANARIA CERAMICA 23 3/4 x 23 3/4 INFUSED
FLOOR GROUT
PORCELAIN TILE DINING & RESTROOMS WHEN CONCRETE SLAB IS NOT USABLE 3/16" JOINTS
BOSTIK SANDED GROUT FRENCH GRAY
-
3/16" GROUT JOINTS - DINING & RR WALL BASE TILE
WB-3 PORCELAIN TILE FLOORING SURFACES JJ BARNWOOD BULLNOSE 3/16" GROUT JOINTS THROUGHOUT RESTROOMS WHEN FF-5 IS USED
-
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-
6 x 12 COVED BASE-
WT-6 GLOSS WHITECERAMIC TILE 6x6CENIT CERAMICAS JJ WHITE RESTROOM - BUTTED TIGHT & GROUTED
POLISH CONCRETE TO 800 GRIT LEVEL. APPLY 2 COATS CONSOLIDECK
POLISHGUARD. FINAL POLISH W/ 800 GRIT. FILL ALL EXPANSION JOINTS
FLOOR GROUT BOSTIK SANDED GROUT TIMBER
BOSTIK
BOSTIK
COUNTERS / MILLWORK
MIDWEST CABINET CO., INC. (NO SUBSTITUTION)
CONTACT: CHAD GRIFFIN
1674 INDUSTRIAL AVENUE
OTTAWA, KS 66067
PHONE: 785.242.8181 EXT. 18
FAX: 785.242.8183
TRICORN BLACKSW6258SHERWIN WILLIAMS FLAT
PT-6 PAINT BEHIND MENU BOARD
REGAL SELECT
REGAL SELECT
WT-6A
WT-8A
WT-8
6x6CUSTOM MEN'S RESTROOM - BUTTED TIGHT & GROUTED - CUSTOM PRINTCERAMIC TILE CENIT CERAMICAS
CENIT CERAMICAS
CENIT CERAMICAS
CERAMIC TILE
CERAMIC TILE
JJ WHITE
JJ RED
3x6
3x6
RESTROOM - BUTTED TIGHT & GROUTED
RESTROOM - BUTTED TIGHT & GROUTED
GLOSS WHITE
GLOSS RED
GLOSS WHITE
WITH POLYUREA, SEMI-RIGID JOINT FILLING COMPOUND. FOLLOW ALL
MFR. QUIDELINES
C-2 EXPOSED DINING ROOM PT-2AMHERST GRAYBENJAMIN MOORE EGGSHELLHC-167REGAL SELECT
A-3
PLAN AND SCHEDULE
FLOOR FINISH
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
FLOOR FINISH PLAN
1/4" = 1'-0"1
NORTH
K E Y E D N O T E S
S Y M B O L S L E G E N D
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
DOORS
CEILING FINISHES
SEE SHEET A-6 THRU A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
G E N E R A L N O T E S
1. ALL FLOORING FINISH MATERIAL SHALL BE INSTALLED AFTER
MILLWORK INSTALLATION.
2. COORDINATE WITH PLUMBING DRAWINGS FOR ALL FLOOR
DRAINS AND CLEAN OUT LOCATIONS.
3. ALL FLOOR JOINTS AND QUARRY TILE JOINTS SHALL BE 3/16".
4. ALL CABINETS (EXCEPT STAINLESS STEEL SODA CABINET) MUST
BE INSTALLED ON SUBSURFACE PRIOR TO TILE.
5. REFERENCE THE INSTRUCTION GIVEN IN THE BUILD-OUT
MANUAL WHEN LAYING OUT WALL AND FLOOR TILE.
6. WHEN FLOOR TILE MUST BE INSTALLED ON WOOD SUBSTRATE,
INSTALL 1
2" DUROCK, IF NOT PRESENT. IF EXISTING ENSURE IN
LIKE NEW CONDITION OTHERWISE REPLACE APPLICABLE
SHEETS.
1
2
3
4
5
6
7
START BULLNOSE QUARRY BASE TILE ON BOTH SIDES OF PREP
OPENING. CUT FIRST ROW OF QUARRY FLOOR TILE TO WIDTH
OF BULLNOSE BASE TILE.
NO FLOOR TILE UNDER MOP SINK.
PROVIDE (2) COATS UNDER MOP SINK.
SEALED CONCRETE UNDER COOLER/ FREEZER. PROVIDE (2)
COATS SEALER.
OUTLINE OF MILLWORK. (NO FLOOR TILE).
NOT USED.
GRIND/SCRAPE FLOOR CLEAN. APPLY CONSOLIDECK LS
DENSIFIER. POLISH CONCRETE TO 800 GRIT LEVEL. APPLY 2
COATS CONSOLIDECK POLISHGUARD. FINAL POLISH W/ 800
LEVEL GRIT. FOLLOW ALL MFR. GUIDELINES.
PROVIDE FLOOR TRANSITION - INSTALL SCHLUTER RENO-RAMP
- ALIGN LOW END OF RAMP TO BE FLUSH WITH CABINET -FLOAT
AS REQUIRED.
CUT WALL BASE TILE (BEHIND SODA CAB'T ONLY) TO 1" TALL TO
ALLOW SODA CAB'T TO SIT FLUSH AGAINST WALL TILE.
OUTLINE OF THE SODA CABINET. DO NOT INSTALL BASE TILE
ON SODA CABINET.
PROVIDE FLUSH TRANSITION - FLOAT AS REQUIRED .
EXTEND SUBWAY TILE TO 7'-6" BEHIND SODA CABINET- SEE
ELEVATIONS FOR FULL EXTENT.
NOT USED.
SEE SHEET A-10 FOR CORE DRILL LOCATIONS.
SUBWAY TILE ABOVE COUNTER ONLY.
TILE (WT-4) ON END OF MILLWORK TO BE INSTALLED AFTER
CASH COUNTER (ABOVE) AND/OR SODA CAB'T (ABOVE AND
BELOW, IF APPLICABLE.
INSTALL SHLUTER SHIENE AT VERTICAL TILE TRANSITION
KNEEWAL AND FULL HEIGHT WALL.
8
9
10
11
12
13
14
15
16
1
1
Reviewed by
SAFEbuilt
12/12/2019
F I X T U R E A N D E Q U I P M E N T S C H E D U L E
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EQUIPMENT NAME MANUFACTURER FIXTURE & EQUIPMENT PLAN NOTES:
FR
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PL
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.
1 READY ACCESS 131 DRIVE-UP WINDOW W/ AUTO. ELEC. LIGHT BEAM READY ACCESS SEE DETAIL E/A-11 ● ● ● ●
4 AVAYA 2554 FEATURE PHONE AVAYA REFER TO ELECTRICAL DRAWINGS ● ●
1 DRIVER SHELF MID-WEST PROVIDE SOLID BLOCKING- SEE ELEVATIONS & DETAIL B/A-10 ● ●
7 POS TERMINAL -120V (INSTALL DATA/POWER OUTLETS INSIDE CABINET)● ● ●
2 MOP RACKS KEC -● ●
1 34" HIGH CASH MILLWORK & COUNTER W/ DRAWERS MID-WEST REFER TO CABINET DRAWINGS ● ●
1 42" HIGH HALF WALL MILLWORK MID-WEST / SITE
BUILT REFER TO CABINET DRAWINGS ● ●
1 METRO DESK AND SHELVES METRO PROVIDED BY KEC EQUIPMENT - SEE 4/A-1.1 ● ●
1 WATER HEATER - "LOW BOY"A.O. SMITH REFER TO PLUMBING DRAWINGS ● ● ●
1 ICE/BEVERAGE UNIT - COUNTERTOP STYLE -120V - CORD AND PLUG (C&P) (INSTALL OUTLET IN CABINET)
REFER TO PLUMBING DRAWINGS ● ● ●
1 FREESTANDING ICE/BEVERAGE UNIT LANCER 2300 120V - (C&P)-(INSTALL OUTLET ON WALL BEHIND ICE
MACHINE-12" A.F.F.) COKE TO PROVIDE S/S STAND FOR UNIT ● ● ●
1 RPI AIR MERCHANDISER KEC BELOW FRONT COUNTER - 115V ● ●
1 SNEEZE GUARD CUSTOM 31"-24"-31" CONFIGURATION ● ●
4 CUP DISPENSERS SAN JAMAR -● ●
2 WALL MOUNTED CUP DISPENSERS SAN JAMAR -● ●
2 SIDE LOADING BREAD RACK KEC -●
2 91" REFRIG. PREP TABLE AND 12"x 91" S.S. OVERSHELF KAIRAK 120V-1/2 HP ● ●
2 STAINLESS 24"x30" S.S. TABLE ELKAY -●
1 STAINLESS 48"x24" S.S. TABLE ELKAY -●
1 STAINLESS 60"X30" SLICER TABLE ELKAY -●
1 4 DECK OVEN/PROOFER COMBINATION PIPER PRODUCTS 208V - 3 PH - WIRE TO DISCONNECT ● ● ●
1 BAG-N-BOX CARBONATE STOR.- -●
1 BULK C02 SYSTEM - -● ●
1 SURFACE MOUNT FILL BOX PART # 9722279 STAINLESS STEEL BOX CONSTRUCTION - BRASS FILL FITTING.
VERIFY EXACT LOCATION IN FIELD ● ●
2 CARBONATOR COKE SEE DETAILS ON A-1.1 AND P-1 ● ● ● ●
1 ICE MAKER (WATER-COOLED) & ICE STORAGE BIN HOSHIZAKI SEE E-SHEETS FOR POWER REQ'TS
1/2" C.W. - 3/8" COND. DRAIN - 1" BIN DRAIN ● ● ● ●
1 DELFIELD SS SODA CABINET - 71" IN LENGTH (UNFINISHED BACK)DELFIELD 1475723 3/8" COND. DRAIN - 1" BIN DRAIN ● ● ● ●
2 STAINLESS HAND SINK w/ FAUCET UNIVERSAL 1/2" C.W.● ● ●
1 Z1996-24 MOP SINK w/ ZURN Z1996-SF FAUCET ZURN REFER TO PLUMBING DRAWINGS ● ● ●
2 MOP HEAD HOOKS KEC INSTALL BENEATH THE WH SHELF, ABOVE FAUCET -
SEE 5/A-1.1 ● ●
1 "L" STAINLESS 3 COMPARTMENT SINK ELKAY 1/2" C.W. - 1/2" H.W. - (3) 1 1/2" DRAIN- (2) 24" WIDE DRAIN BOARDS ● ● ●
1 STAINLESS VEGETABLE PREP SINK WITH SPLASH GUARD ELKAY
1/2" C.W. - 1/2" H.W. - (3) 1 1/2" DRAIN- (1) 18" WIDE DRAIN BOARDS ● ● ●
1 SINK FAUCET (ZURN Z842H1.0002 w/OVERHEAD SPRAYER)ZURN REFER TO PLUMBING DRAWINGS ● ● ●
2 SINK FAUCET (Z842H1-15F)ZURN REFER TO PLUMBING DRAWINGS ● ● ●
1 1 DOOR REACH - IN REFRIGERATOR W/ 10 PANS HOSHIZAKI
115V (RECEPT. @ 72" A.F.F.)● ●
1 5' x 6' x 7'-6" TALL WALK-IN FREEZER W/ ELECTRIC DOOR KOLPAK
208/220V/1PH HP-WIRE TO J-BOX 120V-1P - WIRE TO
J-BOX ● ● ●
1 8' x 6' x 7'-6" TALL WALK-IN COOLER W/ ELECTRIC DOOR KOLPAK
208/220V/1PH HP-WIRE TO J-BOX 120V-1P - WIRE TO
J-BOX ● ● ●
3 DUNNAGE RACKS FOR FREEZER METRO -●
2 METRO SEAL RACKS FOR COOLER METRO -●
3 14"x42" WIRE SHELVING UNITS QUANTUM -●
1 18"x48" WIRE SHELVING UNITS QUANTUM -●
1 18"x60" WIRE SHELVING UNITS QUANTUM -●
2 DISPLAY WALL SHELVES (14"x42")METRO PROVIDE BLOCKING TO SECURE SHELVING UNITS -
SEE DETAIL 2/A-1.1 FOR MOUNTING HEIGHTS ● ●
1 DISPLAY WALL SHELVES (14"x48")METRO PROVIDE BLOCKING TO SECURE SHELVING UNITS -
SEE DETAIL 2/A-1.1 FOR MOUNTING HEIGHTS ● ●
1 #GSP-HD ELECTRIC SLICER BIZERBA 120V - 1/2 HP - CORD & PLUG ● ●
2 #T1755TBK PAPER TOWEL DISPENSER SAN JAMAR PROVIDE IN WALL BLOCKING ● ●
2 INTERNATIONAL 32 - BK W/ PUSH BUTTON SOAP DISPENSER UPDATE PROVIDE IN WALL BLOCKING ● ●
1 LOW TABLE FOR 4 (42" x 24")KEC -●
1 ADA LOW TABLE FOR 6 (65" x 24")KEC -●
8 BARSTOOLS (MOVABLE)KEC -●
10 ADA ACCESSIBLE CHAIRS KEC -●
1 CUNO #15 WATER FILTER CUNO ENSURE EASY ACCESS TO THIS FILTER CARTRIDGE
MOUNT TO WALL- TOP @ 8'-0" A.F.F.- SEE PLUMBING SHEETS ● ● ●
1 SOFFIT MOUNTED MENU BOARD MODAGRAPHICS SOFFIT MOUNTED - CENTEREDA ● ●
1 2'-0" X 8'-0" X 42" H COMMUNITY TABLE KEC REFER TO CABINET DRAWINGS AND SHEET A-10 ● ●
3 STANDING COUNTER POST KEC CORE DRILLED - SEE SHEET A-10 ● ●
1 UNDER COUNTER TRASH RECEPTACLE KEC -●
1 TRASH RECEPTACLE RUBBERMAID S3ET CLASSICS - OPEN TOP - 94L/25G ●
10 STAINLESS STEEL CORNER GUARDS ELKAY ON OUTSIDE CORNERS OF TILE IN PREP AREA ● ●
2 BATHROOM ACCESSORIES - NEW BOBRICK - ZURN REFER TO PLUMBING DRAWINGS AND SHEET A-5 ● ●
6 HCS-2 COAT HOOKS GAMCO -● ●
1 OUTDOOR DRIVE-THROUGH MENU BOARD -120 VAC, 60 HZ, 2 AMPS - VERIFY EXACT LOCATION -SEE D/A11 ● ● ●
1 OUTDOOR DRIVE-THROUGH SPEAKER POST AND MIC -
120 VAC, 60 HZ, 2 AMPS - VERIFY EXACT LOCATION -SEE B/A11 ● ● ●
1 ICED TEA BREWER BUNN-O-MATIC 120V - CORD AND PLUG (C&P)-(INSTALL OUTLET IN CABINET)
1800 WATTS, 15 AMPS, 5-15 RECEPTACLE ● ● ● ●
4 SEAMLESS STAINLESS STEEL ICED TEA DISPENSER BUNN-O-MATIC -●
4 SPEAKER -MUST BE MOUNTED AT +10'-0" AFF. SEE COM-1.● ●
1 VOLUME CONTROL - MUST BE AT MANAGER'S DESK. SEE COM-1.● ● ●
1 RECEIVER - MUST BE AT MANAGER'S DESK. SEE COM-1.● ● ●
1 PICKUP SHELF 34" x 18"KEC ●
1 COMMUNITY INVOLVEMENT WALL KEC SEE ELEVATIONS FOR EXACT PLACEMENT ●
1 24"x24" DUNNAGE RACK FOR CO2 TANK.METRO WITH 6" HIGH LEGS ●
1A
2
2A
3
4
5
5B
6
7
8
8A
9
10
11
11A
12
13
14A
14E
14.2
15A
16
16A
16B
16D
17
18
19
20
20A
21C
21D
21G
21H
22
23
23A
23C
23D
24D
24E
24G
26A
26B
27
28
29
30.2
30.5
32A
33
34
35
37A
38
39
40
41
42
43
44
45
49
50
53
54
55
58
59
60
FIRE
SPRINKLER
ROOM
16B6
43
6
54
55
24D
24D
24E24G
17
20
20A
7
4
34
16A
16 16D
7
5
23 23C23C
23C
23A
5
23D23D
29
19
28
3
26B
21D
21H
12
12
4
13
26A
26A
104
WOMEN
42
103
MEN
42
50
8
49 5018
21H21G
21C
27
14A
14A
14E
13
3
8A
3 POS
TERMINALS
AT DRIVER'S
SHELF
3
2
2A
41 11
53
9
35
3
11
41
1A
11A
41
29
19
28
3
53
53
53
53
30.2
30.5
37A 38
58
40
32A
32A
3333
3333
102
BACKROOM
101
PREP
100
DINING
41
41
41
41
59
FE
8
FE
8
1
39
2
60
45
44
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
A-4
AND SCHEDULE
EQUIPMENT PLAN
EQUIPMENT PLAN
1/4" = 1'-0"A
NORTH
K E Y E D N O T E S
G E N E R A L N O T E S
1. PORTABLE FIRE EXTINGUISHERS SHALL BEAR THE LABEL
OF AN APPROVED AGENCY, BE AN APPROVED TYPE, AND
BE INSTALLED IN A LOCATION VISIBLE AND ACCESSIBLE
TO THE OCCUPANTS. FINAL LOCATION BY FIRE
PREVENTION BUREAU. PER I.F.C. 906.1
2. PORTABLE FIRE EXTINGUISHERS HAVING A GROSS
WEIGHT NOT EXCEEDING 40 LBS. SHALL BE INSTALLED
SO THAT ITS TOP IS NOT MORE THAN 5' ABOVE THE
FLOOR. PORTABLE FIRE EXTINGUISHERS HAVING A
GROSS WEIGHT EXCEEDING 40 LBS. SHALL BE INSTALLED
SO THAT ITS TOP IS NOT MORE THAN 3.5' ABOVE THE
FLOOR. THE CLEARANCE BETWEEN THE FLOOR AND THE
BOTTOM OF INSTALLED HAND-HELD EXTINGUISHERS
SHALL NOT BE LESS THAN 5".
3. PROVIDE MIN. (2) TYPE 2A 10BC FIRE EXTINGUISHERS
WITH MAX TRAVEL DISTANCES OF 75' (150' O.C.)
MOUNTED BETWEEN 5" AND 5' AND NOT PROTRUDE
MORE THAN 4" INTO A CIRCULATION PATH WHEN
LEADING EDGE BETWEEN 27" AND 80" A.F.F. HARDWARE
TO F.E.C. SHALL BE AT ACCESSIBLE HEIGHTS /
LOCATIONS. REFER TO DETAIL 5/A-1 FOR MOUNTING
INFORMATION.
4. THE MODULAR MILLWORK COMPONENTS ARE
CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND
ARE INSTALLED BY THE G.C. LOCATE MODULAR
COMPONENTS AS INDICATED.
5. TOILETS, URINALS, HAND SINKS, 3-COMPARTMENT &
PREP SINKS, MOP BASIN AND PERMENANT COUNTERS
AND CABINETS MUST BE SEALED TO FLOORS/ WALLS
WITH A SILICONE CAULK SEAL.
6. PROVIDE VAPOR PROOF FLUORESCENT LIGHTING IN
COOLER & FREEZER MAINTAIN AIR SPACE PER MFR.'S
RECOMMENDATION.
7. IF HAND SINKS HAVE SPRING-LOADED FAUCETS, THEY
WILL RUN FOR A MINIMUM OF 15 SECONDS
8. GENERAL CONTRACTOR TO ENSURE THAT ALL CO2 LINES
ARE CONCEALED WITHIN WALLS. CONTRACTOR SHALL
FIELD VERIFY EXACT ROUTING PRIOR TO BID.
9. ALL OUTSIDE TILE CORNERS IN PREP ARE TO HAVE SS
CORNER GUARDS INSTALLED.
10.HOT WATER AND DRAIN PIPES EXPOSED UNDER SINK
MUST BE INSULATED TO PROTECT AGAINST CONTACT.
S Y M B O L S L E G E N D
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
DOORS
CEILING FINISHES
SEE SHEET A-6 THRU A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
NOTE:
REFER TO JJ's BLOCKING CHECKLIST
IN BUILD-OUT MANUAL FOR
ADDITIONAL MEASUREMENTS AND
DETAILS
FIRE EXTINGUISHER
1/2" = 1'-0"1
FULLY RECESSED ELECTRICAL PANELS.
A.D.A. ACCESSIBLE SEATING.
HAND SINK WITH SOAP AND PAPER TOWEL DISPENSER WITH 6"
S/S SPLASHGUARDS EACH SIDE.
CONTRACTOR TO PROVIDE S/S CLOSURE PIECES TO SEAL AIR
SPACE BETWEEN WALL AND COOLER/FREEZER. PROVIDE
CONTINUOUS CLEAR SEALANT.
WALK-IN COOLER/FREEZER NOTES:
- ALL WALK-IN DOORS WILL HAVE INTERIOR/EXTERIOR 36" HIGH
DIAMOND TREAD KICK PLATES.
- ALL WALK-INS WITH FLOORS WILL HAVE INTERIOR DOOR
RAMPS AT ANY DOORS (OTHER THAN THE FREEZER DOOR IN A
SHOTGUN APPLICATION).
- THE STAINLESS STEEL FINISH OPTIONAL TO BE DETERMINED
BY FRANCHISEE.
- ALL LIGHT FIXTURES WILL BE L.E.D. WHEN A SEPARATE CEILING
MOUNTED FIXTURE IS REQUIRED, IT TOO WILL BE L.E.D.
CO2 FILL STATION ON THE EXTERIOR OF THE BUILDING FOR THE
BULK CO2 TANK. PROVIDE EXTERIOR FILL BOX CONNECTION.
VERIFY/COORDINATE EXACT LOCATION WITH JIMMY JOHN'S
PRIOR TO INSTALLATION.
HANG LADDER - VERIFY WITH FRANCHISEE.
FIRE EXTINGUISHER SEE 1/A-4.
NOTE:
CONTRACTOR TO CONFIRM TYPE OF WALK-IN
COMPRESSOR CONFIGURATION WITH
EQUIPMENT SUPPLIER AND FRANCHISEE.
OPTIONS ARE REMOTE AND DIRECTED
MOUNTED. REFERENCE SHEET MEP-3 FOR
ALTERNATE COMPRESSOR INSTALLATION.
2
NOTE:
1. HEAVY FLOOR MOUNTED EQUIPMENT SUCH AS REFRIGERATED MAKE TABLE COOLERS, REACH-IN COOLERS AND FREEZERS, AND EQUIPMENT STANDS/TABLES, MUST
BE MOUNTED ON CASTERS TO ALLOW FOR MOBILITY AND EASY CLEANING OF THE EQUIPMENT, SURROUNDING SURFACES AND ADJOINING EQUIPMENT.
2. LARGE CO2 TANK AND WATER HEATER MUST BE PROVIDED WITH SIX-INCH LEG KITS TO PERMIT EASY CLEANING.
3. HEAVY COUNTER MOUNTED EQUIPMENT SUCH AS SOFT DRINK CARBONATORS AND ICE BEVERAGE DISPENSERS, MOUNTED ON STANDS, WHICH CANNOT BE EASILY
MOVED FOR CLEANING MUST BE INSTALL ON FOUR-INCH SANITARY LOAGS OR NEATLY SEALED TO COUNTERS TO FACILITATE CLEANING.
4. HARD TO CLEAN SPACES OR GAGS AROUND EQUIPMENT, COUNTERS, UTILITIES AND PLUMBING MUST BE ELIMINATED TO PROVIDE FOR EASY CLEANING - ALL
EQUIPMENT, CABINETS OR COUNTERS THAT ARE NOT MOUNTED ON CASTER OR ARE NOT EASILY MOVEABLE (CURB MOUNTED OR LEGS) MUST BE:
A. NEATLY SEALED TO ADJOINING WALLS, EQUIPMENT, CABINETS, OR COUNTERS
B. SPACED IN ACCORDANCE WITH SECTION 4-402.11 OF THE RULES AND REGULATIONS SO THE SURFACES OF THE FLOORS, WALLS AND EXTERIOR SURFACES OF
EQUIPMENT AND CABINETS CAN BE EASILY CLEANED,
C. NEATLY SEALED TO WALLS, EQUIPMENT, CABINET, OR COUNTERS.
1
1
2
1
2
Reviewed by
SAFEbuilt
12/12/2019
NOTES:
1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH
THEIR BACKGROUND
2. RAISED CHARACTERS SHALL BE 48" MIN. ABOVE THE
FLOOR MEASURED TO THE BASELINE OF THE LOWEST
RAISED CHARACTER AND 60" MAXIMUM ABOVE THE
FLOOR, MEASURED TO THE BASELINE OF THE HIGHEST
RAISED CHARACTER.
3. SYMBOLS ARE TO BE DISTINCTLY DIFFERENT FROM
THE DOOR IN COLOR AND CONTRAST
4. PROVIDE ROOM IDENTIFICATION SIGN ON LATCH SIDE
OF DOOR LETTERS AND NUMBERS ON SIGNS SHALL BE
RAISED 1/32" MIN. AND SHALL BE A MIN. OF 5/8" TALL.
LETTERS SHALL BE SANS-SERIF UPPERCASE
CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE
5. LOCATE RAISED AND BRAILLE CHARACTERS, SIGNS
ON THE WALL NEAREST TO THE LATCH SIDE OF THE
DOOR
CL
ADA SIGN
ADA ROOM
IDENTIFICATION
SIGN
LATCH SIDE
OF DOOR
GRADE 2 BRAILLE1/4" THICK SIGNS
2
5
4
3
A-5
1
9
7 6
1
2
8
5
1
5
3
7
6
1
2
9
A-5
2
103
MEN
104
WOMEN
1 58
2
4
3
3
TOILET INTERIOR ELEVATION
6"
WT-6
WT-7
8'-0" A.F.F.
CEILING HT.
TYP.
WB-2
FF-2
6X6 WHITE WALL
TILE
THROUGHOUT
THE ENTIRE RR
WALLS AND
DOWN BEHIND
THE BASE TILE,
TYPICAL
SEE TEMPLATE "E"
FOR WALL FINISH
8'-0" A.F.F.
CEILING HT.
SEE TEMPLATE "E"
FOR WALL FINISH
34
"
M
A
X
.
15"
MIN.
29
"
M
I
N
.
27
"
C
L
R
.
40
"
M
A
X
.
TO
R
E
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
18"
1'-0"
3'-0"
48
"
SI
D
E
A
P
P
R
O
A
C
H
9
17
"
-
1
9
"
SE
A
T
TO
P
8'-0" A.F.F.
CEILING HT.
3'-6"
SEE TEMPLATE "E"
FOR WALL FINISH
2'
-
9
3
/
4
"
3'
-
4
"
18
"
19
"
MA
X
8
3
3'-6"1'-0"
3'-4"
8'-0" A.F.F.
CEILING HT.
SEE TEMPLATE "E"
FOR WALL FINISH
17
"
-
1
9
"
SE
A
T
TO
P
SEE TEMPLATE "E"
FOR WALL FINISH
8'-0" A.F.F.
CEILING HT.
SEE TEMPLATE "E"
FOR WALL FINISH
34
"
M
A
X
.
15"
MIN.
29
"
M
I
N
.
27
"
C
L
R
.
40
"
M
A
X
.
TO
R
E
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
18"
48
"
SI
D
E
A
P
P
R
O
A
C
H
9
17
"
-
1
9
"
SE
A
T
TO
P
8'-0" A.F.F.
CEILING HT.
4'-0"
SEE TEMPLATE "E"
FOR WALL FINISH
2'
-
9
3
/
4
"
3'
-
4
"
18
"
19
"
MA
X
8
3
3'-6"1'-0"
3'-4"
8'-0" A.F.F.
CEILING HT.
SEE TEMPLATE "E"
FOR WALL FINISH
17
"
-
1
9
"
SE
A
T
TO
P
8'-0" A.F.F.
CEILING HT.
8'-0" A.F.F.
CEILING HT.
2'-0"
1'-0"
3'-0"
2'-0"
A-5
AND ELEVATIONS
RESTROOM PLAN
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
T
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
K E Y E D N O T E S
G E N E R A L N O T E S
S Y M B O L S L E G E N D
1
2
3
5'-0" REQUIRED A.D.A. TURNING RADIUS.
30"x48" REQUIRED A.D.A. CLEAR ACCESS.
56"x60" REQUIRED A.D.A. CLEAR ACCESS.
X
X
KEY NOTES
WALL DECORS-
FINISHES
FLOOR FINISHES
EQUIPMENT -
X
DOORS
CEILING FINISHES
SEE SHEET A-8
NOTE: SEE SHEET A-3 FOR ALL FINISHES
SEE SHEET A-4X
ENLARGED PLAN
3/8" = 1'-0"A
ADA SIGNAGE DETAIL
1/4" = 1'-0"B
1. SEE SHEET A-6 TO A-8 FOR ALL WALL FINISHES.
2. SEE SHEET A-1 FOR WALL LEGEND & NOTES.
3. LAVATORY MIRRORS TO BE MOUNTED SO THAT
REFLECTING SURFACE IS 40" MAX. ABOVE THE FLOOR.
4. RESTROOMS SHALL HAVE PERMANENT ROOM IDENTIFICATION
ADJACENT TO PULL SIDE OF DOOR 60" A.F.F. TO CENTER OF
SIGN. PER A.D.A. REQUIREMENTS. SEE SHEET A-5.
5. PROVIDE FIRE TREATED WOOD BLOCKING AT ALL
GRAB BAR AND ACCESSORIES LOCATIONS.
6. WALL TILE TO BE BUTTED TIGHT, THEN GROUTED.
7. REFERENCE THE INSTRUCTIONS GIVEN IN THE JIMMY JOHN'S
BUILD OUT MANUAL WHEN LAYING OUT WALL AND FLOOR TILE
8. SILICON THE TOILET TO THE FLOOR.
9. REFER TO JJ's BLOCKING CHECKLIST IN BUILD-OUT MANUAL
FOR ADDITIONAL MEASUREMENTS AND DETAILS.
WOMEN'S TOILET
3/8" = 1'-0"1
MEN'S TOILET
3/8" = 1'-0"2
2740TOILET PAPER DISPENSER BOBRICK
COLOR/STYLE
T O I L E T A C C E S S O R Y S C H E D U L E
MODEL NO.ACCESSORY MANUFACTURER SIZE/REMARKS
INTERNATIONAL 32SOAP DISPENSER UPDATE
MIRROR AT TOILET LAVATORIES BOBRICK
150 SERIESACCESSIBLE GRAB BARS GAMCO
LAVATORY WALL HUNG
INSULATION TRUEBRO
WHITE
WHITEHANDI LAV-GUARD
NOTE: ALL TOILET ACCESSORIES SHALL MEET ALL REQUIREMENTS OF THE ANSI 117 ACCESSIBILITY GUIDELINES AND ALL LOCAL CODE REQUIREMENTS.
(800) 340-5969
1 1/2"Ø x 42" LONG & 1 1/2"Ø x 36" LONG & LOCATED 35"
TO TOP OF GRAB BAR AFF w/ NON-SLIP SURFACE.
INSTALL PER PLAN ELEVATIONS. PROVIDE WALL
SUPPORT BLOCKING TO ALLOW BARS TO SUPPORT 250
POUNDS OF FORCE APPLIED IN ANY DIRECTION. GRAB
BAR MUST BE 1 1/2" CLEAR, FROM FINISHED FLOOR.
INSULATE THE P-TRAP AND ANGLE VALVES w/FULLY
MOLDED INSULATION KIT PER A.D.A.A.G. REQ'TS
150 SERIESVERTICAL GRAB BAR GAMCO
NO SUBSTITUTIONS ON ANY FIXTURES
#B-165 1830 18" x 30"- SHIM AS REQUIRED - PROVIDE FULL
PERIMETER CAULKING
-- --SEE PLUMBING SHEETS
18" VERTICAL - PROVIDE BLOCKING AS REQ'D
PROVIDE BLOCKING AS REQ'D
WALL MOUNT PROVIDE BLOCKING AS REQ'D
BK W/ PUSH BUTTON
CHROME TRIM
SEAT WHITE
WATER CLOSET (TANK TYPE)
BOWL, ELONGATED WITH
AQUAGUARD TANK LINER
Z5955SS (OPEN FRONT CHECK HINGE)
SEE PLUMBING SHEETS
FOR TOILET INFO
SEE PLUMBING SHEETS
FOR TOILET INFO
SEE PLUMBING SHEETS
FOR TOILET INFO
SEE PLUMBING SHEETS FOR TOILET INFO
PAPER TOWEL DISPENSER T1755TBKSAN JAMAR BK WALL MOUNT PROVIDE BLOCKING AS REQ'D
1
1
Reviewed by
SAFEbuilt
12/12/2019
NOTES:
1. DINING ROOM AND KITCHEN WALL TILE TO BE BUTTED TIGHT, THEN
GROUTED.
2. REFER TO SHEET A-3 FOR INTERIOR FINISH SCHEDULE. DRYWALL,
WALL, FINISHES TO EXTEND TO DECK/CEILING.
3. ALL OUTSIDE CORNERS OF WALL TILE IN CUSTOMER AREA MUST
RECEIVE BULLNOSE AND BASE MUST BE A BULLNOSE TILE W/ 45° MITER.
4. MUST FURR OUT AROUND BEAMS AT WALLS TO CREATE A BULKHEAD.
DRYWALL MUST EXTEND TO DECK/CEILING.
5. STRUCTURAL MEMBERS INTERSECTING DINING WALLS THAT DO NOT
ALLOW DRYWALL/FINISHES TO EXTEND TO DECK MUST BE FURR'D OUT
TO ALLOW CONTINUATION OF DRYWALL/FINISHES TO EXTEND TO
DECK/CEILING.
6. FULL SHEETS OF FRP ARE TO BE INSTALLED RESULTING IN ONLY
VERTICAL SEAMS. HORIZONTAL BREAKS IN FRP ARE NOT APPROVED.
GROUT FOR ALL WHITE, RED & BLACK WALL TILE
NOTE ON GROUT COLOR:
WT-7
WB-2
TYP.
FF-2
WT-1
WT-7
PT-3
WB-1
SE
E
A
-
2
SE
E
A
-
2
SE
E
A
-
2
CENTER SOFFIT
MENUBOARD WITHIN
PAINTED (PT-6)
ANGLED BULKHEAD
CASH COUNTER
WB-1
WT-1
TYP.
WT-7
FF-2
WB-2
WB-1
SE
E
A
-
2
FRP - SMOOTH FACE
3/4" PLYWOOD BLOCKING - SEE 3
/ A-1.1 (TYP.)
PT-3
TYP.
BULLNOSE
(TYP)
WT-7
PT-3
WT-1
WT-1
BULLNOSE
TYP.
WT-7
WT-1 WT-1
WT-7
BULLNOSE
TYP.
WT-1
MITER TILE 45°
AT ALL OUTSIDE
CORNERS (TYP.)
WB-2
TYP.
FF-2
WT-1
(STACKED
BOND TYP.)
WT-7
BULLNOSE
PT-3
SE
E
A
-
2
5'
-
3
"
WT-2
WT-7 WT-3
PT-3
FRP WT-4
WT-5
WT-4
WT-5
WT-3
(STACKED
BOND TYP.)
WT-7
WT-1
WT-3
(STACKED
BOND TYP.)
BULLNOSE
(TYP)
EDGE
STOREFRONT
(TYP. FOR WT-1, WT-2, & WT-3)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
SE
E
A
-
2
PT-2
PAINT LINE
TYP.
PT-6
FF-3
FF-3
FF-3
**ALL INTERIOR SIGNAGE
SHOWN ON ELEVATIONS AND
ENTIRE SINTRA SIGN PACKAGE
TO BE PROVIDED BY OWNER
AND INSTALLED BY G.C.
±11'-8"
B.O. DECK
±10'-6"
B.O. JOISTS±11'-2"
B.O. BEAMS
±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
ST
O
R
E
F
R
O
N
T
SEE TEMPLATE "D"
FOR WALL FINISH
10
'
-
6
"
PA
I
N
T
L
I
N
E
SEE BACK
ROOM
ELEVATIONS
SEE TEMPLATE "D2"
FOR WALL FINISH
SS FINISH
EXTEND SUBWAY
TILE UP TO 7'-6"
AFF AS SHOWN
PAINT PT-2 ABOVE 10' 6" A.F.F.
@ DINING (TYP.)
7'
-
6
"
3'-2"
CL
COMMUNITY
WALL
42" X 72"
CATERING
26"x36"
7'
-
1
0
"
CL
CL
3'-6"
CL
7'
-
1
0
"
CL
EQEQ
±11'-8"
B.O. DECK
±10'-6"
B.O. JOISTS
±11'-2"
B.O. BEAM ±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
SEE TEMPLATE "D"
FOR WALL FINISH
10
'
-
6
"
PA
I
N
T
L
I
N
E
SEE BACK
ROOM
ELEVATIONS
SEE TEMPLATE "D"
FOR WALL FINISH
SS FINISH
EXTEND SUBWAY
TILE UP TO 7'-6"
AFF AS SHOWN
PAINT PT-2 ABOVE 10' 6"
A.F.F. @ DINING (TYP.)
ST
O
R
E
F
R
O
N
T
CENTER SOFFIT
MENU BOARD
PAINT BEHIND
MENUBOARD - PT-6
POP
233
4"x 293
4"
3"
3"
SEE TEMPLATE "Z"
FOR WALL FINISH
SEE TEMPLATE "Y"
FOR WALL FINISH
OBLIQUE VIEW
WT-4
WT-5
WT-4
WT-5
WT-4
WT-5
+7'-6"
B.O. SOFFIT
SEE TEMPLATE "D2"
FOR WALL FINISH
SEE TEMPLATE "D"
FOR WALL FINISH
10
'
-
6
"
PA
I
N
T
L
I
N
E
±11'-2"
B.O. BEAM
ST
O
R
E
F
R
O
N
T
±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
CENTER
SOFFIT MENU
BOARD
PAINT BEHIND
MENUBOARD - PT-6
POP
233
4"x 293
4"
OBLIQUE VIEW
SEE TEMPLATE "Z"
FOR WALL FINISH
SEE TEMPLATE "Y"
FOR WALL FINISH
EXTEND SUBWAY
TILE UP TO 7'-6"
AFF AS SHOWN
FINISH "D"
3"
3"
CL
CL
"THE ORIGINAL"
LOGO - 72"x48"
DECAL APPLIED
3 DAYS AFTER
FINAL PAINTING
(INSTALLED BY
GC)EQ
7'
-
1
0
"
EQ
WB-1 WT-4
WT-5
WT-4
WT-5 SS FINISH
FINISH "C"
+7'-6"
B.O. SOFFIT
SEE TEMPLATE "D2"
FOR WALL FINISH
SEE TEMPLATE "D"
FOR WALL FINISH
10
'
-
6
"
PA
I
N
T
L
I
N
E
PAINT PT-2 ABOVE 10' 6"
A.F.F. @ DINING (TYP.)±12'-6"
B.O. DECK
±10-6"
B.O. JOISTS BEYOND
±11-8"
B.O. DECK BEYOND
±11'-2"
B.O. JOISTS
±11'-2"
B.O. BEAM
ST
O
R
E
F
R
O
N
T
±11'-2"
B.O. BEAM ±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
OPEN TO
DINING
SEE TEMPLATE "D"
FOR WALL FINISH
10
'
-
6
"
PA
I
N
T
L
I
N
E
SEE TEMPLATE "D"
FOR WALL FINISH
SS FINISH
EXTEND SUBWAY
TILE UP TO 7'-6"
AFF AS SHOWN
±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
±11'-2"
B.O. BEAM
10
'
-
6
"
PA
I
N
T
L
I
N
E
SEE TEMPLATE "D2"
FOR WALL FINISH
A-6
ELEVATIONS
INTERIOR
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
8
0
5
1
7
42
0
S
T
E
A
M
E
R
D
R
I
V
E
,
S
U
I
T
E
1
0
0
ST
O
R
E
#
4
0
4
0
JI
M
M
Y
J
O
H
N
'
S
11
.
D
E
C
E
M
B
E
R
.
2
0
1
9
3
C
I
T
Y
C
O
M
M
E
N
T
9.
D
E
C
.
2
0
1
9
2
O
W
N
E
R
R
E
V
I
E
W
13
.
N
O
V
.
2
0
1
9
1
C
I
T
Y
/
H
E
A
L
T
H
C
O
M
M
E
N
T
S
305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
ELEVATION AT DINING
1/4" = 1'-0"1
ELEVATION AT DINING
1/4" = 1'-0"2
ELEVATION AT DINING
1/4" = 1'-0"4
ELEVATION AT DINING
1/4" = 1'-0"3
ELEVATION AT DINING
1/4" = 1'-0"5
ELEVATION AT DINING
1/4" = 1'-0"6
Reviewed by
SAFEbuilt
12/12/2019
NOTES:
1. DINING ROOM AND KITCHEN WALL TILE TO BE BUTTED TIGHT, THEN
GROUTED.
2. REFER TO SHEET A-3 FOR INTERIOR FINISH SCHEDULE. DRYWALL,
WALL, FINISHES TO EXTEND TO DECK/CEILING.
3. ALL OUTSIDE CORNERS OF WALL TILE IN CUSTOMER AREA MUST
RECEIVE BULLNOSE AND BASE MUST BE A BULLNOSE TILE W/ 45° MITER.
4. MUST FURR OUT AROUND BEAMS AT WALLS TO CREATE A BULKHEAD.
DRYWALL MUST EXTEND TO DECK/CEILING.
5. STRUCTURAL MEMBERS INTERSECTING DINING WALLS THAT DO NOT
ALLOW DRYWALL/FINISHES TO EXTEND TO DECK MUST BE FURR'D OUT
TO ALLOW CONTINUATION OF DRYWALL/FINISHES TO EXTEND TO
DECK/CEILING.
6. FULL SHEETS OF FRP ARE TO BE INSTALLED RESULTING IN ONLY
VERTICAL SEAMS. HORIZONTAL BREAKS IN FRP ARE NOT APPROVED.
GROUT FOR ALL WHITE, RED & BLACK WALL TILE
NOTE ON GROUT COLOR:
WT-7
WB-2
TYP.
FF-2
WT-1
WT-7
PT-3
WB-1
SE
E
A
-
2
SE
E
A
-
2
SE
E
A
-
2
CENTER SOFFIT
MENUBOARD WITHIN
PAINTED (PT-6)
ANGLED BULKHEAD
CASH COUNTER
WB-1
WT-1
TYP.
WT-7
FF-2
WB-2
WB-1
SE
E
A
-
2
FRP - SMOOTH FACE
3/4" PLYWOOD BLOCKING - SEE 3
/ A-1.1 (TYP.)
PT-3
TYP.
BULLNOSE
(TYP)
WT-7
PT-3
WT-1
WT-1
BULLNOSE
TYP.
WT-7
WT-1 WT-1
WT-7
BULLNOSE
TYP.
WT-1
MITER TILE 45°
AT ALL OUTSIDE
CORNERS (TYP.)
WB-2
TYP.
FF-2
WT-1
(STACKED
BOND TYP.)
WT-7
BULLNOSE
PT-3
SE
E
A
-
2
5'
-
3
"
WT-2
WT-7 WT-3
PT-3
FRP WT-4
WT-5
WT-4
WT-5
WT-3
(STACKED
BOND TYP.)
WT-7
WT-1
WT-3
(STACKED
BOND TYP.)
BULLNOSE
(TYP)
EDGE
STOREFRONT
(TYP. FOR WT-1, WT-2, & WT-3)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
SE
E
A
-
2
PT-2
PAINT LINE
TYP.
PT-6
FF-3
FF-3
FF-3
**ALL INTERIOR SIGNAGE
SHOWN ON ELEVATIONS AND
ENTIRE SINTRA SIGN PACKAGE
TO BE PROVIDED BY OWNER
AND INSTALLED BY G.C.
±11'-8"
B.O. DECK
±10'-6"
B.O. JOISTS
B.O. BEAMS
±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
ST
O
R
E
F
R
O
N
T
SEE TEMPLATE "D"
FOR WALL FINISH
10
'
-
6
"
PA
I
N
T
L
I
N
E
PAINT PT-2 ABOVE 10' 6" A.F.F.
@ DINING (TYP.)
COMMUNITY
WALL
42" X 72"
CATERING
26"x36"
±11'-2"
WB-1
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
SEE TEMPLATE "X"
FOR WALL FINISH
OPEN TO
DINING
WB-1 WT-4
WT-5
SEE TEMPLATE "C"
FOR WALL FINISH
SEE TEMPLATE "G"
FOR WALL FINISH
+7'-6"
B.O. SOFFIT
ELECTRICAL
PANELS BEYOND
OBLIQUE VIEW
±11'-8"
B.O. DECK
±10'-6"
B.O. JOISTS
±11'-2"
B.O. BEAM ±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
SEE TEMPLATE "D"
FOR WALL FINISH
10
'
-
6
"
PA
I
N
T
L
I
N
E
PAINT PT-2 ABOVE 10' 6"
A.F.F. @ DINING (TYP.)
ST
O
R
E
F
R
O
N
T
SEE TEMPLATE "C"
FOR WALL FINISH
+7'-6"
B.O. SOFFIT
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
BLOCKING
(TYP.)
BLOCKING
(TYP.)
3'
-
0
"
3'
-
0
"
±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
SEE TEMPLATE "C"
FOR WALL FINISH
BLOCKING
(TYP.)
SEE TEMPLATE "D"
FOR WALL FINISH
10
'
-
6
"
PA
I
N
T
L
I
N
E
PAINT PT-2 ABOVE 10' 6"
A.F.F. @ DINING (TYP.)
±11'-2"
B.O. BEAM ±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
+7'-6"
B.O. SOFFIT
WB-1WB-1WT-4
WT-5
SEE TEMPLATE "X"
FOR WALL FINISH
OPEN TO
PREP
±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
SEE TEMPLATE "G"
FOR WALL FINISH
FINISH "G"
±12'-6"
B.O. DECK
±11'-2"
B.O. JOISTS
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
BLOCKING
(TYP.)
SEE TEMPLATE "C"
FOR WALL FINISH
SEE TEMPLATE "G"
FOR WALL FINISH
OPEN TO
BACK
ROOM
A-7
ELEVATIONS
INTERIOR
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
8
0
5
1
7
42
0
S
T
E
A
M
E
R
D
R
I
V
E
,
S
U
I
T
E
1
0
0
ST
O
R
E
#
4
0
4
0
JI
M
M
Y
J
O
H
N
'
S
11
.
D
E
C
E
M
B
E
R
.
2
0
1
9
3
C
I
T
Y
C
O
M
M
E
N
T
9.
D
E
C
.
2
0
1
9
2
O
W
N
E
R
R
E
V
I
E
W
13
.
N
O
V
.
2
0
1
9
1
C
I
T
Y
/
H
E
A
L
T
H
C
O
M
M
E
N
T
S
305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
ELEVATION AT DINING/ PREP
1/4" = 1'-0"1
ELEVATION AT DINING/ PREP
1/4" = 1'-0"3
ELEVATION AT DINING/ PREP
1/4" = 1'-0"2
ELEVATION AT PREP
1/4" = 1'-0"4
ELEVATION AT PREP
1/4" = 1'-0"5
ELEVATION AT PREP
1/4" = 1'-0"6
1
1
Reviewed by
SAFEbuilt
12/12/2019
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
SEE TEMPLATE "G"
FOR WALL FINISH
6 COAT
HOOKS
NOTES:
1. DINING ROOM AND KITCHEN WALL TILE TO BE BUTTED TIGHT, THEN
GROUTED.
2. REFER TO SHEET A-3 FOR INTERIOR FINISH SCHEDULE. DRYWALL,
WALL, FINISHES TO EXTEND TO DECK/CEILING.
3. ALL OUTSIDE CORNERS OF WALL TILE IN CUSTOMER AREA MUST
RECEIVE BULLNOSE AND BASE MUST BE A BULLNOSE TILE W/ 45° MITER.
4. MUST FURR OUT AROUND BEAMS AT WALLS TO CREATE A BULKHEAD.
DRYWALL MUST EXTEND TO DECK/CEILING.
5. STRUCTURAL MEMBERS INTERSECTING DINING WALLS THAT DO NOT
ALLOW DRYWALL/FINISHES TO EXTEND TO DECK MUST BE FURR'D OUT
TO ALLOW CONTINUATION OF DRYWALL/FINISHES TO EXTEND TO
DECK/CEILING.
6. FULL SHEETS OF FRP ARE TO BE INSTALLED RESULTING IN ONLY
VERTICAL SEAMS. HORIZONTAL BREAKS IN FRP ARE NOT APPROVED.
GROUT FOR ALL WHITE, RED & BLACK WALL TILE
NOTE ON GROUT COLOR:
WT-7
WB-2
TYP.
FF-2
WT-1
WT-7
PT-3
WB-1
SE
E
A
-
2
SE
E
A
-
2
SE
E
A
-
2
CENTER SOFFIT
MENUBOARD WITHIN
PAINTED (PT-6)
ANGLED BULKHEAD
CASH COUNTER
WB-1
WT-1
TYP.
WT-7
FF-2
WB-2
WB-1
SE
E
A
-
2
FRP - SMOOTH FACE
3/4" PLYWOOD BLOCKING - SEE 3
/ A-1.1 (TYP.)
PT-3
TYP.
BULLNOSE
(TYP)
WT-7
PT-3
WT-1
WT-1
BULLNOSE
TYP.
WT-7
WT-1 WT-1
WT-7
BULLNOSE
TYP.
WT-1
MITER TILE 45°
AT ALL OUTSIDE
CORNERS (TYP.)
WB-2
TYP.
FF-2
WT-1
(STACKED
BOND TYP.)
WT-7
BULLNOSE
PT-3
SE
E
A
-
2
5'
-
3
"
WT-2
WT-7 WT-3
PT-3
FRP WT-4
WT-5
WT-4
WT-5
WT-3
(STACKED
BOND TYP.)
WT-7
WT-1
WT-3
(STACKED
BOND TYP.)
BULLNOSE
(TYP)
EDGE
STOREFRONT
(TYP. FOR WT-1, WT-2, & WT-3)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
(1/2 BOND
TYP.)
SE
E
A
-
2
PT-2
PAINT LINE
TYP.
PT-6
FF-3
FF-3
FF-3
**ALL INTERIOR SIGNAGE
SHOWN ON ELEVATIONS AND
ENTIRE SINTRA SIGN PACKAGE
TO BE PROVIDED BY OWNER
AND INSTALLED BY G.C.
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
SEE A-4
T.O. WALK-IN
BOX
A-2
1
TURN 2'X4' CEILING GRID DOWN TO
TOP OF COOLER BELOW - ALIGN
WITH FACE OF COOLER, BRACE AS
REQUIRED. LAY IN WHITE 2'X4' EGG
CRATE PANELS - SECURE WITH
HOLD DOWN CLIPS
SEE TEMPLATE "G"
FOR WALL FINISH
SEE TEMPLATE "G"
FOR WALL FINISH
OPEN
TO
PREP
FINISH "G"
LADDER
6'
-
0
"
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
SEE TEMPLATE "G"
FOR WALL FINISH
LADDER
ELECTRICAL PANELS
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
SEE TEMPLATE "G"
FOR WALL FINISH
SEE TEMPLATE "C"
FOR WALL FINISH
SEE TEMPLATE "G"
FOR WALL FINISH
FINISH "G"
OPEN
TO
PREP
SEE TEMPLATE "G"
FOR WALL FINISH
10'-0"
ACT CEILING
AT PREP &
BACK ROOM
8'
-
0
"
TO
P
O
F
F
I
L
T
E
R
6'
-
0
"
A-8
ELEVATIONS
INTERIOR
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
8
0
5
1
7
42
0
S
T
E
A
M
E
R
D
R
I
V
E
,
S
U
I
T
E
1
0
0
ST
O
R
E
#
4
0
4
0
JI
M
M
Y
J
O
H
N
'
S
11
.
D
E
C
E
M
B
E
R
.
2
0
1
9
3
C
I
T
Y
C
O
M
M
E
N
T
9.
D
E
C
.
2
0
1
9
2
O
W
N
E
R
R
E
V
I
E
W
13
.
N
O
V
.
2
0
1
9
1
C
I
T
Y
/
H
E
A
L
T
H
C
O
M
M
E
N
T
S
305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
ELEVATION
4 1/4" = 1'-0"
AT BACKROOM
ELEVATION
1 1/4" = 1'-0"
AT BACKROOM
ELEVATION
2 1/4" = 1'-0"
AT BACKROOM
ELEVATION
5 1/4" = 1'-0"
AT BACKROOM
ELEVATION
3 1/4" = 1'-0"
AT BACKROOM
Reviewed by
SAFEbuilt
12/12/2019
1" X 1" ALUM
ANGLE
26 3/8"
21 3/8"
11
1
/
2
"
5 3/4"5 3/4"5 3/4"5 3/4"
26 3/8"
21 3/8"
11
1
/
2
"
5 3/4"5 3/4"5 3/4"5 3/4"
34
"
ADJ. SHELF
ADJ. SHELF
REMOVEABLE PANEL
BASE BY OTHERS
PL-3
PL
-
3
PL-3
PL
-
3
WHITE VENT
PL-3
WHITE 3MM
ADJ. SHELF
ADJ. SHELF
REMOVEABLE PANEL
BASE BY OTHERS
PL-3
PL
-
3
PL-3
PL
-
3
118 1/8"
CAESARSTONE JET BLACK
CAESARSTONE JET BLACK
32
3
/
4
"
SKEWED
2 9/16"
23"
3 1/2"
24 1/2"
3 1/2"
23"
2 9/16"
SKEWED
116"
32
3
/
4
"
118 1/8"
46 15/16"24 1/4"
TILE
TILE TILE34
"
TILE TILE BASE BY OTHERS
46 15/16"
CHIP PULLOUT SHELVES
TILE
CHIP PULLOUT SHELVES
1
8" FLAT ALUMINUM 1
8" FLAT ALUMINUM
5 3/4"5 3/4"
BASE BY OTHERS
5 3/4"
BASE BY OTHERS
5 3/4"
26 3/8"
PL-1
116"
24 1/2"28 7/8"
3 13/16"
SKEWEDSKEWED
3 13/16"
28 7/8"
12
"
12"
CUTOUT
FOR
VENT
118 1/8"
33 7/16"33 7/16"
19
1
/
8
"
19
1/8"
24 1/4"
30
1
/
4
"
34
"
32
3
/
4
"
30"
32"
11 1/2"
6
3
/
4
"
LOOSE FLOOR CLEAT 1/4" CEMENT BOARD
WHITE 3MM
WHITE INTERIOR
CAESARSTONE
JET BLACK TOP
BLACK INTERIOR
BLACK 3MM
1
8" ALUMINUM TRIM
1
4" BLACK ACRYLIC DIVIDERS
KV8900 12" SLIDES
30 1/2"
ADJ. SHELVES
9
3
/
8
"
18
"
3
3
/
4
"
29
"
13 1/2"
5
3
/
4
"
2 3/4"
25
3
/
4
"
32"
PL-1
3" BLACK
GROMMET
1" x 1" ALUMINUM
ANGLE
ACCESS
PANEL
34
"
30 1/2"
9"
VENT
6"
2 3/4"
SECURE ACCESS PANEL
WITH L-BRACKETS
PREP SIDE
DINING SIDE
FRAMING PLAN
SECTIONS
GROMMET
A-9
DETAILS
CABINET
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
T
E
S
P
A
R
K
,
C
O
L
O
R
A
D
O
8
0
5
1
7
42
0
S
T
E
A
M
E
R
D
R
I
V
E
,
S
U
I
T
E
1
0
0
ST
O
R
E
#
4
0
4
0
JI
M
M
Y
J
O
H
N
'
S
11
.
D
E
C
E
M
B
E
R
.
2
0
1
9
3
C
I
T
Y
C
O
M
M
E
N
T
9.
D
E
C
.
2
0
1
9
2
O
W
N
E
R
R
E
V
I
E
W
13
.
N
O
V
.
2
0
1
9
1
C
I
T
Y
/
H
E
A
L
T
H
C
O
M
M
E
N
T
S
305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
CUSTOMER ORDER COUNTER
1 1/2" = 1'-0"A
NOTE:
ALL PLYWOOD AND
DUROCK/HARDIEBACKER MUST BE
GLUED AND SCREWED TO
FRAMING (AT ALL CASH COUNTER
AND HALF-WALL FRAMING)
Reviewed by
SAFEbuilt
12/12/2019
7 3/8"
1
1
/
4
"
SF-1
SECTION
6
1
/
4
"
34
1
/
2
"
40
3
/
4
"
PREP SIDE
METAL
RUNNER
CHANNEL
42
"
DINING SIDE
SEE A/A-3 FOR MORE DETAILS
A/A-3
12" PLYWOOD
WALL TILE ON
5/8" DUROCK/
HARDIEBACKER
35 8" METAL STUDS
@ 16" O.C.
PROVIDE KNEEWALL
BRACES FROM
"COLUMBIA
ARCHITECTURAL
PRODUCTS" - INSTALL
@ 48" O.C. (MIN.)
3 5/8"
1"1"
A/A-3
5 3/8"
WOOD 2x4
TOP CAP
COUNTER TOP PLAN
7
3
/
8
"
PREP SIDE ELEVATION
SNEEZE GUARDS
40
3
/
4
"
42
"
1
1
/
4
"
ELECTRICAL BOXES
AND CUTOUTS BY EC
SF-1
CUSTOMER
ORDER
COUNTER
16
"
2 3/8"
6
1
/
4
"
FRP
BASE BY OTHERS
SNEEZEGUARD POST PLAN
2 7/8"2"30 1/4"23 1/4"30 1/4"
EQ
2"
EQ
1"1"
1"
34
1
/
2
"
KNEEWALL PLAN
5
3
/
8
"
119 1/4"
119 7/8"
120 3/8"
(FRAMING TO FRAMING)
(SUBSTRATE TO SUBSTRATE)
(TILE TO TILE)
FRP INSTALLED ON
1/2" PLYWOOD
3 5/8" METAL STUDS @ 16" O.C.
DINING SIDE
PREP SIDE
PREP SIDE
DINING SIDE
2"2"2"
DINING SIDE
PREP SIDE
119 7/8"(SUBSTRATE TO SUBSTRATE)
121 3/8"
5
3
/
8
"
121 3/8"
WT-4 & (WT-5 GROUT)
INSTALLED ON 5/8"
DUROCK/ HARDIEBACKER
VERTICAL GRAIN
WT-4 & (WT-5 GROUT)
BULLNOSE EACH SIDE -
INSTALLED ON DUROCK/
HARDIEBACKER BY G.C. -
FROM 34" AFF TO 40 3 /4" AFF)
DUROCK/
HARDIEBACKER (FULL
HEIGHT)
A-9.1
DETAILS
CABINET
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
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1
7
42
0
S
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A
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,
S
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1
0
0
ST
O
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#
4
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4
0
JI
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2
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9
3
C
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D
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C
.
2
0
1
9
2
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W
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V
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W
13
.
N
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V
.
2
0
1
9
1
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
NOTE:
TILE ON END OF MILLWORK
TO BE INSTALLED AFTER
CASH COUNTER (ABOVE)
AND/OR SODA CAB'T
(ABOVE & BELOW IF APP).
NOTE:
ALL PLYWOOD AND DUROCK/
HARDIEBACKER MUST BE GLUED
AND SCREWED TO FRAMING (AT
ALL CASH COUNTER AND
HALF-WALL FRAMING)
FRONT COUNTER WALL -SECTION
1 1/2" = 1'-0"A
FRONT COUNTER WALL
1" = 1'-0"B
Reviewed by
SAFEbuilt
12/12/2019
1
1
/
4
"
48"
4"
15
1
/
4
"
13"
1
1
/
4
"
41
1
/
2
"
SF-1
FRONT ELEVATION B1 SECTION B2
B2
A-10
4"
41
1
/
2
"
SF-1
5"5"
24"
10
"
10
"
"THE ORIGINAL GRANITE
BRACKET"
(https://originalgranitebracket.com)
- 12"x10"(10" LEG VERTICAL)
TABLE / STOOL POST3/16" THICK, 4 1/2"
DIA. STEEL COVER
PLATE, WELDED
TO COLUMN FOR FLOOR FINISHES
SEE SHEET A-3
ANCHORING
CEMENTCORE DRILL DETAIL
CONCRETE
SLAB
24"
SECTION AT COMMUNITY TABLE
3
1
/
4
"
40
1
/
2
"
1
1
/
4
"
2
1
/
4
"
1 1/2"
42
"
1"
PL-1 OR AS NOTED
POCKET
SCREWS
WOOD
BLOCKING
INTO APRON
2
1
/
4
"
1 1/4"
1 1/2"1"
1/2" SHOP PLYWOOD
SUBSTRATE
1-1/4" X 1-1/4"
WOOD BLOCKING
1"EASED EDGE
BIRCH APRON
3/16 x 3/16
CHAMFER ALL
AROUND TOP
BALTIC BIRCH
TABLE
SUPPORT POSTS WITH TOP
AND BOTTOM PLATES, EQUAL
SPACED - FINISH POWDER
COAT (FLAT BLACK), POSTS
ARE PROVIDED BY K.E.C.
CORE DRILL TO SLAB BY G.C.
PL-1 OR AS NOTED
C1
SUPPORT POSTS WITH TOP AND
BOTTOM PLATES, EQUAL SPACED -
FINISH POWDER COAT (FLAT BLACK),
POSTS ARE PROVIDED BY K.E.C.
CORE DRILL TO SLAB BY G.C.
C1
A-10
10
"
14
"
PL-1
1"
96"
24
"
24
1
/
2
"
36"36"13"12"
10
"
14
"
14
"
10
"
A-10
DETAILS
DRINK STATION COUNTER
3/4" = 1'-0"A
DRIVERS SHELF
1 1/2" = 1'-0"B
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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42
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S
U
I
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E
1
0
0
ST
O
R
E
#
4
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4
0
JI
M
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J
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11
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D
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C
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M
B
E
R
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2
0
1
9
3
C
I
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Y
C
O
M
M
E
N
T
9.
D
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C
.
2
0
1
9
2
O
W
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R
R
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V
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W
13
.
N
O
V
.
2
0
1
9
1
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
COMMUNITY TABLE
3/4" = 1'-0"C
Reviewed by
SAFEbuilt
12/12/2019
MAGNETIC LOOP BELOW
CONCRETE DRIVE -
CUT/REPLACE FINISH AS
REQUIRED TO MATCH EXISTING
MENU BOARD
SEE D/A-11
SPEAKER POST
SEE B/A-11
PIPE BOLLARD
SEE F/ A-11
6 0 °
3/4" COMMUNICATION
CONDUIT TO
COMMUNICATION
PANEL
PIPE BOLLARD
SEE F/ A-11
5'
-
0
"
1'
-
3
"
8"
4'-0"
16'-6"
2'
-
8
"
SMOOTH SLOPED MORTAR
CAP PAINTED PT-9 (2 COATS
MIN.)
6" ø STANDARD STL.PIPE FILLED
WITH CONCRETE AND PAINTED
PT-9 (2 COATS MIN.)
EXISTING PAVEMENT
18" ø CONCRETE FOOTING
(2) NO. 6 BARS 12" LONG EACH
WAY, WELD TO PIPE
1
1
/
2
"
9"9"
3"
M
I
N
.
3'
-
0
"
M
I
N
I
M
U
M
4'
-
0
"
1 '-3 "
5 '-0 "
MICROPHONE: 22 GA
RED & BLACK 2
CONDUCTOR- AUDIO
CABLE-OUTDOOR WIRE
GROUND WIRE (BLUE
OR BLACK)
SPEAKER: 22 GA WIRE,
COLOR IS GREEN &
WHITE
3/4" COMMUNICATION
CONDUIT TO RUN TO
COMMUNICATION PANEL
NOTE: SOLDER &
INSULATE BOTH
MAGNETIC LOOP
CONNECTION
FOR DUPLEX OPERATION
IMPORTANT: AUDIO CABLE MUST BE
SHIELDED, TWISTED PAIR AND THE
CABLE FOR THE MICROPHONE
MUST IN A SEPARATE CABLE. IF
THE MICROPHONE WIRING IS IN A
CABLE WITH OTHER PAIRS (BEING
USED ELECTRICALLY IN THE
SYSTEM), COMMUNICATION
PROBLEMS WILL OCCUR.
MAGNETIC LOOP
(COORDINATE REQ'TS
WITH J.J.'S
CONSTRUCTION
MANAGER)
PAINT CURB PT-9
5"
3"
5'-2"
5"4'-4"5"
1'
-
2
"
4'
-
7
"
10
"
5'
-
5
"
TOP
OF CURB
3/4" CONDUIT FOR 120
VAC POWER
PREFABRICATED
ANCHOR BOLT CAGE
PROVIDED BY G.C.
6" STUB-UP FOR
CONDUITS
1'-6"
1'-6"
3'
-
0
"
CONCRETE FOOTING
BY G.C.
VERIFY FROST
DEPTH PER LOCAL
CODE/ADJUST
G.C. TO COORDINATE
INSTALLATION OF
EQUIPMENT PER THE MAIN
STREET MENU SYSTEMS
REQUIREMENTS (A
PRODUCT OF THE
HOWARD COMPANY, INC.)
10 1/2"
LOOP SUPPORT
3/4" COMMUNICATION
CONDUIT FROM
COMMUNICATION PANEL
MAGNETIC LOOP
CONCRETE
SPEAKER STAND
3'
-
4
"
43
-
3
/
4
"
53-1/2"
7°
24-1/2"14-1/2"14-1/2"
1-
3
/
4
"
1-
7
/
1
6
"
3-
3
/
4
"
READY ACCESS 131
GLAZING ROUGH OPENING = 53-3/4" W x 38" H
MASONRY ROUGH OPENING = 54" W x 38-1/4" H
TWO STANDARD WINDOW HEIGHTS:
37-3/4" H WITH 18"W x 31"H SERVICE OPENING
43-3/4" H WITH 18"W x 37"H SERVICE OPENING
4-13/16"
MIN. DISTANCE FROM
TOP OF SILL TO
FINISHED FLOOR
4"
VERIFY ALL SHOWN
DIMENSIONS WITH READY
ACCESS 131 SERIES WINDOW
MANUFACTURER
2'
-
1
0
"
3'
-
0
"
3'
-
8
1
/
4
"
R
O
W
O
P
E
N
I
N
G
V.
I
.
F
.
INSTALL TILES ON THE SILL
RETURN TO THE WINDOW,
SEE TYP. WINDOW
ELEVATIONS DETAIL ON
SHEET A-6
TILES ON 5/8"
GYP. BD.
TILES ON 5/8"
GYP. BD.
S.S. CORNER GUARD
AROUND INTERIOR
OPENING - SEE A-4
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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42
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1
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3
C
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2
0
1
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
DRIVE THRU EQUIPMENT PLAN
1/2" = 1'-0"A
DETECTION/SPEAKER ISOMETRIC
N.T.S.C
SPEAKER POST DETAIL
N.T.S.B
DRIVE THRU MENU BOARD
N.T.S.D
PIPE BOLARD
3/4" = 1'-0"F
A-11
DETAILS
DRIVE THRU
DRIVE THRU WINDOW
3/4" = 1'-0"G
Reviewed by
SAFEbuilt
12/12/2019
STEAMER DRIVE
EXISTING
3-STORY
BUILDING
PROPOSED
JIMMY
JOHN'S
1,337 S.F.
EXISTING STAIRWELL
EXISTING FIRE
SPRINKLER ROOM
DRIVE THRU WINDOW -
SEE A-11
NEW MAGNETIC LOOP,
TIE TO COMMUNICATION
PANEL- SEE COM-1
EXISTING BLDG.
OVERHANG
EXISTING
TRASH
ENCLOSURE
EXISTING
TRASH
ENCLOSURE
EXISTING
PARKING LOT
NEW DRIVE THRU
MENU,ORDER BOX,
AND BOLLARDS,
SEE A-11
16'-6"
A-12
PLAN
SITE
NORTH
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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42
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A
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S
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1
0
0
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4
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B
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2
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9
3
C
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Y
C
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9.
D
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C
.
2
0
1
9
2
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V
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13
.
N
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V
.
2
0
1
9
1
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
EXISTING SITE PLAN
1/16"=1'-0"A
Reviewed by
SAFEbuilt
12/12/2019
FIRE
SPRINKLER
ROOM
101
PREP
102
BACKROOM
+10'-0" A.F.F.
B.O. CEILING
100
DINING
+10'-0" A.F.F.
B.O. CEILING
104
WOMAN
EF
2
3
1
EF
13
103
MEN
2
2
+8'-0" A.F.F.
B.O. CEILING
+8'-0" A.F.F.
B.O. CEILING
±11'-2" A.F.F.
B.O. JOISTS
±12'-6" A.F.F.
B.O. DECK
RTU
1 5
4
6
T
9 S1
100 8"
Ø
87
16
"
Ø
12" X 8"
TYP. (6)
S2
200
10
8
28
"
X
1
6
"
26
"
X
1
6
"
28"X16"
26"X16"
8"
Ø
16"Ø
9S1
100
R2
1500
R2
1500
9
10
"
Ø
10"Ø
9 S1
400
9 S1
400
9S1
400
87
11
±11'-2" A.F.F.
B.O. JOISTS
±12'-6" A.F.F.
B.O. DECK
10"Ø
46"X10"
9 S1
400 10"Ø
44"X10"
16
"
Ø
12
~~
2'-0"
6"
2"
MANUAL AIR VOLUME
DAMPER NEAR MAIN
DUCT, TYPICAL
DAMPER
ARM
CONTINUOUS ROD ON ALL
DAMPERS OVER 12" DIA.
MOUNT BOTTOM OF
DUCT AT 10'-14' AFFATTACH RIGID DUCT TO FLEX
DUCT WITH STRAP, TYP.
BRANCH DUCT
FLEXIBLE DUCT, MAX LENGTH
5'-0" TO BE USED IN VERTICAL
DROP ONLY
90° BEND MUST BE
RIGID ROUND DUCT.
SECURE WITH
(4) #10 SCREWSDIFFUSER T-RUNNER, TYPICAL
ACOUSTIC CEILING
TILE/ GRIDFIELD FABRICATED 6" SQUARE TO
ROUND ADAPTOR.
BRANCH DUCT
MAIN DUCT
ROUND BRANCH DUCT
DUCT UNDER BEAM OR CROSSOVER
RECTANGULAR MAIN / ROUND
BRANCH DUCT
RECTANGULAR BRANCH DUCT
"B
"
45°FL
O
W
FL
O
W
45°
EXISTING GIRDER
OR BEAM
RUN EXPOSE DUCT TIGHT
TO DECK/UNDER GIRDER
MANUAL VOLUME DAMPER
ON FITTING, TYPICAL
SADDLE TAP OR
SPIN-IN FITTING
ROUND BRANCH
MANUAL VOLUME
DAMPER
RECTANGULAR MAIN
DUCT
MAIN DUCT
BRANCH DUCT
1/4 OF "B"
(TYPICAL)
EXHAUST(MEN'S)
RUBBER-IN-SHEAR
VIBRATION ISOLATORS
EXHAUST FAN
FLEX. CONN.
EXHAUST(WOMEN'S)
EXISTING WALL
2ND FLOOR FRAMING
SIDEWALL DIFFUSER.
(S2) SEE SCHEDULE
SHEET METAL BOOT
TO MATCH DUCT -
45° ANGLE
24 GAUGE, ROUND
SINGLE WALL SPIRAL
SEAM DUCT. SEE
DWG'S. FOR SIZES.
NOTE:
MATERIALS AND INSTALLATION
SHALL BE PER SMACNA
STANDARDSSUPPORT FROM
STRUCTURE WITH 1/4"
THREADED ROD
1" WIDE 22 GAUGE
HANGER BAND
MAX 12'-0"
SPACING
SEAL ALL AROUND
WITH ELASTOMER
GASKET
5"
M-1
PLAN
MECHANICAL
MECHANICAL PLAN
1/4" = 1'-0"A
TYPICAL CEILING DIFUSER
1" = 1'-0"2
DUCT CONNECTION DETAILS
1" = 1'-0"3
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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0
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1
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0
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B
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.
2
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C
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D
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2
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.
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
NORTH
DAMPER
S-2
R-1
S-1
FLEXIBLE DUCT
SUPPLY AIR DIFFUSER
SYMBOL DESCRIPTION
RETURN AIR GRILLE 24x24
SUPPLY AIR DIFFUSER
DUCT SMOKE DETECTOR
EXHAUST AIR GRILLE
TEMPERATURE SENSORT
1. HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH ALL
TRADES.
2. CONTRACTOR TO COORDINATE WITH ARCHITECT FOR EXACT
LOCATION OF AHU AND ALL REQUIREMENTS.
3. ALL THREAD FOR DUCT WORK SUPPORTS ARE TO BE FASTENED
TO SOLID BLOCKING ABOVE DRYWALL.
SD
G E N E R A L N O T E S
H V A C L E G E N D
R O U N D D U C T
S P E C I F I C A T I ON
ALL EXPOSED DUCTWORK IN DINING AREA MUST BE ROUND SPIRAL.
SQUARE DUCT IS NOT APPROVED. ROUND SPIRAL MUST BE 24
GAUGE, SINGLE WALL, GALVANIZED STEEL, SPIRAL LOCK SEAM OR
SOLID WELDED CONSTRUCTION. ELBOWS SHALL BE STANDING
SEAM, GORED ELBOWS. GRILLE COLLARS SHALL BE ATTACHED TO
THE DUCTWORK WITH POP RIVETS WITH A FINISHING FILLET OF
ELASTOMER SEAL AT THE JUNCTION OF THE COLLAR TO THE DUCT.
DUCT-TO-DUCT JOINTS SHALL BE MADE WITH THE SPIRAL SEAM
ROTATED SO THAT THE STANDING SEAM FORMS A CONTINUOUS
HELICAL PATTERN ACROSS THE JOINT. ALL DUCTWORK AND
FITTINGS SHALL BE MANUFACTURED IN ACCORDANCE WITH
SMACNA'S HVAC DUCT CONSTRUCTION STANDARDS LATEST
EDITION. ALL EXPOSED ROUND DUCTWORK AND FITTINGS IN THE
SALES AREA SHALL BE CLEANED OF ALL OILS AND COATINGS PRIOR
TO INSTALLATION AND PROVIDED WITH A MILL PHOSPHITIZED FINISH
("PAINT GRIP", "ZINC GRIP", OR SIMILAR ETCH TREATMENT) TO
ALLOW THE DUCTWORK TO BE PAINTED.
K E Y E D N O T E SK E Y E D N O T E S
1
2
3
4
5
6
7
8
9
10
11
PROGRAMMABLE THERMOSTAT WITH CLEAR LOCK BOX -
COORDINATE RECESSED "J" BOX WITH ALL FINISH WALL
MATERIALS/DEVICES.
COORDINATE LOCATION OF CONDENSING UNITS ABOVE
FREEZER/COOLER WITH DUCT LAYOUT PRIOR TO ORDERING.
ROUTE RESTROOM EXHAUST TO ATMOSPHERE A MINIMUM OF
10'-0" FROM ANY FRESH AIR INTAKE- SEE 4/M-1.
EXISTING UNIT INSTALLED ON SECOND LEVEL GROUND
TERRACE, CONTRACTOR TO FIELD VERIFY EXACT LOCATION.
CONDENSATE PIPING- SEE 7/P-2. ALL LINES MUST BE RUN
WITHIN WALLS TO MOP SINK (TYP.). CONTRACTOR SHALL FIELD
VERIFY EXACT ROUTING OF PIPING PRIOR TO BID.
DUCT SMOKE DETECTOR IN RETURN DUCT. DUCT MOUNTED BY
MECHANICAL CONTRACTOR.
RECTANGULAR DUCT TO BE RUN AS TIGHT TO BOTTOM CHORD
OF JOISTS AS POSSIBLE. MECHANICAL CONTRACTOR TO
COORDINATE DUCT INSTALLATION WITH EXISTING CONDITIONS
AND OTHER TRADES PRIOR TO INSTALLATION.
PROVIDE EXTERNAL MINERAL FIBER INSULATION TO ACHIEVE A
MIN. R VALUE AS REQ'D BY CODE AND TO PREVENT
CONDENSATION - ONLY APPROVED ABOVE DROPPED CEILING.
SECTORIZED DAMPER FOR DIFFUSER- SEE 2/M-1 AND 3/M-1. TAP
BOTTOM OF DUCT FOR CONNECTION.
EXPOSED SPIRAL DUCT- SEE 1/M-1 - DUCTING TO BE RUN AS
TIGHT TO BOTTOM CHORD OF JOISTS AS POSSIBLE. RUN DUCT
ABOVE LIGHT FIXTURES BETWEEN SUPPORT CABLES.
TRANSITION FROM RECTANGULAR TO SPIRAL DUCT MINIMUM
12" BEHIND FACE OF WALL, AS HIGH AS POSSIBLE.
FIRE DAMPER AS REQUIRED.
RESTROOM EXHAUST
1/4" = 1'-0"4
NOTE:
CONTRACTOR TO CONFIRM TYPE OF WALK-IN
COMPRESSOR CONFIGURATION WITH
EQUIPMENT SUPPLIER AND FRANCHISEE.
OPTIONS ARE REMOTE AND DIRECTED
MOUNTED. REFERENCE SHEET MEP-3 FOR
ALTERNATE COMPRESSOR INSTALLATION.EXPOSED SPIRAL DUCT
1/4" = 1'-0"1
1
122
2
Reviewed by
SAFEbuilt
12/12/2019
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
M-2
AND SCHEDULES
MECHANICAL NOTES
G E N E R A L N O T E S
H V A C N O T E S
G E N E R A L M E C H A N I C A L C O N D I T I O N SM E C H A N I C A L S P E C I F I C A T I O N S
1. AIR BALANCING
A. CONTRACTOR SHALL PROCURE THE SERVICES OF AN INDEPENDENT NEBB OR AABC CERTIFIED AIR
BALANCE AND TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE
RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE/TEST AGENCIES REPORT TO P.S.S. PROJECT
MANAGER AND LANDLORD OPERATIONS DIRECTOR FOR REVIEW. MIN. OUTDOOR C.F.M. AND INDOOR
FAN C.F.M. SHALL BE PROVIDED AS SHOWN ON RTU SCHEDULE.
2. DUCTWORK
A. INSTALL ALL DUCTWORK IN COMPLETE CONFORMANCE WITH RECOMMENDED CONSTRUCTION
STANDARDS FOR RECTANGULAR AND ROUND SHEET METAL AND FLEXIBLE DUCTS IN ACCORDANCE
WITH SMACNA DUCT CONSTRUCTION STANDARDS AND ALL OTHER AUTHORITIES HAVING
JURISDICTION. FLEXIBLE DUCT SHALL NOT EXCEED 5'-0" IN LENGTH. MINIMUM SHEETMETAL THICKNESS
SHALL BE 26 GA.
B. ALL DUCT JOINTS LONGITUDINAL AND TRANSVERSE ARE TO BE SEALED USING 181A OR 181B LISTED
TAPES AND MASTICS. MECHANICAL FASTENERS MUST BE USED TO FASTEN DUCTS.
C. STRAP HANGERS SHALL NOT BE LESS THAN 1" BY 1/8" THICK ON SIX (6) FOOT CENTERS AND ATTACHED
TO SIDE OF DUCT WITH SHEET METAL SCREWS. INSULATED FLEXIBLE DUCT MAY BE USED FOR LOW
PRESSURE RUNOUTS TO INDIVIDUAL DIFFUSERS IN LENGTHS NOT TO EXCEED FIVE (5) FEET FOR EACH
DIFFUSER. SEAL ALL SHEETMETAL SCREW PENETRATIONS.
D. PROVIDE FLEXIBLE CONNECTION BETWEEN ALL FAN POWERED EQUIPMENT AND CONNECTING
DUCTWORK.
E. ALL INSULATION, JOINING MATERIALS, SEALER, ETC.. SHALL HAVE A U.L. FLAME SPREAD
CLASSIFICATION OF NO MORE THAN 25 AND A SMOKE DEVELOPMENT RATING NOT MORE THAN 50.
3. AIR DEVICES
A. SUPPLY DIFFUSERS: (TITUS AS STANDARD) SHALL BE FURNISHED WITH BAKED WHITE ENAMEL FINISH,
AND SHALL BE SELECTED FOR NECK VELOCITIES NOT EXCEEDING 800 FPM AND NOISE LEVEL OF NC-35
OR LESS.
B. SUPPLY DIFFUSERS SHALL BE ROUND NECK, STEEL, MODEL TMSAA, SIZED USING CRITERIA INDICATED
ABOVE FOR LAY-IN CEILING GRID TYPE CONSTRUCTION OR DRYWALL CEILING AS INDICATED ON DWG.
DIFFUSERS SHALL BE COMPLETE WITH ADJUSTABLE AIR PATTERNS AND VOLUME CONTROL DAMPERS.
C. RETURNS SHALL BE 22 INCH SQUARE NECK ALUM. MODEL 50F AND/OR AS NOTED ON PLANS AND AIR
DEVICE SCHEDULE. FACE VELOCITY OF RETURN REGISTERS SHALL NOT EXCEED 500 FPM. VOLUME
CONTROL DAMPER NOT REQUIRED FOR RETURN INSTALLATION EXCEPT WHERE NOTED.
D. COORDINATE LOCATION OF AIR DEVICES WITH LIGHTS, SPRINKLERS, SPEAKER, SMOKE DETECTORS,
ETC.
4. EQUIPMENT
A. REFER TO MECHANICAL PLANS FOR SPECIFICATIONS OF HVAC EQUIPMENT.
B. ALL NEW EQUIPMENT SHALL BE EQUIVALENT TO THE SPECIFIED ITEM. ANY ACCOMMODATIONS FOR
ALTERNATE MANUFACTURERS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
C. NEW PLATFORM EQUIPMENT SHALL HAVE VIBRATION ISOLATION MOST SUITABLE FOR THE
APPLICATION.
D. ALL EQUIPMENT SHALL BE INSTALLED ACCORDING TO MANUFACTURERS INSTRUCTIONS.
E. COORDINATE UNIT LOCATION WITH LANDLORD AND SITE CONDITIONS.
F. GAS PIPING SHALL BE SCHEDULE 40 (ASTM-A120) BLACK STEEL WITH 300 lb. MALLEABLE IRON BANDED
SCREWED OR WELD PATTERN FITTINGS AS APPLICABLE.
G. ALL PIPING AND FITTINGS LOCATED OUTDOORS AND ABOVE GRADE SHALL BE CLEANED FREE OF RUST
AND PAINTED. ALL FITTINGS TO BE MADE WITH PIPE JOINT COMPOUND. TEFLON TAPE NOT ALLOWED.
H. ROOF CURBS BY CONTRACTOR.
5. CONTROLS
A. PROVIDE CONTROLS AS SPECIFIED. SPECIAL CONTROL METHODS WILL BE ADDRESSED ON AN
INDIVIDUAL BASIS.
B. THE CONTRACTOR SHALL PROVIDE ALL 24V WIRING INCLUDING CONNECTIONS, CHECK, TEST AND
START-UP.
C. CONTRACTOR SHALL SUPPLY AND PROGRAM CONTROLS TO SATISFY THE ENERGY CODE REQUIRED BY
THE LOACAL ENERGY CODE. A 5°F DEADBAND SHALL BE PROGRAMMED WITH CAPABILITY OF 55°F
HEATING AND 85° COOLING SETBACK TMEPERATURES. CONTROLS SHALL ALSO HAVE AN ACCESIBLE 2
HOUR OCCUPANT OVERRIDE.
D. SCOPE OF WORK
A. FURNISH AND INSTALL A COMPLETE BAS FOR ALL HEATING, VENTILATING, AND AIR CONDITIONING
SYSTEMS AND OTHER FACILITY SYSTEMS AS HEREIN DESCRIBED. THE BAS SHALL UTILIZE DIRECT
DIGITAL CONTROL (DDC) AND ELECTRONIC ACTUATION. DDC SYSTEM SHALL PERFORM THE
SEQUENCES OF OPERATION AND BE PROVIDED WITH THE CONTROL POINTS AS LISTED IN THIS
SECTION. THE BASE SYSTEM DESIGN OF THE BAS SHALL INCLUDE THE FOLLOWING:
1. HEATING/COOLING RTU WITH DEMAND CONTROLLED VENTILATION.
E. SYSTEM DESIGN
A. IT IS THE DESIGN INTENT TO HAVE ONE DIGITAL CONTROLLER FOR EACH SPECIFIED CONTROL
SYSTEM. SPLITTING THE CONTROL POINTS ASSOCIATED WITH A PARTICULAR SYSTEM BETWEEN
DIGITAL CONTROLLERS SHALL NOT BE ALLOWED, EXCEPT FOR COMMON DATA POINTS SUCH AS
OUTDOOR AIR TEMPERATURE.
B. ALL DDC CONTROLLERS SHALL BE NETWORKED TOGETHER.
C. ALL ROOFTOP UNITS WITH DDC CONTROLLERS TO BE NETWORKED TOGETHER ON A COMMON
COMMUNICATION BUS AND SHARE A GLOBAL SCHEDULE.
F. USER INTERFACE
A. PROVIDE A MAIN LCD USER INTERFACE NETWORKED AND CAPABLE OF VIEWING ALL DDC
CONTROLLERS. INTERFACE TO HAVE CAPABILITIES OF CHANGING SETPOINTS, VIEWING
CONTROLLER ALARMS, AND SCHEDULING OCCUPANCY.
G. RTU WITH DEMAND CONTROLLED VENTILATION
A. SYSTEM DESCRIPTION
1. CONSTANT VOLUME ROOFTOP WITH DDC CONTROLLER
2. WALL-MOUNTED TEMPERATURE SENSOR IN THE SPACE
3. COMBINATION CO2 AND TEMPERATURE SENSOR MOUNTED NEAR THE RTU RETURN AND WIRED TO
THE RTU CONTROLLER IAQ INPUT FOR DEMAND CONTROLLED VENTILATION OPERATION.
B. SEQUENCE OF OPERATION
1. THE RTU CONTROLLER SHALL INCLUDE AN OCCUPANCY SCHEDULE ADJUSTABLE VIA THE
WALL-MOUNTED LCD INTERFACE.
2. DEMAND CONTROLLED VENTILATION
A. THE SPACE CO2 LEVEL SHALL BE COMPARED TO THE CO2 SETPOINT IN
THE RTU CONTROLLER. IF THE READING IS BELOW THE CO2 SETPOINT,
THE RTU SHALL MAINTAIN THE BASE VENTILATION RATE. IF THE READING IS AT/ABOVE
SETPOINT, THE RTU CONTROLLER SHALL MODULATE THE OUTSIDE AIR DAMPER OPEN TO REDUCE
THE CO2 READING IN THE SPACE.
B. THE RTU SHALL MODULATE THE PREHEAT CONTROL TO MAINTAIN THE DISCHARGE AIR
TEMPERATURE SETPOINT.
C. THE RTU'S ECONOMIZER CONTROL DETERMINES IF IT IS BENEFICIAL TO USE OUTSIDE AIR FOR
FREE COOLING. THE ECONOMIZER SHALL OVERRIDE THE DEMAND CONTROLLED VENTILATION
ALGORITHM TO MODULATE THE DAMPERS TO THEIR MAXIMUM POSITION.
1. THE GENERAL AND SPECIAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS SHALL BE INCLUDED
AS PART OF THESE DOCUMENTS.
2. ALL MATERIALS SHALL BE NEW, UNUSED, AND THE BEST OF THEIR RESPECTIVE KINDS AND FREE FROM
DEFECTS.
3. THE CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AIR DISTRIBUTION SYSTEM WITHIN THE
TENANT SPACE TO INCLUDE, BUT NOT LIMITED TO ALL DUCTWORK, HANGERS, INSULATION, VAPOR
BARRIER, SUPPLY DIFFUSERS, RETURN GRILLES, FLEXIBLE CONNECTIONS, AND CONTROL INSTALLATION
AS REQUIRED FOR A COMPLETE AND WORKING SYSTEM. THE CONTRACTOR SHALL PAY ALL FEES, GIVE
ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF
APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THIS CONTRACT. ALL WORK SHALL BE
FURNISHED AND INSTALLED IN FULL ACCORDANCE WITH ALL LAWS, ORDINANCES, RULES AND
REGULATIONS.
4. DRAWINGS ARE DIAGRAMMATIC ONLY, INTENDING TO SHOW GENERAL RUNS AND LOCATIONS OF THE
WORK AND ARE NOT INTENDED TO BE RIGID IN SPECIFIC DETAIL.
5. THE CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE SITE FOR HIS WORK BEFORE HAVING
SUBMITTED HIS PROPOSAL. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CONDITIONS FOUND
DURING THE COURSE OF THE CONTRACT.
6. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SITE AND BE RESPONSIBLE FOR THE
CORRECTNESS OF THE SAME.
7. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF HIS WORK WITH LIGHTING PLANS,
REFLECTED CEILING PLANS, LANDLORD'S SPRINKLER PLANS AND ALL OTHER TRADES.
8. THE INSTALLATION OF ALL EQUIPMENT AND MATERIALS REQUIRING ACCESS SHALL BE MADE IN SUCH
MANNER AS TO MAKE THE EQUIPMENT AND MATERIALS READILY ACCESSIBLE FOR OPERATION,
MAINTENANCE AND REPAIRS.
9. STORAGE OF CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE ONLY IN SPACES AS DESIGNATED
BY THE ARCHITECT/OWNER.
10. CONSTRUCTION DEBRIS AND RUBBISH GENERATED BY THE CONTRACTOR SHALL BE REMOVED FROM
PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED TO MAINTAIN A CLEAN AND WORKABLE AREA.
11. ALL WORK AND EQUIPMENT SHALL BE FULLY GUARANTEED FOR ONE (1) YEAR FROM THE DATE OF FINAL
PAYMENT AND ACCEPTANCE.
12. ALL WORK, INCLUDING INSIDE OF SUPPLY AIR DUCTS, AND EQUIPMENT WITHIN THE CONTRACT AREA
FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE CLEANED TO THE SATISFACTION OF THE
OWNER BEFORE TURNING SAME OVER TO THE OWNER.
13. CONNECT NEW WORK TO EXISTING IN A NEAT AND APPROVED MANNER.
14. INTERRUPTION OF HEATING, POWER AND AUXILIARY SYSTEMS WHERE AND IF REQUIRED SHALL BE
COORDINATED AND SHALL OCCUR ONLY DURING PREARRANGED ACCEPTABLE TIMES.
15. ALL DESIGN SHALL INCORPORATE CURRENT ASHRAE METHODS.
16. WHEN EXISTING DUCTWORK IS UTILIZED, SIZES SHALL BE AS SHOWN ON DWGS. AS MINIMUM
REQUIREMENT.
A. DUCT SIZES SHOWN ARE SHEET METAL DIMENSIONS. NOT DUCT LINER. REFER TO MECHANICAL
SPECIFICATIONS FOR DUCT INSULATION REQUIREMENTS.
B. PROVIDE SINGLE WALL TURNING VANES @ ALL ELBOWS AND TEES PER SMACNA STANDARDS.
C.DO NOT PROVIDE AIR EXTRACTORS OR SPLITTER DAMPERS WHICH PROTRUDE INTO RECTANGULAR
TRUNK DUCTS. PROVIDE ROUND SPIN-IN FITTINGS FOR ROUND BRANCH DUCTS.
D. ROUND BRANCH DUCTS ARE SAME SIZE AS DIFFUSER WHICH THEY SERVE.
E. CONTRACTOR SHALL FIELD VERIFY THE EXACT SIZE, LOCATION, AND CONDITION OF ALL EXISTING
EQUIPMENT, PIPING, DUCTWORK, ETC. TO BE REUSED, RETAINED OR CONNECTED TO.
F. CONTRACTOR SHALL COMPLY WITH ALL LANDLORD'S TENANT CRITERIA. COORDINATE AND SCHEDULE
ALL WORK WITH LANDLORD'S FIELD REPRESENTATIVE.
G. MAXIMUM FLEXIBLE DUCT LENGTH SHALL NOT EXCEED 5'-0". REFER TO MECHANICAL SPECIFICATIONS
ON SHEET M-2.
H. CONTRACTOR SHALL PROCURE THE SERVICES OF A APPROVED NEBB OR AABC CERTIFIED AIR
BALANCE & TESTING AGENCY TO BALANCE, ADJUST & TEST EQUIPMENT. CONTRACTOR SHALL BE
RESPONSIBLE FOR SUBMITTING 3 COPIES OF BALANCE/TEST AGENCIES REPORT TO TENANT PROJECT
MANAGER AND/OR LANDLORD'S REPRESENTATIVE FOR REVIEW.
I. BALANCING OF AIR DEVICES SHALL BE ACCOMPLISHED BY ADJUSTING BRANCH TAKEOFF DAMPER AT
MAIN TRUNK DUCT. DAMPERS IN THE NECKS OF AIR DEVICES SHALL BE USED FOR FINAL TRIM ONLY,
AND IN NO CASE FOR GREATER THAN 10% IF THE INDICATED VOLUME FOR THE INDIVIDUAL AIR DEVICE.
J.DO NOT ATTACH ANYTHING TO THE UNDERSIDE OF THE ROOF DECK. ALL LOADS AND BRACING MUST
BE ADEQUATELY SUPPORTED FROM THE BUILDING ROOF STRUCTURE.
K. GAS PIPING SHOWN IS FOR LOW PRESSURE GAS IN THE THE BUILDING. CONTRACTOR SHALL VERIFY
GAS PRESSURE PRIOR TO CONSTRUCTION. 2 PSIG MAY BE USED IF APPROVED BY AUTHORITIES. AND
AS APPROVED BY JIMMY JOHNS. PROVIDE PRESSURE REDUCING VALVES AT EACH APPLIANCE AND
VENT AS RECOMMENDED BY MFG. EXTEND NEW GAS LINE BACK TO EXISTING METER. VERIFY METER
SIZE WITH UTILITY COMPANY. CONNECT NEW GAS LINE TO EXISTING MANIFOLD.
L. ALL ROOF PENETRATIONS SHALL BE APPROVED BY LANDLORD AND DONE IN ACCORDANCE WITH ROOF
MANUFACTURERS RECOMMENDATIONS SO AS NOT TO VOID THE WARRANTY.
1. PROVIDE TESTING AND BALANCING FOR ALL AIR SYSTEMS. SUBMIT REPORTS TO ARCHITECT.
2. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF MAJOR MECHANICAL EQUIPMENT PRIOR TO
ORDERING.
3. SEE ALL OTHER DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK AND CLARIFICATIONS OR WORK
TO BE PERFORMED.
4. CONDENSATE FROM ROOFTOP EQUIPMENT SHALL DISCHARGE ONTO ROOF VERIFY WITH CITY CODE
OFFICIALS. IF OBJECTIONABLE, EXTEND CONDENSATE PIPE TO APPROVED FLOOR RECEPTOR, OR EXTEND
TO APPROVED EXTERIOR LOCATION. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF DIFFUSERS,
REGISTERS, GRILLES LOCATED IN THE CEILING GRID.
5. SEE ARCHITECTURAL ROOF PLAN AND DETAILS FOR LOCATION OF NEW ROOFTOP EQUIPMENT.
6. INSULATE LAST 5 FEET OF DUCT FROM TOILET ROOM EXHAUST DUCT WITH 1" THICK FIBERGLASS DUCT
WRAP. PROVIDE VAPOR BARRIER.
7. DUCTWORK LAYOUT SHOWN IS RECOMMENDED. ADJUST TO COMPLY WITH CITY CODE REQUIREMENTS
AND AS BUILT CONDITIONS.
COOK
GC220
1100 - -
115/1 N/A
COOK
GC220
1100 - -
115/1 N/A
NOTES
1. EXHAUST FAN CONTROLLED BY BATHROOM LIGHT SWITCH (V.I.F.)
1RESTROOM
REMARKSDRIVE TYPEELECTRICAL
V/P
FAN
AMPS
TOTAL STATIC
PRESSURE
(IN WC)
ACTUAL
CFM
MANUFACTURER/
MODEL#QNTAREA SERVEDTAG
NUMBER
1
E X H A U S T F A N S C H E D U L E
RESTROOM
EF
1
EF
2
LAY-IN T-BAR
DUCT MTD.
REMARKS
-
3
BORDER ACCESSORIES
26
26
STEEL
STEEL
MAT'L.
ADJ.
PATTERN
ADJ.
S-2
S-1
MARK
CEILING
SIDE
APPLICATION
TITUS/TMS
TITUS 300RL
MFR. / MODEL FINISH
RADIAL OPPOSED BLADE DAMPER
OPPOSED BLADE DAMPER
- DEVICES SHALL BE TITUS OR APPROVED EQUAL. SEE SPECIFICATIONS.
- FLEXIBLE OR RIGID RUNOUT DUCT SIZE SHALL BE SAME SIZE AS DIFFUSER NECK
UNLESS OTHERWISE SPECIFICALLY SHOWN ON DRAWINGS.
- MAXIMUM NC FOR ANY DEVICE WITH SPECIFIED CFM AND WIDE-OPEN DAMPER
SHALL BE NO GREATER THAN NC25.
- CEILING MODULE SHALL BE 24X24 UNLESS OTHERWISE NOTED.
- AIR PATTERN SHALL BE 4-WAY UNLESS SHOWN OTHERWISE ON DRAWINGS.
- DUCT MOUNTED AIR DEVICES SHALL BE INSTALLED AS SHOWN ON DETAIL.
-26STEEL-R-1 TITUS
-SIDEWALLSIDEWALL
LAY-IN T-BAR-26STEEL-R-2 CEILING TITUS
-
D I F F U S E R A N D G R I L L E S C H E D U L E
O.S.A. CALCULATIONS
ROOM
OCCUPANT
LOAD PER 1000
S.F.
TOTAL
SQ. FT.
TOTAL
OCCUPANTS
OUTDOOR
AIR-CFM/PER.
O.S.A.
REQUIRED REMARKS
DINING ROOM -
PEOPLE 70 547 38 7.5 287.2 1
DINING ROOM -
AREA 547 -0.18/SQ. FT.98.5 1
SUB TOTAL DINING 385.6
WITH ZONE AIR DIST. EFFECT (SUBTOTAL / 0.8) =482.0
KITCHEN 664 .7/SQ.FT.464.8 1
TOILET ROOMS 126 2 50 100.0 1
REMARKS
1. TOTAL SQUARE FOOTAGE BASED ON NET FLOOR AREA PER IMC TABLE
403.3 FOOTNOTE a AND IMC CHAPTER 2 DEFINITIONS
REQUIRED PROVIDED
1046.8 1047
R O O F T O P H V A C U N I T ( R T U ) S C H E D U L E
TAG AREA
SERVED
COOLING CAPACITY GAS HEATING CAPACITY SUPPLY FAN
COMPRESSOR(S)FILTER ELECTRICAL DATA
REMARKS
TONS TOTAL
MBH
SENS
MBH (S)EER STAGE INPUT
MBH
OUTPUT
MBH AFUE CFM
O.S.A.
CFM
MOTOR
(H.P.)TYPE QUANTITY TYPE THICKNESS
(IN.)VOLTS PHASE MOCP MCA WEIGHT
(LBS.)MANUFACTURER MODEL
RTU-1 JIMMY
JOHN'S 7.5 97.3 77.1 12.6 2 200 116.8 80 3000 1047 1 SCROLL 1
DISPOSABLE 2 208 3 50 42 1300 TRANE YHC-092 1,2,3,4,5,6
REMARKS:
1. EXISTING UNIT - FIELD VERIFY EXACT LOCATION.
2. PROVIDE WITH SINGLE DRY BULB ECONOMIZER AND BAROMETRIC RELIEF DAMPER.
3.ALL RTUS TO BE FURNISHED HACR CIRCUIT BREAKER, DISCONNECT AND 120V GFCI SERVICE OUTLET. ELECTRICAL CONTRACTOR TO MAKE FIELD CONNECTIONS TO ALL UNITS.
4.ALL RTUS SHALL BE FURNISHED WITH SMOKE DETECTORS; IN RETURN DUCT.
5. FURNISH AND INSTALL REMOTE SENSORS IN RETURN AIR DUCT AND SEVEN DAY PROGRAMMABLE THERMOSTATS FOR EACH RTU IN OFFICE.
6. ALL RTUS SHALL BE INSTALLED WITH FULL SIZE SUPPLY AND RETURN DROPS.
Reviewed by
SAFEbuilt
12/12/2019
Provide TAB report to the Building
Dept. by final inspection.
FIRE
SPRINKLER
ROOM
3412
20
1
LAV
1
WC
1
WH
17
249 8
8
WC
1
LAV
1
3
3
17
14
13
16
19
21C
21D
100
DINING
101
PREP
104
WOMAN
102
BACKROOM
103
MAN
TP
14
10
FIRE
SPRINKLER
ROOM
100
DINING
101
PREP
104
WOMAN
8
102
BACKROOM
17 FS
2
8A FD
2 SQ
21D
20
16
18
6
WC
1
LAV
1
FD
1 SQ
FCO
SQ 11
1619
TP
14
WC
1
LAV
1
103
MAN
16
FS
121C
18
5
9
5
5
FD
2 RD
FS
1
EXST. C.O.
15
16
19
FCO
SQ11
5
EXST. C.O.
P-1
PLANS
PLUMBING
DOMESTIC WATER PLAN
1/4" = 1'-0"A
SANITARY WASTE PLAN
1/4" = 1'-0"B
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
NORTHNORTH
G E N E R A L N O T E S
NOTE:
CONTRACTOR TO CONFIRM TYPE OF
WALK-IN COMPRESSOR
CONFIGURATION WITH EQUIPMENT
SUPPLIER AND FRANCHISEE. OPTIONS
ARE REMOTE AND DIRECTED
MOUNTED. REFERENCE SHEET MEP-3
FOR ALTERNATE COMPRESSOR
INSTALLATION.
PROVIDE 1/2" CW LINE WITH SHUT-OFF VALVE AT + 81" A.F.F. THRU
WALL TO CARBONATOR (MOUNTED ABOVE BAG-AND-BOX).
CONNECTIONS TO CARBONATOR TO BE PROVIDED BY BEVERAGE
COMPANY.
COCA-COLA TO PROVIDE 3/8" SHUTOFF TEE ON NON-CARBONATED
WATER LINE WITHIN SODA CABINET. PLUMBER TO CONNECT TEA
BREWER TO 3/8" SHUTOFF USING BRAIDED METAL HOSE.
WATER LINE TO BE FED THROUGH THE CHASE WITH SYRUP LINES.
1/2" WATER LINE STUB OUT AT +12" A.F.F.
1/2" SOFT ANNEALED COPPER FROM TRAP PRIMER ABOVE CEILING
DOWN IN WALL U/G TO F.D.
CONNECT TO EXISTING VENT STACK. WHEN TWO OR MORE VENT
PIPES CONVERGE, EVERY DRY VENT SHALL RISE VERTICALLY TO A
MINIMUM OF 6 INCHES ABOVE THE FLOOD LEVEL RIM OF THE HIGHEST
TRAP OR TRAPPED FIXTURE BEING VENTED.
CONNECT TO EXISTING 4" KITCHEN WASTE LINE AT 1/8" PITCH MIN. ,
V.I.F. EXACT LOCATION.
PLATFORM MOUNTED WATER HEATER WITH DRAIN PAN - SEE DETAIL
5/P-2.
CONNECT TO EXISTING 1-1/2" WATER SERVICE STUB, VERIFY EXACT
LOCATION. ALL EQUIPMENT TO BE INSTALLED ABOVE NEW HUNG
CEILING TO CONCEAL EQUIPMENT.
PROVIDE 6" PVC UNDER THE SLAB FOR SODA DISPENSER FROM
BAG-N-BOX. VERIFY LOCATION IN ORDER FOR THE SODA LINES TO
RUN TO DESIGNATED LOCATION WITHIN SODA CABINET AND
BAG-N-BOX. COORDINATE WITH SODA VENDOR AND ALL WASTE LINES.
SEE 11/P-2 FOR TERMINATION DETAIL.
ROUTING OF HOT AND COLD WATER LINES TO BE COORDINATED
WITH MECHANICAL.
F.C.O. - COORDINATE WITH NEW FLOOR FINISHES. CONTRACTOR TO
FIELD VERIFY CORRECT CONNECTION (3" OR 4") AND ORDER
APPROPRIATE MODEL.
WATER FILTER TO BE MOUNTED ON WALL AT 8'-0" A.F.F. PROVIDE
SHUT OFF VALVE AT EACH SIDE OF FILTER. RECESS ALL SUPPLY
LINES.10/P-2
STUB UNFILTERED CW LINE FROM WALL AT +67" A.F.F. - PROVIDE
METAL BRAIDED HOSE CONNECTING THE WATER SHUT OFF VALVE TO
THE ICE MACHINE FOR COOLING UNIT WITH BACK FLOW PREVENTER.
PROVIDE IN-LINE ASSE 1022.
FILTERED WATER LINE TO BE STUBBED OUT AT +67" A.F.F. TO SHUT
OFF VALVE AND CONNECTED WITH A BRAIDED METAL HOSE, RUN
WATER LINE IN WALL.
CONNECT TO EXISTING 4" GREASE WASTE LINE AT 1/8" PITCH MIN. ,
V.I.F. EXACT LOCATION.
INSTALL WALL CLEAN-OUT 12" A.F.F. CENTERED.
NOT USED.
2" HORIZONTAL VENT LINE. REVERSE GRADE TO FIXTURE SERVED.
PROVIDE DRAINAGE PATTERN FITTINGS AT HORIZONTAL VENTS AS
REQUIRED.
2
3
4
5
6
7
8
9
10
14
12
11
13
15
K E Y E D N O T E S
1
16
17
18
1. ALL FLOOR SINKS, FLOOR DRAINS, FLOOR CLEANOUTS, AND GREASE TRAP
SHALL BE INSTALLED SO THAT TOPS ARE FLUSH WITH FLOOR FINISH TILE.
2. CONTRACTOR TO COORDINATE / VERIFY EXACT LOCATIONS FOR ALL
FLOOR FIXTURES PRIOR TO SAWCUTTING.
3. COORDINATE WATER LINES WITH ELECTRICAL CONTRACTOR PIPING
SHALL NOT BE ROUTED OVER ELECTRICAL PANEL OR EQUIPMENT.
4. ALL BACKFLOW PREVENTERS SHOULD BE INSTALLED ABOVE THE KITCHEN
OR RESTROOM DROP CEILING. IF BFP CANNOT BE INSTALLED ABOVE
CEILING, IT MUST BE INSTALLED ABOVE THE MOP SINK, UNDER THE WATER
HEATER PLATFORM. BFP SHOULD NOT INTERFERE IN ANY WAY WITH THE
OPERATION OF THE KITCHEN. IF AN EXISTING BACKFLOW PREVENTER IS
IN A LOCATION OTHER THAN WHAT IS SHOWN ON THESE DRAWINGS,
CONTACT THE JIMMY JOHN'S CONSTRUCTION DEPARTMENT IMMEDIATELY
FOR DIRECTION ON HOW TO PROCEED
5. ALL PLUMBING AND GAS LINES MUST BE RECESSED WITHIN WALL
CAVITIES, UNLESS SPECIFICALLY NOTED OTHERWISE IN THE BLUEPRINTS.
NO WATER LINES MAY RUN ALONG WALL. ALL EXISTING MUST BE MOVED
12" OFF OF WALL. IF CANNOT BE MOVED, LINE MUST BE FRAMED AROUND
AND FINISHED PER WALL STYLE. ANY APPROVED EXPOSED DRAIN LINES
MUST BE COPPER.
6. NOT USED.
7. G.C. TO CONFIRM FLOOR DRAIN AND PVC CHASE INSIDE SODA CABINET
ARE UNDER COKE MACHINE.
8. IF REQUIRED, GREASE TRAP RELIEF VALVE ACCESS MUST BE SQUARE
SHAPED DIAMOND METAL PLATED LID PAINTED - TGIC POWDER COAT -
COLOR: ANSI 61 GREY.
9. IF A FLOW CONTROL DEVICE IS REQUIRED AT GREASE TRAP, IT MUST BE
INSTALLED UNDERGROUND WITH AN ACCESS PANEL FLUSH WITH
FINISHED FLOOR. LID MUST BE A METAL DIAMOND TREAD PLATE PAINTED
(TGIC POWDER COAT- ANSI 61 GREY) TO MATCH GREASE TRAP.
2
2
PROVIDE BACKFLOW DEVICES FOR ALL SUBMERGED INLETS SOFT DRINKS
CARBONATORS, WATER SOFTENERS, AND BEVERAGE DISPENSERS.
BACKFLOW DEVICES ON WATERLINES SUBJECT TO BACK PRESSURE OR
CONTINUOUS PRESSURE MUST BE EQUIPPED WITH BACKFLOW
PREVENTERS THAT ARE DESIGNED FOR CONTINUOUS PRESSURE.
2
2 2
Reviewed by
SAFEbuilt
12/12/2019
8'
-
0
"
A
.
F
.
F
.
FILTERED WATER-OUTLET
WATER SUPPLY-INLET
8'
-
3
/
4
"
A
.
F
.
F
.
ROOFING
FLASHING
ROOFING
5'-0" MIN. FROM INSIDE WALL
NOTE: ALL PIPES FULL SIZE OF UNIT OUTLET
TO APPROVED
RECEPTACLE
PIPE SIZE SAME AS
UNIT CONDENSATE DRAIN
OPEN PIPE TO ATMOSPHERE
B. 0.5 X STATIC PRESSURE IN PAN (INCHES).
A. STATIC PRESSURE IN PAN (INCHES)
UNIT
AC
CONDENSATE DRAIN
B
A
6"
VENT
PITCH AT
1/8"/FT
FLOOR DRAIN
4" TRAP
SEDIMENT
BUCKET
CONNECT TO
TRAP PRIMER
VENT
TO SAN. WASTE MAIN
1" MIN AIR GAP
OR AIR BREAK
ICE MAKER
DEEP SEAL
TRAP
DRAIN FROM
COOLING UNIT
FLOOR DRAIN
FOR ICE BIN
FLOOR DRAIN WITH
FUNNEL 4" HIGH
18" RUBBER MEMBRANE
NICKEL BRONZE GRATE
AIR GAP
1" MIN.
CONNECT TO TRAP PRIMER
(AT CONDENSATE LINE
DRAIN ONLY)
1. SPACE BLOCKING STANDS AT
6'-0" INTERVALS ON ROOF.
2. FOLD UP END OF SLIP SHEET
AND NAIL TO BLOCK
CONDENSATE PIPE
NOTE:
4x6 "WOLMANIZED"
BLOCKING - MASTIC TO
ADDITIONAL ROOFING
SHEET
METAL STRAP WITH 1/4" DIA. x
2" LAG EACH SIDE, ALLOW
FOR MOVEMENT
RESTROOM LAV
HAND SINKWALL HUNG
LAV
[110° F] TEMPERED
WATER
1/2" THERMOSTATIC
TEMPERING VALVE
SEE SPECIFICATIONS
1/2" HW [140° F]
SUPPLY
FINISHED FLOORFINISHED FLOOR
1 1/4" O.D. TAILPIECE
1 1/4" O.D. WASTE
1/2" CW SUPPLY
NOTE:
APPLICABLE TO ALL
LAVS/HAND SINKS
[110° F] TEMPERED
WATER
1/2" THERMOSTATIC
TEMPERING VALVE
SEE SPECIFICATIONS
1/2" HW [140° F]
SUPPLY
1 1/4" O.D. TAILPIECE
1 1/4" O.D. WASTE
1/2" CW SUPPLY
FINISHED FLOOR
2"
FLOOR SINK
TO GREASE
LINE
MIN. 2"
AIR GAP
RIGID
CONNECTION
CW
HW
STAINLESS STEEL DRAIN
PAN, 1 1/2" DEEP WITH A
1" MINIMUM DRAIN
PRESSURE TEMP. RELIEF
VALVE DISCHARGE TO MOP
SINK
DRAIN VALVE
CODE APPROVED VACUUM
BREAKER REQUIRED AT ALL
ELEVATED W.H.
CONNECT TO SIDE OF
MAIN. DO NOT CONNECT
FROM TOP OR BOTTOM
WATER
HEATER
NO VALVES OR DEVICES
TO BE INSTALLED
BETWEEN EXPANSION
TANK AND THE WATER
HEATER AS PER CODE.
PROVIDE INTEGRAL
HEAT TRAPS
ALL DRAIN LINES AND
PRESSURE RELIEF
LINES TO BE RECESSED
IN WALL AND STUBBED
OUT DIRECTLY ABOVE
MOP SINK.
INSTALL THERMAL
EXPANSION TANK
1" PIPE INDIRECTLY
WASTED TO MOP SINK
DROP CEILING
8
18
16
3" HOLE
PVC CAP - CUT 1"
TALL TIGHT TO
TILE/CONCRETE
6" PVC PIPE
STUBBING 3/4"
ABOVE FINISH
FLOOR6" PVC CHASE
CONC.
SLAB
SYRUP
LINES
FIGURE 1.0 FILL IN HOLE WITH
FOAM & WHITE SILICONE
AROUND SYRUP LINES
SEE
FIGURE 1.0
POLISHED CONC. SLAB
1"90° ANGLE
TILE
FLOOR
P-2
AND SCHEDULES
PLUMBING DETAILS
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
(3) COMPARTMENT SINK DETAIL
N.T.S.1
TYPICAL VENT THRU ROOF
N.T.S.6
FLOOR DRAIN DETAIL
N.T.S.2
TYPICAL UNIT CONDENSATE PIPING
N.T.S.7
ICE MAKER DRAINAGE PIPING DETAIL
N.T.S.3
FLOOR DRAIN WITH FUNNEL DETAIL
N.T.S.4
CONDENSATE SUPPORT SIMILAR
N.T.S.8
LOCAL MIXING VALVE DETAIL
N.T.S.9
WATER FILTER DETAIL
N.T.S.10
PLUMBING FIXTURE SUPPLIER
KEC DESIGN
301 MERCURY DRIVE
SUITE 1
CHAMPAIGN, IL 61822
PHONE: 217.356.1640
FAX: 217.356.1661
EMAIL: projects@kecdesign.com
WATER HEATER DETAIL
N.T.S.5
- -- -SIOUX CHIEF - 8706/ 870-B/ 874-4C WALL CLEANOUTWCO SMOOTH, STAINLESS STEEL ACCESS COVER
FLOOR SIOUX CHIEF - 834-4HNQ -- --
WATER FILTER 3M - BREW125-MS -- -1/2"
FAUCET
140°2"3/4" 3"3/4"
UNIVERSAL
STAINLESS - CHF-04FAUCET GOOSENECK FAUCET.
UNIVERSAL
STAINLESS - EHS-1
110°HAND SINK 1-1/2"1/2" 1-1/2"1/2"
TEMP
REMARKS
VTW
UTILITIES
CW HW
MANUFACTURER - MODEL NOITEMMARK
110°
FLOOR DRAIN SIOUX CHIEF- 832-4DHNR 2"-4"-
ZURN - Z5354 OR EQUAL 1-1/2"1/2" 1-1/2"1/2"
CANPLAS - FLANGELESS FLOOR SINK - 394708 2"-3"-FLOOR SINK
PPP - P1-500 W/ADAPTER OR EQUAL 2"-3"1/2"TRAP PRIMER
FLOOR DRAIN IS TO BE FLUSH WITH FINISH FLOOR.SIOUX CHIEF - 832 - 4DHNR - 863 - FN 2"-3"-
CANPLAS - FLANGELESS FLOOR SINK - 394723 2"-3"-FLOOR SINK
FLOOR DRAIN
ZURN - Z1996-SF
CLEANOUT
NOTE: THERE WILL BE ABSOLUTELY NO SUBSTITUTIONS ALLOWED FOR ANY PLUMBING PRODUCTS AS SPECIFIED. THIS INCLUDES ALL ZURN PRODUCTS.
P L U M B I N G F I X T U R E S C H E D U L E
POLISHED NICKEL BRONZE TOP, TOP TO BE INSTALLED
FLUSH WITH FINISHED FLOOR. FIELD VERIFY CORRECT
CONNECTION (3" OR 4") AND ORDER APPROPRIATE MODEL.
834-3PF (3")
ICED TEA
BREWER
MOP BASIN ZURN - Z1996-24
SEE NOTE 2 FOR THERMOSTATIC MIXING VALVES
REQUIREMENTS.
FURNISH W/ZURN Z812B1 FAUCET WITH VANDAL RESISTANT
AERATOR AND GRID DRAIN. PROVIDE TRU-BRO LAV GUARD.
SEE NOTE 2 FOR THERMOSTATIC MIXING VALVES
REQUIREMENTS.
INTEGRAL BFP AND VACUUM BREAKER MOUNT ABOVE CEILING
FCO
SQ
FD
2 RD
FD
2 SQ
LAV
1
WC
1
FS
1
FS
2
TP
1
17
19
20
34
49
WALL-MOUNT WITH 1/2" IPS FLANGED FEMALE INLET, VACUUM
BREAKER SPOUT, PAIL HOOK, 3/4" HOSE THREAD, LEVER
HANDLES AND ROUGH CHROME FINISH. PROVIDE HOSE BIB
VACUUM BREAKER FOR SPRAYER. VERIFY INDIRECT WASTE
AND GREASE TRAP - SEE 1/P2. FAUCET MUST BE
INSTALLED AT 3'-0" AFF AND CENTERED ON MOP SINK.
9"x9" FLOOR SINK,3" OUTLET. A.R.E. BUCKET, BOTTOM
DOME STRAINER. - TOP OF FLOOR SINK IS TO BE FLUSH
WITH TOP OF FLOOR TILE.
12"x12" FLOOR SINK, 3" OUTLET. THREE QTR FLOOR GRATE,
A.R.E. BUCKET, BOTTOM DOME STRAINER. - TOP OF FLOOR
SINK IS TO BE FLUSH WITH TOP OF FLOOR TILE.
TYPE "N" STAINER. PROVIDE WITH COMPLETE BODY
ASSEMBLY WITH TRAP PRIMER CONNECTION - SEE 2/P2.
TOP TO BE INSTALLED FLUSH WITH FINISHED FLOOR
HANDICAP
WALL HUNG
LAVATORY
SEE DETAIL 10/P-2
CANPLAS - THREE QTR FLOOR GRATE - 394712B
834-4PF (4")
FLOOR SIOUX CHIEF - 834-4HNR -- --
CLEANOUT
POLISHED NICKEL BRONZE TOP, TOP TO BE INSTALLED
FLUSH WITH FINISHED FLOOR. FIELD VERIFY CORRECT
CONNECTION (3" OR 4") AND ORDER APPROPRIATE MODEL.834-3PF (3")
FCO
RD
834-4PF (4")
SQUARE
ROUND
FLOOR DRAIN SIOUX CHIEF- 832-4DHNQ 2"-4"-
FD
1 RD
FD
1 SQ.
TYPE "N" STAINER. PROVIDE WITH COMPLETE BODY
ASSEMBLY WITH TRAP PRIMER CONNECTION - SEE 2/P2.
TOP TO BE INSTALLED FLUSH WITH FINISHED FLOOR
FLOOR DRAIN IS TO BE FLUSH WITH FINISH FLOOR.SIOUX CHIEF- 832 - 4DHNQ - 863 - FN 2"-3"-FLOOR DRAIN
SQUARE
ROUND
SQUARE
ROUND
-CARBONATOR --1/2"COCA COLA16D
2"-4"
FURNISH WITH ZURN OPEN FRONT SEAT MODEL Z5955SS
STOP VALVE
HANDICAP
ZURN Z5560 1/2"WATER CLOSET
21C
-ICE-MAKER -- -(2) 1/2"HOSHIZAKI -F-1002MWJ-C
-- -3/8"BUNN-O-MATIC - TB6Q-0301
WATER COOLED ICE MAKER. PROVIDE W/ HOSHIZAKI
B-300PF BIN - SEE 3/P2.
TEE OFF ICE/BEVERAGE UNIT WATER SUPPLY
WITH SHUT-OFF VALVE
140°VEGETABLE
PREP SINK W/ 1-
18" DRAIN BOARD
ELKAY - 14-1C16x20-L-18x VERIFY INDIRECT WASTE
FS
-1/2" INTO1/2"
MIXING FAUCET WITH 12" NOZZLEFAUCET ZURN - Z842H1-15F
21D
NOTES
1. ALL PLUMBING FIXTURES TO BE
FULLY ACCESSIBLE TO INDIVIDUALS
WITH DISABILITIES ACT OF 1990.
FIXTURES AND THEIR INSTALLATION
SHALL ALSO COMPLY WITH AMERICAN
NATIONAL STANDARDS INSTITUTE
(ANSI) PUBLICATION A117.1 -
PROVIDING ACCESSIBILITY AND
USABILITY FOR PHYSICALLY
HANDICAPPED PEOPLE AND/OR
GOVERNING CODES. - ALL PLUMBING
FIXTURES EQUIPMENT, TRIM, &
FITTINGS SHALL COMPLY WITH CITY
REQUIREMENTS, AND FEDERAL
REGULATIONS AND CODES,
INCLUDING, BUT NOT LIMITED TO,
WATER AND ENERGY CONSERVATION
CODES. THE SCHEDULED AND/OR
SPECIFIED PLUMBING FIXTURES AND
EQUIPMENT REPRESENT THE
MINIMUM CRITERIA AND SHALL BE
THE BASIS FOR THE CONTRACTOR'S
BASE BID. IF THE SCHEDULED OR
SPECIFIED FIXTURES OR EQUIPMENT
DO NOT COMPLY WITH GOVERNING
CODES OR REGULATIONS IN ALL
RESPECTS, THE CONTRACTOR SHALL
PROVIDE AN ALTERNATE BID FOR
COMPLYING FIXTURES, EQUIPMENT,
TRIM, OR FITTINGS. THE ABSENCE OF
AN ALTERNATE BID SHALL BE
CONSTRUED TO MEAN THAT THE
CONTRACTOR'S BID INCLUDES ALL
COSTS NECESSARY TO MEET ALL
REGULATIONS & CODES.
2. PROVIDE THERMOSTATIC MIXING
VALVE AT ALL LAVATORIES AND HAND
SINKS. PROVIDE ZURN TMV-1, 1 TO 15
GPM, NOT TO EXCEED 3 PSI, W/
UNION STOP CHECK INLETS, AND
REMOVABLE STAINLESS STEEL
STRAINERS, DIAL THERMOMETER
AND DISCHARGE VALVE. SUPPLIES
110^F.
3. ALL ROOF PENETRATIONS SHALL BE
APPROVED BY LANDLORD AND DONE IN
ACCORDANCE WITH ROOF
MANUFACTURERS
RECOMMENDATIONS SO AS NOT TO
VOID THE WARRANTY.
4. REFER TO JJ's BLOCKING CHECKLIST
IN BUILD-OUT MANUAL FOR ADDITIONAL
MEASUREMENTS AND DETAILS
SODA CHASE TRMINATION DETAIL
N.T.S.11
140°-1/2"1/2"
FAUCET ZURN - Z842H1.0002
FAUCET ZURN - Z842H1-15F
3 COMPARTMENT
SINK W/ 2- 24"
DRAIN BOARDS
INDIRECT
REMARKS
LWTSTORAGE EWTMANUFACTURER
AND MODEL NO.
WH-1
MARK DEG.
(GALLONS)
CAPACITY DEG.
F F
ELECTRIC ELEMENT
KW
GPH
REC.
VOLT STAGESPH
A.O.SMITH 50 140 74 20812.0 13
DEL-50D
40 (1) 18 KW PROVIDE
INTEGRAL HEAT TRAPS - SEE 5/P-2
E L E C T R I C W A T E R H E A T E R S C H E D U L E
"LOW BOY"
ELKAY - 3C18x18-2-24x-L TO FS
1
Reviewed by
SAFEbuilt
12/12/2019
WATER
FILTER MOP
SINK
ICE
MACHINE
CARBONATOR
MOP
SINK
FD
1 SQ
3 COMP
SINK
FS
2 ICE
MAKER
WCO
TP
1
HAND
SINK
FCO
SQ
WCO
WC
1
WCO
WH
1
CONNECT TO EXISTING
WATER LINE AND
METER, UPGRADE IF
NECESSARY,V.I.F.
WC
1
WC
1
LAV
1
LAV
1
3/4"
DRINK
MACHINE
FD
2 SQ
LAV
1
WC
1
LAV
1
WCO
CONNECT
TO EXISTING
WASTE LINE
V.I.F.
HAND
SINK
WCO
VEGGIE
SINK
3 COMP
SINK
FS
1
HAND
SINK
F
VEGGIE
SINK
1/2"
1/2"
1/2"
1/2"
1/2"
1-1/4"
TP
1
FS
1 1/2"1/2"
1"
1/2"
1/2"
1/2"
1/2"1/2"
1/2"
1/2"
1/2"
1/2"
1-1/4"
1/2"
1-1/4"
1/2"
1"
1/2"1/2"
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
WL
G
W
L
G
W
L
G
WL
G
WL
G
WL
G
WL
GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL GWL
FCO
SQ
FD
2 RD
CONNECT TO
EXISTING
GREASE LINE
V.I.F.
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
4"
CONNECT
VENT LINES TO
EXISTING VENT
STUB-UP, V.I.F.
CONNECT TO VENT STACK.
COORDINATE WITH SHELL
DRAWINGS FOR EXACT
LOCATION.
HAND
SINK
1/2"
HAND
SINK
WCO
1. SEE RESTAURANT EQUIPMENT SCHEDULE ON THE
ARCHITECTURAL PLANS FOR EQUIPMENT PROVIDED BY
OTHERS. THIS CONTRACTOR SHALL CONNECT WASTE, VENT,
AND WATER TO EQUIPMENT FURNISHED BY OTHERS AND THIS
CONTRACTOR SHALL INSTALL FAUCETS AND MISC. FITTINGS
FOR A COMPLETE INSTALLATION.
2. ALL PLUMBING LINES MUST BE RECESSED WITHIN WALL
CAVITIES UNLESS SPECIFICALLY NOTED OTHERWISE IN THE
BLUEPRINTS.
3. CONNECT NEW DOMESTIC WATER TO EXISTING LINE. INSTALL
BALL VALVE AS SHOWN.
4. EXTEND PLUMBING VENT UP THRU ROOF TO APPROVED VENT
TERMINATION. LOCATE MINIMUM OF 15 FEET FROM ANY O.A.
INTAKE AT THE CONDENSER UNITS.
5. ALL EXPOSED PIPING TO PLUMBING FIXTURES SHALL BE
CHROME PLATED. STOPS SHALL BE PROVIDED WITH
REMOVABLE TYPE HANDLES.
S A N I T A R Y W A S T E I S O M E T R I C
N.T.S.B
D O M E S T I C W A T E R I S O M E T R I C
N.T.S.A
P-3
ISOMETRICS
PLUMBING
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
G E N E R A L N O T E S
1
Reviewed by
SAFEbuilt
12/12/2019
MEP-1
GENERAL NOTES
MECH./ELEC./PLUMB.
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
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P
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C
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
1. THE M/E/P CONTRACTORS SHALL REVIEW ENTIRE SET OF CONTRACT DOCUMENTS: INCLUDING BUT
NOT NECESSARILY LIMITED TO ALL ARCHITECTURAL, ALL STRUCTURAL, ALL MECHANICAL, ALL
ELECTRICAL, ALL PLUMBING, AND ENTIRE PROJECT MANUAL. ELECTRICAL CONTRACTOR SHALL
ACKNOWLEDGE AND INCLUDE IN THE SCOPE OF WORK (CONTRACT) ALL CONDITIONS PERTINENT TO
THE COMPLETION OF THE ELECTRICAL WORK. ELECTRICAL CONTRACTOR SHALL FULLY
COORDINATE ELECTRICAL WORK WITH THE INSTALLATION OF WORK BY ALL OTHER TRADES AND
MAKE NECESSARY FIELD ADJUSTMENTS AS REQUIRED TO ACCOMMODATE THE ELECTRICAL
INSTALLATION. ALL OF THE ABOVE SHALL BE INCLUDED IN THE SCOPE OF WORK AT NO ADDITIONAL
COST TO THE OWNER.
2. THE M/E/P CONTRACTORS SHALL CAREFULLY EXAMINE THE DRAWINGS AND SPECIFICATIONS, VISIT
THE SITE OF THE WORK, AND FULLY INFORM HIMSELF AS TO ALL CONDITIONS AND MATTERS THAT
CAN, IN ANY WAY, AFFECT THE WORK OR THE COST THEREOF, SHOULD THIS CONTRACTOR FIND
DISCREPANCIES IN, OR OMISSIONS FROM, THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS
OR BE IN DOUBT AS TO THEIR MEANING, NOTIFY THE ARCHITECT/ENGINEER AT ONCE, IN WRITING, OF
ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND NEW WORK, OR BETWEEN ELECTRICAL
WORK AND THE WORK OF OTHER TRADES PRIOR AND OBTAIN CLARIFICATION PRIOR TO SUBMITTING
ANY BID. LACK OF SUCH NOTIFICATION SHALL BE CONSTRUED TO INDICATE NO DISCREPANCIES OR
CONFLICTING EXIST. ADDITIONAL COMPENSATION WILL NOT BE GRANTED AFTER AWARD OF
CONTRACT FOR ANY WORK REQUIRED TO COMPLY WITH THESE REQUIREMENTS.
3. THE DRAWINGS INDICATE THE DIAGRAMMATIC INTENT, GENERAL CHARACTER, REQUIREMENTS AND
LOCATION OF THE WORK SHOWN AND INCLUDED. THE WORK INDICATED BUT HAVING MINOR
DETAILS OBVIOUSLY OMITTED SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
4. THE CONTRACTOR IS REQUIRED TO BID, AS SPECIFIED, ON THE DRAWINGS WITHOUT DEVIATION.
THIS CONTRACTOR IS INVITED TO SUBMIT SUBSTITUTIONS FROM THE BASE BID, ONLY IF THE
SUBSTITUTIONS ARE APPROVED BY THE OWNER AND ENGINEER/ARCHITECT PRIOR TO SUBMITTING
THE BID.
5. IT IS THE INTENT OF THESE DOCUMENTS THAT THE M/E/P CONTRACTOR PROVIDE ALL LABOR,
MATERIAL, EQUIPMENT AND TOOLS FOR THE COMPLETE INSTALLATION OF ALL WORK SHOWN ON
THE PLANS AND/OR DESCRIBED HEREIN, INCLUDING ALL DEVICES, CONTROLS AND APPURTENANCES
REQUIRED TO SET NEW SYSTEMS INTO OPERATION.
6. THE CONTRACTOR SHALL VERIFY ALL MOUNTING, ALL ARRANGEMENTS, HEIGHTS AND LOCATIONS
PRIOR TO ROUGH-IN. ANY MENTION OF A SPECIFIC MOUNTING ARRANGEMENT, HEIGHT OR
LOCATION SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO VERIFY THE SPECIFIC
REQUIREMENT FURNISHED OR THE OTHER TRADES WORKING IN THE SAME AREA. NO ADDITIONS TO
THE CONTRACT SUM WILL BE PERMITTED FOR ITEMS INSTALLED IN WRONG LOCATIONS, IN CONFLICT
WITH OTHER WORK, ETC.
7. SHOULD CONDITIONS NECESSITATE ANY REARRANGEMENTS, OR IF DUCTWORK CAN BE RUN TO
BETTER ADVANTAGE, PREPARE AND SUBMIT SHOP DRAWINGS SHOWING THE CHANGES BEFORE
PROCEEDING WITH THE WORK. IF SUCH CHANGES ARE APPROVED BY ARCHITECT/ENGINEER, THEY
SHALL BECOME A PART OF THE CONTRACT AFTER THEIR APPROVAL.
8. UPON COMPLETION OF THE WORK, THE CONTRACTORS SHALL REVIEW AND CHECK THE ENTIRE
PORTION OF WORK, CLEAN EQUIPMENT AND DEVICES, REMOVE SURPLUS MATERIALS AND RUBBISH
FROM THE OWNER'S PROPERTY, LEAVING THE WORK IN NEAT AND CLEAN ORDER AND IN COMPLETE
WORKING CONDITION. THE CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ANY CARTON,
DEBRIS, ETC. FOR EQUIPMENT INSTALLED BY THE CONTRACTOR INCLUDING EQUIPMENT FURNISHED
BY THE OWNER. THE ABOVE SHALL ALSO APPLY TO ALL EQUIPMENT FURNISHED BY OTHERS AND
UNPACKED OR REMOVED FROM CARTON, BY THE CONTRACTORS.
9. THE M.E.P. CONTRACTORS IS RESPONSIBLE FOR SCHEDULING DELIVERY, RECEIVING, UNLOADING,
UNPACKING STORING SETTING IN PLACE, AND PROTECTING FROM DAMAGE, VANDALISM, THEFT OR
WEATHER DURING CONSTRUCTION FOR ALL NEW EQUIPMENT FURNISHED BY THE ELECTRICAL
CONTRACTOR.
10. THE M.E.P. CONTRACTORS SHALL PAY ALL PERMIT FEES, PLAN REVIEW FEES, LICENSE FEES,
INSPECTIONS AND TAXES APPLICABLE TO THIS DIVISION AND SHALL BE INCLUDED IN THE BASE BID
AS PART OF THIS CONTRACT.
11. THE M.E.P. CONTRACTORS SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE
FULL YEAR AFTER FINAL ACCEPTANCE BY THE ARCHITECT/ENGINEER AND OWNER.
12. M.E.P. CONTRACTORS SHALL FURNISH CONTRACT RECORD DOCUMENTS TO THE ARCHITECT/
ENGINEER BEFORE FINAL PAYMENT WILL BE ISSUED. THE CONTRACT RECORD DOCUMENTS SHALL
INDICATE THE DIAGRAMMATIC INSTALLED CONDITION AND BE IN REPRODUCIBLE DRAWING FORM.
13. THE WORK INSTALLED SHALL BE IN ACCORDANCE WITH ALL CITY CODES AND THE LOCAL UTILITY
COMPANY'S REQUIREMENTS.
14. ALL EQUIPMENT/DEVICES SHALL BE NEW AND/OR FIRST QUALITY AND IS TO BEAR THE APPROPRIATE
UL OR CSA APPROVED LABELS FOR SPECIFIC PURPOSE.
15. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE TEMPERATURE CONTROL
SYSTEM AS REQUIRED.
16. ALL THERMOSTATS SHALL BE MOUNTED AT +60" ABOVE FINISHED FLOOR (UNLESS OTHERWISE
SPECIFIED). THERMOSTATS SHALL NOT INTERFERE WITH SHELVING, VENDING MACHINES, OTHER
FIXTURES OR CONTROLS.
17. THE CONTRACTOR SHALL BE LICENSED, BONDED, INSURED AND CAPABLE OF PERFORMING QUALITY
WORKMANSHIP. THIS CONTRACTOR GUARANTEES ALL OF HIS WORK AND MATERIALS FOR A PERIOD
OF ONE (1) FULL YEAR AND FINAL ACCEPTANCE BY THE OWNER AND ENGINEER.
18. THE MECH & PLMG CONTRS SHALL SUBMIT SHOP DRAWINGS PRIOR TO THE START OF INSTALLATION
FOR OWNER/ARCHITECT/ENGINEER APPROVAL.
19. THE M/E/P CONTRACTORS SHALL FURNISH AS-BUILT DRAWINGS TO THE OWNER/ENGINEER BEFORE
FINAL PAYMENT WILL BE ISSUED. THE AS-BUILT DRAWINGS SHALL BE SUBMITTED IN REPRODUCIBLE
FORM.
20. THE M/E/P CONTRACTORS SHALL BE RESPONSIBLE FOR THE STARTUP OF ALL HEATING, VENTING,
AND AIR-CONDITIONING EQUIPMENT.
21. THE M/E/P CONTRACTORS SHALL PROVIDE A COMPETENT OPERATING TECHNICIAN TO INSTRUCT THE
OWNER IN THE OPERATION AND MAINTENANCE OF THE NEW EQUIPMENT.
22. DO ALL CUTTING AND PATCHING (TO ORIGINAL STATE) OF BUILDING MATERIALS AS REQUIRED FOR
INSTALLATION OF A COMPLETE WORKABLE SYSTEM.
23. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS AND CORING THRU
FLOORS.
24. PLUMBING CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL EXISTING SANITARY, STORM AND
WATER SUPPLY ON THE SITE PRIOR TO THE PERFORMANCE OF ANY WORK.
25. PLUMBER SHALL PROVIDE SERVICE VALVES AT ALL BRANCH SUPPLY PIPING. SUCH SERVICE VALVES
SHALL BE LOCATED ACCESSIBLY ABOVE THE CEILING.
26. PLUMBER SHALL BEFORE PLACING WATER SYSTEM IN OPERATION, CHLORINATE ENTIRE SYSTEM IN
ACCORDANCE WITH THE REQUIREMENTS OF THE CITY PLUMBING CODES SUPPLY CERTIFICATE OF
COMPLIANCE.
27. ALL NEW SANITARY PIPING SHALL BE GIVEN A FULL STATIC PRESSURE TEST. METHOD OF TEST AND
REQUIREMENTS TO BE MET SHALL BE AS PER THE CITY.
28. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PUMPING AND DRAINING OF TRENCHES
OR PITS NECESSARY FOR THE INSTALLATION OF HIS WORK.
29. THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL BE CONSIDERED AS
PART OF THIS SPECIFICATION.
30. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE CITY AUTHORITIES
AND THE MOST RECENT EDITION OF NATIONAL ELECTRIC CODE.
31. CONTRACTOR SHALL FILE PLANS WITH AND OBTAIN APPROVALS FROM MUNICIPAL AGENCIES. ALL
PERMITS AND CERTIFICATES OF INSPECTION SHALL BE OBTAINED AND PAID FOR BY THE
CONTRACTOR.
PERTINENT CERTIFICATES SHALL BE DELIVERED TO THE OWNER'S REPRESENTATIVE, PRIOR TO
FINAL BILLING.
32. ELECTRICAL CONTRACTOR SHALL RECORD ALL FIELD CHANGES IN HIS WORK AS THE JOB
PROGRESSES; AN ACCURATE RECORD OF ALL WORK AS ACTUALLY INSTALLED.
UPON COMPLETION OF THE WORK AND BEFORE FINAL PAYMENT IS AUTHORIZED, SHALL TURN OVER
TO THE OWNER'S REPRESENTATIVE A RECORD SET OF PRINTS SHOWING THESE CHANGES.
33. SUBMIT MATERIAL LISTS AND SHOP DRAWINGS FOR MAJOR EQUIPMENT TO THE OWNER'S
REPRESENTATIVE FOR REVIEW. SUBMITTALS SHALL BE IN ACCORDANCE WITH GENERAL
CONDITIONS AND SHALL BEAR THE STAMP OF THE ELECTRICAL CONTRACTOR SHOWING THAT HE
HAS REVIEWED AND APPROVED THEM. LACK OF SUCH CONTRACTOR'S APPROVAL WILL BE CAUSE
FOR REJECTION WITHOUT REVIEW BY THE OWNER.
34. THIS CONTRACTOR SHALL DO ALL CUTTING, CHASING, OR CHANNELING AND PATCHING REQUIRED
FOR ANY WORK HEREIN SPECIFIED.
ALL OPENINGS THROUGH STRUCTURALLY SUPPORTED SLABS MUST BE CORE-BORED, SLEEVED,
GROUTED, SEALED AND MADE WATERPROOF. SLEEVES MUST EXTEND AT LEAST 2" AFF.
ALL SLEEVES, OPENINGS, ETC. THROUGH FIRE RATED WALLS AND FLOORS SHALL BE SEALED AFTER
CONDUIT INSTALLATION TO RETAIN FIRE RATING.
35. ALL ELECTRICAL WORK SHALL BE INSTALLED SO AS TO BE READILY ACCESSIBLE FOR OPERATING,
SERVICING, MAINTAINING AND REPAIR.
HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL, SUCH AS CHANNELS, RODS, ETC.,
NECESSARY FOR THE INSTALLATION OF WORK AND SHALL BE SECURED TO THE BUILDING
STRUCTURE, NOT TO PIPING OR DUCTWORK.
ALL CONDUIT SHALL BE CONCEALED WHERE POSSIBLE. EXPOSED CONDUIT SHALL BE RUN IN
STRAIGHT LINES PARALLEL WITH OR AT RIGHT ANGLES TO COLUMN LINES AND SEPARATED AT
LEAST 3" FROM WATER LINES WHEREVER THEY RUN ALONG SIDE OR ACROSS SUCH LINES.
36. EVERY PART OF THE INSTALLATION SHALL BE TESTED, OPERATED AND LEFT IN PERFECT WORKING
ORDER. SHOULD TESTING REVEAL ANY OTHER DEFECTS, PROMPTLY CORRECT SUCH DEFECTS AND
RERUN TESTS UNTIL THE ENTIRE INSTALLATION IS SATISFACTORY IN ALL RESPECTS.
37.GUARANTEE
CONTRACTOR IS TO GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF
ACCEPTANCE OF THE PROJECT BY THE OWNER. IT IS UNDERSTOOD BY HIS ACCEPTANCE OF THE
CONTRACT THAT THIS CONTRACTOR WILL MAKE GOOD ANY AND ALL WORK WHICH IN ANY WAY HAS
BECOME DEFECTIVE AS TO THE QUALITY OF MATERIALS AND WORKMANSHIP FOR ANY CAUSE
OTHER THAN ORDINARY WEAR AND TEAR.
FOR THE SAME PERIOD, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORK OR EQUIPMENT FURNISHED
AND/OR INSTALLED BY HIM.
38. THE CONTRACTOR, BEFORE FINAL ACCEPTANCE BY THE OWNER WILL BE GRANTED, SHALL CLEAN
ALL LIGHTING FIXTURES, DEVICE PLATES, SERVICE FITTINGS AND OTHER ITEMS FURNISHED UNDER
THIS CONTRACT. HE SHALL INSURE THAT ALL DIRECTORIES ARE IN PLACE WITH COMPLETED OR
REVISED SCHEDULES AND ALL IDENTIFICATIONS AND MARKINGS OF EQUIPMENT, CABLES AND
OTHER ITEMS ARE COMPLETED.
39. THIS CONTRACTOR SHALL COORDINATE SEQUENCE OF WORK WITH ALL OTHER TRADES.
CONTRACTOR SHALL VERIFY VOLTAGE OF MECHANICAL EQUIPMENT AND FLUORESCENT FIXTURE
BALLASTS, PRIOR COMMENCING ANY WORK.
NO REMOVALS SHALL BE MADE WITHOUT OWNER'S APPROVAL. ALL EXISTING EQUIPMENT,
MATERIALS, ETC. THAT ARE NOT TO BE REUSED SHALL BE REMOVED COMPLETELY AND DISPOSED
OF BY THIS CONTRACT0R.
40. THIS CONTRACTOR SHALL MAKE ARRANGEMENTS FOR TEMPORARY POWER AND SHALL PAY THE
COST FOR THE UTILITY CONNECTION AND SHALL BE RESPONSIBLE FOR THE PROPER MAINTENANCE
OF THE TEMPORARY WORK AND FOR THE REMOVAL OF SAME.
CONTRACTOR SHALL PAY ALL UTILITY CHARGES IN CONNECTION WITH THE TEMPORARY POWER.
CONTRACTOR SHALL PROVIDE GROUND FAULT PROTECTION FOR ALL POWER EQUIPMENT USED ON
THE PREMISES DURING CONSTRUCTION.
41.SCOPE OF WORK
CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT AND FEES REQUIRED
TO COMPLETELY INSTALL, TEST AND PLACE THE HEREIN SPECIFIED EQUIPMENT, COMPONENTS,
CONTROLS, AND SYSTEMS IN SERVICE.
COMPLETE POWER AND LIGHTING DISTRIBUTION SYSTEMS INCLUDING ALL PANELS AND COMPLETE
BRANCH CIRCUIT WIRING SYSTEM
COMPLETE UTILITY MOTOR WIRING SYSTEMS (EXCEPT AS NOTED) COMPLETE LIGHTING FIXTURE
INSTALLATION
COMPLETE TELEPHONE CONDUIT SYSTEM. CONDUIT FROM POINT OF CONNECTION TO LANDLORD'S
SYSTEM AND ALL TERMINAL DEVICES, BOXES, CONDUIT, PLATES, ETC.
TEMPORARY ELECTRICAL SERVICE AS REQUIRED FOR CONSTRUCTION
WIRING AND FINAL CONNECTION TO ALL SIGNS AND GRAPHICS, FURNISHED BY THE OWNER
PROVISIONS FOR FIRE ALARM/SMOKE EVACUATION SYSTEM AND EXTENSION TO LANDLORD'S
SYSTEM
TESTING OF ALL CABLES AND CIRCUIT WIRING AFTER INSTALLATION
TESTING OF ALL ELECTRICAL EQUIPMENT
WARRANTY OF ALL WORK FOR A PERIOD OF ONE YEAR FROM DATED OF PROJECT CLOSE-OUT
42.ELECTRICAL SERVICE
PROVIDE ELECTRICAL AS INDICATED ON THE DRAWING.
ALL WORK NOT SPECIFICALLY NOTED AS BEING BY THE LANDLORD OR THE POWER COMPANY SHALL
BE PROVIDED BY THE ELECTRICAL CONTRACTOR.
CLOSELY COORDINATE ENTIRE INSTALLATION WITH THE POWER COMPANY.
CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL UTILITY FOR INSTALLATION OF
METERING.
43. CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE LOCAL TELEPHONE UTILITY FOR
TELEPHONE SERVICE TO THE SPACE, CONDUIT SYSTEM FOR TELEPHONE DISTRIBUTION TO THE
LEASED PREMISES SHALL BE PROVIDED WHERE REQUIRED FOR UTILITY COMPANY WIRES.
COORDINATE INSTALLATION OF TELEPHONE WORK AND INSTALL ALL CONDUIT FOR TELEPHONE
SYSTEM.
OUTLET BOXES SHALL BE 4" SQUARE MINIMUM WITH SINGLE DEVICE COVER AND TELEPHONE
PLATE.
PROVIDE INTERIOR TYPE 4-D PLYWOOD O SERVE AS TELEPHONE TERMINAL BOARD - VERIFY EXACT
LOCATION WITH JIMMY JOHN'S.
44. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND TOOLS TO PERFORM ELECTRICAL WORK
SHOWN, NOTED OR SCHEDULED FOR A COMPLETE AND FINISHED INSTALLATION.
44.1 THE WORD "PROVIDE" AS USED HEREIN MEANS TO FURNISH AND INSTALL COMPLETE.
44.2 MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING COMPONENTS THEREOF, SHALL BE NEW AND
SUCH AS APPEARS ON THE UNDERWRITER'S LABORATORY LIST OF APPROVED ITEMS AND SHALL
MEET THE REQUIREMENTS OF RECOGNIZED STANDARDS.
44.3 EQUIPMENT SHALL BE SIZED IN CONFORMITY WITH REQUIREMENTS OF THE NATIONAL ELECTRICAL
CODE AND THE CITY CODES.
45. CONDUIT SHALL BE STANDARD STEEL, RIGID, IMC OR EMT (THIN WALL) ACCORDING TO CODE
REQUIREMENTS. CONDUIT SHALL BE CONCEALED IN FINISHED AREAS, EXCEPT AS OTHERWISE
APPROVED BY OWNER'S REPRESENTATIVE.
46. RACEWAYS SHALL BE SURFACE METAL TYPE OF THE SIZE AND CHANNEL REQUIRED FOR SERVICE,
CONSTRUCTED OF GALVANIZED STEEL WITH SNAP-ON COVERS, WITH 1/8" MOUNTING SCREW
KNOCKOUTS IN BASE APPROXIMATELY 8" O.C. PROVIDE FITTINGS INDICATED WHICH MATCH AND
MATE WITH RACEWAY. FINISH WITH MANUFACTURER'S STANDARD PRIME COATING SUITABLE FOR
PAINTING.
47. ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600V INSULATION:
47.1 #10 AND SMALLER - SOLID WITH SINGLE BRAID OR STRANDED
# 8 AND LARGER - STRANDED WITH AT LEAST DOUBLE BRAID.
MINIMUM WIRE SIZE SHALL BE #12, EXCEPT #14 MAY BE USED FOR CONTROL APPLICATIONS.
47.2 ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN UNBROKEN
PACKAGES.
47.3 GENERAL WIRING SHALL HAVE THW, THHN OR THWN INSULATION.
47.4 ALUMINUM CONDUCTORS ARE NOT PERMITTED FOR BRANCH CIRCUIT WIRING.
47.5 WIRES SHALL BE COLOR CODED IN KEEPING WITH NEC STANDARDS
48. OUTLET BOXES AND COVERS SHALL BE ONE PIECE, GALVANIZED OR SHERARDIZED STEEL,
KNOCK-OUT TYPE W/FIXTURE STUDS AS REQ.
JUNCTION BOXES, PULL BOXES AND COVERS SHALL BE GALVANIZED STEEL, CODE GAUGE AND
SIZE.
49.WIRING DEVICES
WALL SWITCHES, SINGLE POLE, DOUBLE POLE, AND THREE WAY SHALL BE GENERAL DUTY, FLUSH,
TOGGLE SWITCHES; SPECIFICATION GRADE, 20A, 120/277V, WITH SCREW TERMINALS:
MANUFACTURES SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON.
GENERAL DUTY DUPLEX RECEPTACLES SHALL BE 2-POLE, 3-WIRE GROUNDING TYPE,
SPECIFICATION GRADE, 20A, 125V, NEMA 5-20R UNLESS OTHERWISE INDICATED. MANUFACTURERS
SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON.
GROUND FAULT INTERRUPTER RECEPTACLE SHALL BE GENERAL DUTY, DUPLEX RECEPTACLES,
GROUND FAULT CIRCUIT INTERRUPTER, FEED-THROUGH TYPE, CAPABLE OF PROTECTING
CONNECTED DOWNSTREAM RECEPTACLES ON A SINGLE CIRCUIT, GROUNDING TYPE UL-RATED
CLASS A, GROUP 1, 20A, 120V, 60 HZ; WITH SOLID-STATE GROUND FAULT SENSING AND SIGNALING;
WITH 5 MILLIAMPERES GROUND-FAULT TRIP LEVEL; IN NEMA 5-15R CONFIGURATION.
MANUFACTURERS SHALL BE HUBBELL, BRYANT, PASS AND SEYMORE, OR LEVITRON.
DUPLEX ISOLATED GROUND TYPE RECEPTACLE SHALL BE 2-POLE, 4-WIRE, 15A STRAIGHT BLADE
DEVICE WITH SEPARATE ISOLATED GROUND AND BUILDING GROUND CONNECTIONS, IN NEMA 5-15R
CONFIGURATION, AS MANUFACTURED BY HUBBELL IG-5362.
ANY RECEPTACLE THAT IS INSTALLED AT OR BELOW 37 INCHES SHALL BE INSTALLED GROUND UP
AND ANY RECEPTACLE THAT IS INSTALLED AT OR ABOVE 38 INCHES SHALL BE INSTALLED GROUND
DOWN.
50. THIS CONTRACTOR SHALL PROVIDE, INSTALL AND CONNECT A COMPLETE SYSTEM OF GROUNDING
FOR ALL EQUIPMENT AND STRUCTURES. A GOOD MECHANICAL AND ELECTRICAL CONNECTION
SHALL BE MADE WITH APPROVED GROUNDING CONNECTORS.
ELECTRICAL SYSTEM AND EQUIPMENT GROUNDS SHALL COMPLY WITH ALL THE REQUIRED CITY
CODES, NEC CODES AND REGULATIONS.
PANELS, CONDUIT SYSTEMS, MOTOR FRAMES, LIGHTING FIXTURES AND OTHER EQUIPMENT THAT
ARE A PART OF THIS INSTALLATION SHALL BE SECURELY GROUNDED BOTH MECHANICALLY AND
ELECTRICALLY IN ACCORDANCE WITH ALL CITY CODES.
MAIN GROUNDING SYSTEM SHALL BE SIZED TO CONFORM WITH SECTION 250, TABLE 250-66 OF THE
NATIONAL ELECTRICAL CODE. PROVIDE CONDUIT TO GROUND WIRE FROM DAMAGE TO AN AREA 6
FT. ABOVE FLOOR. PROTECT
MAKE ALL JOINTS AND CONNECTIONS OF THE CONDUIT SYSTEM TIGHT TO MAINTAIN CONTINUITY
OF MECHANICAL AND ELECTRICAL GROUND THROUGHOUT ENTIRE SYSTEM.
GROUND ALL 3 WIRE RECEPTACLES TO THE OUTLET BOXES.
GROUND NEUTRAL FROM THE TRANSFORMER CONNECTED TO WATER LINE.
GROUND CONDUCTOR SHALL BE SUPPLIED IN ALL NON-METALLIC CONDUIT.
51. LIGHTING PANEL BOARD SHALL BE 3-PHASE, 4-WIRE DISTRIBUTED PHASE TYPE WITH SOLID
NEUTRAL GROUND LUG, GROUND BUS AND NUMBER OF CIRCUIT BREAKERS AS SHOWN ON THE
PANEL SCHEDULE. BUSWAYS SHALL BE HARD DRAWN COPPER. CABINET SHALL BE CONSTRUCTED
OF CODE GAUGE STEEL WITH HINGED DOOR HAVING DIRECTORY CARD, NEATLY AND PROPERLY
INSCRIBED AND SET IN FRAME WITH TRANSPARENT COVER.
ALL BREAKERS SHALL BE BOLTED TYPE, THERMAL MAGNETIC WITH ALL TWO OR THREE POLE
BREAKERS HAVING COMMON TRIP. CIRCUIT BREAKERS SHALL BE RATED FOR MINIMUM 10,000 AMP
SYMMETRICAL SHORT CIRCUIT CURRENT AT 120/208V.
CIRCUIT BREAKERS SERVING LIGHTING CIRCUITS SHALL BE RATED FOR SWITCH SERVICE.
PANELBOARDS AND BREAKERS SHALL BE AS MANUFACTURED BY SQUARE-D OR EQUAL.
PANEL SHALL BE CIRCUITED SO THAT THE LOAD IS DISTRIBUTED EVENLY ACROSS ALL THREE
PHASES.
52. PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON-FUSED, AS CALLED FOR ON
DRAWING AND AS REQUIRED BY THE CITY. SWITCHES SHALL BE HEAVY DUTY, LOAD AND
HORSEPOWER RATED AS MANUFACTURED BY SQUARE-D, GENERAL ELECTRIC, OR EQUAL. SWITCH
ENCLOSURE TO BE SUITABLE FOR APPLICATION.
FURNISH AND INSTALL DUAL ELEMENT CURRENT LIMITING FUSES OF TYPE AND AMPACITY DESIGNED
TO PROTECT SYSTEM AGAINST AVAILABLE SHORT CIRCUIT FAULT CURRENT.
53. IF REQUIRED: PROVIDE DRY-TYPE TRANSFORMER WHICH SHALL BE COMPLETELY ENCLOSED
EXCEPT FOR VENTILATING OPENINGS WITH KVA AND VOLTAGE RATINGS AS CALLED FOR ON THE
DRAWING AS MANUFACTURED BY SQUARE-D.
TRANSFORMER SHALL HAVE A MINIMUM OF CLASS 155 INSULATION SYSTEM, AND A MINIMUM OF (4)
2-1/2 % TAPS BELOW AND (2) 2-1/2 % TAPS ABOVE RATED PRIMARY VOLTAGE.
SOUND LEVEL SHALL BE LOW AND INSTALLATION SHALL INCLUDE VIBRATION DAMPENING MOUNTS
AND FLEXIBLE STEEL CONDUIT FOR PRIMARY AND SECONDARY.
54.LIGHTING FIXTURES
THE CONTRACTOR SHALL PROVIDE A NEW LIGHTING FIXTURE OF THE TYPE SPECIFIED FOR EACH
LIGHTING OUTLET SHOWN WITH COMPLETE LAMPS OR TUBES. ALL FIXTURES SHALL BE HUNG AND
MOUNTED IN PLACE, PROPERLY WIRED, TESTED AND LEFT READY FOR OPERATION.
55. PAINTING OF ELECTRICAL CONDUITS, ETC. IF REQUIRED, WILL BE BY GENERAL CONTRACTOR.
56. RECEPTACLES, SWITCHES, AND COVER PLATES IN CUSTOMER AREAS ARE TO MATCH THE
SURROUNDING WALL COLOR. ALL RECEPTACLES AND SWITCHES IN PREP AREA AND RESTROOMS
ARE TO BE WHITE. ALL COVER PLATES IN THE PREP AREA AND RESTROOMS NEED TO BE STAINLESS
STEEL.
57. FINALLY
IT IS THE INTENT THAT THE FOREGOING WORK SHALL BE COMPLETE IN EVERY RESPECT AND THAT
ANY MATERIAL OR WORK NOT SPECIFICALLY MENTIONED OR SHOWN ON THE DRAWINGS, BUT
NECESSARY TO FULLY COMPLETE THE WORK SHALL BE FURNISHED.
THE LOCATION OF RECEPTACLES AND FIXTURES SHOWN ON THE DRAWING IS APPROXIMATE AND
THE OWNER SHALL HAVE THE RIGHT TO RELOCATE ANY RECEPTACLES OR FIXTURES BEFORE THEY
ARE INSTALLED WITHOUT ADDITIONAL COST.
58. NO ROMEX OR BX WILL BE PERMITTED.
59. ALL WIRE SHALL BE INSTALLED IN THIN WALL (E.M.T.) CONDUIT UNLESS OTHERWISE NOTED.
MINIMUM SIZE SHALL BE 3/4" EXCEPT FOR DROPS FOR DEVICES, SWITCH LEGS, TEMPERATURE
CONTROL CONDUITS, WHERE INDICATED OR AS CALLED FOR ON DRAWINGS.
60. ALL THIN WALL FITTINGS SHALL BE OF THE STEEL COMPRESSION GLAND TYPE.
61. ALL UNDER FLOOR, UNDERGROUND OR EXPOSED-TO-WEATHER CONDUIT SHALL BE HEAVY WALL
GALVANIZED RIGID STEEL. (G.R.S.), MINIMUM 3/4".
62. ALL CONDUITS 2" OR LARGER SHALL BE GALVANIZED RIGID STEEL OR INTERMEDIATE METAL
CONDUIT (I.M.C.).
63. ELECTRICAL CONTRACTOR SHALL INSTALL SIZE OF CONDUIT SHOWN AND AS SCHEDULED ABOVE
AND SHALL NOT REDUCE SIZING OF CONDUITS TO SUIT WIRE FILL CAPACITY.
64. ALL CONDUIT FASTENERS, STRAPS, SUPPORTS ETC. MUST BE "BOLT-ON" GALVANIZED STEEL ON
EXPOSED CONSTRUCTION AND IN WET AREAS. ABOVE SUSPENDED CEILINGS WILL BE PERMITTED.
ALL FASTENERS, SNAP-ON BLACK METAL "CADDY" CLIPS IN METAL PARTITION WALLS AND STRAPS,
CLIPS, ETC. SHALL BE UL LISTED FOR THEIR USE.
65. NO CONDUITS SHALL BE ROUTED THROUGH HVAC AIR DUCTS.
66. ALL CONDUIT RACEWAYS SHALL BE CONCEALED IN OR WITHIN: WALLS, CEILING CAVITY, ROOF
CONSTRUCTION (WHERE APPROVED), SLAB, GRADE, ETC. UNLESS OTHERWISE NOTED. ANY
RACEWAY THAT IS TO BE ROUTED EXPOSED SHALL BE APPROVED BY THE ARCHITECT/ENGINEER
PRIOR TO INSTALLATION. ALL CONDUIT SHALL BE ROUTED PARALLEL OR PERPENDICULAR TO WALLS
AND STRUCTURAL MEMBERS WITH 90° F BENDS WHERE REQUIRED AND SHALL BE RACKED. PULL
AND JUNCTION BOXES SHALL BE HELD TO A MINIMUM.
67. NO WIREWAY, THROUGH OR JUNCTION SHALL BE UTILIZED WHERE MORE THAN 8 CONDUITS ARE
ENTERING OR LEAVING. MULTIPLE WIREWAYS, TROUGHS OR JUNCTIONS SHALL BE UTILIZED. IN NO
CASE SHALL FEED OR CONDUIT OR CABLING BE MIXED WITH BRANCH CONDUIT.
68. NO CONDUITS SHALL BE ROUTED ON ROOF. ELECTRICAL CONTRACTOR SHALL COORDINATE ROOF
PENETRATIONS WITH MECHANICAL PIPE CURBS. WHERE CONDUIT MUST BE RUN ON ROOF, IT SHALL
BE RACKED WITH OTHER TRADES WHERE POSSIBLE OR PROVIDED WITH ITS OWN ROOF RACK
SUPPORT SYSTEM WITH PROPER ROOF PLATE SO AS NOT TO CAUSE DAMAGE TO ROOF COVERING.
69. ELECTRICAL CONTRACTOR SHALL FIREPROOF ALL CONDUIT OPENINGS BETWEEN FLOORS AND ANY
INTERSPACE FIRE SEPARATION BLOCK WALLS WITH AN ENGINEER APPROVED UL LISTED FIRE
RETARDANT MATERIAL.
70. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL SLEEVES THRU WALLS AND CORING
THRU FLOORS. ELECTRICAL CONTRACTOR SHALL WEATHERPROOF ALL PENETRATIONS THRU
FOUNDATION AND EXTERIOR WALLS.
71. FINAL EQUIPMENT CONNECTION TO PILOT CONTROL DEVICES SHALL BE MADE WITH 1'-0" MINIMUM
LENGTH OF FLEXIBLE CONDUIT CONNECTION (IE. SOLENOID VALVES, MOTORIZED DAMPERS, ETC.).
72. ELECTRICAL CONTRACTOR SHALL PROVIDE LOCAL LOW VOLTAGE SWITCHING IN LIEU OF LINE
VOLTAGE SWITCHING FOR 277 CIRCUITS IF REQUIRED BY LOCAL CODE. ELECTRICAL CONTRACTOR
SHALL PROVIDE BARRIERS TO SEPARATE DIFFERENT PHASES IN 277 VOLT GANGED SWITCH BOXES.
M E C H A N I C A L , E L E C T R I C A L , P L U M B I N G G E N E R A L N O T E S
Reviewed by
SAFEbuilt
12/12/2019
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
MEP-2
SPECIFICATIONS
MECH./ELEC./PLUMB.
DUPLEX RECEPTACLE, 208V, 20 AMP RATED 18" A.F.F. UNLESS OTHERWISE NOTED. MOUNTED IN
COMMON JUNCTION BOX.
DESCRIPTIONSYMBOL
J
J
SYMBOL DESCRIPTIONMATERIALS:
1. ALL MATERIALS SHALL BE NEW, OF FIRST QUALITY AND UL LISTED FOR THE SPECIFIC DESIGN PURPOSE.
2. SANITARY, VENT AND STORM LINES SHALL BE CAST IRON AND AS PERMITTED BY THE CITY AUTHORITIES. PVC NOT
PERMITTED WHERE DISCHARGE EXCEEDS 90°F
3. ALL WATER AND WASTE PIPING TO BE RUN ON WARM SIDE OF INSULATION.
4. DOMESTIC SUPPLY PIPING LOCATED ABOVE THE FINISHED FLOOR SHALL BE TYPE "L" COPPER. UNDERGROUND DOMESTIC
SUPPLY PIPING SHALL BE TYPE "K" COPPER.
5. THREADED FITTINGS ON GALVANIZED STEEL PIPING SHALL BE 150# CLASS GALVANIZED MALLEABLE IRON FITTING
CONFORMING TO ASTM A-197 SPECIFICATION.
6. FURNISH AND INSTALL UNIONS WHERE INDICATED OR NECESSARY FOR REPAIR OR SERVICE. UNIONS 2" AND SMALLER
SHALL BE STANDARD GROUND JOINT BRASS TO IRON SEAT, MALLEABLE IRON, SCREWED. UNIONS 2-1/2" AND LARGER
SHALL BE STANDARD CAST IRON FLANGED UNIONS 125# CLASS.
7. VALVES SHALL BE MANUFACTURED BY CRANE, STOCKHAM.
8. DOMESTIC HOT WATER SUPPLY PIPING SHALL BE INSULATED WITH ONE OF THE FOLLOWING: (INSTALL AS RECOMMENDED
BY MANUFACTURER).
A. 1" THICK PREFORMED FIBERGLASS WITH "K" FACTOR OF 0.23 MAXIMUM AT 75°F. MEAN TEMPERATURE. JACKET TO BE
FACTORY APPLIED KRAFT PAPER WITH VAPOR BARRIER.
B. 1" THICK MOLDED RIGID PHENOLIC FOAM WITH "K" FACTOR OF 0.23 MAXIMUM AT 78°F MEAN TEMPERATURE WITH FACTORY
APPLIED LAMINATED ALUMINUM FOIL AND WHITE KRAFT PAPER VAPOR BARRIER JACKET.
9. DOMESTIC COLD WATER PIPING AND SUSPENDED HORIZONTAL STORM SEWERS AND ALL FITTINGS SHALL BE INSULATED
WITH: (INSTALL AS RECOMMENDED BY MANUFACTURER).
A. 1/2" THICK INSULATION W/ FRK WRAP FOR PIPING UP TO 1-1/4" DIAMETER.
B. 1" THICK AT STORM
C. SEAL BUTT & LONGITUDIAL JOINTS W/ WATERPROOF SEALANT.
10. PIPE INSULATION AT ALL PIPE HANGERS SHALL CONSIST OF INSUL-SHIELD FIBERGLASS PIPE SUPPORTS AS
MANUFACTURED BY INSUL-COUSTIC OR ARCHITECT/ENGINEER APPROVED EQUAL.
11. HANGERS SHALL BE OF STANDARD WEIGHT STEEL OR IRON ROD AND RING OR CLEVIS TYPE.
PROCEDURES:
1. ALL SUSPENDED HORIZONTAL PIPING SHALL BE SUPPORTED BY HANGERS SPACED NO FURTHER THAN 8' - 0" APART (4' -0"
APART FOR PVC PIPING). NO PIPING SHALL BE SELF-SUPPORTING NOR BE SUPPORTED FROM EQUIPMENT CONNECTIONS
AND PER U.P.C. TABLE 3-2.
2. ALL PARALLEL PIPES [TWO (2) OR MORE] SHALL BE SUPPORTED ON A CHANNEL TYPE TRAPEZE HANGER.
3. SUPPORTS AND HANGERS SHALL BE INSTALLED TO PERMIT FREE EXPANSION AND CONTRACTION IN PIPING SYSTEMS
UNLESS PIPE REQUIRES FIRM ANCHOR CONTROL.
4. HORIZONTAL SOIL OR WASTE LINES SHALL BE AT A SLOPE OF NOT LESS THAN AS NOTED IN NOTE #(17) BELOW AND SHALL
BE HELD CLOSE TO THE CONSTRUCTION TO MAINTAIN A MAXIMUM OF HEAD ROOM. ALL CHANGES OF DIRECTION AND
JUNCTIONS SHALL BE MADE WITH "Y" FITTINGS AND 1/8" BENDS. NO LINES OF ANY KIND SHALL BE LOCATED BELOW
FREEZERS. ALL DRAIN LINES SHALL BE PROTECTED FROM FREEZING.
5. HOT AND COLD WATER PIPING SHALL BE PROPERLY PITCHED TO LOW POINTS IN THE SYSTEM WHERE DRAINS SHALL BE
INSTALLED.
6. CLEANOUTS SHALL BE PLACED AT ALL DEAD ENDS, AT CHANGES OF DIRECTION, AT 50'-0" INTERVALS ON HORIZONTAL
RUNS, OUT OF HIGH TRAFFIC AREAS, (NOT UNDER CASES) ETC. WHERE CLEANOUTS OCCUR IN CONCEALED SPACES, THEY
SHALL BE PROVIDED WITH EXTENSIONS TO FLOOR ABOVE OR TO WALLS. A HAND-HOLE TEST TEE SHALL BE PLACED AT
THE BASE OF EACH STACK.
7. VENT STACKS EXTENDING UP THROUGH THE ROOF SHALL BE FLASHED WITH SIX POUND SHEET LEAD. FLASHING SHALL
EXTEND 12" IN ALL DIRECTIONS FROM THE VENT, CARRIED OVER AND TURNED DOWN THE INSIDE OF THE VENT. ALL SEAMS
AND JOINTS OF FLASHING SHALL BE SOLDERED AND PROVEN WEATHERTIGHT. EXTEND VENTS A MIN. OF 12" ABOVE ROOF,
AND 30" AWAY FROM PARAPET.
8. ALL SUPPLY PIPING TO BE RUN OVERHEAD, UNLESS NOTED OTHERWISE.
9. ALL SUPPLY PIPING TO BE A MINIMUM OF 1/2" DIA.
10. EACH FIXTURE WILL HAVE A 3/4" X 12" AIR CHAMBER.
11. PROVIDE SERVICE VALVE AT BRANCHES AND AT ALL APPLIANCES.
12. ALL FIXTURES WILL BE FURNISHED WITH INTEGRAL STOPS.
13. BURIED SANITARY AND WASTE LINES WILL BE AS NOTED ON PLUMBING PLAN..
14. ALL FLOOR DRAINS AND FIXTURES TO BE VENTED IN ACCORDANCE WITH LOCAL CODES.
15. ALL HORIZONTAL VENT PIPING SHALL BE RUN ABOVE FINISHED CEILINGS AND SLOPED UP TOWARD MAIN STACK.
16. THE PLUMBING CONTRACTOR WILL NOT INSTALL COMBUSTIBLE PIPING MATERIAL IN OR THROUGH FIRE RATED
ASSEMBLIES.
17. HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THAN 1/4" PER FOOT FOR PIPING 3" DIA. AND UNDER.
18. HORIZONTAL DRAINAGE PIPING SHALL BE PITCHED NOT LESS THEN 1/4" PER FOOT FOR PIPING 4" DIA. AND OVER.
19. ALL EQUIPMENT DEVICES SHALL BE INSTALLED WITH UNIONS IN SUCH A MANNER TO FACILITATE EASY REMOVAL AND
MAINTENANCE OF EQUIPMENT WITHOUT DISRUPTING SERVICE AND CAUSING MAJOR PIPING REVISIONS.
20. ALL CONNECTIONS BETWEEN DISSIMILAR METALS SHALL BE MADE WITH DIELECTRIC UNIONS OR COUPLINGS.
21. JOINTS IN COPPER TIUBING SHALL BE MADE BY THE APPROPRIATE USE OF APPROVED COPPER OR COPPER
ALLOYFITTINGS. SURFACES TO BE JOINED BY SOLDERING SHALL BE CLEANED BRIGHT BY MANUAL OR MECHANICAL MEANS.
THE JOINTS SHALL BE PROPERLY FLUXED WITH AN APPROVED TYPE-FLUXAND MADE UP WITH APPROVED SOLDE. SOLDER
AND FLUXES SHALL BE MANUFACTURED TO APPROVED STANDARDS. SOLDER AND FLUXES WITH A LEAD CONTENT THAT
EXCEEDS TWO-TENTHS (.20) OF 1 PERCENT SHALL BE PROHIBITED IN PIPING SYSTEMS USED TO CONVET POTABLE WATER.
NOTE:
1. RECEPTACLES, SWITCHES, AND COVER PLATES IN DINING ROOM ARE TO MATCH THE SURROUNDING
WALL FINISHES.
2. ALL RECEPTACLES AND SWITCHES IN PREP AREA AND RESTROOMS NEED TO BE WHITE.
3. ALL COVER PLATES IN THE PREP AREA AND RESTROOMS NEED TO BE STAINLESS STEEL.
4. ON ALL CONDUIT RUNS:
A. ARROW INDICATE HOME RUN TO PANEL.
B. SLASHES INDICATE QUANTITY OF WIRES.
1. SHORT SLASHES INDICATE PHASE AND SWITCH LEGS.
2. LONG SLASHES INDICATE NEUTRAL CONDUCTORS.
3. LONG SLASHES WITH DOT INDICATE GREEN GROUND CONDUCTORS.
5. DOTTED SYMBOL ON PLAN INDICATES EXISTING FIXTURE, DEVICE OR EQUIPMENT. REFER TO
DEMOLITION NOTES AND SYMBOLS FOR FIXTURE INFORMATION.
GROUND INDICATES GREEN GROUND CONDUCTOR CONNECTED TO EQUIPMENT AND PANEL
GROUND FAULT INTERRUPTER
FURNISHED AND INSTALLED
FURNISHED BY OTHERS
INDICATES FIXTURE CONNECTED TO EMERGENCY SERVICE
ELECTRICAL CONTRACTOR
ABOVE FINISHED FLOORA.F.F.
E.C.
EM
F.B.O.
F & I
GFI
GRND
NL
WP
NIGHT LIGHT, 24 HOUR OPERATION
SINGLE GANG OUTLET, STUB EMPTY CONDUIT 6" INTO ACCESSIBLE CEILING SPACE FOR CRT CABLES.
CABLES F.B.O. UNLESS NOTED OTHERWISE.
MECHANICAL EQUIPMENT TAG-SEE MECHANICAL EQUIPMENT SCHEDULE
NON-FUSED DISCONNECT SWITCH, SIZE AND RATING AS NOTED ON DRAWING
FUSED DISCONNECT SWITCH, SIZE AND RATING AS NOTED ON DRAWINGS
ELECTRICAL PANEL
MOTOR CONNECTION
SINGLE GANG TELEPHONE OUTLET, STUB "EMPTY CONDUIT 6" INTO ACCESSIBLE CEILING SPACE UNLESS
NOTED OTHERWISE
JUNCTION BOX WALL MOUNTED
JUNCTION BOX CEILING MOUNTED
DOUBLE DUPLEX RECEPTACLE, 120V, 20 AMP RATED 18" A.F.F. UNLESS OTHERWISE NOTED. MOUNTED IN
COMMON JUNCTION BOX.
DUPLEX RECEPTACLE, 120 VOLT, 20 AMPERE RATED. UNLESS NOTED OTHERWISE. HUBBELL OR LEVITON
#5362-I.
SUBSCRIPT:
"GFI" - DENOTES GROUND FAULT INTERRUPTER TYPE RECEPTACLE
"IG" - DENOTES ISOLATED GROUND TYPE RECEPTACLE HUBBELL OR LEVITON #IG-5362
INDICATES "GREEN" GROUND CONDUCTOR, SIZED AS NOTED ON DRAWINGS
CONDUIT RUN ROUTED CONCEALED IN/BELOW CONCRETE SLAB OR BELOW GRADE.
CONDUIT RUN ROUTED CONCEALED IN WALLS OR ABOVE CEILING IN FINISHED AREAS. CONDUIT
EXPOSED IN UNFINISHED AREAS
THERMAL OVERLOAD TOGGLE SWITCH WITH PROPERLY SIZED HEATER ELEMENTS, 48" A.F.F. UNLESS
EQUIPMENT MOUNTED
SINGLE POLE TOGGLE SWITCH, 20 AMPERE RATED, MOUNTED 48" A.F.F. UNLESS
NOTED OTHERWISE.
SUBSCRIPT:
"a" - LOWER CASE LETTER INDICATES SWITCH CONTROL
"3" - DENOTES THREE WAY TOGGLE SWITCH
"2P" - DENOTES TWO POLE TOGGLE SWITCH
"P" - DENOTES LIGHTED HANDLE TOGGLE SWITCH, LIGHT IN SWITCH
SHALL LIGHT WHEN EQUIPMENT IS OPERATING
"4" - DENOTES FOUR WAY TOGGLE SWITCH
WEATHERPROOF
RETURN DUCT UP THRU FLOOR/ ROOF
MANUAL VOLUME DAMPER
THERMOSTAT
EQUIPMENT TAG
GAS PIPING
GAS COCK
REDUCER
SUPPLY DUCT UP THRU FLOOR/ ROOF
UNDERCUT DOOR
ROOFTOP UNIT
OUTSIDE AIR INTAKE
NECK
MANUAL VOLUME DAMPER
GRILLE
FURNISHED BY OTHERS
EXTERNAL STATIC PRESSURE
EXHAUST FAN
EACH
DIFFUSER
CUBIC FEET OF AIR PER MINUTECFM
DIFF
EA
EF-#
ESP
FBO
GR
MVD
NK
OAI
RTU-#
U-CUT
1. ELECTRICAL CONTRACTOR SHALL REVIEW THE ARCHITECTURAL DRAWINGS TO VERIFY THE EXTENT
OF THE DEMOLITION AND REMODELING WORK. ELECTRICAL CONTRACTOR SHALL SURVEY EXISTING
SITE AND DETERMINE EXTENT OF NECESSARY REALLOCATIONS. REMOVALS AND REPAIRS TO
EXISTING ELECTRICAL WORK REQUIRED TO AVOID CONFLICTS WITH NEW CONSTRUCTION TO MEET
MINIMUM CITY AND STATE CODE REQUIREMENTS. ALL ELECTRICAL OUTLETS, FIXTURES
RECEPTACLES, DEVICES, ETC. NOT BEING REUSED SHALL BE REMOVED AND OUTLETS ARE TO BE
CAPPED ACCORDING TO NOTE #7: CONDUIT TO BE ABANDONED IN PLACE: AND ALL WIRING SHALL BE
DISCONNECTED AT SOURCE AND REMOVED COMPLETELY. NO EXISTING JUNCTIONS OR CONDUIT
COVERS SHALL BE BURIED IN NEW WALLS. ELECTRICAL CONTRACTOR TO RELOCATE SAME AS
REQUIRED. A FIELD SURVEY VERIFICATION IS MANDATORY IN ORDER TO SUBMIT AN ELECTRICAL BID,
FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR FROM PERFORMING THE WORK OF THIS
CONTRACT.
2. EXISTING CONDUIT CAN BE REUSED PROVIDING IT IS CHECKED FOR CONTINUITY OF GROUND, BLOWN
FREE OF DEBRIS, AND DOES NOT INTERFERE WITH NEW CONSTRUCTION.
3. ALL CUTTING AND PATCHING OF EXISTING PLASTER, DRYWALL, WOOD, CONCRETE ETC., FOR THE
ELECTRICAL INSTALLATION IS BY THE ELECTRICAL CONTRACTOR. BEFORE ANY CUTTING, APPROVAL
FROM THE ARCHITECT IS NECESSARY. CARE IS TO BE TAKEN AND ALL CUTS OR CORING ARE TO BE
SQUARE - NO CHOPPING!
4. ALL EXISTING EQUIPMENT IS TO REMAIN OPERATIONAL DURING THE CONSTRUCTION PERIOD. ANY
TEMPORARY WIRING OR REROUTING OF CIRCUITRY TO ACHIEVE THIS IS BY THE ELECTRICAL
CONTRACTOR. SHUTDOWN OF EXISTING SERVICES SHALL ONLY BE PERMITTED UPON WRITTEN
APPROVAL FROM THE OWNER AND THEN ONLY FOR THE DATE AND DURATION AGREED UPON.
INCLUDE ALL PREMIUM TIME CHARGES IN THE BASE BID.
5. UNLESS INDICATED OTHERWISE, ALL LIGHTING FIXTURES, ELECTRICAL DEVICES AND ALL ITEMS OF
THE EXISTING HVAC SYSTEM SHALL REMAIN UNLESS IN CONFLICT WITH REMODELING.
6. ALL LIGHTING FIXTURES REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY OF THE
OWNER. IF THE OWNER ELECTS NOT TO RETAIN FIXTURES, ELECTRICAL CONTRACTOR SHALL
REMOVE FIXTURES FROM JOB SITE AND DISPOSE OF PROPERLY.
7. ELECTRICAL CONTRACTOR SHALL BLANK WITH PROPER FINISH PLATE IF FLUSH OUTLET EXISTS FOR
ITEMS TO BE REMOVED. ANY INTERRUPTION OF CIRCUITING TO AREAS NOT BEING REMODELED
SHALL BE INTERCEPTED AT A LOCATION THAT DOES NOT INTERFERE WITH NEW CONSTRUCTION.
HOMERUN CIRCUITING FOR THESE INTERRUPTED CIRCUITS IS TO BE NEW WIRING. AFTER REMOVAL,
ALL CONTINUITY IS TO BE CHECKED FOR ALL OUTLETS IN THE AREAS NOT BEING REMODELED TO
INSURE PROPER FUNCTIONING.
8. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR REMOVAL OR
RELOCATION OF EXISTING ELECTRICAL EQUIPMENT (FOR EXAMPLE: LIGHTING FIXTURES,
RECEPTACLES, DEVICES, CONDUIT AND WIRING) THAT WILL BE ABANDONED OR IN CONFLICT WITH
NEW CONSTRUCTION. NO ADDITIONAL COST WILL BE PERMITTED. REFER TO ARCHITECTURAL
DRAWINGS FOR EXTENT OF REMODELING.
9. ALL CONDUIT, DEVICES, FIXTURES, ETC. SHOWN IN THE DEMOLITION DRAWINGS TO BE REMOVED OR
RELOCATED ARE ONLY FOR THE CONVENIENCE OF THE BIDDERS. ELECTRICAL CONTRACTOR SHALL
FIELD VERIFY ALL ITEMS PRIOR TO SUBMITTING A BID.
10. NEW WORK AND EQUIPMENT IN THE EXISTING BUILDING HAS BEEN INDICATED ON THE DRAWINGS AS
ACCURATELY AS POSSIBLE. EACH CONTRACTOR SHALL ADJUST HIS WORK AS REQUIRED TO AVOID
EXISTING DUCTS, PIPES, CONDUITS AND BEAM NOT SHOWN ON PLANS. EACH CONTRACTOR SHALL
ADAPT HIS WORK TO MEET ALL ACTUAL CONDITIONS ON THE EXISTING PREMISES.
1. ALL EQUIPMENT/DEVICES SHALL BE NEW AND OF FIRST RATE QUALITY (UNLESS
OTHERWISE SPECIFIED) AND IS TO BEAR THE APPROPRIATE AGA, CSA OR UL APPROVED
LABELS, LISTINGS, AND CERTIFICATIONS FOR THE SPECIFIC DESIGN PURPOSE.
2. ALL EQUIPMENT SOUND LEVELS SHALL NOT EXCEED 50 DB AT PROPERTY LINE.
3. ALL INTERCONNECTING WIRING AT UNIT SHALL BE FACTORY PREWIRED AND REQUIRE
ONLY ONE (1) POWER CONNECTION TO THE UNIT BY THE ELECTRICAL CONTRACTOR.
DISCONNECT SWITCH SHALL BE BY THE ELECTRICAL CONTRACTOR UNLESS NOTED
OTHERWISE.
4. ELECTRICAL CONTRACTOR SHALL FURNISH COMBINATION MAGNETIC
STARTER-DISCONNECT SWITCHES AS REQUIRED (WEATHERPROOF FOR EQUIPMENT
LOCATED OUTSIDE OF BUILDING). THE ELECTRICAL CONTRACTOR WILL INSTALL.
5. SUBMIT EIGHT (8) COPIES OF EACH CATALOG CUT, FOR THE EQUIPMENT SPECIFIED, TO
THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO THE BEGINNING OF
CONSTRUCTION. THIS CONTRACTOR SHALL ALSO ASSEMBLE PRINTED INSTRUCTIONS
FOR THE OPERATION AND MAINTENANCE OF EACH ITEM INSTALLED AND BIND
TOGETHER WITH EQUIPMENT CUTS AND CONTROL WIRING DIAGRAMS. SUBMIT EIGHT (8)
COPIES TO THE OWNER/ARCHITECT/ENGINEER.
6. THIS CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW STRUCTURAL STEEL
MEMBERS, SLEEVES, AND SHIMS REQUIRED TO LEVEL AND SUPPORT EQUIPMENT, ROOF
CURBS AND EQUIPMENT SUPPORTS.
DUCTWORK:
1. ALL DUCTWORK SHALL BE FABRICATED FROM GALVANIZED METAL IN ACCORDANCE
WITH SMACNA STANDARDS FOR LOW AND MEDIUM PRESSURE DUCT CONSTRUCTION,
DUCT SIZES SHOWN INDICATE INSIDE DIMENSIONS.
2. ALL DUCTWORK ACCESS DOORS SHALL BE OF SUFFICIENT SIZE TO PERMIT EASY
ACCESS AND THE SERVICING OF DAMPERS, CONTROLS, DEVICES, ETC. ACCESS
DOORS SHALL BE VENTLOK COMPLETE WITH #50 HINGES WITH BRASS PINS, #100
LATCHES, DOOR GASKETS, ETC. DOORS LOCATED IN INSULATED DUCTWORK SHALL
HAVE 1/2" THICK FIBERGLASS INSULATION BETWEEN TWO THICKNESS OF SHEET
METAL.
3. DUCTWORK SHALL COMPLY WITH ALL REGULATIONS REGARDING FIRE STOPPING,
PROOFING AND DAMPERING. ACCESS DOORS OF SUFFICIENT SIZE FOR EASY ACCESS
AND SERVICING SHALL BE PROVIDED AT ALL FIRE DAMPERS.
4. AIR VELOCITY IN LOW PRESSURE MAIN SUPPLY TRUNKS SHALL NOT EXCEED 1500 FPM,
IN SUPPLY BRANCHES VELOCITY SHALL NOT EXCEED 1200 FPM, AND IN RETURN AIR
DUCT VELOCITY SHALL NOT EXCEED 1200 FPM.
DUCT INSULATION:
1. ALL SUPPLY DUCTWORK FROM HEATING/COOLING UNITS SHALL BE LINED WITH 1-1/2 LB
DENSITY, 1/2" THICK FIBERGLASS DUCT LINER. DUCT LINING AND ADHESIVE SHALL BE
IN CONFORMANCE WITH NFPA NO. 90A STANDARDS.
2. ALL RETURN DUCTWORK WITHIN 10'-0" OF HEATING/COOLING UNITS SHALL BE LINED
WITH 1-1/2 LB DENSITY, 1/2" THICK FIBERGLASS DUCT LINER. DUCT LINING AND
ADHESIVE SHALL BE IN CONFORMANCE WITH NFPA NO. 90A STANDARDS.
3. ALL EXHAUST DUCTWORK ON THE SUCTION SIDE OF EXHAUST FANS SHALL BE LINED
WITH 1-1/2 LB DENSITY, 1/2" THICK FIBERGLASS DUCT LINER, FOR A MINIMUM DISTANCE
OF 10'-0".
4. ALL DUCT INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 25
AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50.
5. EXPOSED SPIRAL DUCT SHALL BE UN-INSULATED. PROVIDE INSULATION ONLY IF
REQUIRED BY GOVERNING AGENCIES.
DUCT SMOKE DETECTOR :
1. DUCT SMOKE DETECTORS SHALL BE INSTALLED IN SUPPLY AND RETURN DUCTS ON
ALL A/C EQUIPMENT 2000 CFM OR LARGER. ELECTRICAL CONTRACTOR TO SUPPLY AND
WIRE DETECTOR. MECHANICAL CONTRACTOR TO DUCT MOUNT DETECTOR.
ELECTRICAL AND MECHANICAL CONTRACTORS TO COORDINATE SIZES AND TYPES FOR
INSTALLATION.
GAS PIPING: (IF APPLICABLE)
1. THIS CONTRACTOR SHALL CONTACT LOCAL GAS COMPANY TO COORDINATE: NEW GAS
LOAD EXISTING, METER LOCATION, AND PRESSURE REGULATOR ASSEMBLY.
2. GAS PIPING SHALL BE SCHED. 40 BLACK CARBON STEEL, WITH MALLEABLE IRON 150 LB.
FITTINGS. GAS PIPING LARGER THAN 2" SHALL BE WELDED, PIPING UNDER 2" SHALL BE
THREADED CONNECTIONS - PAINT TO MATCH.
3. GAS COCKS (CRANE #254 WITH CHECK OR EQUAL), AND DIRT LEGS (MIN. 6") SHALL BE
INSTALLED IN THE PIPING TO EACH PIECE OF GAS FIRED EQUIPMENT.
4. BEFORE FINAL EQUIPMENT CONNECTIONS ARE MADE, PNEUMATICALLY TEST GAS
PIPING AT 15 PSIG AIR PRESSURE. THE PRESSURE TEST SHALL BE DEEMED
ACCEPTABLE IF THE PIPING SYSTEM HOLDS THE PRESSURE FOR FOUR (4) HOURS.
TESTING SHALL BE WITNESSED BY OWNER.
E L E C T R I C A L S Y M B O L S L I S TP L U M B I N G M A T E R I A L & P R O C E D U R E N O T E S M E C H A N I C A L S Y M B O L S L I S TM E C H A N I C A L E Q U I P M E N T N O T E S
E L E C T R I C A L S Y M B O L S N O T E S
M E C H A N I C A L M A T E R I A L
A N D P R O C E D U R E N O T E S
E L E C T R I C A L D E M O L I T I O N N O T E S
Reviewed by
SAFEbuilt
12/12/2019
PLUMBING:ELECTRICAL:
SHEET A-4
ADD NOTE STATING:
KOLPAK DUO-PACK WALK-IN FREEZER/COOLER WITH REMOTE MOUNTED
COMPRESSORS UNIT.
COMPRESSOR SHALL BE MOUNTED ON THE ROOF ON ONE BASE.
CONTRACTOR SHALL VERIFY EXACT REQUIREMENTS WITH JIMMY JOHN'S
EQUIPMENT SUPPLIER.
35/2 FREEZER
3270
3270
20/1 COOLER 1286
ALTERNATE FREEZER/COOLER POWER PLAN
1/2" = 1'-0"C
ALTERNATE MECHANICAL CONNECTIONS FOR THE REMOTE SPLIT SYSTEM COMPRESSOR FOR THE WALK-IN COOLERS
CONTRACTOR TO CONFIRM TYPE OF WALK-IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE
REMOTE AND DIRECT MOUNTED. CONTACT JUSTIN CHAPMAN WITH KEC DESIGN AT 217-356-1640.
ARCHITECTURAL:
SHEET E-1
DISCONNECT SWITCH FOR SINGLE POINT CONNECTION TO CONDENSING
UNIT. FUSE PER UNIT NAME PLATE.
CONTRACTOR TO INSTALL CONTROL WIRING BETWEEN THE EVAPORATOR
UNIT AND CONDENSING UNIT AND INSTALL DRAINLINE HEAT TAPE PER
MANUFACTURERS RECOMMENDATIONS.
SHEET E-3
2
1
ALTERNATE FREEZER/COOLER PLUMBING PLAN
1/2" = 1'-0"B
1
MECHANICAL:
SHEET M-1
NEW ROOF MOUNTED REMOTE CONDENSING UNIT PROVIDED BY OWNER,
INSTALLED BY REFRIGERATION CONTRACTOR. ROUTE LIQUID/SUCTION
REFRIGERANT LINES THRU ROOF TO COOLER/FREEZER EVAPORATORS.
ALTERNATE FREEZER/COOLER MECHANICAL PLAN
1/2" = 1'-0"A
1
SHEET P-1
CONDENSATE LINES MUST STUB OUT DIRECTLY FROM WALKINS 20"
BELOW CEILING OF WALK-INS, CENTERED ON BACK PANEL OF EACH BOX.
MUST NEVER HAVE EXPOSED LINES ON INSIDE OF WALK-INS. ROUTE 1"
CONDENSATE LINES FROM COOLER/FREEZER EVAPORATORS IN
CAVITY/FURR WALL AS SHOWN. MUST RUN 1'-0" PER 1/2" DROP. MUST
STUB OUT AT 12" ABOVE FLOOR DRAIN AND TERMINATE WITH AIR GAP.
HEAT TRACE CONDENSATE LINE INSIDE FREEZER. WRAP ARMAFLEX
AROUND THE CONDENSATE LINES IN THE WALK-IN FREEZER AND
INSULATE LINES IN THE COOLER.
2
T
J
A-19
WP
A-9,11
A-13
WALK-IN FREEZER EVAP./
KOLPAK DUO-PAK UNIT
WALK-IN COOLER
EVAPORATOR
10.72A 35A/2P
DISCONNECT 2P, 35A23
23A 20A/1P
DISCONNECT
-VERIFY 1P, 20A INTERLOCK WITH FREEZER EVAPORATOR120V/1 Ø
208V/1 Ø 3 #8, 1 #10
GRD., 1" C.ON ROOF
POWER FOR FREEZER / DUO-PACK
LOCATED ON ROOF AT DUO-PACK
2 #12, 1 #12
GRD., 3/4"C.
E Q U I P M E N T P O W E R S C H E D U L E X F I X T U R E A N D E Q U I P M E N T S C H E D U L E
1
1
5' x 6' x 7'-6" TALL WALK-IN FREEZER
8' x 6' x 7'-6" TALL WALK-IN COOLER
23
23A
KOLPAK DUO-PAK 208V-1P-WIRE TO J-BOX
120V-1P-1WIRE TO J-BOXKOLPAK DUO-PAK
1
23A
23
FD
2 SQ
J
P A-17
1
23A
23
1
23A
23J
P A-17
1
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
MEP-3
SPECIFICATIONS
ALT. WALK-INS
Reviewed by
SAFEbuilt
12/12/2019
FIRE
SPRINKLER
ROOM
102
BACKROOM
100
DINING
101
PREP
A-3,5
+72"
17
A-25
+12"
22 A-36
+72"
A-34
+81"
16D
6
23A
4
A-18I.G.
GFI
1
8
A-32 A-30
49
WH
1
A-20
A-20
A-20
23
A-13,15
11
104
WOMEN
13
12
B-5
+108"
A-9,11
T
B-13
2 #12,
3/4"C
B-11
2 #12,
3/4"C
5
WP
JJ
MOUNT IN
CABINET
A-29
+60"15A
1413
3A
A-33
+12"
16
J
J
P
13
A-27
+12"
A-3129
A-26
3 A-1
I.G.
GFI
A-1
I.G.
GFI
A-26
A-28
10
103
MEN
T
A-17
8A
B-9
+12"
9
B-7
B-3
3
A-2-k
A-2-k
27
A-7
+44"
A-2-k
A-12-k
3
A-12-kA-2-k
3
A-12-k
3
A-12-k
J
P A-17
B-14,16,18
+84"
J
J
5
WP
B-15
2 #12,
3/4"C
B-17
2 #12,
3/4"C
15
B-1
2 #12,
1 #12 GRD.,
3/4"C
WP
J
7RTU
1
B-2,4,6
E-1
POWER PLAN
ELECTRICAL
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
NORTH
ELECTRICAL POWER PLAN
1/4" = 1'-0"A
GENERAL REQUIREMENTS
A. E.C. SHALL COORDINATE FULLY WITH OTHER CONTRACTORS ASSOCIATED WITH THIS
PROJECT TO VERIFY ALL EQUIPMENT LOCATIONS, CONNECTION REQUIREMENTS,
ELEVATIONS AND LOCATIONS OF PIPES, CONDUITS AND DUCTS TO PREVENT CONFLICTS
DURING CONSTRUCTION. ANY RELOCATION OR REROUTING OF EQUIPMENT, PIPES,
CONDUITS, DUCTS OR MATERIALS RESULTING FROM A LACK OF COORDINATION BETWEEN
CONTRACTORS WILL BE AT THE CONTRACTORS EXPENSE.
B. EQUIPMENT ROUGH-INS SHOWN ARE ACCURATE TO THE BEST OF DESIGNER'S
KNOWLEDGE. HOWEVER, IN SOME INSTANCES, THE OWNER OR SUPPLIER MAY
SUBSTITUTE OR THE EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN.
THEREFORE,THE CONTRACTOR SHALL VERIFY ALL CRITICAL DIMENSIONS WITH THE
OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE E.C. TO VERIFY THESE DIMENSIONS
SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON
THE CONTRACTOR.
C. E.C. SHALL FURNISH AND INSTALL ALL REQUIRED DISCONNECT SWITCHES AND MOTOR
STARTERS TO ALL EQUIPMENT.
D. E.C. SHALL REVIEW WITH OWNER AND SIGNAGE MANUFACTURER, REQUIREMENTS AND
LOCATION OF BUILDING SIGNAGE PRIOR TO CONSTRUCTION AND PROVIDE 120VAC
CONNECTION AS REQUIRED.
E. E.C. SHALL PROVIDE AS-BUILT DRAWINGS AT JOB COMPLETION TO ARCHITECT.
F. ALL WORK SHALL BE INSTALLED PER ALL GOVERNING CODES.
G. SUBCONTRACTOR IS TO SUPPLY AND INSTALL ALL BLOCKING REQUIRED TO HANG/MOUNT
LIGHTS INCLUDING RESTROOM FIXTURES. BLOCKING IS TO BE FIRE RATED IF REQUIRED BY
LOCAL CODES.
H. SUBCONTRACTOR IS TO SUPPLY AND INSTALL UNISTRUT AND 3/8" THREADED ROD TO
HANG/SUPPORT LIGHTING.
RACEWAY SYSTEMS
A. ALL BRANCH CIRCUIT WIRING SHALL BE ROUTED IN EMT, RIGID OR ELECTRICAL METALLIC
TUBING. USE STEEL SET SCREW TYPE FITTINGS ON ALL EMT.
B. CONDUIT SHALL BE SUPPORTED AT INTERVALS PER NEC REQUIREMENTS AND SHALL BE
SECURELY FASTENED TO BUILDING WITH AN APPROVED FASTENING SYSTEM.
C. ALL NEW CONDUIT TO BE CONCEALED IN WALLS. PATCH/PAINT IF NECESSARY.
WIRING, WIRING DEVICES, PLATES AND GROUNDING
A. ALL WIRING SHALL CONSIST OF COPPER CONDUCTORS WITH THERMOPLASTIC INSULATION
RATED FOR SIX HUNDRED (600) VOLTS. ALL WIRING INSULATION SHALL BE HEAT AND
MOISTURE RESISTANT TYPES THW, THWN, OR THHN FOR INTERNAL AND DRIVE
LOCATIONS.
B. MINIMUM CONDUCTOR SIZE SHALL BE NO. 12 AWG FOR ALL BRANCH CIRCUITS (I.E.
RECEPTACLES, LIGHTING, EQUIPMENT POWER, ETC.). MINIMUM CONDUCTOR SIZE SHALL
BE NO. 10 AWG FOR ALL FEEDER CIRCUITS TO MECHANICAL EQUIPMENT (I.E U-1,
CONDENSERS, ETC.)
C. ALL SPLICED OR CONNECTIONS SHALL BE MADE IN OUTLET BOXES, JUNCTION BOXES OR
EQUIPMENT WHERE ACCESSIBLE.
D. CONDUCTORS SHALL BE PULLED WITHOUT THE USE OF OIL OR GREASE. WIRE PULLING
LUBRICANTS WHICH ARE APPROVED FOR USE WITH CONDUCTOR INSULATION MAY BE
USED. CARE SHALL BE TAKEN IN PULLING WIRE TO ASSURE THAT MAXIMUM ALLOWABLE
PULLING TENSION OF WIRE IS NOT EXCEEDED. WIRING WITH DAMAGED CONDUCTORS OR
INSULATION WILL NOT BE ACCEPTED.
E. ALL PLUG-IN DEVICES SHALL BE GROUNDED TYPE. A GROUNDING JUMPER FROM
RECEPTACLE TO OUTLET BOX SHALL BE INSTALLED WHERE CONDUIT SYSTEM IS USED
FOR GROUND.
F. INSTALL INSULATED GREEN GROUNDING CONDUCTOR (NO. 12 AWG MINIMUM) IN
RACEWAYS AS INDICATED ON DRAWINGS AND IN ALL NON-METALLIC RACEWAYS PER NEC.
G. SWITCHES FOR LIGHTING CONTROL SHALL BE INDUSTRIAL GRADE. DEVICES AND PLATES
TO MATCH WALLS IN THE DINING ROOM, WHITE DEVICES WITH STAINLESS PLATES IN THE
KITCHEN AND RESTROOMS. SIDE WIRED ONLY, TWENTY (20) AMP, ONE HUNDRED
TWENTY/TWO HUNDRED SEVENTY-SEVEN (120/277) VOLT.
H. DUPLEX RECEPTACLES SHALL BE INDUSTRIAL GRADE, THREE (3) WIRE GROUNDING, WHITE
COLOR, FINDER GROOVE, TWENTY (20) AMP, NEMA 5-20R 125 VAC. DEVICES AND PLATES TO
MATCH WALLS IN THE DINING ROOM, WHITE DEVICES WITH STAINLESS STEEL PLATES IN
THE KITCHEN AND RESTROOMS.
I. PLATES SHALL BE FURNISHED AND INSTALLED FOR ALL WIRING DEVICES, TELEPHONE
OUTLETS, JUNCTION BOXES, ETC.
J. PLATES FOR FLUSH MOUNTED DEVICES SHALL MATCH THE SURROUNDING FINISH, EXCEPT
IN THE KITCHEN/PREP AREA AND RESTROOMS WHERE THEY SHALL BE STAINLESS STEEL
SURFACE MOUNTED BOXES SHALL BE GALVANIZED STEEL.
K. E.C. SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL BRANCH CIRCUITS
BETWEEN THE PHASES OF THE SYSTEM; REGARDLESS OF CIRCUITING INDICATED.
L. ALL DUPLEX RECEPTACLES INSTALLED IN KITCHEN AND PREPERATION AREA ARE TO BE
GFCI RATED, WHERE NOT PROTECTED BY A GFCI CIRCUIT BREAKER.
M. THERE WILL BE NO MC RUNNING HORIZONTALLY OVER 12" IN LENGTH IN ANY EXPOSED
AREA OR AREAS VISBILE TO THE CUSTOMER. ANY HORIZONTAL CONDUIT MUST BE LEVEL.
G E N E R A L R E Q U I R E M E N T S
G E N E R A L N O T E S
MOUNT THE NETWORK CABINET (OR APPROVED EQUIVALENT) ON
THE WALL BELOW AND TIGHT TO THE DROP CEILING NEAR DESK
SHELVES - PROVIDE DUPLEX RECEPTACLE AND DSL LINE IN THE
NETWORK CABINET, SEE COM1 FOR MORE INFORMATION.
PROVIDE ONE (1) 3/4" CONDUIT STUBBED UP INTO ACCESIBLE
CEILING. VERIFY LOCATION IN FIELD FOR ALL VOICE AND DATA
LOCATIONS. SEE ELECTRICAL/DATA PHONE BANK DETAIL ON SHEET
COM-1.
FLUSH MOUNTED RECEPTACLE CENTERED ABOVE EVERY WINDOW
AND DOOR TRANSOM FOR NEON SIGNS ,VERIFY LOCATION - FULLY
RECESSED ON SOFFIT FACE 6" ABOVE STOREFRONT V.I.F.
ELECTRICAL PANELS - FULLY RECESSED- PANEL DOORS TO BE FLUSH
MOUNTED TO FINISHED SURFACE.
STORE FRONT SIGN CONTROLLED BY TIME SWITCH LOCATED NEAR
NETWORK CAB'T, TIGHT TO THE CEILING. ELECTRICAL CONTRACTOR
TO VERIFY LOCATION OF SIGN JUNCTION BOX WITH SIGN
CONTRACTOR AND ARCHITECT.
PROGRAMMABLE THERMOSTAT WITH CLEAR LOCK BOX (AT 48" A.F.F.
MAX.) - COORDINATE RECESSED "J" BOX WITH ALL FINISH WALL
MATERIALS/DEVICES.
ELECTRICAL CONTRACTOR TO FURNISH AND PROVIDE POWER FOR
DUCT SMOKE DETECTOR. INSTALLED BY MECHANICAL CONTRACTOR.
NOT USED.
DRIVERS SHELF QUAD OUTLETS TO BE ORIENTED HORIZONTALLY-
SEE 1/COM-1 FOR MOUNTING HEIGHTS AND LOCATIONS.
DUPLEX OUTLET AT +63.5" TO ALIGN VERTICALLY WITH DATA OUTLET
BELOW.SEE ELECTRICAL/DATA PHONE BANK DETAIL 1/COM-1.
REFERENCE DETAIL 2/COM-1.
COMMUNICATION PANEL (HME) FOR DRIVE THRU SERVICE TO BE
MOUNTED ON WING WALL SEE 4/COM-1.
DUPLEX OUTLET AT +63.5" TO ALIGN VERTICALLY WITH DATA OUTLET
BELOW - SEE ELECTRICAL/DATA DETAIL 3/COM-1.
BOTH ELECTRICAL AND DATA BOXES MUST BE PLACED 10" FROM
CENTER LINE OF THE DEPTH OF THE CABINET OPPOSITE THE DRIVE
THRU WINDOW SIDE.
DRIVE THRU TIMER - SEE ELECTRICAL/DATA DETAIL 3/COM-1.
3/4" COMMUNICATION CONDUIT FROM DRIVE THRU ORDER BOX TO
COMMUNICATION PANEL. TRENCH UNDER GROUND AS REQUIRED TO
INSIDE OF BUILDING, BRING UP IN FURRED WALL AND ROUTE TO
COMMUNICATION PANEL - VERIFY EXACT LOCATION.
DUPLEX OUTLET TO BE USED FOR CO2 SENSOR POWER, ALL WIRES
FROM THE SENSOR TO THE ALARM ( INSTALLED TIGHT TO THE
BOTTOM OF THE CEILING ABOVE) ARE TO BE RECESSED IN THE WALL.
1
2
3
4
5
6
7
8
9
10
K E Y E D N O T E S
11
1. RUN WIRING TO P.O.S. AND PREPARATION TABLES THRU WIRING
CHASE PROVIDED IN THE CABINETS. CONCEAL CONDUIT RISER TO
CEILING BEHIND WALL. ARRANGE CONDUIT SO DATA WIRING CAN BE
DAISY CHAINED ONE OUTLET TO THE NEXT.
2. ALL 120V RECEPTACLES IN PREP AREA ARE TO BE GFI PROTECED.
ANY OTHER RECEPTACLES IDENTIFIED AS GFI PROTECTED SHALL BE
GFI DEVICES, OR CONNECTED TO GFI CIRCUIT BREAKER OR
CONNECTED DOWNSTREAM OF AND PROTECTED BY A GFI DEVICE.
3. PROVIDE (2) PULL STRINGS IN EACH EMPTY CONDUIT FOR
DATA/PHONE LINES.
4. ALL CONDUITS MUST NOT BE MOUNTED ON WALL SURFACES
ANYWHERE IN EXPOSED AREAS. ALL CONDUITS SERVING DEVICES IN
EXTERIOR WALLS MUST BE CONCEALED WITHIN WALLS.
5. ALL COVER PLATES IN PREP AREA, BACKROOM AND RESTROOMS
ARE STAINLESS STEEL WITH WHITE DEVICES. IN DINING AREA
DEVICES AND COVER PLATES ARE TO MATCH COLOR OF
SURROUNDING SURFACES.
6. TELEPHONE BOARD/PUNCHDOWN BLOCK IS TO BE MOUNTED ABOVE
THE CEILING AT THE MANAGERS DESK IN BACK PREP AREA, NOT
EXPOSED TO PUBLIC.
7. COORDINATE ALL LINES TO RUN CONCEALED. PUNCH DOWN BLOCK
SHOULD BE ABOVE DROP CEILING.
8. SEE ELECTRICAL/DATA PHONE BANK DETAIL ON SHEET COM-1 FOR
INSTALLATION OF PHONE/DATA EQUIPMENT.
9. ALL DATA CABLES TO TERMINATE ON RJ45 CATEGORY 5e JACKS AND
WIRE TO EIA/TIA 568-B.1 STANDARDS.
10. ALL DATA CABLES TO HOMERUN AND TERMINATE ON CATEGORY 5e
EIA/TIA 568-B RJ45 PATCH PANELS THE NETWORK CABINET.
11. ALL CABLES TO BE CONTINUITY TESTED FOR POLARITY AND
CORRECT PIN CONFIGURATION AND MACHINE LABELED.
12. NOT USED
13. ANY EXPOSED CONDUIT IN DINING ROOM MUST BE RIGID CONDUIT
AND SPACED NO LOWER THAN 1 1
2" BELOW THE DECK. IF TRUSSES,
JOISTS, OR BEAMS ARE PRESENT WHICH PROHIBIT CONDUIT
RUNNING TIGHT TO DECK THAN THE CONDUIT MUST RUN TIGHT TO
BOTTOM OF TOP CORD OF STRUCTURAL MEMBER.
14. ANY PRE-EXISTING MC CABLE EXPOSED MUST BE REPLACED WITH
RIGID CONDUIT. CONDUIT AND J-BOXES MUST NOT BE MOUNTED ON
WALL SURFACES ANYWHERE IN EXPOSED AREAS. ALL CONDUIT AND
J-BOXES SERVING DEVICES IN EXTERIOR WALLS MUST BE
CONCEALED WITHIN WALLS.
15. REFER TO JJ's BLOCKING CHECKLIST IN BUILD-OUT MANUAL FOR
ADDITIONAL MEASUREMENTS AND DETAILS
12
13
14
15
(FLA)BREAKER REMARKSWIRE &
CONNECTION
TYPE OF
NO.
CIRCUITLOAD
PANEL
FROM
CONDUITDESCRIPTIONTAG
E Q U I P M E N T P O W E R S C H E D U L E
PHASE
VOLTAGE MOUNTING
HEIGHT
1. ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION, HEIGHT AND ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT PRIOR TO ROUGH-IN WITH KITCHEN EQUIPMENT
SUPPLIER, AND KITCHEN ROUGH-IN DRAWINGS.
2. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED LOCAL DISCONNECTS AND SPECIAL ENCLOSURES (I.E., NEMA 3R, STAINLESS STEEL, ETC.) PER LOCAL CODE.
3. ELECTRICAL CONTRACTOR SHALL CHECK ROTATION OF ALL THREE PHASE MOTORS AND CORRECT ROTATION IF REVERSED.
4. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL CIRCUIT BREAKER LOCK-ON DEVICES FOR ALL BRANCH CIRCUITS SERVING REFRIGERATION EQUIPMENT.
5. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL FINAL EQUIPMENT POWER AND CONTROL TERMINATIONS.
6. ELECTRICAL COMPONENTS FURNISHED LOOSE BY KITCHEN EQUIPMENT SUPPLIER (OR BY THE ELECTRICAL CONTRACTOR AS NOTED) SHALL BE MOUNTED AND WIRED BY THE
ELECTRICAL CONTRACTOR.
7. ALL FLEXIBLE CONDUIT EQUIPMENT CONNECTIONS SHALL BE: "SEAL TIGHT".
P.O.S. SYSTEM
ICE/DRINK DISPENSER
REFRIGERATED PREP TABLE
(2)
SLICER
120V/1 Ø
120V/1 Ø 4.1A
4A
13.29A A
A 1
25 & 27 2 #12, 3/4"C
2 #12, 3/4"C
2 #12, 3/4"C 1
#12 GRD
QUAD I.G.
RECEPTACLE
DUPLEX
RECEPTACLE
DUPLEX
RECEPTACLE 12" A.F.F.
IN
CASEWORK
IN
CASEWORK 1P, 20A
1P, 20A
1P, 20A GFCI BREAKER
LOCATE RECEPTACLE WITHIN CASEWORK
120V/1 Ø
3
8
13
17
27
X
6.0A A 7
2 #12, 3/4"C120V/1 Ø
ICE MAKER (WATER COOLED)11.5A A 3,5 2 #12, 1 #12
GRD., 3/4"C.72" A.F.F.2P, 20A
1P, 20AGFCI
RECEPTACLE2 #12, 3/4"CA36115V/1 Ø22REACH-IN REFRIGIRATOR 5A 72" A.F.F.
PROVIDE LOCAL DISCONNECT FOR EVAPORATOR
WALK-IN FREEZER LIGHTS (2),
EVAPORATOR, DOOR HTR.2.3A A 17 2 #12, 3/4"C J-BOX VERIFY 1P, 20A120V/1 Ø
5-15 RECEPTACLE
LOCATE RECEPTACLE WITHIN CASEWORK
IN
CASEWORK 1P, 20AGFCI
RECEPTACLE
A 32120V/1 Ø49TEA BREWER 15A
GFCI
RECEPTACLE 1P, 20A
A 30
OVEN/PROOFER15A A 37,39,41
2 #12, 1 #12
GRD., 3/4"C.
8A 1P, 20AGFCI
RECEPTACLE2 #12, 3/4"CB 9120V/1 ØICE/DRINK DISPENSER 4A
DRIVE THRU P.O.S. SYSTEM 120V/1 Ø 4.1A 2 #12, 3/4"C
1 #12 GRD
QUAD I.G.
RECEPTACLE 28" A.F.F.1P, 20AB 3
3A
115V/1 Ø
12" A.F.F.
GFCI
RECEPTACLE
23
23A
INTERLOCK WITH FREEZER EVAPORATORWALK-IN FREEZER
COMPRESSOR
WALK-IN COOLER
COMPRESSOR
10.72A A 9,11
20A/2P
DISCONNECT VERIFY 2P, 20A
20A/2P
DISCONNECT208/230V/1 Ø -VERIFY 2P, 20AA13,15
208/230V/1 Ø
E.C TO FIELD VERIFY BUILDING ELECTRICAL SERVICE
(VOLTS,PHASE,AMPS) PRIOR TO BID. IF THERE IS ANY
DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS
AND FIELD CONDITIONS, E.C. IS TO NOTIFY FRANCHISEE,
ARCHITECT AND ENGINEER IMMEDIATELY.
ELECTRICAL NOTE:
ELECTRICAL CONTRACTOR TO COORDINATE ALL
CONDUIT LOCATIONS WITH THE COMMUNICATIONS/DATA
SUB-CONTRACTOR.
E.C. SHALL F & I T.T. SWITCH AT UNIT AND WIRE COMPLETE. FAN
INTERLOCKED THRU LOCAL LIGHT SWITCH0.8 FLA
KW/HP/FLA REMARKSVOLTAGE/
PHASE
115/1 ØEXHAUST FAN
DESCRIPTIONTAG
EF-1
M E C H A N I C A L E Q U I P M E N T P O W E R S C H E D U L E
1. ELECTRICAL CONTRACTOR SHALL REFER TO ALL MECHANICAL, PLUMBING AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS
AND CHARACTERISTICS OF ALL EQUIPMENT LISTED BELOW. ANY MODIFICATION AND/OR ADDITIONAL WORK NECESSARY SHALL BE
INCLUDED IN THE BASE BID.
2. ELECTRICAL CONTRACTOR SHALL CHECK THE ROTATION OF ALL THREE PHASE MOTORS AND CORRECT THE ROTATION IF REVERSED.
3. ALL TEMPERATURE CONTROL AND INTERLOCK WIRING SHALL BE BY HVAC CONTRACTOR UNLESS NOTED OTHERWISE.
4. ELECTRICAL CONTRACTOR SHALL SUBMIT EIGHT (8) SETS OF CATALOG CUTS FOR ALL SCHEDULED EQUIPMENT FURNISHED BY THIS
CONTRACTOR FOR ARCHITECT/ENGINEER REVIEW.
5. ELECTRICAL CONTRACTOR SHALL COORDINATE THE ROUTING OF POWER WIRING TO ROOF-MOUNTED EQUIPMENT WITH
MECHANICAL PIPE CURB ASSEMBLY. NO SEPARATE ROOF PENETRATIONS WILL BE PERMITTED.
6. ELECTRICAL CONTRACTOR SHALL FURNISH AND WIRE DUCT SMOKE DETECTORS IN THE RETURN AIR PLENUM AND A FAN SHUT
DOWN RELAY FOR ALL AIR SUPPLY UNITS. DETECTORS TO BE INSTALLED BY MECH. CONTR.
7. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A WEATHER PROOF, GROUND FAULT INTERRUPTER TYPE RECEPTACLE, AT
AN ACCESSIBLE LOCATION FOR SERVICING ON ROOFTOP HEATING AND AIR CONDITIONING EQUIPMENT. THIS RECEPTACLE SHALL BE
LOCATED WITHIN 25 FEET AND AT THE SAME LEVEL OF THIS EQUIPMENT.
M E C H A N I C A L E Q U I P M E N T P O W E R S C H E D U L E N O T E S
NOTE:
CONTRACTOR TO CONFIRM TYPE OF WALK-IN
COMPRESSOR CONFIGURATION WITH
EQUIPMENT SUPPLIER AND FRANCHISEE.
OPTIONS ARE REMOTE AND DIRECTED
MOUNTED. REFERENCE SHEET MEP-3 FOR
ALTERNATE COMPRESSOR INSTALLATION.
16
WH-1 WATER HEATER "LOW BOY"REF. ELECTRICAL AND PLUMBING PLANS18KVA
208/3 ØRTU-1 RTU UNIT (EXISTING)REF. MECHANICAL PLANS
LOCATE IN CASEWORK
GFCI RECEPTACLE
3 #12, 1 #12
GRD., 3/4"C.
3 #12, 1 #12
GRD., 3/4"C.
A 34 2 #12, 3/4"C GFCI
RECEPTACLE 81" AFFCARBONATOR CENTERED ABOVE BAG N BOX16D1P, 20A120V/1 Ø 7A
115/1 Ø E.C. SHALL F & I T.T. SWITCH AT UNIT AND WIRE COMPLETE. FAN
INTERLOCKED THRU LOCAL LIGHT SWITCH0.8 FLAEXHAUST FANEF-2
9 RPI AIR MERCHANDISER 115V/1 Ø 15A A 31 2 #12, 3/4"C GFCI
RECEPTACLE
IN
CASEWORK 1P, 20A LOCATE IN CASEWORK
208V/3 Ø 28A 4 #8, 1 #10,
GRD., 1" C.
50A/3P
DISCONNECT 18" AFF 3P, 50A (4) WIRES PLUS A GROUND
44" A.F.F.
208/3 Ø
1
Electrical not reviewed or approved. All electrical
is subject to State inspections and approvals.
NOTE: UNISTRUT IS TO STOP SHORT EXACTLY 6" FROM
END OF TRACK. ALL JOINTS IN UNISTRUT ARE TO BE
SECURELY FASTENED - USE HEAVY DUTY JOINING PLATES.
1-1/2" DEEP
P1000 UNISTRUT
3/8" ALL-THREAD ROD
SPACED HORIZONTALLY
AT 5'-0" O.C. MAX.
LIGHTING TRACK
1-1/2" DEEP
P1000 UNISTRUT
SPRING NUT
FLAT WASHER
(2) NUTS
(2) NUTS
FLAT WASHER
SPRING NUT METAL DECK
METAL DECK3B
VA
R
I
E
S
FINISHED FLOOR
NOTE:
ALL COVER PLATES IN PREP
AREA/ BACKROOM AND
RESTROOMS ARE STAINLESS
STEEL WITH WHITE DEVICES.
IN DINING AREA DEVICES
AND COVER PLATES ARE TO
MATCH COLOR OF
SURROUNDING SURFACES.
48
"
ELECTRICIAN TO CONFIRM THAT
FLOOD FIXTURES SHINE
DOWNWARD OR ON WALLS
UNOBSTRUCTED BY ANY
STRUCTURAL OR MECHANICAL
COMPONENTS. GC TO CONTACT
JJ'S CONSTRUCTION DEPT. FOR
DIRECTION ON HOW TO PROCEED
IF LIGHTING WILL BE OBSTRUCTED.
10
'
-
6
"
PR
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FIRE
SPRINKLER
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103
MEN
101
PREP
102
BACKROOM
f
A1
A-16f
100
DINING
EXIT SIGNS ARE SUPPLIED BY TWO CIRCUITS.
ONE FROM A-14 FOR NORMAL AND ONE FROM
EMERGENCY CIRCUIT THAT IS 90 MIN.
BATTERY BACKUP BATTERY.
A-16fEF
1
abcdk
I-2
A-14
A1
A-6c
H
A-14
A1
A-6c
A-E
A-14
104
WOMAN
g
A1
A-16g
A-16gEF
2
I-2
A-14
A
A-6c
H
A-14
EXIT SIGNS ARE SUPPLIED BY TWO CIRCUITS.
ONE FROM A-14 FOR NORMAL AND ONE FROM
EMERGENCY CIRCUIT THAT IS 90 MIN.
BATTERY BACKUP BATTERY.
A-E
A-14
J
A-8b
J
A-8b
J
A-8b
J
A-8b
J
A-8b
A
A-6c
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A-4a
A
A-4a
A
A-4a
A
A-4a
K1
A-10d
K1
A-10d
K1
A-10d
K1
A-10d
K1
A-10d
K1
A-10d
K1
A-10d
K K K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K
K K
K
K
K
K
K
K
K
K
K
K K K K K
I-2
A-14
K
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
T
E
S
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,
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S
305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
ELECTRICAL LIGHTING PLAN
1/4" = 1'-0"A
F I X T U R E S C H E D U L E N O T E S
E.C TO FIELD VERIFY BUILDING ELECTRICAL SERVICE
(VOLTS,PHASE,AMPS) PRIOR TO BID. IF THERE IS ANY
DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS
AND FIELD CONDITIONS, E.C. IS TO NOTIFY FRANCHISEE,
ARCHITECT AND ENGINEER IMMEDIATELY.
ELECTRICAL NOTE:
ELECTRICAL CONTRACTOR TO COORDINATE ALL
CONDUIT LOCATIONS WITH THE COMMUNICATIONS/DATA
SUB-CONTRACTOR.
R E F L. C E I L I N G N O T E S
1. REFER TO MECHANICAL FOR EXACT NUMBER, TYPE AND
LOCATION OF SUPPLY, RETURN AND EXHAUST FIXTURES.
2. REFER TO ELECTRICAL FOR EXACT NUMBER, TYPE AND
LOCATION OF OUTLETS.
3. G.C. WILL COORDINATE THE WORK OF ALL TRADES INVOLVED IN
THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES,
DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC.,
NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS
INDICATED ON ARCHITECTURAL DRAWINGS.
4. PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE
INSTALLED TIGHT TO PARTITION SURFACES, FREE FROM
CURVES, BREAKS OR OTHER IRREGULARITIES BY G.C.
5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND
SYSTEM MAINTENANCE VERIFY MANUFACTURER
RECOMMENDATIONS.
6. ALL SWITCHES AND DIMMERS SHALL BE LOCATED 48" ABOVE
FINISHED FLOOR, TO CENTER OF SWITCHES AND 6" FROM DOOR
FRAME U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE
GAINED TOGETHER AND FINISHED WITH ONE COVER PLATE.
7. ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF
VARIOUS ABOVE CEILING ELEMENTS ARE TO BE FOUND IN THE
HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING
DRAWINGS.
8. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICT OF
LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, ETC.,
PRIOR TO INSTALLATION.
9. FURNISH AND INSTALL UNDERWRITERS LABORATORY, INC (UL)
LABELED DEVICES THROUGHOUT.
10. G.C. TO INSURE THAT EXIT SIGNS & EMERGENCY LIGHTING TO
MEET ADA/TITLE 24 REQUIREMENTS.
1. EXHAUST FAN IN RESTROOM TO BE LIGHT ACTIVATED.
2. ALL ACRYLIC LENS SHALL BE 100% VIRGIN ACRYLIC.
3. ALL FLUORESCENT LAMPS SHALL BE ENERGY SAVING TRIM
LINE T8 WARM WHITE F32T8/SP35/RS
4. ALL BALLASTS SHALL BE RAPID START ELECTRONIC ENERGY
SAVING TYPE.
5. ALL EXIT SIGNS AND EMERGENCY LIGHT FIXTURES ARE TO BE
STRICT ACCORDANCE WITH THE LOCAL FIRE PREVENTION
CODE AUTHORITY. ANY MODIFICATIONS TO UPGRADE
SYSTEM SHALL BE INCLUDED IN THE BASE BID. ALL EXIT SIGNS
ARE TO BE INSTALLED IN A VISIBLE LOCATION. ELECTRICAL
CONTRACTOR SHALL FURNISH AND INSTALL WHERE
NECESSARY TO DROP A SIGN BELOW AN OBSTRUCTION
6. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL THE
NECESSARY CLIPS, SCREWS, RIVETS, ETC., TO SECURELY
FASTEN RECESSED LAY-IN LIGHTING FIXTURES TO CEILING
FRAMING GRID WORK.
7. ALL LIGHTING FIXTURES SHALL BEAR THE APPROPRIATE UL
LABEL FOR THE APPLICATION AND UNION LABEL WHERE
REQUIRED.
8. ALL LIGHTING FIXTURES SHALL BE SHATTER PROOF OR
COMPLETELY SHIELDED/COVERED.
9. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS,
EQUIPMENT, S.E.S., AND EXTENT OF ELECTRICAL ITEMS.
PROVIDE AND INCLUDE IN BID ALL REQUIRED ITEMS TO
ENSURE PROPER SCOPE OF WORK.
NORTH
TYPICAL MOUNTING HEIGHTS
1/4" = 1'-0"1
SWITCH BANK DETAIL
2
E-2
LIGHTING PLAN
ELECTRICAL
J 120 CENTERED IN WIDTHRECESSEDRECESSED LED DOWNLIGHT WITH 5"
ROUND LENSED
PHILIPS LIGHTOLIER
LYTECASTER LED 5",
ROUND LENSED
FRESNEL
LENSLITE
(1) 20W
LED----
L I G H T I N G F I X T U R E S C H E D U L EL I G H T I N G F I X T U R E S C H E D U L E
DESCRIPTIONFIXTURE
TYPE TYPE LAMPMANUFACTURER'S KEC
STOCK/ITEM # CAT. NO.
VOLTAGE BALLAST TYPE
MOUNTINGLENS MOUNTING HEIGHT REMARKS
NOTES:
NO SUBSTITUTIONS ON ANY FIXTURES.1. ALL LIGHT FIXTURES, LAMPS AND CEILING FANS ARE SUPPLIED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR.
CONTACT KEC DESIGN, 301 MERCURY DRIVE, CHAMPAIGN, IL. 61822. PH: (217) 356-1640.
W/RED LETTERS
CLEAR ACRYLIC
UNIVERSALSURFACE
CLEAR ACRYLIC
W/RED LETTERS
I-2
I-3
H
K
FLOOD LIGHT
LIGHTOLIER #
LT08RWF830BK
8.9 W
3000K
LINE VOLTAGE LED TRACKHEAD TO
ACCENT GLASS GUARD AT COUNTER AND
CHIP / COOKIE DISPLAY AND DINING AREA
K1 CIRCUIT TRACK LIGHTOLIER: 600*NBK
*CONTRACTOR TO VERIFY LENGTHS PRIOR
TO ORDERING
1- CIRCUIT LINE VOLTAGE TRACK
MOUNT HEIGHT - ( 10'-6" )
--
--
--
--
--
------
--
--
--
--
UNIVERSAL
UNIVERSAL
SURFACE
SURFACE
CIRCUIT TRACK
MOUNT HEIGHT - ( 10'-6" )
LTC -- -- --SURFACE 365 DAYS PROGRAMMABLE-- --LIGHTING TIME CLOCK
KLITE #1481A
2'X4' LAY-IN LAMP RECESSED
FLUORESCENT FIXTURE WITH ONE
BALLAST
PHILIPS DAY-BRITE #
2TG8432-01-UNV-1/4-EB
A1
2'X2' LAY-IN LAMP RECESSED
FLUORESCENT FIXTURE WITH ONE
BALLAST
KLITE #1241 120 ELECTRONIC CEILINGACRYLIC RECESSED
KLITE #1482A-E
2'X4' LAY-IN LAMP RECESSED FLUOR.
FIXTURE WITH ONE BALLAST - WITH
EMERGENCY BATTERY BACK-UP
PHILIPS DAY-BRITE #
2TG8432-01-UNV-1/4-EB E1 120 ELECTRONIC ACRYLIC RECESSED
120 ELECTRONIC ACRYLIC RECESSED
COORDINATE EMERGENCY FIXTURES TO
BE NIGHT LIGHTS (KEEP ON SEPARATE
CIRCUIT FROM TYP. PREP LIGHTS)
CEILING
CEILING(4) 32W T8
(4) 32W T8
PHILIPS DAY-BRITE #
2TG8231U6R-01-UNV-1/2-EB (2) 32W T8
LOCATE DIRECTLY NEXT
TO NETWORK CABINET
ABOVE MANAGERS DESK
KLITE #2114
KLITE #2115
KLITE #2112
3.6V
EMERGENCY LIGHTING
0.6W (120V) WITH BATTERY BACK-UP
COMBO EXIT SIGN AND EMERGENCY
LIGHT 3W WITH BATTERY BACK-UP
WITH (1) 2W REMOTE CAPACITY
PHILIPS CHLORIDE
# VLLCR
PHILIPS CHLORIDE
# VLLU
PHILIPS CHLORIDE
# VLLCR2R
(2) 1W LED
(2) 1W LED
COMBO EXIT SIGN AND EMERGENCY
LIGHT 3W WITH BATTERY BACK-UP
3.6V
(2) 1W LED 3.6V
INTERMATIC-T101
SINGLE LINE DIAGRAM
N.T.S.A
CONTRACTOR TO SITE VERIFY ALL
EXISTING CONDITIONS PRIOR TO
BID AND MAKE ALL ALLOWANCES
IN BID NECESSARY FOR COMPLETE
INSTALLATION OF ELECTRICAL
SERVICE.
JIMMY JOHNS
INTERIOR
BUILDING
SERVICE
NEW
PANEL "A"
120/208V
3PH/4W
200 AMPS
RELOCATED
PANEL U100 "B"
120/208V
3PH/4W
400 AMPS
EXTEND EXISTING
(2) SETS OF
3 # 3/0,
1 # 3/0 NEUTRAL
1 # 2 GROUND
2" CONDUIT
4 # 3/0,
1 # 6 GND.
2" CONDUIT
EXISTING 1600A MAIN SWITCH BOARD
(MSB) 208/120V, 3PH, 4W, 65K AIC, NEMA 3R
M
E-3
PANELS SCHEDULES
ELECTRICAL
G E N E R A L R E Q U I R E M E N T S
RCHITECTURE
ESIGN
CC
VB
AS NOTED
11.DECEMBER.2019
A19167
ES
T
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S
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C
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A
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42
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S
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A
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11
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B
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2
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1
9
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305645
JOHN
CHRISTOPHER
COOPER
EXP. DATE: 10-31-2021
GENERAL REQUIREMENTS
A. E.C. SHALL COORDINATE FULLY WITH OTHER CONTRACTORS
ASSOCIATED WITH THIS PROJECT TO VERIFY ALL EQUIPMENT
LOCATIONS, CONNECTION REQUIREMENTS, ELEVATIONS AND
LOCATIONS OF PIPES, CONDUITS AND DUCTS TO PREVENT
CONFLICTS DURING CONSTRUCTION. ANY RELOCATION OR
REROUTING OF EQUIPMENT, PIPES, CONDUITS, DUCTS OR
MATERIALS RESULTING FROM A LACK OF COORDINATION
BETWEEN CONTRACTORS WILL BE AT THE CONTRACTORS
EXPENSE.
B. EQUIPMENT ROUGH-INS SHOWN ARE ACCURATE TO THE BEST
OF DESIGNER'S KNOWLEDGE. HOWEVER, IN SOME INSTANCES,
THE OWNER OR SUPPLIER MAY SUBSTITUTE OR THE
EQUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN.
THEREFORE,THE CONTRACTOR SHALL VERIFY ALL CRITICAL
DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION.
FAILURE OF THE E.C. TO VERIFY THESE DIMENSIONS SHALL
PLACE THE RESPONSIBILITY FOR ANY SUBSEQUENT
RELOCATION DIRECTLY UPON THE CONTRACTOR.
C. E.C. SHALL FURNISH AND INSTALL ALL REQUIRED DISCONNECT
SWITCHES AND MOTOR STARTERS TO ALL EQUIPMENT.
D. E.C. SHALL REVIEW WITH OWNER AND SIGNAGE
MANUFACTURER, REQUIREMENTS AND LOCATION OF BUILDING
SIGNAGE PRIOR TO CONSTRUCTION AND PROVIDE 120VAC
CONNECTION AS REQUIRED.
E. E.C. SHALL PROVIDE AS-BUILT DRAWINGS AT JOB COMPLETION
TO ARCHITECT.
F. ALL WORK SHALL BE INSTALLED PER ALL GOVERNING CODES.
G. SUBCONTRACTOR IS TO SUPPLY AND INSTALL ALL BLOCKING
REQUIRED TO HANG/MOUNT LIGHTS INCLUDING RESTROOM
FIXTURES. BLOCKING IS TO BE FIRE RATED IF REQUIRED BY
LOCAL CODES.
H. SUBCONTRACTOR IS TO SUPPLY AND INSTALL UNISTRUT AND
3/8" THREADED ROD TO HANG/SUPPORT LIGHTING.
RACEWAY SYSTEMS
A. ALL BRANCH CIRCUIT WIRING SHALL BE ROUTED IN EMT, RIGID
OR ELECTRICAL METALLIC TUBING. USE STEEL SET SCREW
TYPE FITTINGS ON ALL EMT.
B. CONDUIT SHALL BE SUPPORTED AT INTERVALS PER NEC
REQUIREMENTS AND SHALL BE SECURELY FASTENED TO
BUILDING WITH AN APPROVED FASTENING SYSTEM.
C. ALL NEW CONDUIT TO BE CONCEALED IN WALLS. PATCH/PAINT
IF NECESSARY.
WIRING, WIRING DEVICES, PLATES AND GROUNDING
A. ALL WIRING SHALL CONSIST OF COPPER CONDUCTORS WITH
THERMOPLASTIC INSULATION RATED FOR SIX HUNDRED (600)
VOLTS. ALL WIRING INSULATION SHALL BE HEAT AND
MOISTURE RESISTANT TYPES THW, THWN, OR THHN FOR
INTERNAL AND DRIVE LOCATIONS.
B. MINIMUM CONDUCTOR SIZE SHALL BE NO. 12 AWG FOR ALL
BRANCH CIRCUITS (I.E. RECEPTACLES, LIGHTING, EQUIPMENT
POWER, ETC.). MINIMUM CONDUCTOR SIZE SHALL BE NO. 10
AWG FOR ALL FEEDER CIRCUITS TO MECHANICAL EQUIPMENT
(I.E U-1, CONDENSERS, ETC.)
C. ALL SPLICED OR CONNECTIONS SHALL BE MADE IN OUTLET
BOXES, JUNCTION BOXES OR EQUIPMENT WHERE
ACCESSIBLE.
D. CONDUCTORS SHALL BE PULLED WITHOUT THE USE OF OIL OR
GREASE. WIRE PULLING LUBRICANTS WHICH ARE APPROVED
FOR USE WITH CONDUCTOR INSULATION MAY BE USED. CARE
SHALL BE TAKEN IN PULLING WIRE TO ASSURE THAT MAXIMUM
ALLOWABLE PULLING TENSION OF WIRE IS NOT EXCEEDED.
WIRING WITH DAMAGED CONDUCTORS OR INSULATION WILL
NOT BE ACCEPTED.
E. ALL PLUG-IN DEVICES SHALL BE GROUNDED TYPE. A
GROUNDING JUMPER FROM RECEPTACLE TO OUTLET BOX
SHALL BE INSTALLED WHERE CONDUIT SYSTEM IS USED FOR
GROUND.
F. INSTALL INSULATED GREEN GROUNDING CONDUCTOR (NO. 12
AWG MINIMUM) IN RACEWAYS AS INDICATED ON DRAWINGS
AND IN ALL NON-METALLIC RACEWAYS PER NEC.
G. SWITCHES FOR LIGHTING CONTROL SHALL BE INDUSTRIAL
GRADE. DEVICES AND PLATES TO MATCH WALLS IN THE DINING
ROOM, WHITE DEVICES WITH STAINLESS PLATES IN THE
KITCHEN AND RESTROOMS. SIDE WIRED ONLY, TWENTY (20)
AMP, ONE HUNDRED TWENTY/TWO HUNDRED SEVENTY-SEVEN
(120/277) VOLT.
H. DUPLEX RECEPTACLES SHALL BE INDUSTRIAL GRADE, THREE
(3) WIRE GROUNDING, WHITE COLOR, FINDER GROOVE,
TWENTY (20) AMP, NEMA 5-20R 125 VAC. DEVICES AND PLATES
TO MATCH WALLS IN THE DINING ROOM, WHITE DEVICES WITH
STAINLESS STEEL PLATES IN THE KITCHEN AND RESTROOMS.
I. PLATES SHALL BE FURNISHED AND INSTALLED FOR ALL
WIRING DEVICES, TELEPHONE OUTLETS, JUNCTION BOXES,
ETC.
J. PLATES FOR FLUSH MOUNTED DEVICES SHALL MATCH THE
SURROUNDING FINISH, EXCEPT IN THE KITCHEN/PREP AREA
AND RESTROOMS WHERE THEY SHALL BE STAINLESS STEEL
SURFACE MOUNTED BOXES SHALL BE GALVANIZED STEEL.
K. E.C. SHALL BE RESPONSIBLE FOR PROPERLY BALANCING ALL
BRANCH CIRCUITS BETWEEN THE PHASES OF THE SYSTEM;
REGARDLESS OF CIRCUITING INDICATED.
L. ALL DUPLEX RECEPTACLES INSTALLED IN KITCHEN AND
PREPERATION AREA ARE TO BE GFCI RATED, WHERE NOT
PROTECTED BY A GFCI CIRCUIT BREAKER.
M. THERE WILL BE NO MC RUNNING HORIZONTALLY OVER 12" IN
LENGTH IN ANY EXPOSED AREA OR AREAS VISBILE TO THE
CUSTOMER. ANY HORIZONTAL CONDUIT MUST BE LEVEL.
DENOTES GFCI BREAKERS
DENOTES HACR CIRCUIT BREAKER
DENOTES LOCK ON CIRCUIT BREAKER
FED FROM METER
BUS SIZE: 40 AMP
ph A ph B ph C
MAINS: 400 AMP MLO 26585 VA
MOUNTING: RECESSED 24740 VA
A.I.C. RATING:22,000 A.I.C.22055 VA
GROUND BUS: YES
ISO GRD. BUS: YES 73380 VA
VOLTAGE:120 / 208V, 3ph, 4W
204 A
VOLT AMPS VOLT AMPS
CCT BRKR ID DESCRIPTION
A ph B ph C ph A ph B ph C ph DESCRIPTION ID BRKR CCT
1 20/1 DRIVE THRU MENU 500 3600
RTU-1 (EXISTING)50/3
2
3 20/1 DRIVE THRU P.O.S. 500 3600 4
5 20/1 DRIVE THRU COMM. 500 3600 6
7 20/1 DRIVE THRU TIMER 500 1500 UH-2 (EXISTING)30/2 8
9 20/1 DRINK DISPENSER 500 1500 10
11 20/1 EXTERIOR SIGN 600 0 SPARE 20/1 12
13 20/1 EXTERIOR SIGN 600 6000
WATER HEATER 60/3
14
15 20/1 EXTERIOR SIGN 600 6000 16
17 20/1 EXTERIOR SIGN 600 6000 18
19 20/1 SPARE 0 0 SPARE 20/1 20
21 20/1 SPARE 0 0 SPARE 20/1 22
23 20/1 SPARE 0 0 SPARE 20/1 24
25 20/1 SPARE 0 0 SPARE 20/1 26
27 20/1 SPARE 0 0 SPARE 20/1 28
29 20/1 SPARE 0 0 SPARE 20/1 30
31 20/1 SPARE 0 0 SPARE 20/1 32
33 20/1 SPARE 0 0 SPARE 20/1 34
35 20/1 SPARE 0 0 SPARE 20/1 36
37
200/3 PANEL "A"
13885 0 SPARE 20/1 38
39 12040 0 SPARE 20/1 40
41 10755 0 SPARE 20/1 42
TOTALS:15485 13640 12455 11100 11100 9600
P A N E L S C H E D U L E U 1 0 0 " B " ( R E - W O R K )
FED FROM PANEL U100 "B"
BUS SIZE: 200 AMP
ph A ph B ph C
MAINS: 200 AMP M.C.B. 13885 VA
MOUNTING: RECESSED 12050 VA
A.I.C. RATING:22,000 A.I.C.10755 VA
GROUND BUS: YES
ISO GRD. BUS: YES 36690 VA
VOLTAGE:120 / 208V, 3ph, 4W
102 A
VOLT AMPS VOLT AMPS
CCT BRKR ID DESCRIPTION
A ph B ph C ph A ph B ph C ph DESCRIPTION ID BRKR CCT
1 20/1 P.O.S.492 600 NEON SIGNS 20/1 2
3 20/2 ICE MAKER
1200 896 PREP LIGHTING 20/1 4
5 1200 448 BACKROOM LIGHTING 20/1 6
7 20/1 SLICER 700 100 MENU SOFFIT 20/1 8
9 20/2 FREEZER EVAP.
1286 370 DINING LIGHTING 20/1 10
11 1286 600 NEON SIGNS 20/1 12
13 20/2 COOLER EVAP.
1286 273 EM & NIGHT LIGHTS 20/1 14
15 1286 456 RESTROOM LIGHTS 20/1 16
17 20/1 FRZR / LTS / EVAP 473 500 NETWORK CABINET 20/1 18
19 20/1 WP HEAT TAPE 500 720 OFFICE RECEPT. 20/1 20
21 20/1 SPARE 0 200 SMOKE DETECTOR 20/1 22
23 20/1 SPARE 0 500 TIME CLOCK 20/1 24
25 20/1 PREP TABLE 1508 558 DRIVERS BOX 20/1 26
27 20/1 PREP TABLE 1508 500 DRIVERS P.O.S. 20/1 28
29 20/1 PREP AREA 500 1000 DRINK DISPENSER 20/1 30
31 20/1 RPI AIR MERCH.1800 1800 TEA BREWER 20/1 32
33 20/1 CO2 SENSOR 400 400 CARBONATOR 20/1 34
35 20/1 SPARE 0 700 REFRIGERATOR 20/1 36
37
50/3 OVEN/PROOFER
3548 0 SPARE 20/1 38
39 3548 0 SPARE 20/1 40
41 3548 0 SPARE 20/1 42
TOTALS: 9834 9228 7007 4051 2822 3748
P A N E L S C H E D U L E " A " ( N E W )
DENOTES GFCI BREAKERS
DENOTES HACR CIRCUIT BREAKER
DENOTES LOCK ON CIRCUIT BREAKER