HomeMy WebLinkAboutJJ CARMEL, IN revised 1-4-2012.pdf
CONTRACTOR: ABBREVIATIONS: VICINITY MAP: PROJECT INFORMATION: SHEET INDEX: PROJECT ADDRESS PROJECT DESCRIPTION TENANT IMPROVEMENT 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 -SEE SHEET A-8 XX XX XX XX ARCHITECTURAL A7 A5 MILLWORK DETAILS INTERIOR ELEVATIONS A0 COVER SHEET A8 DOOR SCHEDULE/PARTITION
TYPES XX XX M1 MECHANICAL PLAN MECHANICAL P1 PLUMBING PLANS PLUMBING E1ELECTRICAL E2 C A R M E L , I N D I A N A 4 6 0 3 2 P R O J E C T M A N A G E R : C H R I S C O O P E R , A . I
. A . A3 EQUIPMENT PLAN/SCHEDULES A1 DIMENSION PLAN A9 DETAILS P2 PLUMBING NOTES/SCHEDULES/DETAILS P3 PLUMBING ISOMETRICS MEP1 MEP GENERAL NOTES A2 FLOOR FINISH PLAN AND SCHEDULE A6
INTERIOR ELEVATIONS M2 MECHANICAL NOTES /SCHEDULES MEP2 MEP SPECIFICATIONS ELECTRICAL PLANS ELECTRICAL SCHEDULES AND DETAILS T E N A N T I M P R O V E M E N T /S T O R E # 5 8 7 SP1
SPECIFICATIONS OWNER: JIMMY JOHN'S 2212 FOX DRIVE -217 . 359 . 2956 construction@jimmyjohns.com -PHONE FAX E-MAIL CONTACT ---------PHONE FAX E-MAIL CONTACT CHAMPAIGN, ILLINOIS 61820
ELECTRICAL: -SP2 RESPONSIBILITY SCHEDULE A7.1 MILLWORK DETAILS A6.1 WALL DECOR TEMPLATES A1.1 ARCHITECTURAL FLOOR PLAN /REFLECTED CEILING PLAN T.B.D. EXITS (1) EXIT REQUIRED (2) EXITS
PROVIDED CONSTRUCTION TYPE TYPE II-A 14299 CLAY TERRACE BOULEVARD, SUITE 150 CARMEL, INDIANA 46032 MECHANICAL: -2 3 . D E C E M B E R . 2 0 1 1 1 4 2 9 9 C L A Y T E R R A C E B O U
L E V A R D , S U I T E # 1 5 0 XX COM1 COMMUNICATIONS /DATACOMMUNICATIONS -DATA PLAN /DETAILS A4 RESTROOM PLAN/ELEVATIONS WALL DECORS -SEE SHEET A-6.1 DOOR TYPE XXX XX EXTERIOR MATERIAL
(TOP) AND EXTERIOR INTERIOR FINISHES 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 X WINDOW TYPE cooper@arizado.net _ PHONE FAX E-MAIL CONTACT 6910 E. CHAUNCEY LANE SUITE 105 PHOENIX, ARIZONA 85054 480 . 268 . 2900 480 . 268 . 2905
a.d. ArizaDo cooper@arizado.net _ PHONE FAX E-MAIL CONTACT 6910 E. CHAUNCEY LANE SUITE 105 PHOENIX, ARIZONA 85054 480 . 268 . 2900 480 . 268 . 2905 a.d. ArizaDo 217 . 356 . 9900 FRANCHISEE:
SPRINKLERED NORTH MEP3 ALT. WALK-IN SPECIFICATIONS DESIGN CODES PROJECT DIRECTORY: DEVELOPMENT SERVICES HEALTH DEPARTMENT PHONE EMAIL FAX CONTACT FAX CONTACT PHONE -317 . 571 . 2417
CARMEL, INDIANA 46032 ONE CIVIC SQUARE EMAIL -317 . 776 . 8500 NOBLESVILLE, INDIANA 46060 18030 FOUNDATION DRIVE, SUITE A HAMILTON COUNTY, INDIANA -CITY OF CARMEL, INDIANA -DESIGNER:
cooper@arizado.net MR. CHRIS COOPER A.I.A. PHONE FAX E-MAIL CONTACT 6910 E. CHAUNCEY LANE SUITE 105 PHOENIX, ARIZONA 85054 480 . 268 . 2900 480 . 268 . 2905 a.d. ArizaDo OCCUPANCY B
AREA CALCULATIONS RESTAURANT FRONT OF HOUSE : 816 SQ. FT. RESTAURANT BACK OF HOUSE/SERVICE : 540 SQ. FT. COOLER/FREEZER (OUTSIDE) : 72 SQ. FT. TOTAL : 1356 SQ. FT. OCCUPANT LOAD 34 Finner
N Finner, LLC 6070 EAST 82nd STREET INDIANAPOLIS, INDIANA 46250 CONTACT MR. SCOTT FINNER scott@fnfindy.com PHONE FAX E-MAIL 317 . 578 . 3920 --2009 INTERNATIONAL BUILDING CODE 2009 INTERNATIONAL
MECHANICAL CODE 2009 UNIFORM PLUMBING CODE 2008 NATIONAL ELECTRICAL CODE 317 . 571 . 2426 317 . 776 . 8506 TOTAL OCCUPANTS UNCONCENTRATED TABLES AND CHAIRS: STANDING/QUEING AREA: 40
/15 = 2.67 BOOTH SEATING : 26'-3" LINEAL FEET /2 = 13.175 KITCHEN AREA : 540 SQ. FT. /200 = 2.7 : 8 ACTUAL : 3 : 20 ACTUAL : 3 : 34 A-0 COVER SHEET RCHITECTURE ESIGNCC VB AS NOTED 23
. DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S
SP-1 SPECIFICATIONS 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 THE OWNER. 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 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 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: 1. 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. CAREFULLY REMOVE FROM OPENING AND DELIVER FOR STORAGE WHERE INDICATED. REINSTALLATION WHERE INDICATED FOR DOORS AND FRAMES TO
BE SALVAGED, CARE TO AVOID DAMAGE REMOVE HARDWARE, CLEAN REFURBISH, AND STORE FOR CAREFULLY REMOVE DOOR FROM FRAMES AND REMOVE FRAMES FROM OPENING, TAKING 4. SUSPENDED SLAB EXCEPT AS
NOTED ON DRAWINGS. WALLS IF DAMAGED, REPAIR AS REQUIRED TO ORIGINAL CONDITION. DO NOT CUT EXERCISE CARE WHEN CUTTING ADJACENT TO EXISTING WALLS TO AVOID DAMAGE TO ITEMS ARE UNDER EXISTING
SLABS, EXERCISE CARE TO PROTECT FROM DAMAGE LANDLORD'S STRUCTURAL ENGINEER. WHERE EXISTING PIPING AND OTHER SIMILAR ITEMS. COORDINATE ALL CORE LOCATIONS AND SLAB MODIFICATIONS WITH CORE
DRILLED WHERE APPROPRIATE FOR INSTALLATION OF PIPES AND SIMILAR IN ACCURATELY LOCATED STRAIGHT LINES AND BREAK OUT SECTIONS. FLOOR MAY BE PERMITTED EXCEPT WITH THE EXPRESSED WRITTEN
APPROVAL OF THE LANDLORD. CUT CONSTRUCTION CRITERIA AND TENANTS COORDINATOR. COORDINATE ALL REPLACEMENT AND REPAIR REQUIREMENTS WITH LANDLORD'S AND EXISTING PATCHES VERY SMOOTH, EVEN
AND PRACTICALLY INVISIBLE. NEW TO EXISTING CONSTRUCTION TO MATCH EXISTING WORK, MAKE JOINTS OF NEW 2. PUBLIC. JURISDICTION. BIDDING PHASE, SHALL BE SUBMITTED FOR APPROVAL PRIOR TO BEGINNING
THE ADDITIONAL COSTS FOR DEMOLITION OF ITEMS HIDDEN OR INACCESSIBLE DURING THE ALL COSTS OF REMOVAL REPAIR OR REPLACEMENT SHALL BE INCLUDED IN THE BID. ALTERATION OF ITEMS TO PROVIDE
FOR A COMPLETE INSTALLATION OF NEW WORK. CONTRACTOR SHALL DETERMINE AND INVENTORY ALL NECESSARY DEMOLITION AND OF EXISTING CONSTRUCTION AS SHOWN. NOTED OR IMPLIED ON THE DRAWINGS. VARIOUS
ITEMS OF EQUIPMENT AND CONSTRUCTION, AND THE CUTTING OR ALTERATION 1. DEMOLITION /BUILDING ALTERATIONS 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 INCLUDED AND NOT THE PREMISES NEAT, CLEAN AND CLEAR OF TOOLS, EQUIPMENT AND SURPLUS 27.WORK. 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. WOOD AND HOLLOW METAL DOORS AND FRAMES MANUFACTURER'S
WRITTEN INSTRUCTIONS PRIOR TO INSTALLATION. FOLLOWING MATERIAL BE ACCEPTED. NOTED. CEILING MEMBER, DRAFT OR SMOKE STOPS 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" OR 24" (AS INDICATED)
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 BE USED FOR ALL
WOOD FRAMING MEMBERS OF EXPOSED WOOD FINISHES TO BE L. K. I. H. F. D. 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 10. 9. 8. 7. SPECIFIC CONDITIONS AND SUBSTRATES. SPECIFICATIONS TTS-1543 OR FS TT-S 230 TYPE "II", CLASS "a". PROVIDE 1. SEALANTS AND CAULKING/ROOF PATCHING
AND SOUND FIRE RETARDANT TREATED TREATED UNLESS NOTED OTHERWISE. FIRE PROTECTION ASSOCIATION (NFPA) RECOMMENDATIONS. J. AREAS. G. SINK AND PUTTY IN FINISH WOOD SURFACES. E. WHERE SCREWS
DO NOT SHOW. A. INSTALL ALL MATERIAL WITH TIGHT JOINTS. CONSIDERATIONS AND REQUIREMENTS: SOLVENT AND CLEANING PROCEDURES. COLOR PIECE-TO PIECE. PANELS REPLACE DAMAGED SURFACES. MATERIALS.
TOLERANCES. EQUIPMENT, INCLUDING DOOR STOPS. 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. WOOD AND PLASTICS METAL SUPPORT
SYSTEM (WALL STUDS) 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 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 A WATERTIGHT AND WEATHERPROOF INSTALLATION. UNIT MASONRY 2. PROVIDE TYPE "X" FIRE
RETARDANT GYPSUM WALL BOARD PANELS 5/8" THICK, TESTED 4. FINISH WORK SHALL BE UNIFORM, OF APPROVED COLOR, SMOOTH AND FREE FROM 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 1/2" 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 WHICH SHOULD BE FLAT. PLEASE REFER TO SHEET A-3 FOR COMPLETE FINISH SCHEDULE EGSHELL FOR ALL
INTERIOR FINISHES WITH THE EXCEPTION OF THE OF THE CEILING, 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 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 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, UNLESS OTHERWISE RECOMMENDED BY MANUFACTURER'S 5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) COAT TINTED
PRIMER AND (2) CLEAN. WHERE HIGH GLOSS ENAMEL IS 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 GYPSUM WALL BOARD INDICATED ON DRAWINGS.
REQUIRED FOR TOUCH-UP AND REFINISHING. U.S. GYPSUM STANDARDS. ON DRAWINGS. ARCHITECT. ASTM C36/C36M-01. PAINTING PREVENT BUILD-UP OF FUMES. NO PAINT FINISH IS REQUIRED ON ITEMS HAVING
COMPLETE FACTORY FINISH, EXCEPT OF THE PAINT. A SMOOTH FINISH COAT. SPECIFICATIONS. SATISFACTORY. 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 POLYADJACENT 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. 5. REVIEW ALL AREAS TO RECEIVE TILE FLOORING (PRIOR TO SUBMITTING ESTIMATE) 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 AUTHORITIES & LANDLORD. MODIFICATION WITH LANDLORD. 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 24" STUD SPACING. CUT AS REQUIRED FOR UTILITIES IN WALLS. 1. 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. 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. 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. 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 C. LUMBER SHALL BE PROTECTED
FROM THE ELEMENTS UNTIL SUCH TIME IT IS USED IN CONSTRUCTION. PRODUCTS NOT COVERED IN ABOVE STANDARDS, COMPLY WITH RECOMMENDATIONS D. INSTALL ROUGH CARPENTRY WORK TO COMPLY WITH APPLICABLE
CODE STANDARDS UNLESS OTHERWISE INDICATED. FOR SHEATHING UNDERLAYMENT AND OTHER 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. 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 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 BRICK 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 MORTAR
JOINTS 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 (SUPER SEAL) USING SPRAY EQUIPMENT. SURFACE. 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 THE WORK MAY INCLUDE DEMOLITION OF EXISTING CONSTRUCTION, REMOVAL OF AT ALTERED CONSTRUCTION
REPAIR CUT EDGES, REPLACE CONSTRUCTION. AND FIT SAW-CUT CONCRETE ON GRADE WITH DIAMOND SAW; JACKHAMMERING WILL NOT BE DOORS AND FRAMES: IF DOORS AND FRAMES ARE TO BE REUSED ON THE WORK,
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. 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 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; PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL 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 G.C. PROVIDED 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 NSTALL 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 25 GAUGE, 7/8" DEEP WITH 1/2" PROVIDE COLD, ROLLED STEEL CHANNELS NOT LESS THAN 16 GAUGE. PROVIDE KICK BRACING IN ACCORDANCE WITH
INDUSTRY STANDARDS FOR WALL STUDS, 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.
FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND THE REQUIREMENTS OF THE PROJECT PRIOR TO DEVELOPING THEIR BID. MATERIAL QUANTITIES SHALL BE BASED ON ACTUAL FIELD CONDITIONS AND MEASUREMENTS.
DO NOT RELY ON 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 COORDINATING THEIR HIDDEN OR EXPOSEDWORK 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 INSTALLING, 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 CONTRACTORS SHALL VISIT THE PREMISES DURING THE BID 2. PROCESS AND SHALL SCALING PLANS
FOR ACCURATE DIMENSIONING. 3. PRIOR TO BEGINNING THE WORK, VERIFY ALL EXISTING DIMENSIONS AND SQUARE 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. 6. ALL DRAWINGS HEREIN CREATE AN ENTIRE PACKAGE. ALL TRADES SHALL BE 7. COORDINATE ALL WORK OF THE
VARIOUS TRADES AND SUBCONTRACTORS TO 8. UNLESS SPECIFICALLY NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS AND DIAGRAMMATICALLY ONDRAWINGS. 9. GENERAL CONTRACTOR SHALL PURCHASE AND MAINTAIN
INSURANCE COVERAGE IN 10. FURNISH ALL REQUIRED TEMPORARY FACILITIES AND ALL TEMPORARY UTILITIES 11. ALL CONTRACTORS MUST STAY BEHIND THE BARRIERS AND MAINTAIN ACCESS TO BE BILLED TO
GENERAL CONTRACTOR. 12. COORDINATE ALL CONSTRUCTION AND SCHEDULING WITH THE LANDLORD/JIMMY G E N E R A L R R E Q U I R E M E N T S RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011
A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S 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, SPECIAL ORDER SIZES ARE AVAILABLE UPON REQUEST. 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 OLDE DETROIT(2ND CHOICE) COLOR -STRATFORD (1ST CHOICE) 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 SO THAT THEY ARE FULL AND FREE OF PITS AND VOIDS. DIRT FROM BRICK FACES. PRESS THE MORTAR INTO INTO JOINTS WITH A GROUT BAG 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 WATER MAY BE USED TO REMOVE MUCH OF THE MORTAR
BEFORE IT HAS SET. CLEANING MUCH EASIER. WITH MORTAR INSTEAD OF PUSHING THE MORTAR IN WITH POINTING TROWEL MAKES ARE FILLED TO MAKE CLEANING EASIER. USING A GROUT BAG TO FILL THE JOINTS
RELEASE CHEMICALS MAY BE APPLIED TO THE THIN BRICKS BEFORE THE JOINTS SMEARING MORTAR ON THE FACES OF THE THIN BRICKS. SPECIAL GROUT CLEANING IS MUCH EASIER IF CARE IS TAKEN DURING APPLICATION
TO AVOID THE MORTAR. NEVER USE MURIATIC ACID, WIRE BRUSHES OR OTHER ABRASIVE METHODS TO CLEAN THIN BRICKS. EXISTING BRICK (NOT USED) REAL BRICK -THIN BRICK (SEE JIMMY JOHNS BUILD-OUT
MANUAL) SPACE BRICKS 1/4" APART. BEAT THE BRICKS FIRMLY INTO POSITION WITH A ALL GROUT JOINTS SHOULD BE SPACED AT 1/4".
SP-2 SCHEDULE RESPONSIBILITY DEMOLISH EXISTING INTERIOR SPACE DEMOLISH EXISTING STOREFRONT ALL UTILITY METERS SITE S C O P E O F W O R K /S P E C I A L F I N I S H E S C L A R I F I
C A T I O N S ITEM DEMOLISH EXISTING EXTERIOR FACADE GENERAL CONTRACTOR FURNISH DEMOLITION INSTALL FINISH FURNISH INSTALL FURNISH INSTALL FINISH LANDLORD JIMMY JOHN'S FRANCHISEE METER
ACTIVATION SEWER SERVICE TO LEASED SPACE SEWER SERVICE IN LEASED SPACE WATER SERVICE TO LEASED SPACE WATER SERVICE IN LEASED SPACE BUILDING ACCESSIBILITY (ADA) BARRICADE BARRICADE GRAPHICS
STOREFRONT SYSTEM FACADE/STOREFRONT STOREFRONT GLAZING ENTRY DOORS ENTRY DOOR HARDWARE STOREFRONT SIGNAGE SIGN LIGHTING POWER (EXT. ILLUMINATION) SIGN LIGHTING (EXT. ILLUMINATION) SIGN
LIGHTING POWER (INT. ILLUMINATION) SIGN LIGHTING (INT. ILLUMINATION) CURED CONCRETE SLAB FLOORS CONCRETE PREP FOR FINISHES FINISH CONCRETE SEAL (WHERE ACCURES) CERAMIC TILE QUARRY TILE
WOOD SUBFLOOR WOOD PLANK FLOOR VINYL FLOORS VINYL WALL BASE ENTRANCE WALK-OFF MAT DEMISING WALLS --STUDS WALLS DEMISING WALLS -INSULATION DEMISING WALLS -DRYWALL CEMENT BOARD WALLPAPER
WOOD MOULDINGS BRICK VENEER PLYWOOD AND STUD FRP PANELS ROOF MEMBRANE (PATCHING) ROOF CEILING GYPSUM BOARD-PAINTED ACOUSTIC CEILING (VINYL TILE) ITEM GENERAL CONTRACTOR LANDLORD MILLWORK
ANGLED COUNTER DRIVE-THRU COUNTER LONG WALL DRIVER'S BOX MISCELLANEOUS ALL REQUIRED BLOCKING/BACKING METAL DOORS, FRAMES, AND FINISHES DOOR TRANSITIONS DOOR HARDWARE BACK OF HOUSE CASEWORK
AND SHELVING BACK OF HOUSE CORNER GUARDS TOILET ACCESSORIES FIRE PROTECTION FIRE ALARM SYSTEM SPRINKLER MAIN SPRINKLER SYSTEM SPRINKLER SYSTEM MODS FOR TI WORK FIRE EXTINGUISHERS PLUMBING
SPECIALTIES PLUMBING FIXTURES S/S PLUMBING FIXTURES HVAC UNIT ROOF CURBS AND ROOFING MECHANICAL SPECIALTIES HVAC UNITS HVAC DUCTWORK THERMOSTATS AND CONTROLS FINAL CONNECTIONS AIR BALANCING
LOW VOLTAGE SPECIALTIES ALL LV CONDUIT /J-BOXES /PULL STRINGS ALL LV CONVENIENCE RECEPTACLES SECURITY SYSTEM SECURITY SYSTEM LV WIRING SOUND SYSTEM SOUND SYSTEM LV WIRING CONDUIT TO
TO PHONE BOARD PHONE SERVICE PHONE SYSTEM PHONE SYSTEM LV WIRING P.O.S. EQUIPMENT AND SYSTEM P.O.S. SYSTEM LV WIRING LIGHT FIXTURES/LAMPS RECEIVING/INSTALLATION CLARIFICATIONS SHELVING
AND RACKS LOCKERS OFFICE SAFES NA NA FURNISH INSTALL FINISH FURNISH INSTALL FURNISH INSTALL FINISH JIMMY JOHN'S FRANCHISEE CONCRETE POUR BACK 5/8" GYPSUM BOARD INSULATION S C O P E O
F W O R K /S P E C I A L F I N I S H E S C L A R I F I C A T I O N S RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150
JIMMY JOHN'S
101 PREP 104 WOMEN 102 BACKROOM 100 DINING SEE 9/A-9 103 MEN DEMO NOTES: REMOVE ALL INTERIOR PARTITIONS, MILLWORK, CEILING GRID, LIGHTING, PIPING, DUCTWORK, EQUIPMENT AND WALL FINISHES.
REMOVE ALL FLOOR FINISHES DOWN TO CONCRETE-SCRAPE AND CLEAN AND PREP FOR NEW TENANT FINISH. REMOVE ALL PLUMBING FIXTURES AND WATER HEATER, CAP WATER LINES AT DECK AND CAP WASTE LINE
BELOW SLAB. REMOVE ALL EXISTING ELECTRICAL POWER AND DATA. P2 P2 P2 P2 P1 P1 P2 P2 P2 P3 1'-2" 3'-8" A9 7 7'-11" 7'-6" 2'-6" 6'-8" 5'-0" 7'-1" 9'-4" 7'-0" 5'-10" 5'-6" 4'-2" 3'-6" 3'-0"
10'-1" 16'-4 1/2" 2'-0" 2'-2" 2'-9" 2'-7" 10'-1 1/2" 50'-10" 32'-0 1/2" 9'-3" 10'-9" 10'-2" 11'-9 1/2" 2'-7" 2'-7" 1'-5" 3'-1" 5'-8 1/2" 8'-8" 2'-2 1/2" 2'-6" 6'-2" 2'-6" 6'-2" 13'-0
1/2" 58'-8 1/2" 2'-9 1/2" CUT NEW 3'-8"x7'-4" OPENING IN EXISTING WALL FOR NEW EXTERIOR FREEZER/COOLER -COORDINATE WITH EXISTING GRADE. PROVIDE STEEL ANGLES AS REQUIRED, SEE DETAIL 4/A-9.
PATCH/PAINT WALL AS REQUIRED TO MATCH ADJACENT SURFACES. NEW 4" CONCRETE SLAB (3" WIDER THAN FREEZER/COOLER) -PROVIDE COMPACTED SUBGRADE AND FINISH LEVEL -SEE 12/A-9 FOR JOINT DETAIL
8'-0" 1'-1" 135° 135° 3'-6" A-1 PLAN DIMENSION RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S DIMENSION
PLAN A 1/4" = 1'-0" XX KEY NOTES WALL DECORSFINISHES FLOOR FINISHES EQUIPMENT -X DOORS CEILING FINISHES SEE SHEET A-6.1 WALL TYPE -SEE SHEET A-8 NOTE: SEE SHEET A-2 FOR ALL FINISHES
SEE SHEET A-3 S Y M B O L S L E G E N D X J I M M Y ' S J O H N ' S C O R P O R A T E N O T E S : THE JIMMY JOHN'S BUILD OUT MANUAL IS TO BE USED IN CONJUCTION WITH BLUEPRINT DRAWINGS.
ANY DISCREPANCIES NEED TO BE BROUGHT UP TO THE JIMMY JOHNS CONSTRUCTION DEPARTMENT. 1. CONCRETE: -ALL CONCRETE IS TO BE CUT AND REMOVED, AS OPPOSED TO THE USE OF JACKHAMMERS. ANY USE
OF A JACKHAMMER IS TO BE APPROVED BY THE ONSITE REPRESENTATIVE OF G.C. -ALL REMOVED CONCRETE IS TO HAVE A VAPOR BARRIER PLACED ON TOP OF BACKFIELD AREAS PRIOR TO REPLACING OF THE CONCRETE.
-ALL CUT AREAS OF CONCRETE ARE TO BE DRILLED AND PINNED USING ½" REBAR AND TO BE SPACED AT A MAXIMUM OF 16" APART. PINS ARE TO BE DRILLED INTO THE EXISTING CONCRETE AT LEAST 6" AND HAVE
AT LEAST 6" EXPOSED. -CONCRETE IS TO BE POURED TO ENSURE THAT A FLUSH AND SMOOTH TRANSITION EXISTS WITH THE EXISTING CONCRETE. ANY RAISED OR LOWERED AREAS WILL HAVE TO BE CORRECTED BY
THE CONTRACTOR RESPONSIBLE FOR THE PLACEMENT OF THE CONCRETE. 2. FRAMING, DRYWALL, ACOUSTICS & FRP: -ALL OUTSIDE CORNERS ARE TO HAVE CORNER BEAD SECURELY CLENCHED ON AND TAPED -DRYWALL
TO BE SCREWED 12" OC IN THE FIELD, AND EVERY 6" ON THE EDGES -ALL DRYWALL IS TO BE FINISHED TO AT LEAST A LEVEL 4 FINISH, ENSURING THAT ALL DRYWALL IS STRAIGHT, TRUE AND BLEMISH FREE,
READY TO ACCEPT FINISHES. THIS MEANS ALL DRYWALL, ALBEIT AT DECK HEIGHT OR BEHIND ANY TILE. -ACOUSTICAL CEILING IS TO HAVE HANGERS LOCATED AT 4' INTERVALS THROUGHOUT THE FIELD. ADDITIONAL
HANGERS MAY BE REQUIRED TO ENSURE THAT A MAXIMUM DISTANCE OF 8" FROM THE WALL IS MAINTAINED. THIS INCLUDES ALL MAINS AND CROSS RUNNERS -ALL METAL STUDS, ANGLED SUPPORTS, ETC ARE TO BE
A MINIMUM OF 20 GAUGE. IF CONSTRUCTION DOCUMENTS LIST A HEAVIER GAUGE FOR PARTICULAR FRAMING MEMBERS (I.E. PLATFORMS, ETC) THEN THE GAUGE LISTED WITHIN THE DOCUMENTS IS TO BE USED, AT
A MINIMUM. -ALL WALLS ARE TO BE WIPED FREE OF ALL DUST FROM SANDING, ETC BY THE DRYWALL CONTRACTOR. -ALL UNI-STRUT, THREADED RODS, WOOD BLOCKING AND FIRE STOPPING REQUIRED TO SUPPORT
OR STIFFEN ANY OF THE FRAMING IS TO BE SUPPLIED AND INSTALLED BY THE SUBCONTRACTOR -TOP OF THE SHELVING AT THE FRONT SOFFIT IS TO BE 5/8" OR 3/4" PLYWOOD -ALL WOOD FOR BLOCKING, SUPPORTS,
ETC IS TO BE FIRE RATED IF REQUIRED BY LOCAL CODES -ALL THREADED ROD LEFT EXPOSED IN THE PREP AREA IS TO BE COVERED WITH PVC (SUPPLIED AND INSTALLED BY SUBCONTRACTOR) TO CREATE A WASHABLE
SURFACE -FRP IS TO BE SMOOTH FINISH, NOT PEBBLED. ALL TRIMS AND MOLDINGS ARE TO BE MITERED, FIT PROPERLY AND TIGHT AT ALL JOINTS. UNDER NO CIRCUMSTANCE IS CAULKING TO BE USED AT JOINTS
OR MOLDINGS TO FILL FILL ANY GAPS OR IMPERFECTIONS IN THE INSTALLATION. A SHEET OF 5/8" PLYWOOD IS TO BE INSTALLED AS BLOCKING BEHIND THE DESK AREA. 3. TILE: -SUBCONTRACTOR IS TO SUPPLY
THE LABOR REQUIRED TO RECEIVE THE MATERIALS AT THE JOB SITE. COORDINATE TIME WITH THE GENERAL CONTRACTOR -ALL GROUT IS TO BE SMOOTH AND FREE OF ALL HOLES, DIVOTS, BLEMISHES, ETC. ANY
DEFLECTS WILL BE REPAIRED BY THE SUBCONTRACTOR -GROUT RELEASE IS TO BE USED ON ALL AREAS CONTAINING THE QUARRY TILE -ALL TILE SURFACES ARE TO BE WIPED COMPLETELY CLEAN BY THE SUBCONTRACTOR
AND LEFT FREE OF ANY HAZING, GROUT RESIDUE, FILMS, ETC. 4. PAINTING: -ALL LINES AND TRANSITIONS BETWEEN DIFFERENT COLORS ARE TO BE CRISP, STRAIGHT AND LEVEL -A TINTED GRIPPING PRIMER
IS TO BE USED ON THE DOOR FRAMES -ALL SURFACES ARE TO RECEIVE 1 COAT OF PRIMER -THE TOP EDGE OF THE TILE IS TO BE CAULKED TIGHT WITH A CONTINUOUS BEAD BEFORE PAINTING -TOPS OF THE DOOR
JAMBS /FRAMES MUST BE FINISHED -BOTH THE TOPS AND BOTTOMS OF THE DOORS ARE TO BE FINISHED -ALL SURFACES ARE TO RECEIVE 2 COATS OF FINISH, ENSURING THAT THERE IS NOT ANY OTHER COLOR SHOWING
THROUGH -DOOR FRAMES ARE TO RECEIVE 3 COATS OF FINISH -WOOD DOORS ARE TO RECEIVE THE STAIN, SANDING SEALER AND 3 COATS OF SATIN LACQUER -THE TOP SURFACE OF EVERYTHING (I.E. SHELF AT
BULKHEAD) IS TO BE FINISHED. 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. ALL MODULAR MILLWORK COMPONENTS ARE CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND ARE INSTALLED BY G.C. SEE MILLWORK SHEETS A-7 FOR DETAILS -LOCATE AS INDICATED. 4.
SEE DETAIL 8/A-9 FOR CEILING BRACING AT ALL WALL TYPES. 5. SEE SHEET A-8 FOR PARTITION TYPE DETAILS AND INFORMATION. 6. CONTRACTOR TO SITE VERIFY EXACT FIELD CONDITIONS. PROVIDE DEMISING
WALL/FULL HEIGHT GYP. BD. AS REQUIRED TO COMPLETE TENANT IMPROVEMENT SCOPE OF WORK. 7. CONTRACTOR TO INCLUDE/COORDINATE ALL REQUIRED SAW CUTTING IF REQUIRED FOR NEW EQUIPMENT/PLUMBING
INSTALLATIONS -ALL NEW CONCRETE SHALL MATCH EXISTING SLAB/FRAMING, SEE 12/A9. 8. DIMENSIONS ARE FROM INTERIOR FACE OF EXISTING FINISHES AT EXISTING WALLS AND FACE OF FINISH MATERIAL
AT NEW STUD WALLS. G E N E R A L N O T E S NORTH
A-9 14 14 TYP. 14 A-7 A-7 B A TYP. A-7.1 A A-4 A 6 9 8 8 7 TYP. 14 A-7 C 103 MEN 101 PREP 104 WOMEN 102 BACKROOM 100 DINING 22 10 13 22 A-7.1 C A-9 14 5 TYP. 3 2 15 5 TYP. TYP. 4 13
TYP. A-7 D 1 2 A-7.1 B 5 TYP. 5 TYP. 5 TYP. 5 TYP. 24 23 B.O. SOFFIT 7'-6" A.F.F. 21 18 17 12 8'-0" A.F.F. 103 MEN 101 PREP 104 WOMEN 102 BACKROOM 100 DINING TYP. 10'-6" A.F.F. 10'-6"
A.F.F. 8'-0" A.F.F. EQ. 3'-2 1/2" 3'-2 1/2" EQ. 11 EQ. 2'-3 1/2" 2'-3 1/2" EQ. 12 ±18'-0" A.F.F. B.O. DECK 10 15 19 19 TYP. TYP. 2'-2 1/2" 2'-2 1/2" EQ EQEQ 3'-0" 3'-0" EQ. 2'-4 1/2"
2'-4 1/2" EQ. EQ. 2'-7 1/2" 2'-7 1/2" EQ. EQ. 2'-1 1/2" 2'-1 1/2" EQ EQ. 22 22 6'-4 1/2" 16'-0" 16'-0" 3" 4'-0" 16'-0" 1'-6" 1'-10" 1'-10" 3'-7 1/2" 3'-7" 1'-4" 8'-0" 2'-1" 1'-9" 8'-0"
6 1/2" 16'-0" 2'-4" 2'-0" 1'-10" 3'-0 1/2" 9'-1 1/2" 16 16 16 16 16 16 A-1.1 AND RCP PLAN ARCH. FLOOR PLAN RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA
46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S ARCHITECTURAL FLOOR PLAN A 1/4" = 1'-0" REFLECTED CEILING PLAN B 1/4" = 1'-0" G E N E R A L N O T E S K E Y E D N O T E S 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. CONTRACTOR TO PROVIDE
CIRCUITS FOR STOREFRONT SIGNS -COORDINATE WITH SIGNAGE SHOP DRAWINGS. 4. ALL MODULAR MILLWORK COMPONENTS ARE CONSTRUCTED OFF SITE BY AN APPROVED VENDOR AND ARE INSTALLED BY G.C. SEE
MILLWORK SHEETS A-7 FOR DETAILS -LOCATE AS INDICATED. 5. TOILET ROOMS 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 13/A-9. 6. SEE DETAIL 8/A-9 FOR CEILING BRACING AT ALL WALL TYPES. 7. ALL LIGHTS IN FOOD PREPARATION AREAS, COOLERS, FREEZERS, STORAGE AND BACK ROOMS ARE TO BE SHIELDED.
8. COORDINATE WITH OWNER FOR EXACT LOCATION OF J.J. CLOCK LOCATIONS. 9. FREEZER HEIGHT IS 8'-6" A.F.F. VERIFY CEILING HEIGHT TO BE A MINIMUM OF 13'-0" A.F.F. (CLEAR SPACE) TO ACCOMMODATE
A TOP MOUNTED COMPRESSOR UNIT. 10.REMOTE COMPRESSOR UNITS REQUIRE A MINIMUM 11'-0" A.F.F. (CLEAR SPACE) VERIFY THAT CEILING IS CLEAR OF DUCTS, BEAMS, STRUCTURE, ETC. 11.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. 12.SEE SHEET A-8 FOR PARTITION TYPE DETAILS AND INFORMATION. 13.CONTRACTOR TO SITE VERIFY EXACT FIELD
CONDITIONS. PROVIDE DEMISING WALL/FULL HEIGHT GYP. BD. AS REQUIRED TO COMPLETE TENANT IMPROVEMENT SCOPE OF WORK. 14.CONTRACTOR TO INCLUDE/COORDINATE ALL REQUIRED SAWCUTTING IF REQUIRED
FOR NEW EQUIPMENT/PLUMBING INSTALLATIONS -ALL NEW CONCRETE SHALL MATCH EXISTING SLAB/FRAMING, SEE 12/A9. 15. DIMENSIONS ARE FROM INTERIOR FACE OF EXISTING FINISHES AT EXISTING WALLS
AND FACE OF FINISH MATERIAL AT NEW STUD WALLS. XX KEY NOTES WALL DECORSFINISHES FLOOR FINISHES EQUIPMENT -X DOORS CEILING FINISHES SEE SHEET A-6.1 WALL TYPE -SEE SHEET A-8 NOTE: SEE
SHEET A-2 FOR ALL FINISHES SEE SHEET A-3 S Y M B O L S L E G E N D X NORTH NORTH EXISTING SHELL BUILDING. EXISTING STOREFRONT WINDOWS. NEW STOREFRONT DOOR TO MATCH EXISTING STOREFRONT
-BY LANLORD. EXISTING T.S. COLUMN -FURR WITH 5/8" GYP. BD. ON "Z" FURRING AS TIGHT AS POSSIBLE. TAPED AND SAND SMOOTH READY FOR FINISH. SKIM COAT AS NEEDED TO RECEIVE NEW FINISH. EXISTING
5/8" GYP. BD. -CONTRACTOR TO PATCH/REPAIR/EXTEND AS REQUIRED. TAPED AND SAND SMOOTH READY FOR FINISH. SKIM COAT AS NEEDED TO RECEIVE NEW FINISH. LINE OF SOFFIT ABOVE. ELECTRICAL PANEL
-FULLY RECESSED. WALK-IN COOLER/FREEZER. MOP SINK WITH WH ABOVE -SEE 9/A-9 AND PLUMBING. ALIGN FACE OF SOFFIT AND FACE OF FULL HEIGHT PARTITION. CONTRACTOR TO ADJUST CEILING HEIGHT ABOVE
W/H IN ORDER TO PROPERLY COORDINATE REQUIRED PIPING CONNECTIONS -SEE 3/A-9. EXPOSED TO DECK ABOVE -ALL EXPOSED STRUCTURE, MECHANICAL DUCT AND OVERHEAD ITEMS ABOVE 10'-6" A.F.F. TO BE
PAINTED PT-5. FINISH THIS SIDE BY OTHERS. CLEAN/SCRAPE/INFILL EXISTING CONCRETE SLAB AND PREP AS REQUIRED FOR NEW FINISHES. 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. TRACK LIGHT -PENDANT MOUNT +10'-6" A.F.F. -SEE DETAILS ON SHEET E-2.
SURFACE MOUNT AT STOREFRONT. CEILING FAN -PENDANT MOUNT +9'-0" A.F.F. RECESSED DOWNLIGHT. WALL MOUNTED TOILET ROOM LIGHT FIXTURE MOUNTED +7'-0" A.F.F. TYPICAL FOR (6) CONTRACTOR TO COORDINATE
INSTALLATION -EQUALLY SPACED. NOT USED. SUSPENDED CEILING GRID ABOVE SOFFIT -SEE 7/A-9. SOFFIT WALL FINISH MUST ALIGN VERTICALLY WITH THE FACE OF CABINET LAMINATE ON DINING SIDE OF HALF
WALL BELOW. CUT NEW 3'-8"x7'-4" OPENING IN EXISTING WALL FOR NEW EXTERIOR FREEZER/COOLER -COORDINATE WITH EXISTING GRADE. PROVIDE STEEL ANGLES AS REQUIRED, SEE 4/A-9. PATCH/PAINT WALL
AS REQUIRED TO MATCH ADJACENT SURFACES. PROVIDE CONTINUOUS SEAL AT COOLER TO EXTERIOR WALL AS REQUIRED. NEW 4" CONCRETE SLAB (3" WIDER THAN FREEZER/COOLER) -PROVIDE COMPACTED SUBGRADE
AND FINISH LEVEL. SEE 12/A-9 FOR JOINT DETAIL. 123456789 10 11 12 13 14 15
16 17 18 19 20 21 22 23 24
1 101 PREP FF-5 FF-6 5 102 BACKROOM FF-5 FF-6 5 FF-7 2 FF-7 3 FF-7 3 4 4 6 6 6 6 7 A-2 1 A-2 5 A-2 5 A-2 2 A-2 5 A-2 4 A-2 4 A-2 7 104 WOMEN FF-4 FF-1 5 A-2 5 FF-4 FF-1 103 MEN 5 A-2
5 A-2 6 A-2 6 A-2 6 A-2 6 A-2 6 A-2 6 A-2 6 A-2 6 A-2 6 A-2 6 100 DINING FF-4 FF-1 5 FF-4 FF-1 5 1 3/4" AC PLY CLEAT ATTACHED TO REMOVABLE PANEL 3/4" AC PLY GROUT JOINT SEE SHEET A-6.1
FOR TILE HEIGHT PREP DINING 5/8" GYP. BOARD (PAINT AS REQUIRED) CONT. BEAD OF SEALANT AT TILE TO GYP. BD. (TYP.) 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 IN DINING RM. AND CEMENT
BACKER BD. UP 12" IN WORK AREAS AND RESTROOMS. BULLNOSE TILE AT TOP ROW 1/4" CERAMIC TILE -SEE SHEET A-6.1 FOR COLORS CERAMIC WALL BASE TILE FLOOR PER FINISH SCHEDULE FACE BRICK 2ND
LAYER 5/8" GYP. BOARD BULLNOSE TILE AT TOP ROW 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 CERAMIC WALL BASE TILE FLOOR PER FINISH SCHEDULE SEE SHEET A-6.1 FOR TILE HEIGHT CONT.
BEAD OF SEALANT AT TILE TO GYP. BD. (TYP.) FACE BRICK 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 TILE FLOOR PER FINISH SCHEDULE FACE BRICK CONT. BEAD OF SEALANT AT TILE TO GYP.
BD. (TYP.) BULLNOSE TILE AT TOP ROW 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 TILE FLOOR PER FINISH SCHEDULE SEE SHEET A-6.1 FOR TILE HEIGHT PL-2 PL-3 WB-1 1/4" CERAMIC TILE -SEE
SHEET A-6.1 FOR COLORS FF-4 FF-4 FF-4 CERAMIC WALL BASE FF-4 1/4" CERAMIC TILE -SEE SHEET A-6.1 FOR COLORS 1'-3" 1'-10" 1 1/2" HOLES FOR ELECTRICAL REMOVEABLE PANEL 6-7/8" 6" 4 1/4"
3'-6" 7" 1 1/2" 1" 3 1/2" 5" FF-6 FF-1 FF-4 COVE BASE INSTALLED ON TOP OF WALL TILE 5/8" GYP. BOARD (PAINT AS REQ'D) 5/8" WATER RESISTANT GYP. BD., ASTM C36 OR C630 IN DINING RM. AND
CEMENT BACKER BD. UP 12" IN WORK AREAS AND RESTROOMS. CONT. BEAD OF SEALANT AT TILE TO GYP. BD. (TYP.) BULLNOSE TILE AT TOP ROW TILE FLOOR PER FINISH SCHEDULE SEE SHEET A-6.1 FOR TILE
HEIGHT WB-1 1/4" CERAMIC TILE -SEE SHEET A-6.1 FOR COLORS ( AT BACKROOM) FRP 3/4" AC PLY 3/4" AC PLY PREP PL-3 PL-2 WB-1 6" 4 1/4" 3'-6" 7" 1 1/2" 1" 3 1/2" 5" FF-6 WB-1 FF-6 PREP 6-7/8"
A-2 PLAN AND SCHED. FLOOR FINISH RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S 1. INSTALL WALL TILE
BEHIND MILLWORK PRIOR TO INSTALLATION. INSTALL FLOOR AND BASE TILE 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 1/4". 4. ALL CABINETS MUST BE INSTALLED ON SUBSURFACE PRIOR TO TILE INSTALLATION. 1234567 START FULL TILE. NO FLOOR TILE UNDER MOP SINK.
PROVIDE (2) COATS SEALER AT ALL EXPOSED CONCRETE. SEALED CONCRETE UNDER COOLER/FREEZER. PROVIDE (2) COATS SEALER. OUTLINE OF MILLWORK. (NO FLOOR TILE). GROUT IN ALL TILE AREAS SHALL
BE FF-5 (TYP.) PROVIDE FLUSH TRANSITION -FLOAT AS REQUIRED. OUTLINE OF THE SODA CABINET. PAINT LAMINATE/Paint 120 OOYR15/510 Eggshell Cherry Red -Not Used -----Paint Benjamin Moore Ready
Mix Paint Eggshell White Dove Wall Paint, Interior Super Seal Paint 650 30YY 64/331 Eggshell Soft Gold -Paint Benjamin Moore 1475 Flat Greystone -Metal Laminate Advanced Technology 924-2
WAF Numetal -Plastic Laminate Formica 949 Matte White Rear face of counter Ceramic Tile Wall Tile 4x4 White 4" x 4" Wall Tile Ceramic Tile Black Ceramic Tile Red Ceramic Tile Brown Grout
Bonsal -Unsanded White Quarry Tile Metro 507 Quarry Puritan Gray 8" x 8" Floor Tile with 1/4" joints TILE (AT WALLS) Porcelain Tile Plaza Indian Slate Africa 18" x 18" Porcelain Stone
Floor Tile, 3/8" Thick Not Used --Ceramic Tile -Ellington Equippe Style-Wood Collection Flooring Surfaces, Contact: Kevin Applebee Floor Grout Bonsal -Sanded Charcoal Grout At Tile/Base
In Dining & Prep Area with 1/4" joints. FLOOR FINISH Location: General Flooring (See Finish Floor Plan) (217) 398-1990 6-1/4" x 16" Tile MARK MATERIAL MANUFACTURER MODEL NO. STYLE COLOR
DESCRIPTION BASE Quarry Cove Base Metro 507 -Puritan Gray 6" x 8" Bullnose Integral Cove Base at all Walls/Millwork Counter Top Corian -Finish: Matte Black Quartz 1/2" Thick SPECIAL
Thin Brick Glen-Gery Brick -Paper Cut Series Stratford 1/2" x 2 1/4" x 7 5/8" Grout Bonsal -Sanded Fawn FINISHES CLNGC-1 Ceiling Tile ----2' x 4' Gypsum Board, 1/2" Thick with Vinyl
Surface FF-1 FF-2 FF-3 FF-4 FF-5 C-2 PL-3 PL-2 PL-1 PT-5 PT-4 PT-3 PT-2 PT-1 CT-5 CT-4 CT-3 CT-2 CT-1 WB-1 SF-1 SF-2 SF-3 PLASTICS FRP FF-6 CT-6 Ceramic Tile Black 4" x 4" Bullnose Tile
-vertical tiles are not to be cut Fiberglass Reinforced Plastic S-100 -S/2/S Smooth Finish White -SF-4 Stain Minwax #215 -Red Oak Door Stain /Table Trim ---FF-7 Exposed Concrete ----(2)
Coats Sealer Tile is to be Butted Tight, then Grouted CT-7 Ceramic Tile White 4" x 4" Bullnose Tile Cerim -Wall Tile 4x4 Wall Tile 4x4 Wall Tile 4x4 Equippe Equippe Equippe CT-8 Ceramic
Tile Black 4" x 4" Bullnose Corner Tile -vertical tiles are not to be cut Equippe Equippe Equippe Bullnose Tile 4x4 Bullnose Tile 4x4 Bullnose Tile 4x4 -------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. Not Used -----Marlite in Prep/Backroom PT-9 PT-7 PT-6 Paint Pittsburg Paint Flat Safety Yellow pipe bollards and parking striping PT-8 SF-5 Not Used -----Not
Used -----Not Used -----Not Used -----Front face of counter. Waffle pattern to run horizontal VCT Armstrong 51911 Excellon 12" x12" Tile WB-2 White Rubber Base Roppe --White 4" Base
K E Y E D N O T E S XX KEY NOTES WALL DECORSFINISHES FLOOR FINISHES EQUIPMENT -X DOORS CEILING FINISHES SEE SHEET A-6.1 WALL TYPE -SEE SHEET A-8 NOTE: SEE SHEET A-2 FOR ALL FINISHES
SEE SHEET A-3 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 X F I N I S H S C H E D U L E 1/4" Grout Joints At Thin Brick SF-2 Benjamin Moore 1475 Flat Greystone Paint PT-5 from
+10'-6" up Flat Exposed 4" x 4" Wall Tile 4" x 4" Wall Tile 4" x 4" Wall Tile Glidden Glidden KEC DESIGN CONTACT: DAN PROCTOR 301 MERCURY DRIVE SUITE 1 PHONE: 217.356.1640 FAX: 217.356.1661
EMAIL: danproctor@kecdesign.net MIDWEST CABINET CO., INC. CONTACT: DAVID SMILEY 1674 INDUSTRIAL AVENUE OTTAWA, KS 66067 PHONE: (785) 242-8181 FAX: (785) 242-8183 FLOORING SURFACES, INC.
CONTACT: KEVIN APPLEBEE 401 EAST MERCURY CHAMPAIGN, IL 61822 PHONE: (800) 682-1990 (217) 398-1990 FAX: (217) 398-9007 EMAIL: FLOORSURF@aol.com A P P R O V E D V E N D O R L I S T (NO
SUBSTITUTIONS ALLOWED) VENDOR EQUIPMENT LIGHTING AND RESPONSIBILITY COUNTERS FLOORING AND WALL TILE FURNITURE, CHAMPAIGN, IL 61822 TILE (NO BRICK) 5 1 1/2" = 1'-0" BASE AND WALL AT BRICK
WALL 3 1 1/2" = 1'-0" BASE AND WALL TILE FULL BRICK WALL 1 1 1/2" = 1'-0" BASE AND WALL TILE 6 1 1/2" = 1'-0" AT COUNTER 4 1 1/2" = 1'-0" BASE AND WALL TILE WHERE DOORS ARE ON THE WALL
AT BRICK WALL 2 1 1/2" = 1'-0" BASE AND WALL TILE FLOOR FINISH PLAN A 1/4" = 1'-0" NORTH AT COUNTER 7 1 1/2" = 1'-0" BASE AND WALL TILE
40 40 31 30A 33 2 31 36 25 25A 32 32 5A 5 3 47 35 3 5A 11 11 10 5B 8 18 16C 12 12 27 14 15 22 21 21B 37 37 29 19 28 3 13 13A 13 13A 10 5B 14A 9 31 31 31 2A 2 39 20 20A 7 17A 17 34 6
6A 16 24 24A 24A 24 24A 24A 26 104 WOMEN 42 42 103 MEN D A-5 C A-5 A A-5 B A-5 E A-5 E A-6 C A-6 A A-6 D A-6 100 DINING 101 PREP G A-6 F A-6 I A-6 H A-6 B A-6 A A-6 J A-6 102 BACKROOM
1 23A 5 4 23D 23D 23 23C 23C 23C 5 23B 23B B A-6 K A-6 A-3 AND SCHEDULE EQUIPMENT PLAN RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE
BLVD. SUITE 150 JIMMY JOHN'S EQUIPMENT PLAN A 1/4" = 1'-0" 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 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 11/A-9 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 PERMANENT 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. WHEN HAND SINKS ARE EQUIPPED
WITH SPRING-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. 11011111010 3 COMPARTMENT SINK VEGETABLE PREP SINK MOP SINK FAUCET (ZURN Z1996-SF) SODA CABINET MOP SINK HAND SINK w/FAUCET ICE STORAGE BIN ICE MAKER 500#
(HOSHIZAKI/WATER-COOL) DRIVE-UP WINDOW CONTRACT 12-12211111242022110110 01 FIXTURE & EQUIPMENT PLAN NOTES: JIMMY JOHN'S EQUIP. NUMBER QUANTITY EQUIPMENT NAME JJ FRANCHISEE CASH REGISTER
CASHIER STANDS 43" HIGH FRONT COUNTER 34" HIGH H.A. COUNTER w/CHIP RACK (LOC. BY OWNER) DRIVE-UP COUNTER AVAYA 2554 FEATURE PHONE DRIVERS BOX ICE/BEVERAGE UNIT SNEEZE GUARD 18"X30" S.S.
CONSOLIDATION TABLE CUP DISPENSERS SIDE LOADING BREAD RACK 91" REFRIG. PREP TABLE COUNTERTOP STYLE OFFICE CHAIR METRO DESK AND SHELVES END LOADING BREAD RACK 42" HIGH COUNTER OVEN/PROOFER
12"x 91" S.S. OVERSHELF BAG-N-BOX CARBONATE STOR. EXHAUST CANOPY HOOD FAN DU50HFA & CURB BULK C02 SYSTEM SURFACE MOUNT FILL BOX HIGH PRESSURE CO2 30" x 30" S.S. CONSOLIDATION TABLE 30"
X 60" SLICER TABLE 30" x 60" S.S. CONSOLIDATION TABLE INSTALLATION METHOD PLUMBING REQ. 4 1322413001 10100 FIXTURE & EQUIPMENT PLAN NOTES: JIMMY JOHN'S EQUIP. NUMBER QUANTITY EQUIPMENT
NAME 42" DP WIRE SHELVING UNITS 48" DP WIRE SHELVING UNITS 3 SINK WALL SHELVES (18"x42") FLOOR SUPPORT FOR WALL COUNTER METRO SEAL RACKS FOR COOLER DUNNAGE RACKS FOR FREEZER DISPLAY
WALL SHELVES (14"x24") SOAP DISPENSER HIGH TABLE 30" DIA. LOW TABLE 30" DIA. ELECTRIC SLICER 2'-0" X 12'-0" X 42" H COMMUNITY TABLE STANDING POST 504411120 FIXTURE & EQUIPMENT PLAN NOTES:
JIMMY JOHN'S EQUIP. NUMBER QUANTITY EQUIPMENT NAME CUNO #15 WATER FILTER SOFFIT MOUNTED MENU BOARD BARSTOOLS BOOTH SEATING UNIT FOR 4 BOOTH SEATING UNIT FOR 6 CHAIRS WALL MOUNTED MENU
BOARD DISPLAY WALL SHELVES (14"x42") 30" DP WIRE SHELVING UNITS REFER TO ELECTRICAL DRAWINGS 120V (INSTALL DATA/POWER OUTLETS INSIDE CABINET) REFER TO CABINET DRAWINGS REFER TO CABINET
DRAWINGS REFER TO CABINET DRAWINGS PROVIDED BY KEC EQUIPMENT -SEE C/A-7 120V -CORD AND PLUG (C&P) (INSTALL OUTLET IN CABINET) PROVIDE SOLID BLOCKING-SEE ELEVATIONS CONTRACTOR TO COORDINATE
REFER TO PLUMBING DRAWINGS 31"-24"-31" CONFIGURATION 120V-11 AMPS-1/2 HP-(C&P) RECEPT. @12" A.F.F.) 208V -3 PH -31 AMPS -WIRE TO J-BOX 120V -1 PH -5.8 AMPS -WIRE TO J-BOX 120V -13 AMPS
-WIRE TO J-BOX 1/2" C.W. -1/2" H.W. -(3) 1 1/2" DRAIN-(2) 18" WIDE DRAINBOARDS REFER TO PLUMBING DRAWINGS REFER TO PLUMBING DRAWINGS 1/2" C.W. REFER TO PLUMBING DRAWINGS REFER TO PLUMBING
DRAWINGS 1/2" C.W. -1/2" H.W. -(3) 1 1/2" DRAIN 120V -15 AMPS -1/2 HP -CORD & PLUG PROVIDE BLOCKING TO SECURE SHELVING UNITS PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 10/A-9
FOR MOUNTING HEIGHTS SEE DETAIL 10/A-9 FOR MOUNTING HEIGHTS PROVIDE IN WALL BLOCKING 1221 DISPLAY WALL SHELVES (14"x48") TRASH RECEPTACLE BATHROOM ACCESSORIES DASANI COOLER 4'-0" X 5'-3"
TOP OF THE BOARD TO BE AT 8'-0"A.F.F. PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 10/A-9 FOR MOUNTING HEIGHTS REFER TO PLUMBING DRAWINGS AND SHEET A-4 BELOW COUNTER MANUFACTURER
CONTRACTOR LANDLORD PLUMBING REQ. CONTRACTOR LANDLORD PLUMBING REQ. CONTRACTOR LANDLORD NOT USED NOT USED NOT USED MID-WEST AVAYA MID-WEST MID-WEST MID-WEST MID-WEST UNIVERSAL CUSTOM
SAN JAMAR PIPER PRODUCTS KAIRAK UNIVERSAL CAPTIV AIRE READY ACCESS --METRO -PIPER PRODUCTS KAIRAK UNIVERSAL UNIVERSAL PIPER PRODUCTS --MANUFACTURER MANUFACTURER HOSHIZAKI HOSHIZAKI MID-WEST
MID-WEST METRO METRO METRO METRO ZURN ZURN UNIVERSAL --UNIVERSAL UNIVERSAL --HOBART ---MID-WEST K.E.C. ----CUNO-METRO -METRO METRO -BOBRICK -ZURN --1 1A 2 2A 345 5A 5B 6 6A 789 10 11
12 12A 13 13A 14 14A 14B 15 15A 15B 16 16A 16B 16C 17 17A 17B 18 19 20 20A 21 21A 21B 21C 22 23C 23D 24 24A 25 25A 26 26A 26B 27 29 30 30A 30B 30C 30D 31 31A 32 33 34 35 36 37 38 39
40 41 42 43 44 45 46 47 48 CONTRACT INSTALLATION METHOD CONTRACT INSTALLATION METHOD -3/8" COND. DRAIN -1" BIN DRAIN PROVIDE BLOCKING TO SECURE SHELVING UNITS SEE DETAIL 10/A-9 FOR MOUNTING
HEIGHTS 28 1 PAPER TOWEL DISPENSER BOBRICK PROVIDE IN WALL BLOCKING BO-10 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 COORDINATE A.D.A. REQUIREMENTS AND REQUIRED A.D.A. SYMBOLS.
30" X 90" -SOFFIT MOUNTED -CENTER ON FACE OF SOFFIT IN "SOFT GOLD" PAINT AREA. VERIFY EXACT LOCATION IN FIELD MOUNTED IN UN-USED AREA ENSURE EASY ACCESS TO THIS FILTER CARTRIDGE MOUNT
TO WALL-TOP @8'-0" A.F.F..-SEE PLUMBING SHEETS JJ FRANCHISEE JJ FRANCHISEE REFER TO CABINET DRAWINGS AND SHEET A-7.1 REFER TO CABINET DRAWINGS REFER TO CABINET DRAWINGS AND SHEET A-7
REFER TO CABINET DRAWINGS 1'-1" X 8'-0" X 42" H WALL COUNTER K E Y E D N O T E S G E N E R A L N O T E S K.E.C. WATER HEATER 3 COMP. SINK FAUCET (Z842H1.0002) VEGETABLE SINK FAUCET (Z842H1-15F)
ZURN ZURN A.O. SMITH FULLY RECESSED ELECTRICAL PANEL. A.D.A. ACCESSIBLE SEATING. HAND SINK WITH SOAP AND PAPER TOWEL DISPENSER WITH 8" 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 BOX HEIGHTS ARE TO BE 8'-6" TALL. -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. 1 DOOR REACH-IN REFRIGERATOR HOSHIZAKI 120V-10.9 AMPS-1/3 HP-(C&P) (RECEPT. @72" A.F.F.) REFER TO CABINET DRAWINGS AND SHEET A-7 AND A-7.1 ICE MAKER (WATER-COOLED) 208/230V-13
AMPS-WIRE TO J-BOX (RECEPT. AT 72" A.F.F.) 1/2" C.W. -3/8" COND. DRAIN -1" BIN DRAIN HOSHIZAKI 0 2'-0" X 6'-0" X 42" H COMMUNITY TABLE MID-WEST REFER TO CABINET DRAWINGS AND SHEET A-7
00 STURDI-BILT 'PM' SERIES HOOD STACKING CHAIRS WITH ARMS WEBCOAT EXTERIOR 42"Ø TABLE CSTACK BLACK WEBCOAT T42 ROUND -BLACK TRASH RECEPTACLE WEBCOAT UMBRELLA TR32PERF 32 GALLON PERFORATED
STYLE -BLACK BLACK --31B 0 BOOTH SEATING UNIT FOR 2 -1 36" DP WIRE SHELVING UNITS METRO 23B 2 ELEC. DOOR WALK-IN FREEZER 11 23 23A KOLPAK 120V-1P -2.3 AMPS -WIRE TO J-BOX 00 LIPTON -LTB-103
LIPTON -LB1-3 ICED TEA BREWER SEAMLESS STAINLESS STEEL ICED TEA DISPENSER 120V -CORD AND PLUG (C&P)-(INSTALL OUTLET IN CABINET) 1800 WATTS, 15 AMPS, 5-15 RECEPTACLE 49 50 NORTH 6' x
6' x 8'-6" TALL WALK-IN FREEZER 6' x 6' x 8'-6" TALL WALK-IN COOLER KOLPAK KOLPAK 208/220V/1 Ø HP-WIRE TO J-BOX 208/220V/1 Ø HP-WIRE TO J-BOX OUTDOOR MENU BOARD/ORDER BOX -120 VAC, 60
HZ, 2 AMPS -VERIFY EXACT LOCATION ICE/BEVERAGE UNIT LANCER ICD 2300 120V -CORD AND PLUG (C&P) OUTLET TO BE MOUNTED WITHIN CABINET FOR SODA MACHINE 00000 00 0 208V-3 PH-25.0 AMPS-18.0
KW-WIRE TO J-BOX REFER TO PLUMBING DRAWINGS NOTE: CONTRACTOR TO CONFIRM TYPE OF WALK-IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE AND DIRECT
MOUNTED. REFERENCE SHEET MEP-3 FOR ALTERNATE COMPRESSOR INSTALLATION.
5'-0" (VERIFY PER CODE) TOILET SIGNAGE -G.C. TO PROVIDE PER CODE, SEE DETAIL 13/A-9 5'-0" (VERIFY PER CODE) TOILET SIGNAGE -G.C. TO PROVIDE PER CODE, SEE DETAIL 13/A-9 8'-0" A.F.F. CEILING
HT. 18" 8'-0" A.F.F. CEILING HT. 54" SIDE APPROACH 2'-6" 8'-0" A.F.F. CEILING HT. 34" MAX. 40" MAX. TO REFLECTIVE SURFACE 15" MIN. 29" MIN. 27" MIN. 6" 3'-0" 8'-0" A.F.F. CEILING HT.
33"-36" MAX 19" MAX39"-41" 18" 3'-6" 1'-0" 39"-41" 8'-0" 6'-6" 1'-6" (BULLNOSE AT TOP) TYP. TYP. FF-4 TYP. CT-1 5 COURSES RANDOM TILE MIX OF ALL COLORS CT-2, CT-3 & CT-4, TYP. CT-6 TYP.
TYP. PT-3 A-2 5 1'-11" 8'-0" A.F.F. CEILING HT. 18" 8'-0" A.F.F. CEILING HT. 54" SIDE APPROACH 2'-0" 8'-0" A.F.F. CEILING HT. 34" MAX. 40" MAX. TO REFLECTIVE SURFACE 15" MIN. 29" MIN.
27" MIN. 6" 3'-0" 8'-0" A.F.F. CEILING HT. 33"-36" MAX 19" MAX39"-41" 18" 1'-0" 3'-6" 39"-41" 1 2 3 A-4 B.1 A-4 B.2 104 WOMEN 103 MEN3 2 1 A-4 AND ELEVATIONS RESTROOM PLAN RCHITECTURE
ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S 1. SEE SHEET A-6.1 FOR ALL WALL FINISHES. 2. SEE SHEET A-8 FOR PARTITION
TYPES. 3. LAVATORY MIRRORS TO BE MOUNTED SO THAT REFLECTING SURFACE IS 40" MAX. ABOVE THE FLOOR. 4. HOT WATER AND DRAIN PIPES EXPOSED UNDER SINK MUST BE INSULATED TO PROTECT AGAINST
CONTACT. 5. PROVIDE FIRE TREATED WOOD BLOCKING AT ALL GRAB BAR AND ACCESSORIES LOCATIONS. 6. TILE TO BE BUTTED TIGHT THEN GROUTED. 123 RECESSED TOILET PAPER DISPENSER BOBRICK #B-697
CUT OUT SIZE 11 3/4"W x 5 1/4"H x 3 3/8" D 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 ACCESSORY MANUFACTURER MODEL NO. SIZE/REMARKS SOAP DISPENSER BOBRICK #B-2112 #B-165
1830 MIRROR AT TOILET LAVATORIES BOBRICK ACCESSIBLE GRAB BARS BOBRICK 6806 SERIES LAVATORY WALL HUNG ZURN Z5354 INSULATION TRUEBRO ZURN Z5560 #B-4369 RECESSED PAPER TOWEL DISPENSER BOBRICK
WHITE HANDI LAV-GUARD WHITE SEAT ZURN Z5955SS (OPEN FRONT CHECK HINGE) & WASTE RECEPTACLE CUT OUT SIZE 11 3/8"W x 26 5/8"H x 4" MIN. D NOTE: ALL TOILET ACCESSORIES SHALL MEET ALL REQUIREMENTS
REQUIREMENTS OF THE ANSI 117 ACCESSIBILITY GUIDELINES AND ALL LOCAL CODE REQUIREMENTS. (800) 340-5969 PROVIDE BLOCKING AS REQUIRED 18" x 30"-SHIM AS REQUIRED -PROVIDE FULL PERIMETER
CAULKING ZURN FAUCET #Z812B1 WHITE WHITE 1 1/2"DIA x 42" LONG & 1 1/2"DIA x 36" LONG & LOCATED 35" TO TOP OF GRAB BAR ABOVE FINISHED FLOOR 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. REQUIREMENTS. SUPPLY FITTING -FLEXIBLE RISER & LOOSE KEY STOP, FLOAT & TRIP LEVER WATER CLOSET (TANK TYPE) BOWL, ELONGATED WITH AQUAGUARD
TANK LINER (STAGGER AS REQUIRED AT BACK TO BACK) COORDINATE WITH EXISTING PARTITION VERTICAL GRAB BAR BOBRICK 6806 SEMES 18" VERTICAL -PROVIDE BLOCKING AS REQUIRED ENLARGED PLAN A 3/8"
= 1'-0" K E Y E D N O T E S XX KEY NOTES WALL DECORSFINISHES FLOOR FINISHES EQUIPMENT -X DOORS DOORS CEILING FINISHES SEE SHEET A-6.1 WALL TYPE -SEE SHEET A-8 NOTE: SEE SHEET A-2 FOR
ALL FINISHES SEE SHEET A-3 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 X WOMEN'S TOILET C 3/8" = 1'-0" WOMEN'S TOILET E 3/8" = 1'-0" WOMEN'S TOILET G 3/8" = 1'-0" WOMEN'S TOILET
J 3/8" = 1'-0" MEN'S TOILET D 3/8" = 1'-0" MEN'S TOILET F 3/8" = 1'-0" MEN'S TOILET H 3/8" = 1'-0" MEN'S TOILET K 3/8" = 1'-0" INT. WALL DECOR M 3/8" = 1'-0" 5'-0" REQUIRED A.D.A. TURNING
RADIUS. 30"x48" REQUIRED A.D.A. CLEAR ACCESS. 56"x60" REQUIRED A.D.A. CLEAR ACCESS. ELEVATION B.1 3/8" = 1'-0" ELEVATION B.2 3/8" = 1'-0"
36 8'-0" BEYOND FF-4 43" 5A 47 35 5A 34" 11 5B FF-4 FF-4 42" 10 35 CENTER SOFFIT MENU BOARD IN "SOFT GOLD" PT-4 PAINT AREA MENU BOARD BEYOND PL-2 BEYOND 13A OBLIQUE VIEW BEYOND 10 5B
BEYONDSEE TEMPLATE "D" FOR WALL FINISH SEE TEMPLATE "A" FOR WALL FINISH OBLIQUE VIEW WB-1 OBLIQUE VIEW OBLIQUE VIEW SEE TEMPLATE "D" FOR WALL FINISH SEE TEMPLATE "G" FOR WALL FINISH
+18'-0" B.O.DECK ±17'-2" B.O.DECK STOREFRONT 31 31 BEYOND COLUMN 33 30A 31 8 PL-2 18 16C PL-2 40 SEE TEMPLATE "D" FOR WALL FINISH +18'-0" B.O.DECK ±17'-2" B.O.DECK SEE TEMPLATE "G.1"
FOR WALL FINISH 7'-6" TO CENTER STENCIL PROVIDED BY OWNER, PAINTING PROVIDED BY G.C." 6'-6" SUPER SEAL DIAMETER PT-3 EQ EQ ℄ 25 32 32 25A 25A 25A 33 31 31 31 31 30A 40 SEE TEMPLATE "D"
FOR WALL FINISH OBLIQUE VIEW +18'-0" B.O.DECK 25A VARIES B.O. DECK CENTER SOFFIT MENU BOARD IN "SOFT GOLD" PT-4 PAINT AREA 43" 5A 47 3 5A 5 34" 11 FF-4 FF-4 PL-2 BEYOND BEYOND +7'-6"
B.O. SOFFIT MENU BOARD 5B 42" 10 35 5B OBLIQUE VIEW SEE TEMPLATE "A" FOR WALL FINISH OBLIQUE VIEW SEE TEMPLATE "G.1" FOR WALL FINISH SEE TEMPLATE "D" FOR WALL FINISH OBLIQUE VIEWBEYOND
10 BEYOND BEYOND 25 32 COLUMN BEYOND VARIES B.O. DECK SEE TEMPLATE "G" FOR WALL FINISH A-5 ELEVATIONS INTERIOR RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA
46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S ELEVATION AT DINING A 1/4" = 1'-0" ELEVATION AT DINING C 1/4" = 1'-0" XX KEY NOTES WALL DECORSFINISHES FLOOR FINISHES EQUIPMENT
-X DOORS CEILING FINISHES SEE SHEET A-6.1 WALL TYPE -SEE SHEET A-8 NOTE: SEE SHEET A-2 FOR ALL FINISHES SEE SHEET A-3 S Y M B O L S L E G E N D X ELEVATION AT DINING B 1/4" = 1'-0" ELEVATION
AT DINING (PARTIAL) D 1/4" = 1'-0" ELEVATION AT DINING E 1/4" = 1'-0"
36 8'-0" +18'-0" B.O.DECK STOREFRONT 31 13A 10 FF-4 5B 13 +7'-6" B.O. SOFFIT WB-1 21 BLOCKING (TYP.) 37 BLOCKING (TYP.) 37 5'-10" 8" 1'-0" 21B GAP BETWEEN THE EDGE OF WING WALL AND THE
EDGE OF THE DRAIN BOARDS 22 15 12 19 29 40" 44" 28 +10'-6" B.O. CEILING 20A 20 1'-0" A-9 9 7 26 24A 6 6A 17A 17 SEE TEMPLATE "D" FOR WALL FINISH SEE TEMPLATE "C" FOR WALL FINISH SEE
TEMPLATE "E" FOR WALL FINISH 33 31 30A 40 10 3 13A 11 5B +10'-6" B.O. CEILING 5A 5 13 5B WB-1 +7'-6" B.O. SOFFITWB-1 14A 10 13 13A B.O.DECK VARIES BEYOND SEE TEMPLATE "B" FOR WALL FINISH
BEYOND BEYOND BEYOND BEYOND SEE TEMPLATE "D" FOR WALL FINISH OBLIQUE VIEW BEYOND BEYOND 31 31 31 5B PL-3 3 11 10 11 10 PL-2 BEYOND FF-4 WB-1 5 5A WB-1 5B 13 13A WB-1 +10'-6" B.O. CEILING
+18'-0" B.O.DECK SEE TEMPLATE "D" FOR WALL FINISH SEE TEMPLATE "B" FOR WALL FINISH 9 WB-1 33 30A 31 BEYOND BEYOND OBLIQUE VIEW +7'-6" B.O. SOFFIT BEYOND 2 2A 39 SOLID 2x WOOD BLOCKING,
FROM FLOOR TO CEILING 24 24A 24A 24 16 +10'-6" B.O. CEILING BEYOND SEE TEMPLATE "E" FOR WALL FINISH SEE TEMPLATE "C" FOR WALL FINISH SEE TEMPLATE "B" FOR WALL FINISHOBLIQUE VIEW OPEN
TO PREP OPEN TO PREP VARIES B.O. DECK 5'-10" 8"1'-0"39 2A 2 5'-10" 8"1'-0" SEE TEMPLATE "C" FOR WALL FINISH BEYOND OBLIQUE VIEW +10'-6" B.O. CEILING SEE TEMPLATE "G" FOR WALL FINISH
37 37 21B 21 BLOCKING SEE TEMPLATE "C" FOR WALL FINISH +10'-6" B.O. CEILING OBLIQUE VIEW 5'-10" 8"1'-0" 21 21B OPEN TO 37 BACKROOM ELEC. PANELS 5'-10" 8"1'-0" 21 21B 37OPEN TO PREP +10'-6"
B.O. CEILING SEE TEMPLATE "E" FOR WALL FINISH 23B +8'-6" T.O. WALK-IN BOX +10'-6" B.O. CEILING 24 26 SEE TEMPLATE "E" FOR WALL FINISH WALK-IN COOLER BOX ELEC. PANELS BEYOND SEE TEMPLATE
"E" FOR WALL FINISH BEYOND BEYOND BEYOND 24 24A 24A BEYOND 16 24A +10'-6" B.O. CEILING OBLIQUE VIEW SEE TEMPLATE "E" FOR WALL FINISH SEE TEMPLATE "E" FOR WALL FINISH ELEC. PANELS BEYOND
34 20A 20 7 1'-0" SEE: 9/A9 +10'-6" B.O. CEILING BEYOND OBLIQUE VIEW SEE TEMPLATE "E" FOR WALL FINISH SEE TEMPLATE "E" FOR WALL FINISH ELEC. PANELS BEYOND 34 7 +10'-6" B.O. CEILING BEYOND
17A 17 A-6 ELEVATIONS INTERIOR RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S ELEVATION AT PREP/BACKROOM
A 1/4" = 1'-0" ELEVATION AT PREP/BACKROOM (PARTIAL) B 1/4" = 1'-0" ELEVATION AT PREP C 1/4" = 1'-0" XX KEY NOTES WALL DECORSFINISHES FLOOR FINISHES EQUIPMENT -X DOORS CEILING FINISHES
SEE SHEET A-6.1 WALL TYPE -SEE SHEET A-8 NOTE: SEE SHEET A-2 FOR ALL FINISHES SEE SHEET A-3 S Y M B O L S L E G E N D X ELEVATION AT BACKROOM F 1/4" = 1'-0" ELEVATION AT BACKROOM (PARTIAL)
I 1/4" = 1'-0" ELEVATION AT BACKROOM H 1/4" = 1'-0" ELEVATION AT BACKROOM K 1/4" = 1'-0" ELEVATION AT BACKROOM J 1/4" = 1'-0" ELEVATION AT PREP (PARTIAL) D 1/4" = 1'-0" ELEVATION AT
PREP (PARTIAL) E 1/4" = 1'-0" ELEVATION AT BACKROOM G 1/4" = 1'-0"
2'-10" 3'-6" 7'-6" 2'-10" 3'-6" RANDOM TILE MIX (5 COURSES HIGH) OF ALL THREE COLORS CT-2, CT-3 & CT-4 TYP. WALL TILE TO BE BUTTED TIGHT THEN GROUTED CT-5 TYP.. WALL TILE BASE TO BE
GROUTED FF-5 TYP. 6'-6" DOUBLE EDGED BULLNOSE AT CORNER DOUBLE EDGED BULLNOSE AT CORNER DOUBLE EDGED BULLNOSE EXTEND GYP. BD. AND FINISHES TO DECK 45 DEGREE MITER IS SO NO UNFINISHED
EDGES OF THE TILE ARE EXPOSED REFER TO SHEET A3 FOR EQUIPMENT SCHEDULE ALL FRP WALL FINISHES ARE TO BE SMOOTH SEE TYPICAL TILE BASE DETAILS SHEET A-2 TYP. FRP TYP. WB-1 TYP. PL-2 TYP.
PT-4 FF-4 TYP. 10'-6" 7'-6" TYP. PT-5 RANDOM TILE MIX OF ALL THREE COLORS CT-2, CT-3 & CT-4, TYP. TYP. PT-3 CT-6 TYP. TYP. CT-1 FF-4 TYP. TYP. PT-5 1'-11" 6'-6" 4'-0" 10'-6" TYP. WB-1
TYP. PT-4 TYP. PL-3 EXTEND GYP. BD. AND FINISHES TO DECK EXTEND GYP. BD. AND FINISHES TO DECK MITER TILE 45° AT ALL OUTSIDE CORNERS (TYP.) TYP. PT-5 TYP. PT-3 TYP. CT-1 TYP. CT-7 TYP.
CT-6 FF-4 TYP. PT-5 PT-3 CT-6 CT-7 CT-1 FF-4 TYP. CT-7 FF-5 CT-5 1'-11" 4'-0" DINING AREA SIDE REAR AREA ELEVATION PREP AREA ELEVATION SOFFIT ELEVATION PREP AREA SIDE DINING AREA ELEVATION
SOFFIT ELEVATION TYP. CORNER DETAIL TYP. WINDOW DETAIL BULLNOSE AT TOP TILE ROW (TYP.) SF-1 SF-1 TYP. SF-2 BRICK, GROUT W/SF-3 NOTE: BRICK IS TO EXTEND TO THE BOTTOM OF DECK NOTE: CERAMIC
TILE MOUNTED TO SINGLE LAYER OF 5/8" GYP. BD. ON WALLS WITH DOORS. CT-6 CT-1 6'-6" FF-4 RANDOM TILE MIX OF ALL THREE COLORS CT-2, CT-3 & CT-4, TYP. 1'-11" DINING AREA ELEVATION TYP.
FF-4 TYP. DINING AREA ELEV. OUTSIDE CORNER OF TILE/BASE TO OVERLAP BRICK (TYP.) BULLNOSE AT CORNERS ALIGN BRICK SF-2 BRICK, GROUT WITH SF-3 NOTE: BRICK IS TO EXTEND TO THE BOTTOM OF
DECK PAINT OUTSIDE CORNER OF BASE TILE (PAINT BASE EDGE THE COLOR OF THE BASE TILE) DOUBLE EDGED BULLNOSE CT-6 CT-7 CT-1 FF-4 TYP. CORNER DETAIL GROUT FOR ALL WALL TILE (TYP. FOR CT-7,
CT-6, CT-3, CT-2, CT-1) NOTE ON GROUT COLOR: GROUT FOR ALL BASE TILE (TYP. FOR FF-4 & WB-1) 5/8" GYP. BD. BRICK SF-2, SF-3 1/2" GYP. BD. CERAMIC TILE ALL VERTICAL BLACK BULLNOSE TILE
MUST NOT BE CUT ALL ALL VERTICAL BLACK BULLNOSE TILE MUST NOT BE CUT ALL VERTICAL BLACK BULLNOSE TILE MUST NOT BE CUT ALL VERTICAL BLACK BULLNOSE TILE MUST NOT BE CUT ALL VERTICAL BLACK
BULLNOSE TILE MUST NOT BE CUT CENTER VERTICAL ROW OF CUT TILE OR CENTER GROUT JOINT ON WIDTH OF WINDOW ROW OF VERTICAL TILE MUST NOT BE CUT LESS THAN 2" IN WIDTH CT-6 CUT TO FIT RETURN
TO WINDOW FRAME JAMB RANDOM TILE MIX 5 COURSES HIGH) OF ALL THREE COLORS CT-2, CT-3 & CT-4 CUT TO FIT RETURN TO WINDOW FRAME CT-7 CUT TO FIT RETURN TO WINDOW FRAME AT SILL TYP. WINDOW
ELEVATION AND SECTION CUT RANDOM TILE MIX OF ALL THREE COLORS CT-2, CT-3 & CT-4, TYP. TYP. PT-3 TYP. PT-5 CT-6 TYP. TYP. CT-7 TYP. CT-1 TYP. CT-1 TYP. CT-7 RANDOM TILE MIX OF ALL THREE
COLORS CT-2, CT-3 & CT-4, TYP. TYP. CT-1 CT-6 TYP. PT-3 TYP. WB-1 1'-11" 6'-6" 4'-0" TYP. ALL VERTICAL BLACK BULLNOSE TILE MUST NOT BE CUT TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.
A6.1 TEMPLATES WALL DECOR RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S PAINT LAMINATE/Paint 120 OOYR15/510
Eggshell Cherry Red -Not Used -----Paint Benjamin Moore Ready Mix Paint Eggshell White Dove Wall Paint, Interior Super Seal Paint 650 30YY 64/331 Eggshell Soft Gold -Paint Benjamin Moore
1475 Flat Greystone -Metal Laminate Advanced Technology 924-2 WAF Numetal -Plastic Laminate Formica 949 Matte White Rear face of counter Ceramic Tile Wall Tile 4x4 White 4" x 4" Wall
Tile Ceramic Tile Black Ceramic Tile Red Ceramic Tile Brown Grout Bonsal -Unsanded White Quarry Tile Metro 507 Quarry Puritan Gray 8" x 8" Floor Tile with 1/4" joints TILE (AT WALLS)
Porcelain Tile Plaza Indian Slate Africa 18" x 18" Porcelain Stone Floor Tile, 3/8" Thick Not Used --Ceramic Tile -Ellington Equippe Style-Wood Collection Flooring Surfaces, Contact:
Kevin Applebee Floor Grout Bonsal -Sanded Charcoal Grout At Tile/Base In Dining & Prep Area with 1/4" joints. FLOOR FINISH Location: General Flooring (See Finish Floor Plan) (217) 398-1990
6-1/4" x 16" Tile MARK MATERIAL MANUFACTURER MODEL NO. STYLE COLOR DESCRIPTION BASE Quarry Cove Base Metro 507 -Puritan Gray 6" x 8" Bullnose Integral Cove Base at all Walls/Millwork
Counter Top Corian -Finish: Matte Black Quartz 1/2" Thick SPECIAL Thin Brick Glen-Gary Brick -Paper
Cut Series Stratford 1/2" x 2 1/4" x 7 5/8" Grout Bonsal -Sanded Fawn 1/4" Grout Joints At Thin Brick SF-2 FINISHES CLNGC-1 Ceiling Tile ----2' x 4' Gypsum Board, 1/2" Thick with Vinyl
Surface FF-1 FF-2 FF-3 FF-4 FF-5 C-2 PL-3 PL-2 PL-1 PT-5 PT-4 PT-3 PT-2 PT-1 CT-5 CT-4 CT-3 CT-2 CT-1 WB-1 SF-1 SF-2 SF-3 PLASTICS FRP FF-6 CT-6 Ceramic Tile Black 4" x 4" Bullnose Tile
-vertical tiles are not to be cut Fiberglass Reinforced Plastic S-100 -S/2/S Smooth Finish White -SF-4 Stain Minwax #215 -Red Oak Door Stain /Table Trim ---FF-7 Exposed Concrete ----(2)
Coats Sealer Tile is to be Butted Tight, then Grouted CT-7 Ceramic Tile White 4" x 4" Bullnose Tile Cerim -Wall Tile 4x4 Wall Tile 4x4 Wall Tile 4x4 Equippe Equippe Equippe CT-8 Ceramic
Tile Black 4" x 4" Bullnose Corner Tile -vertical tiles are not to be cut Equippe Equippe Equippe Bullnose Tile 4x4 Bullnose Tile 4x4 Bullnose Tile 4x4 -------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. Not Used -----Marlite in Prep/Backroom PT-9 PT-7 PT-6 Paint Pittsburg Paint Flat Safety Yellow pipe bollards and parking striping PT-8 SF-5 Not Used -----Not
Used -----Not Used -----Not Used -----Benjamin Moore 1475 Flat Greystone Paint PT-5 from +10'-6" up Front face of counter. Waffle pattern to run horizontal VCT Armstrong 51911 Excellon
12" x12" Tile WB-2 White Rubber Base Roppe --White 4" Base F I N I S H S C H E D U L E KEC DESIGN CONTACT: DAN PROCTOR 301 MERCURY DRIVE SUITE 1 PHONE: 217.356.1640 FAX: 217.356.1661
EMAIL: danproctor@kecdesign.net MIDWEST CABINET CO., INC. CONTACT: DAVID SMILEY 1674 INDUSTRIAL AVENUE OTTAWA, KS 66067 PHONE: (785) 242-8181 FAX: (785) 242-8183 FLOORING SURFACES, INC.
CONTACT: KEVIN APPLEBEE 401 EAST MERCURY CHAMPAIGN, IL 61822 PHONE: (800) 682-1990 (217) 398-1990 FAX: (217) 398-9007 EMAIL: FLOORSURF@aol.com A P P R O V E D V E N D O R L I S T (NO
SUBSTITUTIONS ALLOWED) VENDOR VENDOR RESPONSIBILITY EQUIPMENT LIGHTING AND RESPONSIBILITY FLOORING AND WALL TILE COUNTERS FURNITURE, CHAMPAIGN, IL 61822 VENDOR RESPONSIBILITY Flat Exposed
4" x 4" Wall Tile 4" x 4" Wall Tile 4" x 4" Wall Tile Glidden Glidden
1/4" 1 1/2" 1" R=1/4" (TYP.) 1/2" 3/4" 3/16" 3/4" 10" 1 1/2" 48" 1" 1" 3" 46" 4" 15 1/2" 13" 1 1/2" 11 1/2"1/4" 9 1/2" 12" 1/2" X 5" SLOT WHITE MELAMINE INTERIOR PAINT SLOT WHITE 3/4"
MDF 1 1/2" 2 1/4" 23" 9 1/2" 9 3/4" 5-KNUCKLE HINGE 3MM WHITE PVC EDGING TYP. OPENINGS BETWEEN DIVIDERS 5 1/2" OR EQUAL SPACING 42" PL-3 PL-3 PL-3 PL-3 PL-3 FRONT ELEVATION SECTION A2
A-7 4" 42" 0'-0" FIN. FLR. 0'-0" FIN. FLR. PL-3 PL-3 PL-3 STANDARD TWO-DRAWER FILE CABINET AMSEC BWB-2020 SAFE GENERIC WHITE FORMICA TOP -LOWES, HOME DEPOT SHIM COUNTER WITH PLYWOOD
TO LEVEL TOP WITH SAFE 48" 30"± ALTERNATE DESK ELEVATION PROVIDE SOLID 2x WOOD BLOCKING FOR ALL WALL MOUNTED SHELVING 48" 34" 82" 52" 24" 8" 12" DEAD SPACE OPEN TO FLOOR BLACK MELAMINE
11 1/8" 11 3/4" 29" 8 13/16" 27" 3/4" ANGLED WHITE MELAMINE 35 1/2" ADJ SHELF BASE FINISH BY OTHERS 22 1/2" OPEN 3/4" DRAWER 8 13/16" ANGLED 6" 26 1/2" 34" 9" 22 1/2" OPEN DRAWER 11
1/8" 6" 26 1/2" 1 1/2" 34" 9" 43" 29" 6 7/8" 1 1/2" 25 5/8" 43" BLACK MELAMINE ADJ SHELVES BLACK MELAMINE MELAMINE 1" O.H. 1" O.H.WHITE MELAMINE INTERIOR. BLACK MELAMINE INTERIOR 6"
6 7/8" 24 3/8" 1 1/4" 34" 1 1/2" 7/8" 7/8" 28" 30" WHITE 3mm EDGING EMPLOYEE SIDE BLACK 3mm EDGING CUSTOMER SIDE 11 1/8" BASE FINISH BY OTHERS 32 1/2" PLYWOOD BASE TYPICAL AC OR BETTER
GRADE BASE FINISH BY OTHERS 12" METABOX 8 13/16" 1/8" 23 1/2" 27" 23 1/2" 1/8" 8 13/16" 4 1/2" 11 3/4" 32 11/16" 32 11/16" 29" 35 1/4" 34 1/4" 23 1/16" 19 3/8" 9 1/4" 11 3/4" 10" 9 3/4"
97 1/2" 92 3/8" 6" 1/4" 1 1/2" 20 1/4" 92 3/8" TOP DIMENSIONS 97 1/2" OVERALL TOP DIMENSIONS 9 3/8" 15" 9 3/8" 15" 15" 25" 23 1/2" 23 1/2" 11 3/4" ELECTRICAL BOXES BY MILLWORK CONTRACTOR
ELECTRICAL BOXES BY MILLWORK CONTRACTOR 21 1/4" ELECTRICAL BOXES BY MILLWORK CONTRACTOR 22 1/2" OPEN 123 1/2" 1/8" O.H. 3/4" 21 1/4" 5" 11" 1" 6" 4 1/4" PL-3 PL-2 PL-2 PL-3 PL-3 PL-2
PL-2 1/8" O.H. BLACK MELAMINE ADJ SHELF 1 1/2" 1 1/4" 19 1/2" REAR ELEVATION B1 FRONT ELEVATION A-7 B2 A-7 SECTION SECTION 27 1/8" 30" 43" 3/4" 6" 35 1/2" DEAD SPACE ELECTRICAL BOX BY
MILLWORK CONTRACTOR 26 7/8" 4" DOOR SWING RETURN AIR FILTER GRILLE 20 7/8" 4 3/8" 4 1/4" 26 7/8" 27" BLACK CABINET LINER 5-11/16" HOLES FOR CUPS -TYP.(4) 5-11/16" HOLES FOR CUPS -TYP.(4)
WHITE MELAMINE 88 3/8" 88 3/8" 92 3/8" 97 1/2" Ø2 3/4" INTERIOR DRAWER DIMENSIONS: 21-1/4: WIDE X 9-3/4 DEEP X 2-5/8 TALL METABOX -DIMINSIONS ARE 12" DEEP X 20" WIDE X 3 38" TALL DRAWER
MODEL # IS 320M2700C15 -WH DRAWER MOUNTED WITH ZSF1800-R&L FRONT MOUNTING BRACKETS WHITE PVC BLACK PVC 1 5/16" 1 5/16" BLACK PVC WHITE PVC 1 5/16" 1 5/16" 1 1/4" Ø2 3/4" WHITE PVC WHITE
PVC TRU AIRE -STAMPED FACE TETURN AIR FILTER GRILLE -MODEL 190 -18' X 24 BLACK CABINET LINER BLACK PVC BLACK PVC SECTION DETAIL 1/2" 1 1/2" 1" 1" REAR ELEVATION PLAN FRONT ELEVATION
34" 1" 30 1/2" 1" 1 1/2" 32" 1" x 4" PLYWD CROSS SUPPORTS INTERIOR FINISH 28 1/2" 1" O.H. 6" NOTE: ALL PLYWOOD CONSTRUCTION PL-3 PL-2 EDGING TYP. 33" 3" 10 3/4" 10 3/4" R=1/4" COUNTER
PLAN PL-2 UN FE PL-2 59" 1" 57" 34" 57" FINISHED 1" O.H. PL-2 59" PL-2 PL-2 PL-2 1" O.H. 59" 4" PL-3 33" PL-2 9 3/8" 9 3/8" 9 3/8" 9 3/8" 42 1/2"59" 55 1/2" 7 1/4" 28 7/8' 1" O.H. 1"
O.H. 7 1/4" SPLASH SENT LOOSE 1 1/2" 1" O.H. 1" O.H. 3/4" STAINLESS CORNER GUARDS A-7 DETAILS MILLWORK DRIVERS BOX MODULE 6 A 1 1/2" = 1'-0" RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER
. 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S METRO DESK ELEVATION C 3/4" = 1'-0" CUSTOMER ORDER COUNTER MODULE 1 B 3/4" = 1'-0" GENERAL NOTE: ALL
NUMETAL 924-2 WAF LAMINATE IS TO BE INSTALLED WITH WAFFLE PATTERN RUNNING HORIZONTAL. 3/4" PLYWOOD MUST BE USED BEHIND THE NUMETAL LAMINATE. DRINK STATION COUNTER MODULE 4 D 3/4" = 1'-0"
3 1/2" 3/4" AC PLY CLEAT ATTACHED TO REMOVABLE PANEL 1 1/2" HOLES FOR ELECTRICAL REMOVEABLE PANEL 5" 7" 1 1/2" 1" 42" 15" 22" 6 7/8" 1 5/16" 4 1/4" 6 1/2" 1 5/16" PL-2 WHITE PVC TAPE
BLACK PVC TAPE PL-3 SECTION COUNTER TOP PLAN WALL PANEL PLAN 7" 5" 3/4" 3/4" PREP SIDE ELEVATION SNEEZE GUARD 1/16" 1/16" 129" PREP SIDE DINING SIDE CUT OUTCENTERED CL IN PANEL PL-3
1/16" 3/4" 40 1/2" 42" 6 1/2" 1 1/2" CUSTOMER ORDER COUNTER 1/16" 4" 12" ELECTRICAL BOXES AND CUTOUTS BY MWC 4" 48" 39 1/8" 48" 39 1/8" 128" 39 1/8" PL-2 FINISH THIS END FLAT SEAM IN
METAL LAM TOWARD THIS END 1" 5 5/8" WHITE PVC TAPE 1"SCRIBE 129" 1/16" PL-3 PL-3 1" 1" 40 1/2" 6 1/2" 5" 37" 1 1/2" 7" 29 1/8" 42" PL-3 PL-2 1 5/16" 1 5/16" 1 5/16" WHITE PVC TAPE 39
1/8" ELETRICAL BOXES BY MWCCONDUIT AND WIRING BY OTHERS 122" 115"122" 37" 30" 1" 5" 4" 48" 33" 7" 7" 1" 40 1/2" 42" 6 1/2" 1 1/2" 7" CUTOUT CENTERED IN PANEL 3/4 1/8" 115"120" 48" 3/4"
1/16" 33" 30" 29 1/8"35" 1/8" 1/8" 5" 5" 18" 18"12" 12" 15 1/2" 33" 21 1/2" 12" TOP CORNER PLATE WALL PANEL PLAN COUNTER TOP PLAN 12" CL PL-2 PL-3 PL-3 PL-3 PREP ELEVATION SNEEZE GUARD
PREP SIDE DINING SIDE 4" 12" 4" 6 7/8" 3/4" 5 5/8" SEAM IN METAL LAM TOWARD THIS END 18" BOTTOM CORNER PLATE PL-2 WHITE PVC TAPE CUSTOMER ORDER COUNTER 33" COUNTER PLAN SECTION 1 1/2"
1" 1/2" 13" 42" R=1/4" (TYP.) 1 1/2" 1" 1/2" COVED BACKSPLASH 4" R=1/4" R=1/2" COVED BACKSPLASH 12" 36" 12" 96" 13" 36" 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. A7.1 DETAILS MILLWORK FRONT COUNTER WALL MODULE 2 A 3/4" = 1'-0" RCHITECTURE ESIGNCC VB AS NOTED 23
. DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S GENERAL NOTE: ALL NUMETAL 924-2 WAF LAMINATE IS TO BE INSTALLED WITH WAFFLE PATTERN RUNNING
HORIZONTAL. FRONT COUNTER WALL MODULE 3 C 3/4" = 1'-0" WALL COUNTER MODULE 8 B 3/4" = 1'-0"
T.O. GYP. BOARD T.O. STUD 6" 6" T.O. GYP. BOARD 6" 10'-6" @PREP/BACK ROOM 8'-0" @TOILET ROOM 10'-6" SEE DETAIL 15/A-9 FOR BRACING 453 46 13 2TYP. 7 SEE DETAIL 15/A-9 FOR BRACING 11 8
46 13 453621TYP. 79 2 16 10 A9 16 1 6" TYP. 10'-6" AT PREP 8'-0" AT TOILET ROOM 7246 13 5 14 ADJACENT TENANT 14 2 15 1 10 T.O. GYP. BOARD 6" METAL STUDS (1) SCHLAGE D40S SPARTA LEVER
HANDLED PRIVACY LOCK (US26D) (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) LOCKSET-SINGLE
CYCLINDER 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) (1) IVES DOOR STOP #60 (CAST ALUM. FIN.) 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 CONTRACTOR TO V.I.F.) HARDWARE SET NO. 2: 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 DURING BUSINESS HOURS." 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 CLOSERS. 3. ALL INTERIOR DOORS TO BE SOLID CORE. WOOD DOORS TO BE BIRCH VENEER (ALT. -OAK VENEER) 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 DURING BUSINESS HOURS " POSTED. 6. DOOR OPENING
FORCE FORCE SHALL NOT EXCEED 5 LBS. 7. ALL DOOR OPERATING HARDWARE SHALL BE MOUNTED AT 38" AFF. 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. (1) SCHLAGE LEVER HANDLE (1) SCHLAGE LEVER HANDLED LOCKSET (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.). (2) 6"x34"-BALDWIN BRUSHED S/S KICKPLATES (BOTH SIDES) HARDWARE SET NO. 3: (1) SCHLAGE LEVER HANDLE D O O R N O T E S D O O R H A R D W A R ENOTE: EGRESS DOORS SHALL BE READILY
OPENABLE FROM THE EGRESS SIDE W/O THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT ALUMINUM 2 -EXISTING STOREFRONT DOOR -G.C. TO PROVIDE PANIC HARDWARE 3'-0" x 7'-0" D O O R S C H E D
U L E STAINED BIRCH VENEER ALUMINUM S.C. WOOD ALUM./GLASS HOLLOW METAL FACTORY FINISH FACTORY FINISH FINISH 12 1/A-9 01 5/A-9 02 STAINED BIRCH VENEER S.C. WOOD HOLLOW METAL FACTORY FINISH
1 1/A-9 5/A-9 02 3'-0" x 7'-0" x 1-3/4" 3'-0" x 7'-0" x 1-3/4" 1,2,3,6 -PAINT PT-2/SF-4 HOLLOW METAL 3 PAINTED 03 HOLLOW METAL FACTORY FINISH 3'-0" x 7'-0" 3,5,7,8 -EXISTING HM DOOR
G.C. TO PROVIDE PANIC HARDWARE 1,2,3,6 -PAINT PT-2/SF-4 REMARKS 1. PROVIDE WOOD BLOCKING FOR DOOR STOPS. 2. CLOSER TO BE MOUNTED ON DOOR, NOT FRAME. CLOSER TYPE TO BE 90° OPENING. 3.
FRAME AND /OR DOOR TO BE PAINTED. 4. REPLACE EXISTING HARDWARE WITH NEW. 5. PAINT DOOR & FRAME PT-3. 6. PAINT FRAME PT-2. STAIN DOOR SF-4 (ALL STAINED DOORS TO RECIEVE 3 COATS OF SATIN
POLYURETHANE). 7. EXTERIOR SIDE OF DOOR TO BE PAINTED TO MATCH EXISTING ADJACENT SURFACE. 8. CONTRACTOR TO CONFIRM EXISTING DOOR AND DOOR FRAME ARE HM DOOR AND DOOR FRAME AND IN GREAT
CONDITION. REPLACE TO MATCH JIMMY JOHN'S SPECIFICATIONS IF NOT. DOOR TYPES FRAME TYPES 3'-0" 1'-0" L C 5'-0" HANDICAP TOILET RM SIGNAGE VERIFY PER CODE SEE DETAIL 13/A9 FOR SIGNAGE NOTES
7'-0" 3'-0" VERIFY PER CODE A1 7'-0" 3'-0" 7'-0" 3'-0" B2 7'-0" PANIC HARDWARE ON INSIDE BY T.I. CONTRACTOR 7'-0" 5'-0" STENCIL T 3'-0" 3'-0" 7'-0" C3 A-8 PARTITION TYPES DOOR SCHEDULES
RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S PARTITION TYPES A 3/4" = 1'-0" 1. FIELD VERIFY ALL EXISTING
CONDITIONS AND DIMENSIONS. IMMEDIATELY NOTIFY JIMMY JOHNS AND ARCHITECT IN WRITING OF ANY DISCREPANCIES. 2. ALL INTERIOR PARTITION DIMENSIONS ARE TO FACE OF FINISH MATERIAL UNLESS NOTED
OTHERWISE. 3. ALL WALLS BEHIND MILLWORK SHALL HAVE FINAL FINISH PRIOR TO INSTALLATION. ALL FLOORING FINISH MATERIAL SHALL BE COORDINATED PRIOR TO MILLWORK INSTALLATION. 4. USE M.R. GYP.
BD. (GREEN BOARD) IN ALL WET WALL LOCATIONS UNLESS OTHERWISE NOTED. 5. ASSUMED FINISH FLOOR ELEVATION WITH THE ARCHITECTURAL DRAWINGS IS SHOWN AS 0'.00". 6. FOR ALL DOORS REQUIRING WALL
MOUNTED DOOR STOPS, PROVIDE MTL. STUD BLOCKING PER BLOCKING SCHEDULE. 7. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS ON THE CONSTRUCTION DOCUMENTS. DO NOT SCALE. 8. ALL
EXTERIOR GLAZING IS EXISTING UNLESS NOTED OTHERWISE. 9. IF REQUIRED BY LANDLORD, FIRE OFFICIALS OR OTHER AUTHORITIES IN JURISDICTION, TENANT ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL
A COMPLETE FIRE/SMOKE DETECTION AND ALARM SIGNALING SYSTEM, DESIGNED AND INSTALLED IN TOTAL CONFORMANCE WITH APPLICABLE CODES. 10. THE SYSTEM SHALL INCLUDE, BUT NOT NECESSARILY BE LIMITED
TO, THE FOLLOWING: A. AREA SMOKE DETECTORS B. DUCT DETECTOR(S) IN HVAC UNIT(S) C. AUDIBLE AND VISUAL ANNUNCIATORS. D. ZONE ADAPTER MODULE (ZAM). WHERE APPLICABLE. E. MANUAL PULL STATIONS
AT ALL EXITS. (1) CLEAR HEIGHT IS THE DISTANCE FROM FLOOR TO TOP OF WALL OR TO BRACE LOCATION (HORIZ. OR DIAGONAL KNEE BRACE). (2) SEE DETAIL 15/A9 FOR BRACING REQUIREMENTS. (3) ALL
METAL STUD MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A653-94 AND SHALL BE ZINC COATED MEETING ASTM A924. MINIMUM YIELD STRENGTH
SHALL BE 33,000 PSI FOR ALL RUNNERS AND ALL 33 MILS AND 43 MILS MEMBERS; AND 50,000 PSI FOR ALL 54 MILS, 68 MILS, AND 97 MILS. STUDS PROPERTIES SHALL BE AS MANUFACTURED BY METAL STUD
MANUFACTURERS ASSOCIATIONS FRAME MAX INC PER ESR-1229 OR DIETRICH INDUSTRIES, INC PER ESR-2374 OR APPROVED EQUAL. STUDS SHALL BE A MINIMUM 33 MILS "C" SHAPE, 1.625" WIDE (U.O.N.), OF
THE DEPTHS AND SPACING SHOWN ON DRAWINGS. TRACKS SHALL BE 54 MILS, WITH A MINIMUM FLANGE OF 1.25". BRIDGING SHALL BE COLD ROLLED CHANNEL, MINIMUM 1.5" DEEP WITH 0.5625" FLANGE WIDTH.
SPACE BRIDGING AT 4'-0" MAXIMUM O.C. VERTICALLY. DOUBLE UP STUDS AT ALL JAMBS. ALL CONNECTIONS SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. SPLICE IN HEAVY MILS FRAMING MEMBERS, OTHER
THAN RUNNER TRACK SHALL NOT BE PERMITTED. ANCHOR RUNNER TRACK TO CONCRETE WITH .145øx1" HILTI FASTENERS PER ESR-1752 AT 32" O.C. MAX. 3-5/8" MTL. STUDS AT 16" O.C. 5/8" GYP. BD. ON MTL.
STUD. GYP. BD. TO BE INSTALLED 1/4" OFF FINISH FLOOR (MAX.). CONT. MTL. STUD TRACK -SEE STUD SCHEDULE NOTE #3 THIS SHEET BASE -SEE DETAILS ON SHEET A-2 WHERE OCCURS. EXISTING REINFORCED
CONCRETE SLAB. CONTRACTOR TO PROVIDE NEW SLAB AT ALL SAWCUTTING. FINISHED FLOOR MATERIAL, AS SCHEDULED. SUSPENDED ACOUSTIC TILE CEILING. SEE 8/A9. STAGGERED 3 5/8" METAL STUD BRACING
@32" O.C. 3 5/8" METAL STUD BRACING @32" O.C. TOP OF EXISTING DECK. CONTINUOUS STUD TRACK W/(2) #12 SELF TAPPING SCREWS EACH STUD. FINISH THIS SIDE BY OTHERS. SEE FLOOR FINISH PLAN SHEET
A-2 FOR ALL TILE FINISHES. DEMISING WALL. BATT. INSULATION CLIP ATTACHED AT DEMISING WALL SLIP TRACK. 6" MTL. STUDS AT 16" O.C. 123456789 10 11 12 13 14 15 16 K E Y E D N O T E S G E
N E R A L N O T E S MAXIMUM CLEAR HEIGHT (1) (2) 600S162-43 600S162-33 400S162-54 400S162-43 400S162-33 362S162-54 362S162-43 362S162-33 24'-5" 22'-6" 19'-0" 17'-9" 16'-4" 17'-8" 16'-5"
15'-2" TYPE S T U D S C H E D U L E 17
6" TAPE AND COMPOUND OVER JOINTS AND SCREW HEADS FINISH AS SCHEDULED 2'-7" 9" 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 (2) 1/2" FLAT WASHERS AND (2) 1/2"
NUTS. 2x4 WOOD BLOCKING AS REQUIRED 18 GA. CONT. CLIP ANGLE (TYP.) 2 1/2" 20 GA. METAL STUDS AT 12" O.C. 3/4" PLYWOOD FINISH ON TOP OF SHELF 5/8" GYP. BD. (JOINTS ORIENTED VERTICALLY
AND STAGGERED FROM OPPOSITE FACE). A.C.T. CEILING PROVIDE 3/4" 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. 3 5/8"
CONT. METAL STUD. ATTACH TO EA. VERT. STUD W/(2) #10 TEKS UNISTRUT -SPAN BETWEEN JOISTS AS REQUIRED. NOTE: INSTALL PER MANUFACTURERS RECOMMENDATIONS. P3008 CHANNEL NUT (2) 1/2" NUTS
(2) 1/2" FLAT WASHERS ELEV. 10'-6" ELEV. 7'-6" EXISTING STEEL 2" X 1-1/2" X CONT. STAINLESS STEEL ANGLE CORNER GUARD BY K.E.C. 2'-0" 4'-0" NO. 12 ga VERTICAL HANGERS MAIN RUNNER MIN.
OF THREE TURNS CROSS RUNNERS 1. METAL SUSPENSION SYSTEM FOR ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C635-00 FOR INTERMEDIATE 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. 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 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. ALL AROUND
PLATFORM. CONTRACTOR TO ADJUST CEILING HEIGHT ABOVE W/H IN ORDER TO PROPERLY COORDINATE REQUIRED PIPING CONNECTIONS WATER HEATER WEIGHT FULL OF WATER APPROX. 900 POUNDS HOT WATER HEATER
PLATFORM -PROVIDE F.R.P. UNDERNEATH ON 3/4" PLYWOOD SCREWED TO 6" METAL JOISTS AT 10" O.C. BOLT REAR ANGLES TO WALL HEAVY DUTY MOP RACK WING WALL BEYOND FAUCET MOP SINK EXISTING FLOOR
SLAB NOTES: 1. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND 2. IDENTIFICATION SYMBOLS ARE TO BE MOUNTED ON WALL AT 60" A.F.F. 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 1/4" THICK SIGNS GRADE 2 BRAILLE PROVIDE SOLID 2x WOOD BLOCKING FOR ALL ALL WALL MOUNTED SHELVING 8" 2'-0" 5'-6" 2'-10" 8'-4" POLISHED
S.S. WALL END CAP FROM BASE TO 72" A.F.F. -INSTALL AFTER FINAL WALL FINISH GYP. BOARD OVER METAL STUDS -SEE ELEVATIONS FOR FINISHES BED IN CLEAR SILICONE CAULK (BOTH SIDES). 1 1 CONT.
362S162-33 SECURED WITH (2) #10 TEK SCREWS AT EACH STUD SEE SCHEDULE MAX. STUD CLEAR HEIGHT .4'-0" MAX 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 OPTIONAL BRACE TO ADJACENT MASONRY WHERE WALL OCCURS MTL. STUD -SEE SCHEDULE A-9 16 FULL HEIGHT SOUND BATTS WHERE
SCHEDULED FINISH WALL SURFACE MAY OCCUR-VERIFY WITH PLANS 16 GA. CONT. SLIP TRACK -SHOT TO BOTTOM CHORD OF WOOD TRUSS 18GA. CONT. PLATE AS REQUIRED SEE ADJACENT DETAIL FOR ALL OTHER
INFO WALL PERPENDICULAR /DIAGONAL TO DECK WALL PARALLEL TO DECK EXISTING DECK (NOT USED) LINE OF NEW CONC SLAB TO #4 X 24" AT 16" O.C. DOWELS (TYP.) EXISTING CONC SLAB NEW CONCRETE SLAB
TO MATCH EXISTING FILL JOINT WITH EXPANSIVE EXPANSIVE MATERIAL EXISTING CONCRETE SLAB 1'-0" 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 1-1/2" DEEP P1000 UNISTRUT -SPACED AT TOP OF BAR JOISTS. NOT
TO BE SECURED TO ROOF DECKING. ONLY TO BE SECURED TO UNISTRUT/STRUCTURAL MEMBERS 3/8" ALL-THREAD ROD -(4) TOTAL, PAINT WHITE LOCK NUT FLAT WASHER (2) NUTS (2) NUTS FLAT WASHER SPRING
NUT DECK SUSPENDED CEILING -DRILL HOLE TIGHT TO PVC SLEEVE. FULL PERIMETER CAULK TO MATCH CEILING COLOR FIT ALL INSIDE PVC SLEEVE -EXTEND 6" ABOVE CEILING, PAINT WHITE 6" HOOD MOUNTING
BRACKET INT. EXT. CONTINUOUS PLATE 1/4" x 7" x OPENING WIDTH -PAINT TO MATCH ADJACENT SURFACE NEW LINTEL EACH SIDE OF THE OPENING L 4"x4"x1/4" -PAINT TO MATCH ADJACENT SURFACE NEW 3
5/8" METAL STUDS HEADER G.C. TO FIELD VERIFY EXACT EXISTING WALL CONSTRUCTION. MOP SINK 9 1-1/2" = 1'0" A.D.A. SIGNAGE DETAIL 13 N.T.S. JAMB DETAIL 5 5 3" = 1'-0" HEAD DETAIL 1 3" =
1'-0" S.S. CORNER GUARD 14 3" = 1'-0" DISPLAY SHELVING 10 1/2" = 1'-0" STUD WALL BRACING 15 1" = 1'-0" FIRE EXTINGUISHER DETAIL 11 1/2" = 1'-0" SECTION AT FRONT SOFFIT 7 3/4" = 1'-0"
SLIP TRACK AT DECK 16 1" = 1'-0" JOINT DETAIL 12 1' = 1'-0" SUSPENDED CEILING 8 N.T.S. EXISTING WALL OPENING 4 1/4" = 1'-0" A-9 DETAILS RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER
. 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S CEILING ABOVE WATER HEATER 3 1-1/2" = 1'-0" HOOD MOUNTING DETAIL 2 3" = 1'-0"
100 DINING 14 10 8 13 EF 1 EF 2 103 MEN 3 S1 100 S1 100 1 S2 200 12" X 6" TYP. (9) AHU-1 +60" T R1 1800 20" X 18" R.A. GRILLE 2 AHU 1 4 5 11 14 12 15 7 1 AHU-2 +60" T 10" Ø 10" Ø 10"
Ø 18" Ø 14" Ø 14"X14" 14"X14" 14"X14" 12" Ø 12" Ø 14"X14" 14"X14" 10" Ø 20"X16" 20"X16" 24"X24" TYP. (2) R2 500 10" Ø NECK TYP. (4) S1 250 9 10" Ø 10" Ø 14"X14" 18" Ø 18" Ø ±18'-0" A.F.F.
B.O. DECK 101 PREP 102 BACKROOM 13 11 AHU 2 4 5 15 3 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 STANDARDS SUPPORT FROM STRUCTURE WITH 1/4" THREADED ROD 1" WIDE 22 GAUGE HANGER BAND MAX 12'-0" SPACING SEAL ALL
AROUND WITH ELASTOMER GASKET BRANCH DUCT MANUAL VOLUME DAMPER ON FITTING, TYPICAL MAIN DUCT ROUND BRANCH DUCT DUCT UNDER BEAM OR CROSSOVER SECTION SADDLE TAP OR SPIN-IN FITTING ROUND
BRANCH MANUAL VOLUME DAMPER RECTANGULAR MAIN DUCT RECTANGULAR MAIN / ROUND BRANCH DUCT RECTANGULAR BRANCH DUCT MAIN DUCT BRANCH DUCT 1/4 OF "B" "B" 45° FLOW FLOW 45° EXISTING GIRDER
OR BEAM RUN EXPOSE DUCT TIGHT TO DECK/UNDER GIRDER ~ ~ FIELD FABRICATED 6" SQUARE TO ROUND ADAPTOR. DIFFUSER SECURE WITH (4) #10 SCREWS ACOUSTIC CEILING TILE/ GRID T-RUNNER, TYPICAL
MANUAL AIR VOLUME DAMPER NEAR MAIN DUCT, TYPICAL DAMPER ARM CONTINUOUS ROD ON ALL DAMPERS OVER 12 Ø MOUNT BOTTOM OF DUCT AT 10'-14' AFF FLEXIBLE DUCT, MAX LENGTH 6'-0" TO BE USED IN
VERTICAL DROP ONLY ATTACH RIGID DUCT TO FLEX DUCT WITH STRAP, TYP. BRANCH DUCT 90° BEND MUST BE RIGID ROUND DUCT. 2'-0" 6" 2" (TYPICAL) IN FIELD) (VERIFY ROUTING EXHAUST(MEN'S) RUBBER-IN-SHEAR
VIBRATION ISOLATORS EXHAUST FAN DISCHARGE CAP W/ BIRD SCREEN METAL ROOF CURB EXHAUST DUCT BY MECH. CONTR. FLEX. CONN. ROOFLINE EXHAUST(WOMEN'S) EXHAUST FAN B-LINE SYSTEMS UNISTRUT, B-22,
PRE-GALVANIZED, TYP. -POWER SHOT TO ROOF STRUCTURE AHU ISOLATION PAD & UNISTRUT W/DOUBLE NUTS & FLAT WASHERS, TYP. 3/8" DIA. ALL-THREAD & DOUBLE NUTS LEAK SEAL DRAIN PAN COND. DRAIN
PAN. DRAIN AS HIGH AS POSSIBLE M-1 PLAN MECHANICAL MECHANICAL PLAN A 1/4" = 1'-0" RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE
BLVD. SUITE 150 JIMMY JOHN'S 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 T NEW TEMPERATURE SENSOR 1. HVAC CONTRACTOR TO COORDINATE INSTALLATION WITH ALL TRADES. 2. CONTRACTOR TO COORDINATE WITH ARCHITECT FOR EXACT LOCATION OF RTU-1 AND REQUIREMENTS
AT NEW ROOF OPENING. EXPOSED ROUND DUCTWORK IN SALES AREA SHALL BE 24 GAUGE, SINGLE WALL GALVANIZED STEEL, SPIRAL LOCKSEAM. FITTINGS SHALL BE SINGLE WALL GALVANIZED STEEL, STANDING 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. RESTROOM EXHAUST 4 1/4" = 1'-0" TYPICAL CEILING DIFUSER 2 1" = 1'-0" EXPOSED SPIRAL DUCT 1 1/4" = 1'-0" DUCT CONNECTION DETAILS 3 1" = 1'-0" SD K E Y E D N O T E S 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 NOTE: CONTRACTOR TO CONFIRM TYPE OF WALK-IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE.
OPTIONS ARE REMOTE AND DIRECT MOUNTED. REFERENCE SHEET MEP-3 FOR ALTERNATE COMPRESSOR INSTALLATION. AHU DETAIL 5 1" = 1'-0" 123456789 10 11 12 13 14 PROGRAMMABLE THERMOSTAT FOR AHU -COORDINATE
RECESSED "J" BOX WITH ALL ALL FINISH WALL MATERIALS/DEVICES . R.A. OR S.A. GRILLE AS HIGH AS POSSIBLE FLUSH ON FACE OF WALL -PAINT TO MATCH. 8"Ø EXHAUST DUCT UP AND THRU ROOF. ROUTE
RESTROOM EXHAUST TO ATMOSPHERE A MINIMUM OF 10'-0" FROM ANY FRESH AIR INTAKE-SEE 4/M-1. AHU UNIT -SUSPEND FROM STRUCTURE ABOVE AS HIGH AS POSSIBLE, PROVIDE UNISTRUT AND ALL THREADS AS
REQUIRED -MOUNT HORIZONTALLY, COORDINATE ALL CLEARANCE. CONDENSATE PIPING-SEE 7/P-2. ALL LINES MUST BE RUN WITHIN WALLS TO MOP SINK (TYP.). DUCT SMOKE DETECTOR IN RETURN DUCT. DUCT MOUNTED
BY MECHANICAL CONTRACTOR. TRANSITION FROM RECTANGULAR TO SPIRAL DUCT 12" MINIMUM BEHIND FACE OF WALL, ABOVE SUSPENDED CEILING AS HIGH AS POSSIBLE. PROVIDE INTERNAL MINERAL FIBER INSULATION
TO ACHIEVE A MINIMUM R VALUE AS REQUIRED TO MEET LOCAL CODE. SECTORIZED DAMPER FOR DIFFUSER-SEE 2/M-1 AND 3/M-1. TAP BOTTOM OF DUCT FOR CONNECTION. DUCTING TO BE RUN TIGHT TO BOTTOM
OF STRUCTURE AS POSSIBLE. 12"x12" OUTDOOR AIR DUCT WITH MOTORIZED DAMPER UP THRU ROOF TO DOMED INTAKE WITH BIRD SCREEN, ON ON 18" HIGH ROOF CURB. EXPOSED SPIRAL DUCT-SEE 1/M-1 -RUN TIGHT
TO BOTTOM OF STRUCTURE AS POSSIBLE. COORDINATE LOCATION OF CONDENSING UNITS ABOVE FREEZER/COOLER PRIOR TO ORDERING. MECHANICAL CONTRACTOR TO COORDINATE INSTALLATION WITH LIGHT FIXTURES.
ROUTE LIQUID/SUCTION REFRIGERANT LINES UP TO NEW ROOF MOUNTED REMOTE CONDENSING UNIT CLOSE TO EXISTING LINES V.I.F. EXACT LOCATION. 15
RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S M-2 AND SCHEDULES MECHANICAL NOTES 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. R-1 TITUS -STEEL 26 --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. ALL RECTANGULAR AND ROUND SUPPLY DUCTWORK SHALL BE INTERNALLY INSULATED WITH A MINIMUM THICKNESS
THAT CONFORMS TO THE STANDARD CODE AND SHALL IN NO CASE BE LESS THAN 2" AND SHALL HAVE A CONTINUOUS VAPOR BARRIER JACKET W/ALL JOINTS TAPED AND SEALED. FRESH AIR DUCT SHALL HAVE 2" INTERNAL
DUCT LINER FROM POINT OF OUTSIDE AIR CONNECTION TO POINT OF CONNECTION AT PLENUM BOX OR MIXING BOX. ALL EXPOSED SPIRAL DUCT SHALL HAVE SPIRACOUSTIC INTERNAL DUCT LINER, OR TOUGHGARD
ULTRA ROUND BY CERTAINTEED. E. PROVIDE FLEXIBLE CONNECTION BETWEEN ALL FAN POWERED EQUIPMENT AND CONNECTING DUCTWORK. F. 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 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. 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. 1. THE GENERAL AND SPECIAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS SHALL BE INCLUDED AS PART OF THESE 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 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 100 --115/1 N/A 1 COOK GC220 100 --115/1
N/A 1 NOTES 1. EXHAUST FAN CONTROLLED BY BATHROOM LIGHT SWITCH (V.I.F.) SIDEWALL SIDEWALL R-2 CEILING TITUS -STEEL 26 --LAY-IN T-BAR BATHROOM 1 DRIVE TYPE REMARKS ELECTRICAL V/P FAN
AMPS TOTAL STATIC PRESSURE (IN WC) ACTUAL CFM MANUFACTURER/MODEL# AREA SERVED QNT TAG NUMBER 1 EF 1 2 EF 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 E X H A U S T F A N S C H E
D U L E BATHROOM G E N E R A L N O T E S H V A C N O T E S M E C H A N I C A L S P E C I F I C A T I O N S G E N E R A L M E C H A N I I C A L C O N D I T I O N S O . S . A . C A L C
U L A T I O N S ROOM OCCUPANT LOAD PER 1000 SQ.FT. TOTAL SQ.FT. TOTAL OCCUPANTS OUTDOOR AIR-CFM/PER O.S.A. REQUIRED REMARKS DINING ROOM 70 816 57.12 20 1142 1 PREP AREA 20 540 10.80
15 162 1 TOILET ROOMS -2 WC 0 75 150 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 1454
1500 MARK MANUFACT. NOTES 1. EXISTING UNIT WITH 7-DAY PROGRAMMABLE THERMOSTAT (PROVIDED BY LANDLORD AND INSTALLED BY CONTRACTOR. 2. FANS SHALL RUN CONTINUOUSLY DURING HOURS OF OPERATION.
3. MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL SMOKE DETECTOR ON RETURN AIR DUCTS. 4. PROVIDE 8KW ELECTRIC HEAT. 5. NEW UNIT WITH 7-DAY PROGRAMMABLE THERMOSTAT. INDOOR AIR HANDLING
UNIT MODEL # AHU-1 TOTAL CFM O.A. CFM E.S.P. I.W.G. HP DRIVE TYPE VOLT/PHASE MARK MANUFACT. MODEL # MAX. FLA MCA VOLT/PHASE OPER. WT. TONS COP REMARKS H V A C U N I T S C H E D U L E
OUTDOOR CONDENSING UNIT TRANE TWE063P13 2000 5 ---DIRECT 208V/2P CU-1 TRANE TTP060 --208V/3P --1, 2, 3, 4 MOCP 70 BTUH CAPACITY 60,000 AHU-2 TRANE 4TTE036A1 1200 3 ---DIRECT 208V/1P
36,000 CU-2 TRANE 4TTA3036 -25 -208V/3P -201 2, 3, 4, 5
8 LAV 1 LAV 1 WC 1 WC 1 104 WOMEN 103 MEN 23 23A 8 21 19 4 14 34 12 17 1 MS 1 WH 1 20 10 2 101 PREP 100 DINING 102 BACKROOM 7 TP 1 13 WCO 16 WCO 16 WC 1 WC 1 FD 1 FD 1 LAV 1 LAV 1 103
MEN 104 WOMEN FCO -11 FD 1 18 WCO 16 MS 1 WH 1 7 20 18 5 5 100 DINING 101 PREP 102 BACKROOM GT 1 15 17 FS1 21 19 FS 2 17 5 9 16 FD 2 8 9 3 6 3 P-1 PLANS PLUMBING DOMESTIC WATER PLAN
A 1/4" = 1'-0" SANITARY WASTE PLAN B 1/4" = 1'-0" RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S 1.
CONTRACTOR TO COORDINATE /VERIFY EXACT LOCATIONS FOR ALL FLOOR FIXTURES PRIOR TO SAWCUTTING. 2. COORDINATE WATER LINES WITH ELECTRICAL CONTRACTOR PIPING SHALL NOT BE ROUTED OVER ELECTRICAL
PANEL OR EQUIPMENT. 3. ALL FLOOR SINKS, FLOOR DRAINS, FLOOR CLEANOUTS, AND GREASE TRAP SHALL BE INSTALLED SO THAT TOPS ARE FLUSH WITH FLOOR FINISH TILE. 4. ALL PLUMBING AND GAS LINES
MUST BE RECESSED WITHIN WALL CAVITIES, UNLESS SPECIFICALLY NOTED OTHERWISE IN THE BLUEPRINTS. G E N E R A L N O T E S NORTH NORTH 3/4" CW TO CONDENSER INLET, CONDENSER AND WATER INLET
AT +67" A.F.F. STUB FILTERED WATER SUPPLY LINE OUT OF WALL FROM FILTER. PROVIDE BRAIDED METAL HOSE TO ICE MACHINE. 1/2" COLD WATER STUB UNDER THE SLAB INTO CABINET TO ICE/BEVERAGE MACHINE.
COORDINATE WITH BEVERAGE COMPANY FOR CONNECTIONS TO TAKE PLACE INSIDE THE CABINET. PROVIDE IN-LINE ASSE 1022 BACKFLOW PREVENTER AND SHUT OFF VALVE. CONNECT TO EXISTING 6" WASTE LINE
(V.I.F.) 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 IF UNIT IS NOT EQUIPPED WITH PRV. VENT THROUGH THE ROOF. VERIFY IN FIELD A MIN OF 10' FROM ANY OUTDOOR AIR INTAKE. SEE 6/P-2 AND SANITARY WASTE ISOMETRIC. 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 PER 2006
IPC SECTION 905.4. 905.4. 4" KITCHEN WASTE LINE AT 1/8" PITCH MIN. CONNECT TO EXISTING WASTE LINE (V.I.F.) PLATFORM MOUNTED WATER HEATER WITH DRAIN PAN -SEE DETAIL 5/P-2. CONNECT TO
EXISTING WH GAS SERVICE. CONNECT NEW 1" WATER TO EXISTING WATER SERVICE STUB. VERIFY EXACT LOCATION IN THE FIELD. PROVIDE NEW SUBMETER IF REQUIRED. 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. 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. 1/2" SOFT ANNEALED COPPER FROM TRAP PRIMER ABOVE CEILING DOWN IN WALL U/G TO F.D. 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. GREASE TRAP-COORDINATE WITH KITCHEN WASTE LINE FOR INLET/OUTLET. CONTRACTOR TO INSTALL (1) GREASE TRAP EXTENSION
-FIELD VERIFY IF ADDITIONAL EXTENSIONS ARE NECESSARY. INSTALL WALL CLEAN-OUT 12" A.F.F. CENTERED. ACCESSIBLE FLOW CONTROL DEVICE. PROVIDE ACCESS COVER AND UTILITY BOX. PROVIDE 3/4" HORIZONTAL
VENT LINE FROM FLOW CONTROL DEVICE -REVERSE GRADE FROM FIXTURE SERVED. SEE DETAIL 1/P-2. PROVIDE DRAINAGE PATTERN FITTINGS AT HORIZONTAL VENTS AS REQUIRED. 2" HORIZONTAL VENT LINE. REVERSE
GRADE TO FIXTURE SERVED. PROVIDE DRAINAGE PATTERN FITTINGS AT HORIZONTAL VENTS AS REQUIRED. 23456789 10 14 12 11 13 15 K E Y E D N O T E S 1 16 17 18 NOTE: CONTRACTOR TO CONFIRM TYPE
OF WALK-IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE AND DIRECT MOUNTED. REFERENCE SHEET MEP-3 FOR ALTERNATE COMPRESSOR INSTALLATION.
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" FINISHED FLOOR 2" RIGID CONNECTION MIN. 2" AIR GAP FLOOR SINK TO GREASE TRAP
VENT PITCH AT 1/8"/FT FLOOR DRAIN 4" TRAP SEDIMENT BUCKET 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. 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 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 INSTALL THERMAL EXPANSION TANK 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 P-2 SCHEDULES/DETAILS PLUMBING NOTES/(3) COMPARTMENT SINK DETAIL 1
N.T.S. WATER HEATER DETAIL 5 N.T.S. TYPICAL VENT THRU ROOF 6 N.T.S. FLOOR DRAIN DETAIL 2 N.T.S. TYPICAL UNIT CONDENSATE PIPING 7 N.T.S. ICE MAKER DRAINAGE PIPING DETAIL 3 N.T.S. FLOOR
DRAIN WITH FUNNEL DETAIL 4 N.T.S. CONDENSATE SUPPORT SIMILAR 8 N.T.S. RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE
150 JIMMY JOHN'S PLUMBING FIXTURE SUPPLIER FLOOR CLEANOUT WALL CLEANOUT FLOOR SINK FLOOR DRAIN KITCHEN WASTE BELOW FLOOR SANITARY BELOW FLOOR FILTERED WATER HOT WATER VENT ABOVE FLOOR
COLD WATER VENT BELOW FLOOR KW KW HUB DRAIN BALL VALVE TEMPERING VALVE BACKFLOW PREVENTOR P L U M B I N G L E G E N D KEC DESIGN CONTACT: DAN PROCTOR 301 MERCURY DRIVE SUITE 1 CHAMPAIGN,
IL 61822 PHONE: 217.356.1640 FAX: 217.356.1661 EMAIL: danproctor@kecdesign.net 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. NOTES GREASE TRAP CALCULATION: MOP SINK: 24"x24"x12" = 6,912 CUBIC INCHES TRIPLE SINK: 18"x18"x12"= 3,888 CUBIC INCHES x 3 = 11,664 CUBIC INCHES TOTAL VOLUME =
18,576 CUBIC INCHES 18,576/231= 80.42 GALLONS 80.42 X .75 = 60.32 GALLONS ACTUAL DRAINAGE LOAD 60.35/2 = 30.16 ACTUAL FLOW RATE FOR TWO MINUTE PERIOD GREASE TRAP SPECIFIED TO BE 50 GALLONS.
WITH A SLUDGE CAPACITY OF 100 LBS. WCO WCO WALL CLEANOUT ZURN Z-1441-2 ----SMOOTH, STAINLESS STEEL ACCESS COVER 140° VERIFY INDIRECT WASTE AND GREASE TRAP -SEE 1/P2. FS 1/2" 1/2" INTO
-FCO FLOOR ZURN ----WATER FILTER CUNO 1/2" 34 #15 ICE/BEVERAGE -UNIT 8 BY VENDOR 1/2" -INTO FS -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. FAUCET MOP BASIN ZURN 3/4" 3/4" 3" 2" 140° 20 Z1996-24 UNIVERSAL STAINLESS FAUCET CHF-04 GOOSENECK
FAUCET. UNIVERSAL STAINLESS HAND SINK 1/2" 1/2" 1-1/2" 1-1/2" 110° 19 EHS-1 17 TEMP 21 PROVIDE SQUARE TUBE, FLOOR MOUNTED CARRIER. SEE NOTE 2 FOR THERMOSTATIC MIXING VALVES REQUIREMENTS.
REMARKS W VT UTILITIES CW HW MARK ITEM MANUFACTURER MODEL NO 110° TYPE "N" STAINER. PROVIDE WITH COMPLETE BODY ASSEMBLY WITH TRAP PRIMER CONNECTION -SEE 2/P2. FD-1 FLOOR DRAIN ZURN ZN415-3NH-6S-P
--3" 2" FURNISH W/ZURN Z812B1 FAUCET WITH VANDAL RESISTANT AERATOR AND GRID DRAIN. PROVIDE FLOOR MOUNTED CARRIER & TRU-BRO LAV GUARD. SEE NOTE 2 FOR THERMOSTATIC MIXING VALVES REQUIREMENTS
LAV-1 HANDICAP Z5354 WALLHUNG LAVATORY ZURN 1/2" 1/2" 1-1/2" 1-1/2" FURNISH WITH ZURN OPEN FRONT SEAT MODEL Z5955SS STOP VALVE WC-1 HANDICAP Z5560 WATER CLOSET ZURN 3/4" -4" 2" FS-2
FLOOR SINK ZURN Z1910-3NH-2-25 --3" 2" TP-1 TRAP PRIMER PPP P1-500 W/ADAPTER 1/2" -3" 2" INTEGRAL BFP AND VACUUM BREAKER MOUNT ABOVE CEILING 8"x8" FLOOR SINK, 3" OUTLET HALF-GRATE, A.R.E.
BUCKET, BOTTOM DOME STRAINER. -TOP OF FLOOR SINK IS TO BE FLUSH WITH TOP OF FLOOR TILE. FD-2 ZURN --3" 2" FLOOR DRAIN IS TO BE FLUSH WITH FINISH FLOOR. FS-1 FLOOR SINK ZURN Z1901-3NH-2-25
--3" 2" 12"x12" FLOOR SINK, 3" OUTLET HALF-GRATE, A.R.E. BUCKET, BOTTOM DOME STRAINER. -TOP OF FLOOR SINK IS TO BE FLUSH WITH TOP OF FLOOR TILE. 3 COMPARTMENT SINK W/2-18" DRAIN BOARDS
UNIVERSAL STAINLESS #3N1620-2D18-I FLOOR DRAIN ZURN Z1996-SF CLEANOUT TOP TO BE INSTALLED LEVEL WITH FINISHED FLOOR 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 ZN415-3NH-6SCONE POLISHED NICKEL BRONZE TOP, TOP TO BE INSTALLED LEVEL WITH FINISHED
FLOOR. FIELD VERIFY CORRECT CONNECTION (3" OR 4") AND ORDER APPROPRIATE MODEL. FAUCET ZURN WATER COOLED ICE MAKER. PROVIDE W/HOSHIZAKI B-300PF BIN -SEE 3/P2. ICE-MAKER HOSHIZAKI (2)
1/2" ----ZN1400-3NH-T (3") OR ZN1400-4NH-T (4") F-1001MWH-C Z842H1.0002 GT-1 GREASE TRAP ZURN GT-2700-50 --4" 2" 50 G.P.M. FLOW RATE, 100 LBS CAPACITY, FLUSH-WITH-GRADE INSTALLATION,
4" TAPPED INLET AND OUTLET, HEAVY-DUTY TRAFFIC RATED COVER, ACID RESISTANT, FLOW CONTROL VALVE. INSTALL (1) EXTENSION -FIELD VERIFY IF ADDITIONAL EXTENSIONS ARE REQ'D. PROVIDE WITH SAMPLE
WELL AND VENTS AS REQUIRED. ICE/BEVERAGE -UNIT 48 BY VENDOR 1/2" -INTO FS -----REMARKS STORAGE EWT LWT MANUFACTURER AND MODEL NO. WH-1 MARK DEG. (GALLONS) CAPACITY DEG. F F ELECTRIC
ELEMENT KW GPH REC. VOLT PH STAGES A.O.SMITH 50 140 74 18.0 208 3 1 DVE-52 40 (1) 18 KW PROVIDE INTEGRAL HEAT TRAPS -SEE 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
EXISTING COLD WATER 3 COMP SINK 1/2" 1/2" HAND SINK MS 1 3/4" WH 1 1/2" BACKFLOW PREVENTER S.O.V. ICE MACHINE WATER FILTER WC 1 WC 1 LAV 1 LAV 1 3/4" 3/4" 1/2" 1/2" DRINK MACHINE 1"
EXISTING COLD WATER 3/4" 3/4" 1" 1/2" 1" 3/4" EXISTING SANITARY WASTE LINE 2" 2" 2" 2" VTR 2" 2" 2" WC 1 LAV 1 FD 1 2" VTR 3" 3" 4" 4" WC 1 FD 1 LAV 1 DRINK MACHINE FD 2 FCO -FD 1 3"
4" 4" 4" FS 1 3 COMP SINK 3" GT 1 2" WCO HAND 3" SINK 3" 2" FS 2 ICE MAKER MS 1 4" WCO 3" 2"2" VTR TP 1 3" 2" 2" 3/4" 3/4" 1/2" 2" 2" VTR 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 EXPOSED PIPING TO PLUMBING FIXTURES SHALL BE CHROME PLATED. STOPS SHALL BE PROVIDED WITH REMOVABLE TYPE HANDLES. 3. CONNECT NEW
DOMESTIC WATER TO EXISTING LINE. INSTALL BALL VALVE AS SHOWN. 4. EXTEND PLUMBING VENT UP THRU ROOF TO APPROVED APPROVED VENT TERMINATION. LOCATE MINIMUM OF 15 FEET FROM ANY O.A. INTAKE
AT THE CONDENSER UNITS, SEE 6/P-2. S A N I T A R Y W A S T E I S O M E T R I C B N.T.S. D O M E S T I C W A T E R I S O M E T R I C A N.T.S. P-3 ISOMETRICS PLUMBING RCHITECTURE ESIGNCC
VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S G E N E R A L N O T E S
MEP-1 GENERAL NOTES MECH./ELEC./PLUMB. RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S 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 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 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 DUNKIN BRANDS. 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. 44.2MATERIALS, 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. 44.3EQUIPMENT 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. 47.3GENERAL 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 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
RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S MEP-2 SPECIFICATIONS MECH./ELEC./PLUMB. SYMBOL DESCRIPTION
J J J SYMBOL DESCRIPTION MATERIALS: 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 AND MOUNTED AS FOLLOWS: A. NO SUBSCRIPT INDICATED MOUNTED HORIZONTALLY B. "V" INDICATES MOUNTED VERTICALLY. 2. 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. 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 A.F.F. ABOVE FINISHED FLOOR E.C. EM F.B.O. F & I GFI GRND NL WP NIGHT LIGHT, 24 HOUR OPERATION SINGLE GANG OUTLET, 18" AFF., HORIZONTAL MOUNTED, 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, 18" A.F.F., HORIZONTAL MOUNTED,
STUB "EMPTY CONDUIT 6" INTO ACCESSIBLE CEILING SPACE UNLESS NOTED OTHERWISE JUNCTION BOX WITH FLEXIBLE CONDUIT CONNECTION JUNCTION BOX WALL MOUNTED JUNCTION BOX CEILING MOUNTED SPECIAL
PURPOSE RECEPTACLE, VOLTAGE, RATING AND MOUNTING AS NOTED ON PLANS DUPLEX RECEPTACLE, 120V, 20 AMPERE RATED 6" ABOVE FINISHED COUNTER TOP MOUNTED HORIZONTALLY. AT LOCATIONS WHERE THERE
IS NO COUNTER TOP, RECEPTACLE SHALL BE MOUNTED 40" A.F.F. 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, 18" A.F.F. UNLESS NOTED OTHERWISE. HUBBELL OR LEVITON #5362-I, MTD HORIZONTALLY IN JUNCTION BOX. 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 CFM CUBIC FEET OF AIR PER MINUTE
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 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 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. P 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 E Q U I P M E N T 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 T E L E C T R I C A L S Y M B O L S L I S T 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
PLUMBING: ELECTRICAL: SHEET A-3 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. SHEET P-1 ROUTE 1" CONDENSATE LINE FROM COOLER/FREEZER EVAPORATORS COILS WITHIN WALL TO FLOOR DRAIN. ROUTE THRU
WALL 6" ABOVE FLOOR DRAIN AND TERMINATE WITH AIR GAP. HEAT TRACE CONDENSATE LINE INSIDE FREEZER. WALK-IN FREEZER EVAP./KOLPAK DUO-PAK UNIT WALK-IN COOLER EVAPORATOR 10.72A A 9,11 35A/2P
DISCONNECT 23 2P, 35A 23A 20A/1P DISCONNECT 120V/1 Ø -A 13 VERIFY 1P, 20A INTERLOCK WITH FREEZER EVAPORATOR 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. 9 35/2 FREEZER 3270 11 3270 13 20/1 COOLER 1286 ALTERNATE FREEZER/COOLER POWER PLAN C 1/2" = 1'-0" ALTERNATE MECHANICAL CONNECTIONS FOR
THE REMOTE SPLIT SYSTEM COMPRESSOR FOR THE WALK-IN COOLERS CONTRACTOR TO CONFIRM TYPE OF WALK-IN 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: P A N E L S C H E D U L E " A " E Q U I P M E N T P O W E R S C H E D U L E XT A-17 P J J A-9,11
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-2 1 2 21 ALTERNATE FREEZER/COOLER PLUMBING PLAN B 1/2" = 1'-0" 1 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 11 6' x 6' x 8'-6" TALL WALK-IN FREEZER 6' x 6' x 8'-6" TALL WALK-IN COOLER 23 23A KOLPAK DUO-PAK 208V-1P-WIRE TO J-BOX KOLPAK DUO-PAK 120V-1P-1WIRE TO J-BOX 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 A 1/2" = 1'-0" 23 23A 1 NOTE: 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. 1 23 23A 1 23 23A FD 2 1 A-17 P J A-13 RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER
. 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150 JIMMY JOHN'S MEP-3 SPECIFICATIONS ALT. WALK-IN
6 A -21 2 #12, 3/4"C A -19 2 #12, 3/4"C 5 J J A-32,34,36 50/3PH.10 A-42 +108" A-24-h +128" 13 17 A-33 +12" A-27 +12" A-31 +12" A-25 +12" A-3,5 +72" 13 8 A-30 MOUNT IN CABINET A-41 A-18
A-23 +18"I.G. GFI WP 103 MEN 101 PREP 104 WOMEN 102 BACKROOM 100 DINING A-29 2 3 A-1 I.G. GFI A-1 I.G. GFI 3 15 J A-38 A-38 2 12 27 A-7 GFI 14 13 A-35 +72" 22 5 JJ WP 17 A-28 +63-1/2"
16 WH 1 A-9,11 T A-13,15 23 23A P A-17 JJ 23B 23B A -20 2 #12, 3/4"C A -22 2 #12, 3/4"C B-7,9 7 9'-0" 2 8 AHU-1 +60" T AHU 1 8 AHU-2 +60" T AHU 2 18 B-8,10 7 4 A-2-k A-2-k A-2-k A-2-k
A-2-k 4 4 4 4 A-37 +67" B-12,14,16 (3) #4, 1"C, 60A, 3PH. P J A-17 5'-6" A-12e CF A-16f EF 2 f gabc dehk EF 1 A-16g 103 MEN 104 WOMEN 100 DINING A-16g FS A-16f FS A-16g FS A-16f FS A-16g
FS C C C C C C C C C C C C C E E E E E E E DD D D D D A-10d E A-6b A-6b A-6b A-8c A-8c A-8c F2 A-10d F2 A-10d F2 A-10d GA-4aGA-4aGA-4a GA-4a GA-4a GA-4a GA-4a GA-4a GA-4a EX A-14 EX
A-14 EM A-14 EM A-14 EM A-14 EM A-14 A-14 ASE A-14 ASE A-4a AS A-4a AS A-4a AS A-4a AS A-4a AS A-4a AS A-4a AS A-4a AS 101 PREP 102 BACKROOM 9 9 9 9 11 11 11 A-8c 11 C C C C NOTE: AT
METAL STUD WALL PROVIDE 4"x12" BLOCKING WITH 3 4" DIA LAG BOLTS. NOTE: ALL EPOXY BOLTS SHALL BE HILTI 3 8" WITH 2" EMBED. USE HIT-A WITH HIT-HY20. (3) EA. SIDE. TRANSFORMER L 2 12" x
2 12" x 14" (4 SIDES) PL. 1/4"x4"x 8" TYP (2) L 2 12" x 2 12" x 14" 1/4" WELD -2" LONG (TOP & BOTTOM 9" 6" 6" 1'-0" 6" 9" 3'-9" 3'-9" 9" 3'-0" x 3'-0" ELECTRICAL LIGHTING PLAN A 1/4"
= 1'-0" ELECTRICAL POWER PLAN B 1/4" = 1'-0" E-1 PLANS ELECTRICAL RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150
JIMMY JOHN'S 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 SPEAKERS IN DINING AREA
ARE TO BE MOUNTED ABOVE 10'-6" A.F.F. -CONTRACTOR TO COORDINATE WITH JJ'S/FRANCHISEE. 5. SEE DETAIL 2/E-2 & 3/E-2 FOR TRACK LIGHT MOUNTING. TRACK TO BE CENTERED ON TABLES. VERIFY PRIOR
TO ANY TRACK INSTALLATION. 6. 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. 7. TELEPHONE BOARD/PUNCHDOWN BLOCK IS TO BE MOUNTED ABOVE REFRIGERATOR IN BACK PREP AREA, NOT EXPOSED TO PUBLIC. 8. COORDINATE ALL LINES TO RUN CONCEALED. PUNCH
DOWN BLOCK SHOULD BE ABOVE DROP CEILING. 9. SEE ELECTRICAL/DATA PHONE BANK DETAIL ON SHEET COM-1 FOR INSTALLATION OF PHONE/DATA EQUIPMENT 10. ALL DATA CABLES TO TERMINATE ON RJ45 CATEGORY
5e JACKS AND WIRE TO EIA/TIA 568-B.1 STANDARDS. 11. ALL DATA CABLES TO HOMERUN AND TERMINATE ON CATEGORY 5e EIA/TIA 568-B RJ45 PATCH PANELS THE NETWORK CABINET. 12. ALL CABLES TO BE
CONTINUITY TESTED FOR POLARITY AND CORRECT PIN CONFIGURATION AND MACHINE LABELED. 13. AT CASH COUNTER -PHONE JACKS WITH 2 PHONE LINES WIRED WITH FIRST LINE USING INSIDE PAIR, SECOND
LINE USING OUTSIDE PAIR. 14. ANY EXPOSED CONDUIT IN DINING ROOM MUST BE RIGID CONDUIT AND RUN TIGHT TO THE DECK. ONLY EXCEPTION IS MC CABLE MAY BE USED WHEN CONNECTING TRACK LIGHTING
TO THE JUNCTION BOX. NO MC CABLE CAN BE RUN LONGER THEN 12" WHEN RUNNING HORIZONTALLY ON THE DECK TO THE JUNCTION BOX. ANY PRE-EXISTING MC CABLE EXPOSED IN THE SPACE MUST BE REPLACED
WITH RIGID CONDUIT. 15. MC CABLE USED TO POWER THE TRACK LIGHTING IS TO BE INSTALLED TIGHT TO THE THREADED RODS TO THE LIVE END OF THE TRACK. 16. 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. 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 2/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 1/COM1 FOR PHONE BANK DETAIL. RECESSED MOUNTED RECEPTACLE FOR CLOCK.
VERIFY EXACT LOCATION WITH FIELD REPRESENTATIVE BEFORE INSTALLING. FLUSH MOUNTED RECEPTACLE CENTERED ABOVE EVERY STOREFRONT WINDOW AND DOOR TRANSOM FOR NEON SIGNS ,VERIFY LOCATION -FULLY
RECESSED ON SOFFIT FACE BETWEEN THE UPPER AND LOWER WINDOWS, 6" ABOVE LOWER STOREFRONT V.I.F. STORE FRONT SIGN CONTROLLED BY TIME SWITCH LOCATED NEAR THE DESK. ELECTRICAL CONTRACTOR
TO VERIFY LOCATION OF SIGN JUNCTION BOX WITH SIGN CONTRACTOR AND ARCHITECT. ELECTRICAL PANEL -FULLY RECESSED. ELECTRICAL CONTRACTOR TO FURNISH AND PROVIDE POWER FOR DUCT SMOKE DETECTOR.
INSTALLED BY MECHANICAL CONTRACTOR. PROGRAMMABLE THERMOSTAT FOR AHU -COORDINATE RECESSED "J" BOX WITH ALL FINISH WALL MATERIALS/DEVICES. TRACK TRACK LIGHTING-SEE 1/E-2. FLUSH MOUNTED
REGULAR RECEPTACLE FOR NEON STRIP. PENDANT MOUNT TRACK CENTERED ABOVE TABLES/BOOTHS-SEE 2/E-2 AND 3/E-2. DRIVERS BOX OUTLETS-SEE 1/COM-1 FOR MOUNTING HEIGHTS AND LOCATIONS. FLOOR MOUNTED
OUTLET (WALKER/WIREMOLD 525J BRUSHED ALUMINUM DOGHOUSE BOX). 1-1/4" CONDUIT BELOW SLAB -VERIFY EXACT LOCATION. NOT USED. DUPLEX OUTLET TO ALIGN VERTICALLY WITH DATA OUTLET BELOW-SEE
1/COM-1. E.C. SHALL PROVIDE ALL WIRING, CONNECTIONS AND CIRCUITING FOR 220V ICE MACHINE AS INDICATED ON DRAWINGS. CONTRACTOR IS TO VERIFY WITH FRANCHISEE IF 120V ICE MACHINE IS BEING
PROVIDED IN LIEU OF 220V AND IF SO PROVIDE AN ADDITIONAL NEUTRAL WIRE AND MAKE FINAL CONNECTIONS FOR THE ACTUAL ICE MACHINE PROVIDED IN A MANNER THAT WILL ALLOW FUTURE CONVERSION TO
220V CONNECTIONS WITHOUT REWIRING. RELOCATED 75 KVA TRANSFORMER -MOUNT ABOVE ON PLATFORM +12'-0" A.F.F. TO BOTTOM, SEE C/E-1 -COORDINATE ALL CLEARANCE. 123456789 10 11 12 K E Y E D N
O T E S 13 14 15 NORTH NORTH 16 17 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. NOTE: CONTRACTOR TO CONFIRM TYPE OF WALK-IN COMPRESSOR CONFIGURATION WITH EQUIPMENT SUPPLIER AND FRANCHISEE. OPTIONS ARE REMOTE AND DIRECT MOUNTED. REFERENCE SHEET MEP-3
FOR ALTERNATE COMPRESSOR INSTALLATION. TRANSFORMER HANGING DETAIL C 1/2" = 1'-0" 18
UNISTRUT TO BE MOUNTED PARALLEL TO TRACK INSTALLATION TYP DETAIL AT HIGH TABLE/COUNTERS (AT LOW TABLES, PENDANT HEIGHT IS 60" AFF) THREADED ROD TRACK MOUNTED TO UNISTRUT -SEE 1/E-2 NOTE:
UNISTRUT IS TO STOP SHORT EXACTLY 6" FROM END OF TRACK. ALL JOINTS IN UNISTRUT ARE TO BE SECURELY FASTENED USING HEAVY DUTY JOINING PLATES. BOTTOM OF UNISTRUT TO BE AT 10'-6" A.F.F.
1-1/2" DEEP P1000 UNISTRUT -SPACED AT TOP OF BAR JOISTS. 3/8" ALL-THREAD ROD SPACED HORIZONTALLY AT 5'-0" O.C. MAX. LIGHTING TRACK P1000 UNISTRUT 1-1/2" DEEP SPRING NUT FLAT WASHER (2)
NUTS (2) NUTS FLAT WASHER SPRING NUT DECK 72" AFF 60" AFF SEE PLAN 4'-6" 10'-6" AFF WP GFI A-40 ELECTRICAL CONTRACTOR TO FURNISH AND PROVIDE POWER FOR DUCT SMOKE DETECTOR. INSTALLED
BY MECHANICAL CONTRACTOR. AHU 1 RELOCATED PANEL "A" 120/208 V 3PH/4W 200 AMPS SINGLE LINE DIAGRAM A N.T.S. WP GFI A-40 AHU 2 EXISTING NEW RELOCATED 75 KVA 480V-120/208V TRANSFORMER,
MOUNT ON PLATFORM ABOVE CEILING IN LINE WITH PANEL, +12'-0" A.F.F. TO BOTTOM EXISTING (4) # 1/0 (1) # 6 GROUND 2" CONDUITEXISTING (3) # 2 (1) # 8 GROUND 1 1/2" CONDUIT NEW PANEL "B"
120/208 V 3PH/4W 200 AMPS NEW (4) # 4/0 (1) # 6 GROUND 2" CONDUIT NEW (3) # 4 (1) # 10 GROUND 1 1/2" CONDUIT CU1 EXISTING CU2 NEW NEW (3) # 6 (1) # 10 GROUND 1 " CONDUIT NEW 400A METER
AND DISCONNECT SWITCH V.I.F. EXACT LOCATION E-2 SCHEDULES ELECTRICAL E -LIGHTOLIER LIGHTING FSP501419 -MINI PENDANT WITH SVT CORD, ATTACHMENT FITTING & RED GLASS. LAMP: (1) A19, 60 WATTS
MED. BASE. PHILIPS HALOGEN BULB D -LIGHTOLIER LYTEFLOOD COMPACT FLUORESCENT #8276EAL (2) 18W (22112) TWIN TUBE FLUORESCENT 36 WATTS C -BASIC MINI UNIVERSAL LIGHTOLIER #9021BK LAMP: (1)
PAR 30, 75 WATTS FS -BATH RM LT., RAB LIGHTING VX200DG LAMP: (1) A19, 60 WATTS L I G H T I N G F I X T U R E S C H E D U L E LIGHTOLIER #1102P1 FRAME-IN KIT LIGHTING FIXTURE SUPPLIER:
G FS KEC 301 E. MERCURY DRIVE SUITE #1 CHAMPAIGN, IL 61822 T -TRACK LIGHTOLIER MATTE BLACK EM EXC T E D ASE SYMBOL AS DESCRIPTION CONTACT: DAN PROCTOR TEL: (888)356-1640 FAX: (217)356-1661
EMAIL:danproctor@kecdesign.net SEE PLAN -MOUNT IN SOFFIT E -TRACK PENDANT 72" A.F.F. OVER HIGH TABLES/COUNTERS AND 60" A.F.F. OVER LOW TABLES AND BOOTHS. C -TRACK MOUNT T -TRACK MOUNT
-+10'-6" A.F.F. D -TRACK MOUNT RECESSED CEILING GRID W/E BALLAST EMERGENCY LIGHT MOUNTING 1. ELECTRICAL CONTRACTOR SHALL SUBMIT EIGHT (8) SETS OF CATALOG CUTS FOR ARCHITECT/ENGINEER
REVIEW, PRIOR TO ORDERING FIXTURES. REVIEW, PRIOR TO ORDERING FIXTURES. 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 COMPLETLEY 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. 10. DOWN RODS FOR FANS SHOULD BE FLAT BLACK. 11. ELECTRICAL CONTRACTOR TO FIELD VERIFY THE LENGTH OF THE
DOWNRODS FOR CEILING FAN. DOWNRODS ARE TO EXTEND FROM THE FAN TO THE STRUCTURE ABOVE. F2 F2 -GOOSENECK ARM McFADDEN TREND LIGHTING MODEL 4417, SHADE, 60 WATTS DOWN RODS SHOULD BE FLAT
BLACK. MENU BOARD GOOSENECKWALL MOUNTED -+11'-0" TO BOTTOM OF BOX SEE PLAN -MOUNT ON WALL OR CEILING. SEE PLAN -MOUNT ON WALL OR CEILING. SEE PLAN -MOUNT ON WALL AT 84" A.F.F. MOUNT
AT 108" A.F.F. LIGHTOLIER #1126 REFLECTOR TRIM LAMP: A19, 60 WATTS RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD. SUITE 150
JIMMY JOHN'S PENDANT TRACK/FIXTURES 2 1/4" = 1'-0" PENDANT TRACK/FIXTURES 3 1/4" = 1'-0" UNI-STRUT AT PENDANT TRACK 1 1/4" = 1'-0" (METAL DECK) CF LIGHTOLIER #LLC2URW -LED EXIT WITH
EMERGENCY LIGHTING HEADS BATTERY BACKUP LIGHTOLIER #E618W -EMERGENCY LIGHTING 2 HEAD UNIT W/BATTERY BACKUP LIGHTOLIER XT2GVA34012003 3-32 2' X 4' LAMP: 3-F32T8/CW, 87 WATTS LIGHTOLIER
XT2GVA34012003-EM 3-32 2' X 4' LAMP: 3-F32T8/CW, 87 WATTS HUNTER PARAMOUNT #3856 (CEILING FAN) CONTRACTOR TO VIF LENGTH OF DOWNROD TO EXTEND FROM FAN TO BOX AT STRUC./CLG ABOVE RECESSED
CEILING GRID E.C. SHALL F & I T.T. SWITCH AT UNIT AND WIRE COMPLETE. FAN INTERLOCKED THRU LOCAL LIGHT SWITCH E.C. SHALL F & I T.T. SWITCH AT UNIT AND WIRE COMPLETE. FAN INTERLOCKED THRU
LOCAL LIGHT SWITCH 1.1 FLA 0.8 FLA KW/HP/FLA REMARKS VOLTAGE/PHASE 115/1 Ø EXHAUST FAN 115/1 Ø EXHAUST FAN TAG DESCRIPTION EF-1 EF-2 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 WH-1 EF-3 HOOD EXHAUST FAN 115/1 Ø 0.5 HP FAN INTERLOCKED THRU LOCAL SWITCH AT PROOFER AHU-1,2 AIR HANDLER UNIT 208/1 Ø -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 DENOTES
GFCI BREAKERS DENOTES HACR CIRCUIT BREAKER DENOTES LOCK ON CIRCUIT BREAKER FED FROM METER BUS SIZE: 200 AMP ph A ph B ph C MAINS: 200 AMP M.C.B. 21000 VA MOUNTING: RECESSED 21000 VA
A.I.C. RATING: 22,000 A.I.C. 16000 VA GROUND BUS: YES ISO GRD. BUS: YES 58000 VA VOLTAGE: 120 /280V, 3ph, 4W 161 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 70/3 CU-1 6000 4000 CU-2 50/3 2 3 6000 4000 4 5 6000 4000 6 7 50/2 AHU-1 3000 2000 AHU-2 30/2 8 9 3000 2000 10 11 20/1 SPARE 0 6000 WATER HEATER 60/3 12
13 20/1 SPARE 0 6000 14 15 20/1 SPARE 0 6000 16 17 20/1 SPARE 0 0 SPARE 20/1 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 20/1 SPARE 0 0 SPARE 20/1 38 39 20/1 SPARE 0 0 SPARE 20/1 40 41 20/1 SPARE 0 0 SPARE 20/1 42 TOTALS: 9000 9000 6000 12000 12000 10000 P A N E L S C H E D U L E " B " ( N E W ) FLOOR
1P, 20A GFCI RECEPTACLE -WALKER/WIREMOLD 525J BRUSHED ALUMINUM DOGHOUSE BOX (FLA) BREAKER REMARKS WIRE & CONNECTION TYPE OF NO. LOAD CIRCUIT PANEL FROM CONDUIT TAG DESCRIPTION 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 OVEN/PROOFER SLICER 208V/3 Ø 120V/1 Ø 120V/1
Ø 4.1A 4A 12.57A 26.9A AAAA 1 30 25 &27 32,34,36 4 #8, 1 #10, GRD., 1" C. 2 #12, 3/4"C 2 #12, 3/4"C 2 #12, 3/4"C 1 #12 GRD DUPLEX I.G. RECEPTACLE DOUBLE DUPLEX RECEPTACLE DUPLEX RECEPTACLE
50A/3P DISCONNECT 18" AFF 12" A.F.F. IN CASEWORK IN CASEWORK 1P, 20A 1P, 20A 1P, 20A 3P, 50A GFCI BREAKER CASEWORK LOCATE RECEPTACLE WITHIN 120V/1 Ø 38 13 15 17 27 X 6.0A A 7 2 #12,
3/4"C GFCI 120V/1 Ø RECEPTACLE ICE MAKER (WATER COOLER) 10A A 3,5 3 #12, 1 #12 GRD., 3/4"C. 208/230V 72" A.F.F. 2 Ø J-BOX 2P, 20A 1P, 20A GFCI RECEPTACLE 22 REACH-IN REFRIGIRATOR 120V/1
Ø 4A A 35 2 #12, 3/4"C 72" A.F.F. PROVIDE LOCAL DISCONNECT FOR EVAPORATOR WALK-IN FREEZER LIGHTS (2), 23B EVAPORATOR, DOOR HTR. 120V/1 Ø 2.3A A 17 2 #12, 3/4"C J-BOX VERIFY 1P, 20A 23
23A WALK-IN FREEZER INTERLOCK WITH FREEZER EVAPORATOR COMPRESSOR WALK-IN COOLER COMPRESSOR 10.72A A 9,11 20A/2P DISCONNECT VERIFY 2P, 20A 20A/2P 208/220V/1 Ø -A 13,15 DISCONNECT VERIFY
2P, 20A 208/220V/1 Ø 3 #12, 1 #12 GRD., 3/4"C. 3 #12, 1 #12 GRD., 3/4"C. CU-1,2 CONDENSING UNIT ON ROOF 208/3 Ø -DENOTES GFCI BREAKERS DENOTES HACR CIRCUIT BREAKER DENOTES LOCK ON CIRCUIT
BREAKER FED FROM METER BUS SIZE: 200 AMP ph A ph B ph C MAINS: 200 AMP M.C.B. 13132 VA MOUNTING: RECESSED 14007 VA A.I.C. RATING: 22,000 A.I.C. 12637 VA GROUND BUS: YES ISO GRD. BUS:
YES 39776 VA VOLTAGE: 120 /208V, 3ph, 4W 110 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 1200 NEON SIGNS 20/1
2 3 20/2 ICE MAKER 1200 1063 PREP LIGHTING 20/1 4 5 1200 674 DINING LIGHTING 20/1 6 7 20/1 SLICER 700 558 DINING LIGHTING 20/1 8 9 20/2 FREEZER EVAP. 1286 308 DINING LIGHTING 20/1 10
11 1286 900 CEILING FAN 20/1 12 13 20/2 COOLER EVAP. 1286 230 EM & NIGHT LIGHTS 20/1 14 15 1286 456 RESTROOM LIGHTS 20/1 16 17 20/1 FRZR /LTS /EVAP 473 500 LOWELL CAB 20/1 18 19 20/1
EXTERIOR SIGN 1200 1200 EXTERIOR SIGN 20/1 20 21 20/1 EXTERIOR SIGN 1200 1200 EXTERIOR SIGN 20/1 22 23 20/1 OFFICE RECEPT. 720 500 NEON 20/1 24 25 20/1 PREP TABLE 1508 0 SPARE 20/1 26
27 20/1 PREP TABLE 1508 500 PREP AREA 20/1 28 29 20/1 DASANI COOLER 900 1000 DRINK DISPENSER 20/1 30 31 20/1 PREP AREA 500 3000 OVEN/PROOFER 50/3 32 33 20/1 PREP AREA 500 3000 34 35
20/1 REFRIGERATOR 700 3000 36 37 20/1 BREAD RETARDER 700 558 DRIVERS BOX 20/1 38 39 20/1 SPARE 0 500 WP OUTLET 20/1 40 41 20/1 CARBONATOR 400 384 CLOCK 20/1 42 TOTALS: 6386 6980 5679
6746 7027 6958 P A N E L S C H E D U L E " A " ( R E -W O R K ) 1P, 20A GFCI RECEPTACLE FUTURE BREAD RETARDER 120V/1 Ø 4A A 37 2 #12, 3/4"C 67" A.F.F. E.C. SHALL F & I WP DISCONNECT
SWITCH AND WIRE COMPLETE. WATER HEATER (ELECTRIC) 208/3 Ø 18 KW
2 3(2) +12" 103 MEN 101 PREP 104 WOMEN 102 BACKROOM 100 DINING (2) +12" D = VOICE LINE 4 (3) C = VOICE LINE 3 B = VOICE LINE 2 A = VOICE LINE 1 (3) +58'1/2" 2 4 (2) 1 PHONE JACK FROM
FAX LINE D 3 2 FRONT ELEVATION 7 1/2"18" 42" CENTER LINE 6" PHONES DATA POWER 51" 58 1/2" 63 1/2" 1'-6" 3 DATA, 1 PHONE AND 2 QUAD RECEPTACLES DROP CEILING 10'-6" AFF DUPLEX RECEPTACLE
MOUNTED WITHIN CABINET AMOUNT OF HOMERUNS TO EQUAL THE AMOUNT OF DATA JACKS SHOWN ON THE FLOOR PLAN SERIAL CABLE FOR THE DATASYM CASH REGISTER METRO DESK & SHELVES PROVIDED BY KEC NETWORK
COMPONENT CABINET -EQUIPMENT WITHIN CABINET INCLUDE -24 PORT PATCH PANEL, ROUTER/SWITCH, DSL MODEM, CALLER ID RECESSED DATA LINE FROM ROUTER/SWITCH TO COMPUTER DATA DSL PHONE LINE MOUNTED
WITHIN CABINET 6'-0" 3'-6" KVM/VGA PORT PORT AND CABLE SUPPLIED BY SIGNITURE SYSTEMS ALL PHONE LINES ABOVE CEILING FROM PUNCHDOWN BLOCK TO 6 PORT SURFACE MOUNT BOX PANEL -ONE EA. FOR
LINES A, B, C, & D AND TWO LINES FOR FAX/DSL LINE KVM/VGA PORT PORT AND CABLE SUPPLIED BY SIGNITURE SYSTEMS RECESSED 2" CONDUIT FOR VGA AND USB CABLES TO RUN BETWEEN VGA/USB PORTS -NO
TURNS IN CONDUIT RECESSED 3 /4" CONDUIT STUBBED OUT ABOVE DROP CEILING FOR SPEAKER WIRE" FLUSH MOUNTED JUNCTION BOX FOR RECESSING SPEAKER WIRE RECESSED 2" CONDUIT FOR VGA AND USB CABLES
TO RUN BETWEEN VGA/USB PORTS -NO TURNS IN CONDUIT COM-1 DATA PLAN COMMUNICATIONS/RCHITECTURE ESIGNCC VB AS NOTED 23 . DECEMBER . 2011 A11177 CARMEL,INDIANA 46032 14299 CLAY TERRACE BLVD.
SUITE 150 JIMMY JOHN'S COMMUNICATIONS /DATA PLAN A 1/4" = 1'-0" PHONE BANK 1 1/4" = 1'-0" NETWORK CABINET 2 1/4" = 1'-0" 123 ALL CABLING AND TERMINATION TO BE COMPLETED BY COMMUNICATIONS/DATA
SUB-CONTRACTOR. COMMUNICATIONS/DATA SUB-CONTRACTOR TO COORDINATE LOCATION AND SIZE OF NECESSARY CONDUITS FOR CABLING WITH ELECTRICAL CONTRACTOR. 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 HOME RUNS TO THE PATCH PANEL WITHIN THE NETWORK
CABINET ABOVE THE DESK. 2. SEE ELECTRICAL/DATA PHONE BANK DETAIL ON SHEET COM1 FOR INSTALLATION OF PHONE/DATA EQUIPMENT 3. PROVIDE (2) PULL STRINGS IN EACH EMPTY CONDUIT FOR DATA/PHONE
LINES. 4. ALL PHONE CAT-5e HOME RUN TO PUNCHDOWN BLOCK. 5. ALL DATA CABLES TO TERMINATE ON RJ45 CATEGORY 5e JACKS AND WIRE TO EIA/TIA 568-B.1 STANDARDS. 6. ALL DATA CABLES TO HOMERUN
AND
TERMINATE ON 24 PORT RACKMOUNT PATCH PANEL TO BE MOUNTED IN THE NETWORK CABINET. 7. ALL CABLES TO BE CONTINUITY TESTED FOR POLARITY AND CORRECT PIN CONFIGURATION AND MACHINE LABELED.
8. DAISY-CHAIN BELDEN STRANDED 4-WIRE (PROVIDED BY CASH REGISTER VENDOR) FROM EACH CASH REGISTER TO NEXT, THEN BACK TO MANAGER'S DESK. 9. ALL NETWORK CABLING IN THE STORE MUST BE CATEGORY
5e CERTIFIED. YOU MUST OBTAIN A CERTIFICATION REPORT FROM YOUR COMMUNICATIONS/LOW VOLTAGE SUBCONTRACTOR. 10. STEREO SYSTEM WIRING -SEE NETWORK CABINET DETAIL FOR JUNCTION BOX LOCATION
AND RECESSED CONDUIT INSTRUCTIONS FOR STEREO SPEAKER WIRE. MOUNT THE NETWORK ELECTRONIC COMPONENT COMPONENT CABINET TIGHT TO CEILING ABOVE SHELVES IN THE BACK PREP AREA. SEE NETWORK
CABINET DETAIL AND GENERAL NOTES ON THIS SHEET FOR INFORMATION ON CABLING AND COMPONENTS WITHIN CABINET. SEE COMPONENT BOX EQUIPMENT LIST ON COM-1 SHEET. PROVIDE ONE (1) 3/4" CONDUITS
STUBBED UP INTO ACCESSIBLE CEILING. VERIFY LOCATION IN FIELD FOR ALL VOICE AND DATA LOCATIONS. SEE ELECTRICAL/DATA PHONE BANK DETAIL, THIS SHEET. ELECTRICAL PANEL -FULLY RECESSED. DATA
OUTLET TO ALIGN VERTICALLY WITH DUPLEX OUTLET ABOVE. DATA OUTLET (X) = AMT. OF DATA JACKS (JACK = ORANGE) 2 DATA JACKS (JACK = ORANGE) AND 1 PHONE JACK (JACK = BLACK) 1 PHONE JACK (JACK
= BLACK) DATASYM POS -BELDEN STRANDED 4-WIRE, UNTERMINATED D 3 DATA JACKS (JACK = ORANGE) AND 1 PHONE JACK (JACK = BLACK) GENERAL NOTE: PHONE COMPANY TO PROVIDE 4 PHONE LINES ON ROLLOVER
SERVICE AND ONE (1) DSL/FAX LINE. D A T A L E G E N D K E Y E D N O T E S G E N E R A L N O T E S VGA/USB PORT -1 VGA JACK AND 1 USB JACK 4 NORTH VENDOR CONTACT: SIGNATURE SYSTEMS, INC
11 PENNS TRAIL NEWTOWN, PA 18940 SALES: (877) 968-6430 OR sales@pdqpos.com FAX: (215) 968-6431 DEDICATED JJ TECH SUPPORT: (877) 844-5313 COMPONENT BOX REQUIRED EQUIPMENT: COMPLETE COMPONENT
BOX PROVIDED BY SIGNATURE SYSTEMS: NETWORK CABINET : MIDDLE ATLANTIC EWR817 OR EWR1017 REQUIRED EQUIPMENT WITHIN THE COMPONET CABINET: PATCH PANEL -PANDUIT CFAPPBL1 (QTY 1) POWER DISTRIBUTION
UNIT -MIDDLE ATLANTIC PD-915RV-R13 (QTY 1) 24 PORT NETWORK SWITCH -DELL POWER CONNECT 3524 (QTY 1) ROUTER WITH DIAL BACKUP -NETOPIA 4686XL WITH DIAL-UP (QTY 1) RACK SHELF -MIDDLE ATLANTIC
UTR1 (QTY 2) CABLE STRAPS -MIDDLE ATLANTIC TW12 (QTY 1) PATCH CABLES -1' PATCH CABLES (QTY 10 **) RACK SCREWS -10/32 RACK SCREWS (QTY 1 BOX) VGA & USB WALL PLATE (QTY 2) VGA DUEL PANEL-MOUNT
F/F CABLE (QTY 1) USB 2.0 DUAL PANEL-MOUNT CABLE (QTY 1) USB 2.0 A MALE TO A MALE CABLE (QTY 1) SVGA VIDEO MINI-COAX DH15MM (QTY 1) * CALLER ID BOX IS ONLY REQUIRED FOR STORES THAT ARE
INSTALLING POS -PROVIDED BY SIGNATURE SYSTEMS. ** QTY IS NUMBER OF NETWORK RUNS PLUS 2 EX