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R16-13607400 SW 57 COURT SOUTH MIAMI, FL 33143 CONSTRUCTION DOCUMENTS List of Drawings: SEPTEMBER 20, 201 6 NEVILLE/STEFFENS ARCHITECT L.L.P A000 Cover AA 0003466 A300 Location Plan - Site Plan 316 MIRACLE MILE A301 Floor Plan CORAL GABLES, FL 3 3 1 3 4 A302 E❑uipment and Furniture Plan A303 Reflected Ceiling Plan NEVILLE STEFFENS ARCHITECTS LLP TEL: - 305.448.5299 FLORIDA REGISTRATION No. AA 0003466 FAX: 305.444.0842 FRANCIS MICAHEL STEFFENS A500 Interior Elevations mike@nevillesteffens.com FLORIDA REGISTRATION No. AR 0011052 A800 Partition TCpe Sections A801 Sections MEP Engineer: A802 Details I. LEON and ASSOCIATES Inc.. 15521 SW 149 Court S1 Structural PIanS 2 Miami, FL 33187 Tel: 305-232-0031 ileonandassc@oellsouth.net Food Service Consultant: AMERICAN GRINDING AND E❑UIPMENT CO. Inc. 1301 N Miami Ave. Miami, FL 33136 Tel: 305- designingrestaurants@msn.com Prol��ct Data P RO IECT DATA ADDRESS: 7400 SW 57 COURT, GROUND FLOOR ❑ONING DISTRICT: RO WITH HOMETOWN DISTRICT OVERLAY PRO[IECT AREA: 2,698 SF TENANT SPACE RE❑UIRED PARKING AREA PATRON AREA: 1,166 SF SERVICE AREA: 1,532 SF PARKING SPACES RE❑ D. BY AREA BY AREA PATRON AREA: 1,166 SF / 1 00= 12 SERVICE AREA: 1,532 SF / 300 6 -TOTAL PARKING SPACESRE❑UIRED 18 SPACES PARKING PROVIDED: PER REDUCTION AGREEMENT 20 STREET PARKING: 6 PARKING PROVIDED ON SITE: 14 SPACES DEDICATED TO GROUND FLOOR RESTAURANT: 10 DEFICIT OF PARKING SPACES: 8 CHOPSTICKS RESTAURANT TENANT BU,ILD-OUT M-1 Mechanical Floor Plan M-2 Mechanical Notes and Schedules M-3 Mechanical Details P-1 Plum Sing Floor Plan P-2 Plum Eing Riser Diagrams P-3 Pluming Riser Diagrams and Notes P-4 Notes, Schedules and Details E-1 Electrical Floor Plan E-2 Lighting Floor Plan E-3 Panel Schedules E-4 Electrical Riser Diagrams E-5 Electrical Notes FA-1 Fire Alarm Plan 1 of 9 Exhaust Hood Shop Drawing 2 of 9 Exhaust Hood Shop Drawing 3 of 9 Exhaust Hood Shop Drawing 4 of 9 Exhaust Hood Shop Drawing 5 of 9 Exhaust Hood Shop Drawing 6 of 9 Exhaust Hood Shop Drawing 7 of 9 Exhaust Hood Shop Drawing 8 of 9 Exhaust Hood Shop Drawing 9 of 9 Exhaust Hood Shop Drawing CONSTRUCTION: OCCUPANCY: LEGAL DESCRIPTION: FOLIO: WORK CLASSIFICATION . ... . . . ... . . . . . . . . . . . . ... . ... . •••• ••••• ••• •••• APPLICABLE CODES SCOPE OF WORK LIFE SAFETY TYPE 1113 CONSTRUCTION UN - SPRINKLERED CITY OF SOUTH MIAMI ❑ONING CODE CONSTRUCT NEW RESTAURANT INCLUDING KITCHEN THIS IS A VACANT TENANT SPACE IN AN EXISTING MERCANTILE FLORIDA BUILDING CODE 2014 -FIFTH EDITION FACILITIES AND BATHROOMS AT THE INTERIOR OF A BUILDING. THE PREVIOUS TENANT WAS A RETAIL = FLORIDA FIRE PREVENTION CODE 2013 - FIFTH EDITION TENANT SPACE ON THE GROUND FLOOR LEVEL OF AN SHOWROOM. FLORIDA ACCESSIBILITY CODE 2014 - FIFTH EDITION EXIST. TWO STORY BUILDING. LARKINS FORREST PB 33-44 E 110 FT. OF N 91 FT NFPA 1 111012012 AD❑gCENT PORTIONS OF BUILDING WILL BE OCCUPIED OF TRACT 2 FORMERLY DESIGNATED AS LOTS 30 ❑ WORK INCLUDES NEW PARTITIONS, FIXTURES, DURING DEMOLITION AND CONSTRUCTION. THE 31 AS PER PB 18-33 0 1 FURNITURE AND E❑UIPMENT. NEW FLOORING, NEW EXISTING RATED PROTECTION, AS APPROVED AND GENERAL NOTES: CEILINGS, NEW MILLWORK SUCH AS A NEW SERVICE CONSTRUCTED WILL REMAIN IN PLACE DURING 09-4036-032-0040 -LINE COUNTER, ONE NEW RESTROOM IN ADDITION TO DEMOLITION. ALL WORK SHALL COMPLY W/ NFPA 1, 1. EXISTING BUILDING DOES NOT HAVE AN AUTOMATIC FIRE ONE EXISTING RESTROOM. 2012 ED., SECTION 16-4 FOR SAFEGUARDS DURING MODIFICATION - NFPA SPRINKLER SYSTEM. BUILDING ALTERATIONS AND DEMOLITION LEVEL 2 ALTERATION - FBC 2. EXISTING BUILDING HAS A FIRE ALARM SYSTEM THAT WILL BE ALSO INCLUDED IN SCOPE OF WORK IS NEW OPERATIONS. UTiLI❑ED IN THE RENOVATED SPACE. PLUMBING FOR RESTROOMS AND KITCHEN, NEW MECHANICAL AND EXHAUST SYSTEMS AND NEW FOR EGRESS WIDTH RE❑UIREMENTS AND OTHER LIFE 3. TENANT SPACE IS VACANT. ELECTRIC SERVICE AND LIGHTING SAFETY CALCULATIONS SEE LIFE SAFETY PLAN SHEET OCCUPANCY LOAD BY AREA: SEATING AREA: 939 S.F. / 15 = 63 4. PROVIDE 36" CLEAR ACCESS AISLE NOT TO BE ENCROACHED UPON LS-100. STANDING AREA: 90 S.F. / 7 = 13 BY FOOD SERVICE E❑UIPMENT. THERE IS NO STRUCTURAL WORK OR CHANGE TO KITCHEN AREA: 719 S.F. / 100 = 8 5. MAXIMUM CHANGE IN GRADE IS 1/2". FLOOR SURFACES ARE LEVEL EXISTING BUILDING ENVELOPE. EXISTING BUILDING TOTAL OCCUPANCY: 84 ON EACH SIDE OF ALL FIRE EXIT DOORS. STRUCTURE TO REMAIN AS IS. 6. ALL INTERIOR WALL AND CEILING FINISHES AND COVERINGS SHALL BE CLASS B OR BETTER WITH FLAME SPREAD INDEX OF 26-75 AND OCCUPANCY LOAD BY SEATS: M E S OKE D VINDEX F - TABLES 32 BAN❑UETTES 16 7. FIXED SEATING IN BAN❑UETTES ARE CALCULATED AS 18" WIDE KITCHEN AREA: 465 S.F. 1100 = 16 SEATS, NOT INCLUDING SEATING SURFACES AT THE EXTREME ��,�• TOTAL OCCUPANCY: 64 EDGE OF SEATS WHERE BLOCKED BY A CHAIR OR OTHERWISE NOT PRACTICABLE FOR SEATING: 8. ALL FIRE RATED DOORS AND EGRESS DOORS SHALL HAVE AUTOMATIC CLOSERS TO BE SELF -CLOSING AND SELF -LATCHING A 1 12-05-16 review cmts. AND SHALL BE E❑UIPPED WITH PANIC HARDWARE. 2 03-03-17 S.W. 74th STREET •••• ••• • • ••\ G • • • •• •• 960 • • • • • • e 4 • NEVILL:�;/•S';TEK.F9NS • L\\ ARCH ITECi'UW :--A A-* Of4mA INTERIOR DESIGN I B 260005 316 MIRAUE'VILE ••••: •e••• :•••• CORAL GAMN, FL • • • 3 3 1:••g• •4 .:..i •...• . :...• . TEL: 305.448.5299 FAX: 305.444.0842 mi ke@ n evi ltesteffens. co m greg@nevillesteffens.com MEP Engineer: I. LEON and ASSOCIATES Inc.. 15521 SW 149 Court Miami, FL 33187 Tel: 305-232-0031 ileonandassc@Cellsouth.net Food Service Consultant: AMERICAN GRINDING AND EQUIPMENT CO, Inc. 1301 N Miami Ave. Miami, FL 33136 Tel: 305- desi ningrestaurants@msn.com CHOP STICKS 7400 SW 57 CT. South Miami, FL CONSTRUCTION DOCUMENTS COPYRIGHT ® 2016 NEVILLE/STEFFENS LLP ALL RIGHTS RESERVED. THESE DRAWrRGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF NEVUE/STEFFENS LLP, WHETHER THE PROJECT FOR YIHICH THEY WERE PREPARED IS EXECUTED OR NOT. TREY ARE NOT To BE USED IN ANY MANNER ON OTHER PROJECTS OR YMTIONS TO THIS PRDJECT EXCEPT BY AGREEMENT IN WRIM AND WITH APPROPRIATE COMPENSATIM TO REVILLE/SiffFENS LLP REPRODUCTION OF SPECIFICATIONS YATHOUT THE V RITTEN CONSENT OF NEVUE/ STEFFENS LLP IS PROHIBITED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP tI FLORIDA REGISTRATION AA 0003M FRR CIS MICMAEL STEEPENS FLORTDA REGISTRATION AR 0011052 GREGORY REVUE FLORIDA REGISTRATION AR 0011052 SITE PLAN REVISED: REVISED: 2 03-03-17 REVISED: REVISED: REVISED: SEPT. 20, 2016 NS1607CHOPSTX Iml GENERAL NOTES 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FLORIDA BUILDING CODE (F.B.C.), NATIONAL FIRE PREVENTION CODE (NFPA) NATIONAL ELECTRIC CODE (NEC), O.S.H.A., AND ALL OTHER APPLICABLE CODES, ORDINANCES AND REGULATIONS. 2. ALL MANUFACTURERS AND SUPPLIERS MUST PROVIDE OWNER'S MANUALS, MAINTENANCE INFORMATION AND SPECIFICATIONS. 3. COORDINATE ALL VENTS, DUCTWORK, LIGHT FIXTURES, PIPES (EXISTING, RELOCATED OR NEW), OUTLETS AND RECEPTACLES TO AVOID CONFLICT PRIOR TO INSTALLATION. 4. VERIFY WITH DOOR MANUFACTURERS THE EXACT ROUGH OPENING RE❑UIRED FOR CORRECT AND ACCURATE INSTALLATION. 5. CONTRACTOR MUST FIELD VERIFY ALL EXISTING SITE CONDITIONS AND DIMENSIONS, NOTIFY ARCHITECT OF ANY DISCREPENCIES ON THE DRAWINGS PRIOR TO COMMENCING WITH THE WORK. 6. ALL MATERIALS SHALL BE DELIVERED TO THE DOBSITE IN ORIGINAL SEALED CONTAINERS BEARING THE ORIGINAL MANUFACTURER'S LABELS. 7. CONTRACTOR TO COORDINATE TIE-INS AND SERVICE WITH OWNER AND UTILITY COMPANIES. PREMISES TO BE LEFT BROOM CLEAN ON A REGULAR BASIS. FINAL CLEANING IS CONSIDERED PART OF THE SCOPE OF WORK.' 8. COMPLETE INTERIOR PAINTING INCLUDING PAINTING OF ALL NEW DOORS AND FRAMES, PAINTING OF ALL NEW WORK, AND REPAINTING ADACENT AREAS AT THE OWNER'S DIRECTION. CAULKALL ❑DINTS BETWEEN NEW PARTITIONS ❑ EXIST. WALL OR COLUMN. 9. ALL CONTRACTOR'S WORK SHALL BE PERFORMED IN A FIRST CLASS, WORKMANLIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTORS SHALL CLEAN ALL SURFACES FREE OF ALL DIRT AND REFUSE CAUSED BY DEBRIS FROM INSTALLATION TECHIDUES OF THE TRADE. ALL AD❑4CENT SURFACES SHALL BE PROTECTED OR PATCHED AND REPAIRED IN THE CONDITION PRIOR TO THE COMMENCEMENT OF THE CONTRACTOR'S WORK. HEALTH DEPARTMENT (VOTES 1. PROVIDE A SMOOTH, NON-ABSORBANT, EASILY CLEANABLE SURFACE, LIGHT IN COLOR FOR WALLS AND CEILINGS OF THE FOOD PREPARATION, UTENSILS WASHING, AND STORAGE AREA INCLUDING MOP SINK (TO LEVEL SPLASH). NO PERFORATED, FISSURED OR OTHER TESTURED SURFACES ALLOWED. 2. PROVIDE A SMOOTH COVED BASE (3/8" RADIUS OR GREATER) AT THE EUNSTURE OF THE WALLS AND FLOORS IN THE ABOVE LISTED AREAS. 3. FLOOR AREAS IN THE ABOVE LISTED AREAS SHALL BE COMMERCIAL GRADE, SMOOTH, NON -SLIP, NON-ABSORBANT MATERIAL AND EASILY CLEANABLE. 4. APPLY A CLEAN; SMOOTH RAISED BEAD OF SILICONE CAULK ON ALL GAPS AND SEAMS BETWEEN IMMOVABLE E❑UIPMENT AND WALLS. SEAL SPACES AROUND PIPES OR CONDUIT AT ALL WALL PENETRATIONS. 5. FLASH, TRIM OR CAULK SPACES BETWEEN WALK-IN COOLERS AND AD❑ACENT WALLS. WALK-IN COOLERS, FREEEERS OR OTHER LARGE EpUIPMENT WITH SPACES OF 30 IN. OR LESS IN HEIGHT BETWEEN THE TOP SURFACES AND THE CEILING RE❑UIRE CLOSING OFF IN A CLEAN, TIGHT, VERMIN PROOF MANNER. 6. WALL SURFACES FROM LOWER EDGE OF EXHAUST HOODS TO THE FLOOR SURFACE INCLUDING THE FLOOR AND WALL aJNCTURES SHALL BE FINISHED WITH EASILY CLEANABLE CERAMIC TILE FINISH. 7. PROVIDE A WASTE DRAIN INDIRECTLY CONNECTED WITH AN APPROVED AIR GAP TO THE SEWER THROUGH A FLOOR SINK, FOR THE CONDENSATE DRIP PAN FOR THE WALK-IN COOLERS, ICE MACHINES, REFRIGERATORS, BEVERAGE DISPENSERS AND FOOD PREPARATION SINKS. PLAN NOTES LEGEND 10 EXIST. STRUCTURE TO REMAIN O2 EXIST. 36" WIDE EGRESS DOOR TO REMAIN EXIST. GYP. BD. SURFACE TO REMAIN -PATCH AND REPAIR AS RE❑'D. OR REPLACED IF DAMAGED NEW PAINTED SURFACE O4 NEW BAN❑UETTE SEATING MILLWORK �5 NEW BAR COUNTERTOP AT 42" AFF © NEW BAR COUNTERTOP AT 34" AFF �7 DASHED LINE INDICATES BAR DIE WALL BELOW U8 EXISTING RESTROOM - PLUMBING FIXTURES, ACCESSORIES, GRAB BARS, FLOORING, WALL FINISHES, CEILING AND LIGHTING TO REMAIN O PATCH AND REPAIR ANY DAMAGE FROM CONST. ACTIVITIES TO PROVIDE A SMOOTH LEVEL SURFACE ON EXIST. CONC. SLAB - INSTALL VINYL FLOORING SELECTED BY OWNER 10 NEW EPDXY FLOORING ON EXIST. CONC. SLAB 11 NEW WALK-IN COOLER/FREE❑ER 12 NEW WAITER STATION MILLWORK 13 EXIST. WINDOW TO REMAIN 14 NEW LAVATORY W/ ADA COMPLIANT FAUCET 15 NEW WATER CLOSET AT 17"AFF TO SEAT 16 NEW TOILET PAPER DISPENSER 17 NEW 42"L x 1 1/2"dia STAINLESS STEEL GRAB BAR 18 NEW 36"L x 1 1/2"dia STAINLESS STEEL GRAB BAR 19 NEW WAITER STATION - SEE E❑UIPMENT PLAN A-302 20 ALIGN NEW PARTITION W/ EXIST. WALL 21 NEW VINYL FLOORING ON EXIST. CONC: SLAB W/ TILE WAINSCOT TO 50" AFF TO MATCH EXIST. RESTROOM LIFE SAFETY LEGEND ei EXIST. EXIT SIGN - REMOVE AT MOUNT ON WALL AT SAME LOCATION- RECONNECT TO EXIST. CKT. EXIST. EMERGENCY LIGHT - EXIST. TO REMAIN OR REMOVE AND RELOCATE AS PER SITE RE❑ UIREMENTS FE EXISTING FIRE EXTINGUISHER TO REMAIN EXIST. FIRE ALARM PULL STATION - EXIST. TO REMAIN OR REMOVE AND RELOCATE AS PER SITE RE❑UIREMENTS HAS EXIST. HORN/STROBE INDICATOR - EXIST. TO REMAIN OR REMOVE AND RELOCATE AS PER SITE RE❑ UIREMENTS NOTE: RELOCATION OR NEW FIRE ALARM DEVICES SHALL BE PROVIDED BY FIRE ALARM VENDOR. 0 10 0 I co 18 ° I F_ — I 1 — 15 — — 16 I/ II 1 I I U)i 32i 4 3 I I 17 " A500 A500 I � 60'11 — 60"R \' I Al � I I I I D I 1 5 I �� L 7 -31 19 Lo 141 ------_- - -I ---- FE /'/_A� RESTROOM PLAN 301 1/2 -1 0,, 5' 2'-011 1'-1 0Ifle IE3 3 IDIE3 REV15LU: REVISED: REVISED: E Q U I P M'E N T S C H E D U L E Item Eft. Equipment Category Manufacturer Model Number Equipment Remarks CL E ¢ 3 Y LL = c > 1 1 Oven -Steamer, Combination; Gas RATIONAL USA CMP 101 G 15.0 0.5 12 1.1 1 Filter System, Fountain Beverage Hoshizaki:America H-9320-52 - - - - - 2 1 Range, Heavy Duty, Gas Jade Products JTRH-36B-36 3 1 IRange, Heavy Duty, Gas w/ Convectk dadlyeffiroducts JBR-6-36C 6.3 0.33 12 3.1 1 Cheesemelter, Gas ` Jade Products JCM-36 Pre Piped 4 1 Wok Range Jade JCR-3J 5 1 Dim Sum Steamer Town Food Service Equipment STM-24-TP6 6 1 Range, Heavy Duty, Modular Spreader Jade Products JMPR-18 8 1 Freezer, Salad Prep w/ Hand Sink Lo Rosa TBA Remote Refrigeration 2.0 0.5 11 8.1 1 Double Over Shelf LaRosa Custom 3' 8.2 1 Condensing unit for above Copeland M4FH-AO36-LAA Unit #8 15.0 1/3 12 9 1 1 Refrigerator, Salad Prep w/ Hand Si lea Rosa TBA Remote Refrigeration 2.0 0.5 11 10 1 Refrigerator, Salad Prep w/ Hand Sir to Rosa TBA 2.0 0.5 11 11 1 Refrigerator, Salad Prep w/ Hand Si o Rosa TBA 2.0 0.5 11 11.1 1 , Double Over Shelf LaRosa Custom 3' 11.2 1 Condensing unit for above Copeland i FJAM-A125-CFVTFC Multiplex #9, #10. #11 15.0 1.25 208- 12 1 Warmer, Food Overhead Hatco GRAH-54 10.4 1.3 20 13 1 Sink, Mop Advance Tabco 9-OP-40 13.1 1 Faucet, Service Sink Krowne Metal 16-127 14 1 Sink, NSF, 3 camp, 16 gauge Custom Stainless Custom 14.1 1 Pot Rack, Wall Mount Custom Stainless Custom 14.2 2 Faucet, Wall Mount Krowne Metal 14-812L 15 1 Ice Maker w/o Bin Hoshizald America KML-631MAH 8.1 20 15.1 1 Bin, Ice Hoshizaki America B-50OPF 15.2 1 Filter System, Fountain Beverage Hoshizaki America 9320-11 16 1 Sink, NSF, 2 comp, 16 gauge Custom Stainless Custom 16.1 1 Faucet, Wall Mount Krowne 'Metal 14-812L 16.2 1 Shelf, Wall Mount -_ Custom Stainless Custom 17 1 Dishtable, Straight, 16 gauge Custom Stainless Custom 17.1 1 Dishtable, Sorting Shelf Custom Stainless Custom 18 1 Warewasher, Door Type, Low Temp CMA Dishmachines AH 16.0 11 19 1 Dishtable, Straight, 16 gauge Custom Stainless Custom 19.1 1 Pre -Rinse Faucet, Deck Mount Krowne Metal 17-202WL 20 1 Hand Sink, Wall Mount Advance Tabco 7-PS-79 21 1 Drop -in, Water & Ice Station Delfield 204 22 1 Coffee Maker Bunn-O-Matic 35700.0000 14.0 1.7 12 23 1 Iced Tea Brewer Bunn-O-Matic 24400.0000 16.0 1.9 12 24 1 Refrigerator, Undercounter, Compact Beverage-Rir UCR34Y 4.0 0.17 11 25 1 lWork Table w/ Hand Sink Custom Custom 30 1 lWalk in Cooler Amerikooler Verify with cooler fabricator 6.0 11 30.1 1 lEvaporator for above Bohn AOTO9OAEW`MC6K Verify with cooler fabricator 1.8 11 30.2 1 lCondensing unit for above Bohn BHTO1OX6BFM Verify with cooler fabricator . 15.0 1.5 20 32 1 Wine Refrigerator/Cooler Enofrigo America MIAMI BR VT RF R 6.2 0.4 11 33 1 Wine Refrigerator/Cooler Enofrigo America MIAMI BR VT RF R 6.2 0.4 11 40 1 Worktable Custom Stainless. Custom 40.1 1 Shelf, Wall Mount Custom Stainless Custom 41 1 Worktable w/ Hand Sink Custom Stainless Custom 42 1 Mixer, Floor Globe Food Equipment SP30 16.0 1.0 11 B1 1 Underbar Dry Storage Perlick 7055A-D B2 1 Underbar Ice Chest Perlick TS301C 83 1 Underbar Speed Rail Perlick SR-S30 B4 1 Underbar Handsink Perlick TSI2HSN B5 1 Underbar Dry Waste Perlick TS12TRA B6 1 Ice Maker w/ Bin Hoshizaki' America IM-200BAA 7.6 11 B7 1 Underbar Ice Chest Perlick TS301C B8 1 Underbar Speed Rail Perlick SR-S30 B9 1 Underbar Handsink Perlick TSI2HSN 810 1 Espresso Machines,' Semi -Automatic Nuovo Simonelli USA Oscar 1 Group, Direct Connect 10.0 1.2 20 B11 1 Coffee Grinder Nuovo Simonelli USA MDX 3.0 0.3 12 812 1 Dispenser, Beer Perlick DDS84 55F 6.3 0.33 12 813 ' 1 Dispenser, Beer Perlick DDS84 6.3 0.33 12 FS 11 Floor Drain Advance Tabco FDR-1212 FT 1 Floor Trough Custom Stainless Custom H1 1 Exhaust Hood System Captive Aire Custom Refer to Hood Drawings H1.1 1 lExhoust Fan Captive Aire TBA H1.2 1 ISupply Fan Captive Aire TBA H1C 1 Control Panel Exhaust Hood System Captive Aire Custom Refer to Hood Drawings POS 2 POS Terminal TBA TBA POSP 2 POS Printer ITBA ITBA S1 1 Shelving 24" X 24" ITBA ITBA S2 1 Shelving 36- X 14" IIJA IbA 38' 17.5' r- M. -f - RANGE MOUNT - - 20.25' � 13' SIDE SPLASH KIT - 18.5 A A l 13' 76.25" e® 49.5' 36.5' 36.5 - o 1 6" W MAIN WATER 9M/dN CARNET 6" 34+ 3 65 34' 1T 3 NEE VALVE - OCCUPANCY LOAD/EGRESS CALCULATIONS:CLASSIFICATION- M OCCUPANCY CLASSIFICATION - M (RESTAURANT) OCCUPANCY LOAD BY AREA: SEATING AREA: 939 S.F. / 15 = 63 STANDING AREA: 90 S.F. 17 = 13 KITCHEN /BAR AREA: 719 S.F. / 100 = 8 TOTAL OCCUPANCY: 84 OCCUPANCY LOAD BY SEATS: TABLES 32 BAN❑UETTES 16 KITCHEN AREA: 465 S.F. / 100 = 16 TOTAL OCCUPANCY: 64 TOTAL INTERIOR SEATING 48 48 x .05 = 3 ACCESSIBLE SEATS 48" of L--�_-J ADA ACCESSIBLE SEATING n ILM �A� EQUIPMENT AND FURNITURE PLAN 3O 1/4 =1 0 . ... . . . ... NEVILLE/• T��f= d� 41P • • • • • . . • ARCHITECTURE ••• AR •0003466 INTERIOR DESIGN I B 2 6 0 0 0 5 7 7 0 " 00000 ... ... . 316 MIiaE• MILE • • CORAL 13ABLgS, FL.• 3 3 •'i•• 3 4.... ... .•.. TEL: 305.448.5299 FAX: 305.444.0842 mike@nevillesteffens.com greg@nevittesteffens.com MEP Engineer: I. LEON and ASSOCIATES Inc.. 15521 SW 149 Court Miami, FL 33187 Tel: 305-232-0031 ileonandassc@Dellsouth.net Food Service Consultant: AMERICAN GRINDING AND EEUIPMENT CO, Inc. 1301 N Miami Ave. Miami, FL 33136 Tel: 305- designingrestaurants@msn.com CHOP STICKS 7400 SW 57 CT. South Miami, FL CONSTRUCTION DOCUMENTS COPYRIGHT ® 2016 NEVILLE/STEFFENS LLP ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF NEVILLE/SIEFFENS LLP, WHETRER THE PROJECT FOR WRiCH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO SE USED IN ANY MANNER ON OTRER ICTS OR DETENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRIIING AND WITH APPROPRIATE COMPENSATION TO NEVIIJ.E/STEEPENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEWLLE/ STEFFENS LLP IS PROK91ED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 GREGORY NEVILLE FLORIDA REGSTRA1ION AR 0011052 E❑ UIPMENT PLAN REVISED: 1 12-05-16 revlew cmts. REVISED: 2 03-03-17 REVISED: REVISED: REVISED: SEPT. 20, 2016 NS1607CHOPSTX 302 NEVILLE"1§TEF,,F�NS . I. P • ARC N. 0146 ARCHITfiC:TUR� • INTERIOR • • E�IGI�J ...' h Be ` 2�U,0 Q5 7 7 i 316 MIRACLE " MILE PLAN NOTES LEGEND CORAL ;;s, ram...; •..., ;...• 3 3 •4•• 3 4 • • 2 •••• • •••••0 ••• . •••• • TEL: 305.448.5299 9 0 AREA OF EXISTING BUILDING NOT IN SCOPE OF WORK FAX 305.444.0842 O O O C mike@nevillesteffens.com EXPOSED CONCRETE CEILING PAINTED MATTE BLACK greg@nevillesteffens.com 2 2 �3 GYP. BD. SOFFIT AT 8'-0" AFF MEP Engineer: 12 ® NEW EXHAUST HOOD AT T-0" TO BOTTOM 2 I. LEON and ASSOCIATES Inc:. O5 WALK-IN COOLER/FREE❑ER 15521 SW149Court Miami, FL 33187 EXIST. RESTROOM CEILING, LIGHTING, A/C SUPPLY AIR VENT, Tel: 305-232 0031 EXHAUST FAN TO REMAIN iieonandassc@Dellsouth.net 13 U7 NEW GYP. BD. SOFFIT AT 6-6" AFF 2 ® NEW GYP. BD. HEADER AT 8-0" AFF. Food Service Consultant: O9 CEILING FAN SURFACE MOUNTED FUNCTION BOX. AMERICANGRINpINGAND EouIPMENTCO, Inc. 9 1301 N Miami Ave. 2 0 10 GYP. BD. SOFFIT @ 9'-0" AFF. Miami, FL 33136 2 C 11 2'-0"X2'-0" ARMSTRONG CERAMAGUARD UN -PERFORATED ACOUSTIC Tel: 05estaurants@msn.co' TILE CEILING W/ ARMSTRONG AL PRELUDE PLUS SUSPENSION m SYSTEM W/ MIN. 12.ga WIRE HANGERS @ 48"C/C W/ POWER DRIVEN CEILING CLIPS W/ MIN: 0.30" HEAD PIN (0.145" SHANK). © o ® ® 13 NOTE: ACOUSTIC SUSPENSION NOTES TYPICALFOR ALL ACOUSTIC CEILINGS IN EOB. fl ft ft 12 12 EXPOSED, SUSPENDED, SPIRAL METAL DUCTWORK. O ® 13 SEIHO TURBO NO❑❑LE DISTRIBUTORS. 14 DRYWALL SOFFIT AT DUCT TRANSITION, C - 15 2'-0" x T-0" ACOUSTIC TILE CEILING. SEE SUSPENSION NOTE ABOVE. FE� I 1 4 3 ® al>< FIE-1 K < x_/ � 2 a O .B B ®❑03 1 2 0 0 WALL UNDER HOOD AT THIS LOCATION TO BE 2 BUILT UP TO BOTTOM SURFACE OF HOOD CONTROL BOX ABOVE. E T. EV T AC NE 7 1 CHOPSTICKS 1 1� LIGHT FIXTURE / CEILING LEGEND 2 7400 SW 57 CT. EXIST. TRACK LIGHT SYSTEM- SALVAGE AND RELOCATE EXIST. South Miami, FL TRACKS ❑'FIXTURES MOUNT FROM EXPOSED CONC. CLG 12 � CONSTRUCTION NEW PENDANT MOUNTED LED CHANDELIER LIGHT FIXTURE 5 O AT DINING AREAS DOCUMENTS 1 3 COPYRIGHT ® 2016 NEVILLE/STEFFENS LLP ❑❑ NEW RECESSED "HIGH HAT' LIGHT FIXTURE AT BAR SOFFITS. ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE OINSTRUMENTS OF SERVICE AND SMALL REMAIN THE PROPERTY OF 2 NEVILLE/STEEPENS LLP, WHETHER THE PRWECT FOR WMICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANM ON OTHER PROJECTS OR DETENTIONS TO THIS NEW 24" x 24" LED LAY -IN LIGHT FIXTURE WITH SCRUBBABLE PROJECT EXCEPT BY AGREEMENT IN WMM AND WITH APPROPRIATE 2 COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION of LENS SPEgFlCAM" WITHOUT THE WRITTEN CONSENT OF NEVILLE/ 2 STEFt S LLP IS PROHIBITED. O 1O SEAL: ® EXIST. 24"x 24" FLOURESCENT LIGHT FIXTURE - SALVAGE AND RELOCATE EXIST. FIXTURE a ® ® © AO EH O „ NEVILLE STEFFENS ARCHITECTS, LLP �"�0 Og O NEW 4„ �� dia LED RECESSED HI -HAT LIGHT FIXTURE IN FLORIDA REGISTRATION AA ODO3"B STEFFM WAITER STATION SOFFIT � REEGISTTRRA ARAR 1052 ® ® 2 NEW 6 dia LED RECESSED HI -HAT LIGHT FIXTURE 2 ® " " " AT NEW BAR FLORIDA REGISTRATION AR oo,los2 I CEILING AND RESTROOM CORRIDOR CEILING 14 8 REFLECTED CEILING PLAN 8 EXIST. EXIT SIGN TO BE REMOVED AND RE -INSTALLED ON WALL AT SAME LOCATION REVISED: REVISED: 2 03-03-17 EXIST. EMERGENCY LIGHT TO REMAIN OR SALVAGED AND REVISED: RE -INSTALLED IN NEW LOCATION AS PER SITE RE❑UIREMENTS REVISED: EXIST. OR NEW A/C SUPPLY AIR GRILLE REVISED: SEPT. 20, 2016 ® EXIST. OR NEW EXHAUST FAN I NS1607CHOPSTX 1303 rA_� REFLECTED CEILING PLAN 303 1/4 _V-0 y .... ... . . • .... **a 7 INTERIOR ELEVATION AT DINING AREA AND BAR �6� INTERIOR ELEVATION AT DINING AREA AND BAR 500 1/4„_1,_0, ELEVATION NOTES LEGEND ... • a ' ' •••' • NEV1C'LE78TEF�EN5••'LLP' O EXIST. CONCRETE CEILING STRUCTURE TO REMAIN - PAINT MATTE BLACK ARCH ITEC.TUR-5 . AR' 0&0346a6 O EXIST. GYP. BD. WALL FINISH TO REMAIN - PRIME AND PAINT COLOR TO BE SELECTED INTERIOR aD�SIW . '•:I�3 -2 00054W� O3 NEW 5/8" GYP. BD. WALL FINISH TO MATCH ❑ ALIGN W/ EXIST. GYP. BD. WALL FINISH 316 MIRACLI' MILT • ••' • ON GALV. MTL. FURRING STRIPS @ 12" o.c. CORAL GABLES, FL ..• 40 DASHED LINE INDICATES EDGE OF EXIST. GYP. BD. WALL FINISH 3 3 4...3 4....e •...• :••• • �5 EXIST. PTD. WD. WAINSCOT TO REMAIN • . TEL: 305448.5299""' ' ••� ��• • FAX: 305.444.0842 �6 EXIST. 5" WD. BASEBOARD TO REMAIN mike@nevillesteffens.com greg@nevillesteffens.com 77 NEW 5" WD. BASEBOARD TO MATCH EXIST. 8O AREA OF EXIST. BRICK WALL CLADDING TO BE REMOVED - REPLACE DAMAGED GYP. BD. MEP Engineer: W/ NEW 5/8" GYP. BD. PANELS ON EXIST. FURRING STRIPS (F.V.) TO MATCH AND ALIGN I. LEON and ASSOCIATES Inc.. WITH EXIST. AD❑4CENT GYP. BD. WALL FINISH - PRIME AND PAINT COLOR TO BE SELECTED 15521 SW149Court O NEW GYP. BD. SOFFIT ABOVE BAR COUNTERTOP Miami, FL 33187 10 NEW GYP. BD. HEADER ON 3 5/8"20 GA GALV. MTL. STUDS @ 16" O.C. - MATCH AND ALIGN Tel: 305-232-0031 W/ EXIST. GYP. BD. FINISH - PRIME AND PAINT COLOR TO BE SELECTED ileonandassc@[Jelisouth.net 11 STONE COUNTERTOP @WOOD VENEER FINISH ON BAR DIE WALL Food Service Consultant: AMERICAN GRINDING AND EEUIPMENT CO, Inc. 13 LINE OF BAR COUNTERTOP 1301 NMiami Ave. Miami, FL 33136 14 NEW UPHOLSTERED BAN❑UETTE SEATING ON MILLWORK FRAME Tel: 305- 15 NEW GYP BD PARTITION ON 3 5/8" 20 GA GALV MTL STUDS AT 16" o C - FINISH TO MATCH designingrestaurants@msn.com AND ALIGN W/ EXIST. GYP. BD. FINISH AS RE❑'D. - PRIME ❑ PAINT COLOR TO BE SELECTED 16 4' TILE BASE 17 TILE WALL FINISH TO 60" AFF ON DUROCK TILE BACKING BOARD 18 MOISTURE RESISTANT 5/8" GYP. BD. FINISH - PRIMED ❑ PAINTED COLOR TO BE SELECTED 19 NEW ADA COMPLIANT MIRROR 20 NEW LAVATORY W/ ADA COMPLIANT FAUCET - PROVIDE INSULATION ON EXPOSED PIPES AS RE❑'D BY USE OF HOT WATER (F.V.) 21 NEW ADA COMPLIANT TOILET AT 17" AFF 22 NEW ADA COMPLIANT TOILET PAPER DISPENSER RECESSED IN WALL - INSTALL AS PER MANUFACTURER'S INSTRUCTIONS 23 NEW 36" L STAINLESS STEEL GRAB BAR 24 NEW 42" L STAINLESS STEEL GRAB BAR 25 EXIST. EXTERIOR DOORS TO REMAIN 26 EXIST. WINDOWS TO REMAIN 27 NEW STAINLESS STEEL WALL CLADDING ON 58" GYP. BD. ON EXIST. FURRING STRIPS FROM FLOOR TO UNDERSIDE OF EXHAUST HOOD 28 NEW EXHAUST HOOD - SEE SHOP DRAWINGS 29 NEW KITCHEN E❑UIPMENT - SEE SHEET A-302 FOR FOOD SERVICE E❑UIPMENT PLAN 30 EXIST. ACOUSTICAL TILE CEILING 31 NEW ACOUSTICAL TILE CEILING AT 9'-0" AFF 32 NEW COVE LIGHTING IN SOFFIT /� INTERIOR ELEVATION AT DINING AREA /4� RESTROOM ELEVATION r3� RESTROOM ELEVATION 500 1/4 =1'-0 00 1 /4,�_1,_0„ 500 1/4 =1'-0 2INTERIOR ELEVATION/SECTION THRU DINING AREA BAR 500 1/4 ,)_1,_0), �11� INTERIOR ELEVATION AT BAR 500 1/4"=1'-0" CHOP STICKS 7400 SW 57 CT. South Miami, FL CONSTRUCTION DOCUMENTS COPYRIGHT ® 2016 NEVILLE/STEFFENS LLP ALL RIGHTS RESERVED. THESE DRAIYINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF NEVILIE/STEFFENS LLP, WETFIER THE PROJECT FOR WHICH THEY IiERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR DETEN11ONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND KITH APPROPRIATE COMPENSATION TO NEVULE/STEEPENS LLP REPRODUCTION OF SPECIFICATIONS V97OUT THE WRITTEN CONSENT OF NEVIILE/ STEFt S LLP IS PR"TED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA OW3466 1 FRANCIS MICHAEL STEFFENS i FLORIDA REGISTRATION AR 0011052 1 GREGORY NEVILLE FLORIDA REGISTRATION AR 0011052 INTERIOR ELEVATIONS REVISED: REVISED: & 03-03-17 REVISED: REVISED: REVISED: SEPT. 20, 2016 NS1607CHOPSTX A 500 DOOR SCHEDULE NO LOCATION - OPENING SIZE DOOR FRAM E THRESHOLD HARDWARE SET REMARKS LABEL FROM TO TYPE MATERIAL FINISH JAMB DEPTH MATERIAL D01 RECEPTION EXTERIOR (2) 36"w x 96"h B ALUM. FACTORY ALUM. INTEGRAL INTERGAL EXISTING DOOR TO REMAIN D02 RECEPTION EXTERIOR (2) 36"w x 96"h B ALUM. FACTORY ALUM. INTEGRAL INTERGAL EXISTING DOOR TO REMAIN D03 BAR SEATING EXTERIOR (2) 36"w x 96"h B ALUM. FACTORY ALUM. INTEGRAL INTERGAL EXISTING DOOR TO REMAIN -D04 BAR SEATING EXTERIOR (2) 36"w x 96"h B ALUM. FACTORY ALUM. INTEGRAL INTERGAL EXISTING DOOR TO REMAIN D05 MENS BATH CORRIDOR 36"w x 80"h A SC. WD. PAINT METAL WASHROOM EXISTING DOOR TO REMAIN D06 WOMENS BATH CORRIDOR 36"w x 80"h A SC. WD. PAINT METAL WASHROOM D07 KITCHEN CORRIDOR 36"w x 80"h C ALUM. FACTORY METAL DOUBLE ACTING HINGES D08 EXTERIOR PARKING KITCHEN 36" w x 80"h A METAL PAINT METAL — EXISTING DOOR TO REMAIN DOOR No. 7 TO BE E❑UIPPED W/ DOUBLE DOORS No. 1, 2, 3, 4, 5 AND 8 ARE EXISTING ACTING COMMERCIAL HARDWARE BY CCI DOORS TO REMAIN. INDUSTRIES (800-854-5719) OR ARCHITECT APPROVED E❑ UAL FOR 180 degree SWING DOOR No. 1 IS TO HAVE A SIGN AFFIXED NEXT TO OR ON THE DOOR THAT READS: DOOR No. 7 TO BE STAINLESS STEEL CLAD THIS DOOR SHALL REMAIN UNLOCKED DOOR WITH GASKETED VIEW PANEL CAT. I DURING BUSINESS HOURS. SAFETY GLASS (LITE ❑ 9 S.F.) DOOR No. 3 IS TO HAVE PANIC HARDWARE AND A CLOSER ATTACHED TO THE OPERABLE LEAF. %� DOOR SCHEDULE 800 0 o O A B C FLUSH FRENCH VIEW PANEL /'2_�'\ DOOR TYPES �s � SLAB REPAIR AT TRENCH DETAIL �01 N.T.S. 0 GA MTL. STUDS 19x4" WD. STUD FRAME OTE: PROVIDE WALL HUNG LAV. ONCEALED MOUNTING DEVICE S PER MANUF. SPECIFICATIONS LSO, SEE RESTROOM NOTE #2 BOVE. KT� LAVATORY WALL MOUNTING DETAIL 80 N.T.S.. ^`^' ^' JT EXISTING SLAB FOR NEW TRENCH. \ND EPDXY #4 x V-4", 4" INTO EXISTING D, 24" c/c EACH SIDE. 11 EW.. PERSPECTIVE VIEW N.T.S. L Y Grab Bar Anchor Plate Overall Span Part Number* Anchor Plate X Length L 36"[914mm] 2562-36 48"[1219mm] Single —Point Attachment or Span Over 36" 2562-0 24"[610mm] Screws 2 Provided For 1 /4-20 Round —Head Each Grab Bar Stainless Steel Flange Machine Screws GRAB BAR MOUNTING DETAIL 0 N.T.S. Al 0 A 38 1 UL SYSTEM NO. C—AJ-2031 NEVILLE I T FENS'a LLB F RATINGS — 2 AND 3 HR. (SEE ITEM 313) T RATINGS — 0, 1 1/2 AND 2 HR. SEE 3B)_ ARCHITECTURE... AR *000346:6 ' ' INTERIOR DESIGN I I!" 2 6.0 0 0 5T'f 316 MIRACLE k%6& some. •ee •eoo CORAL GABL:,,-FL,* a' A 2 3 3 1 3: :' 'ssm' :...' . .:L�• . . . I 1. FLOOR OR WALL ASSEMBLY — MIN. 4 1/2" THICK REINFORCED CONCRETE. TEL: 305.448.5299 FAX: 305.444.0842 2. THROUGH PENETRANTS — ONE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER mike@nevillesteffens.com CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE PIPE; CONDUIT OR greg@nevilfesteffens.com TUBING TO BE REGIDLY SUPORTED ON BOTH SIDES OF FLOOR OR WALL. THE FOLLOWING TYPES AND SIZES OF PIPES, CONDUITES OR TUBING MAY. BE USED: POLYVINYL CHLORIDE (PVC) PIPE — NOM 2" DIAMETER (OR SMALLER) SCHEDULE 40 MEP Engineer A. CELLULAR OR SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED DRAIN, WASTE OR VENT PIPING SYSTEMS. THE ANULLAR SPACE SHALL BE A' MIN. I. LEON and ASSOCIATES Inc.. OF 5/16� TO A MAX OF 13/16� Court SL 3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:: 331 Miami, FL 33187 Miami A. PACKING MATERIAL — (NOT SHOWN) - MIN 1" THICKNESS OF MIN. 4 PCF MINERAL WOOL BATT INSULATION, MIN 3/4" PCF FIBERGLASS INSULATION OR NOM. 1" DIAMETER POLYURETHANE BACKER ROD FIRMLY PACKED INTO .OPENING AS A FORM. PACKING MATERIAL TO BE RECESSED Tel: 305-232-0031 FROM TOP SURFACE OF FLOOR OR FROM THICKNESS OF FILL MATERIAL ileonandassc@Dellsouth.net B. FILL, VOID OR CAVITY MATERIAL — SEALANT — FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF CONCRETE FLOOR OR WITH BOTH SURFACES OF WALL. ',THE F AND T RATINGS OF THE FIRESTOP SYSTEM ARE DEPENDENT UPON THE TYPE AND MAX. DIAMETER Food Service Consultant: OF THROUGH PENETRANT, TYPE OF PIPING SYSTEM, TYPE AND USE OF PACKING MATERIAL AND MIN. THICKNESS OF THE FILL MATERIAL AMERICAN GRINDING AND EOUIPMENT CO, Inc. UL SYSTEM NO. C-AJ-2031 CONC. FLOOR/WALL — PVC 1301'N Miami Ave. Miami, FL 33136 r3� U.L. PENETRATION DETAIL Tel: 305- d e s i g n i ng resta u ra n ts@ m s n. co m 80 N.T.S. — — A 5 1 UL SYSTEM NO. C AJ 1008 FRATINGS - 3 HR. T RATINGS - 0, 1 1/2 AND 3 HR. (SEE 5) A 2 1. FLOOR OR WALL ASSEMBLY - MIN. 4 1/2" THICK REINFORCED CONCRETE. 2. METALLIC PIPE ,- MAX 6" DIAMETER (OR SMALLER) REIGID GALV. STEEL CONDUIT, SCHED.10 (OR HEAVIER) STEEL PIPE OR MAX. 4" DIAMETER (OR SMALLER) STEEL EMT CONDUIT CENTERED IN THE OPENING. PIPE TO BE RIGIDLY SUPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE T RATING OF THE SYSTEM IS DEPENDENT ON THE SIZE OF THE CONDUIT. 3. FORMS - (NOT SHOWN, OPTIONAL) - USED AS A FORM TO PREVENT LEAKAGE OF FILL MATERIAL DURING INSTALLATION. FORMS TO BE A RIGID SHEET MATERIAL, CUT TO FIT THE CONTOUR OF THE PENETRATING ITEM. FORMS FRICTION FITTED INTO THE OPENING OR 'LOCATED :ON UNDERSIDE OF FLOOR` ON BOTH SIDES OF WALL TO PREVETN LEAKAGE OF FILL MATERIAL. REMOVE AFTER FILL HAS CURED. 4 PACKING MATERIAL - (NOT SHOWN, OPTIONAL) - MINERAL WOOL BATT INSULATION FIRMLY PACKED BETWEEN THE FORMS AND PENETRATING ITEMS TO PREVENT THE LEAKAGE OF FILL MATERIAL. THE MATERIAL MAY BE REMOVED AFTER THE FILL MATERIAL HAS CURED. 5. FILL, VOID OR CAVITY MATERIAL' - SEALANT — FILL MATERIAL APPLIED WITHIN ANNULUS,' FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF WALL. THE T RATING OF THE SYSTEM IS DEPENDENT UPON THE SIZE' OF THE PENETRATING ITEM, NOM ANNULAR SPACE WITHIN OPENING AND THICKNESS OF THE MATERIAL UL SYSTEM NO. C-AJ-1008 CONC. FLOOR/WALL — 'STEEL PIPE/CONDUIT '4� U.L. PENETRATION DETAIL 80 N.T.S. CHOP STICKS A 3 UL SYSTEM NO. W—L-2082 4 F RATINGS — 1 HR. & 2 HR. (SEE ITEM 1) 4 T RATINGS - 1 /4 & 1 HR. (SEE ITEM 3) 1A 7400 SW 57 CT. A 2 1B South Miami, FL 1. WALL ASSEMBLY - THE 1 OR 2 HR FIRE` RATED GYPSUM WALLBOARD/STUD WALL CONSTRUCTION ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN DOCUMENTS THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN TEH UL` FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: COPYRIGHT ® 2016 NEVILLE/STEFFENS UP A. STUDS — WALL FRAMING MAY CONSIST OF EITHER 'WOOD STUDS OR STEEL CHANNEL STUDS. „ „ STEEL STUDS TO BE MIN 2 1 2 WIDE AND SPACED MAX 24 oc. OR ALL RIGHTS RESERVED. THESE AND ARE K GYPSUM WALLBOARD B. WALLBOARD, GYPSUM — ONE TWO LAYERS OF NOM, 1 /2" OR 5/8" THICK THE PR07IONS INSTRUMENTS of SERVICE .AND srIALL REMAIN THE PROPERTY of SHALL AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. THE HOURLY F RATING OF THE NEVILLE/STEFFEWs LLP, UED O THE PROJECT FOR T M THEY 'HERE PREPARED IS EXECUTED OR NOT. TREY P@tE NOT TO 6E USED FIRESTOP SYSTEM 1S EQUAL TO THE HOURLY FIRE 'RATING OF THE WALL ASSEMBLY IN WHICH IT IN ANY MANNER ON Orin PROJECTS OR DETENTIONS To TIi15 IS INSTALLD. FRMNTH APPROPRIATE COMPERSATION TO NEV�Tt T IN LLP RREfNG �oDFUCTION OF 2. THROUGH PENETRANTS - ONE 'NONMETALLIC PIPE TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. sM-FENs up � PMwr THE IORITTEN coNSENT OF I�VILLE/ sTt:FFENs LLP IS PRTJM1ED. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE '`FOLLOWING TYPES AND SEAL: SIZES OF NONMETALLIC PIPES MAY BE USED: A. POLYVINYL- CHLORIDE (PVC) PIPE - (NOM 1 1/2", 2", 3" AND 4" DIAMETER SCHEDULE 40 SOLID OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) 'OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. 3. FIRESTOP DEVICE — GALV. STEEL COLLAR LINED WITH INTUMESCENT WRAP STRIPS SIZED TO FIT THE SPECIFIC DIAMETER OF THE THROUGH PENETRANT. PRIOR TO THE INSTALLATION' OF THE DEVICE INTO NEVILLE STEFFENs ARCHITECTS, LLP THE OPENING, THE GYPSUM WALLBOARD IS TO BE NOTCHED ON ONE SIDE OF WALL TO ALLOW FLORIDA REGISTRATION AA OMM MA191M MRa9AL STEFFENS THE INSERTION' OF THE DEVICE WITH THE HOSE CLAMP INTO THE OPENING. NOTCHED ° OPENING' TO BE rL RIDA REGISTRATMN AR 0011052, GREGORY NEVILLE COMPLETELY FILLED WITH FILL, VOID, OR CAVITY MATERIAL. DEVICE SHALL BE INSTALLED AROUND FLORIDA REGISTRATION AR 0011052 THROUGH -PENETRANT IN ACCORDANCE WITH ACCOMPANYING INSTALLATION'' INSTRUCTIONS. THE DEVICE SIZE, DIAMETER OF OPENING IN WALL AND ANNULAR SPACE BETWEEN PIPE AND PERIPHERY 'SHOWN` SECTIONS El DETAILS OF THE OPENING IS DEPENDENT UPON THE PIPE -DIAMETER AS IN THE FOLLOWING TABLE: I REVISED: A 12-05-16 review cmts. NOM PIPE DEVICE SIZE DIAM. OF ANNULAR SPACE REVISED: 2 03-03-17 DIAM. IN. , OPENING IN. IN. 1 1/2 TS 1 1/2 3 9/ 16 REVISED: 2 TS2 3 1/2 9/16 3 TS3 4 3/4 5/8 REVISED: REVISED: 4 TS4 6 1/2 3/4-1 1 /4 4. FILL, VOID OR CAVITY MATERIAL — CAULK - MIN 1 /4" BEAD OF FILL MATERIAL' TO BE APPLIED SEPT. 20, 2016 AT THE INTERFACE OF THE GYPSUM WALL AND FIRESTOP DEVICE AND AT THE INTERFACE OF THE PIPE AND FIRESTOP DEVICE. ADDITIONAL FILL MATERIAL TO BE APPLIED TO FILL THE NOTCH CREATED FOR THE HOSE CLAMP TO THE FULL DEPTH OF THE WALLBOARD. NS1607CHOPSTX UL SYSTEM NO. W-L-2082 GYP. BD. WALL/PVC PIPE I I U.L. PENETRATION DETAIL A 802 80 N.T.S. SITE PLAN AT THASH 1=NULUSUHL SCALE: 1/ 4"=1'-0" 1'-0" it 00 5—� 4#5 VERT. #3 TIES 0 8" O.C. TC TC TC 00 COLUMN DETAIL SCALE:1 2 —1 0 TC TC 11 —4 PARTIAL PLAN AT TRASH ENCLOSURE SCALE: 1 /4"=1'-0" 2 I INTERIOR DM13N• :LS-.2600.R577 316 MIRACLE MILE CORAL GABVS•FL ..... 3 3 1 : 3''.4 TEL: 305.448.5299 FAX: 305.444.0842 00200 BUILDING CODES: 03300 CAST -IN -PLACE CONCRETE: mike@nevillesteffens.com greg@nevillesteffens.com 2014 FLORIDA BUILDING CODE TO BE MIXED AND PLACED IN ACCORDANCE WITH 'ACI 301. ALL CONCRETE MEP Ellglfl@@t": EXPOSED TO SALTWATER AND/OR SALTWATER SPRAY IN COASTAL CONSTRUCTION 00500 STRUCTURAL LOADING: SHALL ` HAVE MAXIMUM WATER/CEMENT RATIO OF 0.40. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: I. LEON and ASSOCIATES Inc.. THE STRUCTURE HAS BEEN DESIGNED 1N ACCORD WITH THE BUILDING CODE ALL 'STRUCTURAL ELEMENTS F'C _ 4000 PSI U.N.O. 15521 SW 149 Court AND/OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN - BELOW` Miami, FL 33187 UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT Tel 305-232-0031 LOADING CRITERIA. REFER TO DRAWINGS FOR LOAD SCHEDULE. 03610 EPDXY AND EPDXY GROUT: ileonandassc@bellsouth.lnet WIND LOAD AS PER ASCE 7-10. (WIND VELOCITY 175 MPH) EXP. D, 1=1.0 EPDXY FOR REINFORCING AND ANCHORS SHALL BE HILTI-HIT HY 150 EPDXY GCP f 0.18 OR 'APPROVED `EQUIVALENT, ` UNLESS OTHERWISE NOTED ON 'DRAWINGS. Food S@CYIC@1 Consultant: REPAIRS OF CONCRETE CRACKS AND SPALLING SHALL BE MADE WITH AMERICAN GRINDING AND EQUIPMENT CO, Inc. MASTER BUILDERS MASTERPATCH 90 OR APPROVED EQUIVALENT. 1301 N Miami Ave. , 01051 DRAWING DIMENSIONS AND COORDINATION Miami, FL 33136 DIMENSIONAL INFORMATION,' PRICING, ALL DETAILS AND CONSTRUCTION 'SHALL 04220 CONCRETE MASONRY UNIT: Tel 305- BE BASED ON THE ENTIRE SET OF CONTRACT DOCUMENTS. COORDINATE THE designingrestaurants@msn.com REQUIREMENTS OF ALL PROFESSIONALS. USE INFORMATION FROM APPROVED ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH THE PORTLAND CEMENT SHOP DRAWINGS TO SUPPLEMENT CONTRACT DOCUMENTS WHERE NECESSARY. ASSOCIATION CONCRETE MASONRY HANDBOOK", ACI-530/530.1-11 AND ALL APPLICABLE REPORT ANY DISCREPANCIES TO THE ARCHITECT PRIOR' TO PROCEEDING. LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C 90, AND REINFORCED WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, WITH #9 GAGE LADDER TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR -WHERE ONE 16" O.C. ALL MASONRY TO BE LAID IN TYPE "S" MORTAR (1800 PSI ON THE JOB)' MATERIAL ADJOINS A PREVIOUSLY PLACED MATERIAL WITH A ' MORE RESTRICTIVE WITH FULL HEAD AND BED . JOINTS. THE COMPRESSIVE STRENGTH OF CONCRETE TOLERANCE THAN THE IN —PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD MASONRY (F'c) TO BE NOT LESS THAN 1800 PSI. MASONRY PRISM TESTS PER ASTM E447 MEASUREMENTS AS REQUIRED TO COMPLETE .SHOP DRAWINGS AND METHOD .B SHALL BE PROVIDED '2 TESTS PER 4000 SQ FT OF ' EXTERIOR WALL. ALL MASONRY INSTALLATION. REPORT ANY DISCREPANCIES EXCEEDING 3% BETWEEN FIELD - CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN -MEMBERS` AND TIED TO FRAME MEASURED DIMENSIONS AND SCALED DRAWING DIMENSIONS TO ARCHITECT BY EXTENDING HORIZONTAL JOINT REINFORCING A MINIMUM .OF 4" INTO - CONCRETE BEFORE PROCEEDING WITH WORK. TIE -COLUMN. PROVIDE 12 GAGE GALVANIZED DOVETAIL TRIANGULAR TIES (BY DUR—O-WALL, WHERE A LINE OF STRUCTURE, OPENING LOCATION, OR DIMENSION IS CRITICAL OR -EQUIVALENT) AT 16" O.C. WHERE CONCRETE FRAME IS PLACED PRIOR TO MASONRY, AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE' OR SUBCONTRACTOR, UNLESS NOTED OTHERWISE IN DRAWINGS. THAT SUBCONTRACTOR SHALL SUBMIT A SHOP DRAWING WITH THE REQUIRED PROVIDE ' DADE COUNTY APPROVED PRECAST LINTEL (AT INTERIOR WALLS ONLY) OR 802 DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE CONCRETE; BEAM ;WITH 2#5 TOP AND ' BOTTOM, #308" TIES AT ALL MASONRY OPENINGS LAYOUT AND CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN 8'0" LONG OR SMALLER. WALL SYSTEMS, ARCHITECTURAL PRECAST SYSTEMS, AND ALL MECHANICAL AND LAPS WITHIN REINFORCED MASONRY SHALL BE PER ACI SEC 2.1.7.7.1 ELECTRICAL OPENINGS. MINIMUM SPLICE LENGTH IN MASONRY CONSTRUCTION: #5 - 23" THE ENGINEER WILL CLOUD OR OTHERWISE INDICATE REVISIONS TO THESE #6 - 42" DOCUMENTS ONLY AFTER THEY HAVE BEEN ISSUED FOR CONSTRUCTION OR FINAL #7 — 57" PRICING. CHANGES PRIOR TO THAT DATE WILL NOT BE CLOUDED. CHANGES AND/OR REVISIONS AFTER THE CONSTRUCTION OR FINAL ' PRICING ` ISSUE WILL BE CLOUDED IN AN ATTEMPT TO BRING TO THE CONTRACTOR'S ATTENTION ANY CONTRACTOR SHALL COORDINATE ; PLACING OF DOWELS TO ACCOMODATE MAJOR ITEMS, HOWEVER, IT SHALL BE SOLELY THE CONTRACTOR'S MODULE OF MASONRY UNITS., ALL VERTICAL CELLS AND BEAMS WITH RESPONSIBILITY TO COORDINATE THE PRICING AND CONSTRUCTION OF- ALL REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI REQUIREMENTS OF THESE DOCUMENTS, INCLUDING REVISIONS (FLAGGED OR CONCRETE WITH #8` COARSE AGGREGATE.' (8"-11" SLUMP). USE HIGH -SLUMP UN -FLAGGED) WITH ALL OF HIS SUPPLIERS AND SUBCONTRACTORS. (SUPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 4'. WHERE HEIGHT OF OPEN CELL EXCEEDS 4', USE HIGH -LIFT GROUTING TECHNIQUE WHICH REQUIRES A 03200 CONCRETE REINFORCEMENT: CLEAN -OUT OPENING AT THE BOTTOM OF ALL REINFORCED CELLS AND PLACING THE GROUT IN MAXIMUM 4' LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIFTS. ALL WORK SHALL BE IN ACCORD WITH ACI 301, ACI 3159 ACI - 318-11, CRSI EXTERIOR WALLS TO BE REINFORCED WITH #5048" O.C. ' VERTICAL U.N.O. ON "MANUAL OF STANDARD PRACTICE" , 2009. DRAWINGS. BARS SHALL CONFORM TO ASTM SPECIFICATION A615), GRADE 60. WELDED WIRE FABRIC SHALL -CONFORM TO ASTM A185. NO WELDING OF REINFORCING SHALL SHALL BE PERMITTED UNLESS IN ACCORD W/ ANSI/AWS D1.4 AND PERFORMED ONLY UNDER DIRECT SUPERVISION OF OWNER'S REPRESENTATIVE. CHOP STICKS 7400 SW 57 CT. South Miami, FL CONSTRUCTION I DOCUMENTS 0F ,CAL) TH MIA _ a.Jii, 7ttJ� �1'PT. I COPYRIGHT O 2016 PEVIL11AMTE11 LLP •• 11t.TURA3R 1fl© VTR ALL RIGI15 RESERVED. THESE DRAWINGS AND SPECFICATIONS ARE INSHRUMENTS OF SERVICE AND (SHALL REMAIN THE PROPER TY OF NEVILLE LIP, WHETHER THE PR04ECT FOR WHXMR THEY ARCED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED HERE P�tEP • WEIR ®Y6 IN ANY MANNER ON OTHER PROJECTS OR DETEN1= TO THIS .14 PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO NEVILE/STEFFENS LLP REPRODUCTION OF SPECFICATICNS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEEPENS LLP IS PROHBITED. SEAL: NEVILLE STEEPENS ARCHITECTS, LLP FLORIDA REGISTRATION M 0003M FRANCIS MICHAEL SIEFFENS I FLORIDA REGISTRATION AR =1052 GREGORY NEVILLE 8" 0 2" TIEBEAM W/ 4#5 FLORIDA REGISTRATION AR 0011052 AND #3 SITRRUPS AT 12" O.C. I REVISED: 8" CMU REINF W/#5024" REVISED: O.0 MAX VERT. AND 9 GAUGE HORIZ JOINT REINF REVISED: REVISED: AT 16" O.C. HORIZ. REVISED: SEPT. 20, 2016 - #5012" E.W. TOF AND DOUGLAS B. TIMIVjO NS BOTTOM ``e�/I►►►►lee�w��i FL P.E.# 39259 Ca,.•• E •.,•til ,,� .' �,� C N S .;� - F o MAR 0 3 2017 2 CORNER' BARS r)_TO 48" NS1607CHOPSTX . • - ; BAR DIA. 2'-6;.No MATCH LONG DINAL EINF. 39259 •;N _I I SECTION @ TRASH ENCLOSURE SCALE: 3/4"=1'-O" STATE OF ' iffi1111 �,, GREASE INTERCEPTOR CALCULATIONS -BASED ON 4" @ 1 /8" PIPE SIZE I I I I PER PDI-G101(8.03) EPC-1003.3.4 9 2- MINUTE DRAIN (� .:EXIST.... F.C.O. 75 GPM G.I. REQUIRED - SCHIER GB250 OR EQUAL 100 GPM, 275 GALLONS CAP., 1076 # GREASE RETENTION. IFL=■ ESTIMATED EQUIVALENT 56 SEATS x 6 MEALS) = 336 MEALS PER DAY. PUMP OUT FREQUENCY I SAMPLING PORT 1076/((336x 0.0355 (HIGH GREASE)) = 90 DAYS CYCLE 2 — — I OL — — — — — — — SAMPLING PORT SHALL BE PROVIDED WITH 24" HORIZONTAL, 48" VERTICAL CLEARANCE AND BE ACCESSIBLE WITHOUT HAVING TO REMOVE ANY MERCHA DIZE-- I AND NO STANDING WATER. ® W NEW 3" G.W. 1 1 �► 1 I ti► h'- -- 29 dFU WI I I L--- ---- --- — L— --- - --_ ---- F_ . 2-A, P4 246A, GAIL.`,/1 INIIJA IUIC l .. a U. i i ! wI NEVILLE / STEFFENS LLP I L — — — — — — — — —J (I�j I ARCHITECTURE AR 0003466 INTERIOR DES IGIW I B 26000577 I �I I � I 316 .MIRACLE MILE CORAL GABLES, FL 1 DININGEAREA 1 3 3 1 3 4 I I 1 Z TEL: 305.448.52991 Ql FLOOR SK. DRAINAGE - 2 dFU TYP. FAX: 305.444.0842 — — — — — — — — — — - _ CO (I� (MOSTLY CLEAR WATER mike@nevMesteffens.com � l ° greg@nevlflesfieffens.oam CD I �. EXIST. F. .0. \ z`► �r�l,y....j,..* �I SAMPLING PORT I I w:� NO 401 IS i I ---- i ----- ------ I 11 I I NEW 4" G.W. _ — — — oLJI r I FI \ 1 p I I 0`•. STATE OF L — — — — I cn I I 2 oI I ---- -- _._. ro I�NAL11 SCHIER GB 250 ml I 1 I (GREASE INTERCEPTOR WITH 111 I' ITRAFFIC LID AND ACCESS Q� DINING AREA I I S. I I II „ I --- II 1 l MEP Engine er: CA # 6577 MANHOLE EXIST. STAIR I Leon and Assoc., Inc.�, aCD 15521 S.W.149th. CT. J/ z N Miami, FL 33187 �I II17/ Tel: 305-232-0031 I I w P_1\ 00000 I I� 1 I I I I \ I ILu I I I EXIST_ STAIR I I \ I I P I �-- 1 I I I I \ � Fax: 305-232.0031 „F - HQR DASHED -, (PIN REPRESENTS { ' r Structural Engineer �.LI P PING SECTION I J l I ) Cornerstone Engineering Partnemrilp, Inc. = 12924 SW 114 Ct. POLLUTION CONTROL UNIT I I I o Miami, FL 33176 :Ln I\\ I I 6 N N I Tel: 766-236.4712 I \ g N I Fax: 305-256-1017 Ilion EXISTI 11 I'I \ 5 o . BLDG. LOBBY EXIST. BLDG. LOBBY I _ _ I I — � — — — — — a I I I — — — 4"F. s. ,� 1 � bz• �L , J � I - 1 I I —� I i w 711 _ - - - - - I �°'-ems Food Service Consultant L I j I 4 - 4 ws a HOSPITALITY KITCHEN DESIGN Z I _ f EXIST. ELEV. EXI . EL OR I — _ 3t)1 Crawford Blvd. LL1I MACHINE RM. I W I I I I CC Boca Raton, FL 33432 i 1 I n Q I © � EXIST. STAIR „^ = I © I 1 Tel: 561-246-3707 1 "' N „ EXI ELEV TOR I I 1 � ^ = 11 I_ 3„@ 1/ EXIST. ELEV. 3 F.D. �w MACHINE RM' i 11I III IILl i 1 4" FILTERED 0T0 � 03 71 I 1 1 „T.o. \ 6 m 1 �.I „@1 ,, U� CHOP STICKS N j i I n BAR SEATING AREA EXIST. STAIR I 3-00 »F.s. ` _ 11 I I e O - 7400 SW 74th. COURT I I I O OMEN'S l I -- i -- I�ItPtMI, FLORIDA I I I --R sTRoonn N sy i I i "GAs bo R ESTR I M I I ffi I I COR 00R. I l C01�STRUCTigf 7 7 ---�J o _ o _ @1/ DOCUMENTS - - - ----- - --- ---- - - - -- - - --.._..- - - - - - - - --, WALL INLET/EXHUAST F.S. I 3„ -- - 3, L.._.J TERMINAL-8'O" A.F.G. ❑ ❑ ❑ EXISTING 1-1/4" P.B.P. I N R I MINIMUM. � .� I 4" CATEGORY III VENT v EXISTING 11/4" CWs L" 1 BAR SEATING AREA SLOPE TOWARD TERMINAL r ID (ROUTE AS HIGH AS POSSIBLE) 3„@1 L — — — — I WC I N LAV. 3"F.D. /T.P. N KEY LEGEND: W - � � � MEWS \11 �, N � �— — — — — - — O'I CONNECT TO EXISTING 4" SEWER LINE CONTRACTOR I I RE TROOM I �I 1\ N 1 = F:S. ti SHALL LOCATE. LINE, DIRECTION OF .FLAW AND REQUIRED I -1 O. 1 4 _ INVERT ELEVATION FOR CONNECTION OF NEW LINE I N -- _ s;zr ^�. BEFORE ANY WORK IS DONE, FAILURE TO VERIFY REQUIRED INFORMATION SHALL BE THE SOLE RESPONSIBILITY EN'$ OF THE CONTRACTOR: R STRO�OM I i I a d; f / _ �` / 1 I (EXISTING)' 1 I I 3"©1 8/ � OLOCATE AND CONNECT TO EXISTING 1-1/4 CWS I 1 1 CORRIDOR 1 EXACT LOCATION IS SUBJECT TO FIELD VERIFICATION I 2 i i 1 -o .3/4"FILTERED . .. 1W. 2-1/2" GAS LINE DOWN TO _APPLIANCES UNDER _HOOD I=1yIr -3- -. "Fs. �; �aJ3 F.S. PROVIDE SOLENOID VALVE INTERLOCKED WITH HOOD FIRE �^ FIRE SUPPRESSION SYSTEM, PROVIDE SERVICE S.O.V. 'AHEAD 0 OF AUTO CONTROL VALVE. O4 PROVIDE 1-1/4" REDUCED PRESSURE BACKFLOW PREVENT ER m MOUNTED ON WALL FOR PCU. OPCU (POLLUTION CONTROL UNIT), REFER TO HOOD SHOP DRAWINGS FOR REQUIREMENTS. 2-1 /2" PCU COMPARTMENT DRAIN (REFER TO PCU SHOP DRAWINGS) 7O(TLGWH) TANK -LESS WATER HEATER NORITZ MODEL N-0931M-DV " (199,000 BTU/hr) ® LOCATE & CONNECT TO EXISTING VENT LINE. O WITH FLORIDA CITY GAS CO., GAS METER & PRESSURE REGULATOR, GPHONE 30 COORDINATE 835 3604 PLUMBING FLOOR PLAN P_ SCALE 1 /419 � = 1'-O, and I #NdH I-H3>I COPYRIGHT® 2015 NEVILLE( STEFFENS LLP ALLRIGHTS RESERVED. THESE INSTRUCMETS OF SERVICE AND NEVILLE/STEFFENS LLP, WHE�HER DRAWINGS AND SPECIFICATIONS ARE SHALL REMAIN THE PROPERTY OF THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUT D OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECT EXCEPT BY AGREEMENT ROJECTS OR EXTENTIONS TO THIS IN WRITING AND WITH APPROPRIATE COMPENSATION Tp NEVILLE/ TEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITE . SEAL: NEVILLE STET FLORIDA REGISTRATION FENS ARCHITECTS, LLP AA 0003466 FRANCIS M§AEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: 6/22/2016 REVISED: ADDED FD' RELOCATED & C.I. PIPE SECTION G.I. 02 10 2017 REVISED: 2, CO ST. SET 03/10/2017 REVISED: REVISED: 09/23/2016 PM NOTE: SAMPLING PORT/ G.I. SHALL BE ACCESSIBLE AT ALL TIMES FOR CLEANING AND SAMPLING SAMPLING PORT SCHIER GB-250 O GREASE INTERCEPTOR WITH TRAFFIC LID AND ACCESS MANHOLE « 3" 2g ��/8" F �'�• LO O J 0 a ,BPS � 3 d � �I �C SHORT DASHED i \� �.�•3,, I o PIPING REPRESENTS i \ •. ®� I O,,�s C.I. PIPING SECTION 2''`�' � \ ''••/8'' I -•' 3 of I /8" 14 of 2"v I 3' E•p o Z to 31 3°FS 2 I 8 4 I � 3 � ��.�• 3 � \ 8to \ I Lh all VjG p \ I O\ I \ I \ 3,,�5 P�1 /Sp 25 N I ®1/$ I EQ�1 REQ � fo R 3 $ d FER ��O NOTE: 1 S��Ep�P0 1. ALL I.W.'S `WITH DEVELOPED LONGER N THAN 4'-0" DEVELOPED LENGTH SHALL BE NI m m 1 PROVIDED WITH P—TRAP m 2. ALL F.D./F.S. WITHOUT I.W. SHALL BE PROVIDED WITH TRAP RE —SEAL I: mmm j 0 800 3 1 /To 3„@1/8 3p�,1/8 SANITARY RISER NO SCALE too1 8 329 dF� �L18 ••••• • • .' . • • •. . ••• • • . . . . • 0.0 TRAFFIC LID COVER SECURE • • • • e • SCREWS •••• • 1 ••••• •• ••• • ,••*a • FINAL THREADED C.D. GRADE PLUG 4"0 FI NAL 3„0 GRADE Z 4» x 12" colvc. NEVILLE / STEFFENS LLP PAD FLUSH W/ SLIP JOINT 4"0 FINAL GRADE ARCHITECTURE AR 0003466 (OR AS PART OF TRAFFIC DESM SLAB OVER G.I. WHEN PROVIDED)) INTERIORI B 26000577 316 MIRACLE ftE SAMPLING PORT DETAILS C.O. ACCESS EXTERIOR- TYPE CORAL GES, FL 3 3 1 3 4 TEL: 305.448.5299 , FAX: 305.444.0842 mike@nevftsteffens.com greg@neviltesteffens.co v � No 401 I STATE F 7 4Q Z . i 1 / ll MEP En ineer: CA # 6577 I. Leon and Assoc., Inc. 1 15521 S.W.149th. CT. 01 Miami, FL 33187 TeL 305-232-0031 Fax. 305.232-0031 Structural Engineer glp�vTMf pl f I��R 1.16�P I \ \ I Q Cornerstone Engineering artnership, Inc. 12924 SW 114 Ct. �pl / Miami, FL 33176 `C \ / P 6F 101 Tel: 7W236-4712 Rp , Fax: 305-256-1017 �'' ipiR`JVIp p RFQF MINE F � �cl�� , , cE MakER o % � x� ,f Food Service Canswltant SglirF E T �lpR l \ O \ _10FSIG � �3 rn rn HOSPITALITY KITCHEN DEN UPpIYS�eMaER 301 Crawford Blvd. Suite 200 Boca Raton, FL 33432 4 Tel: 561-246-3707 ro CHOP STICKS � A� rO \\r 7400 SW 74th. COURT I Mt7R11011,FLORIDA \\� \LOt� N CONSTRUCTION DOCUM-ENTs TO COPYRIGHT® 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUCMETS OF Ivp ��• OPERTY OF NEVILLE/STEFFENS LLP, SHALLE AND WHETHERTHE PROJECT FOR �ORWHICH THEY z� O(T T1�G WERE PREPARED IS EXECUTED IOR NOT. THEY ARE NOT TO BE USED G cc IN ANY MANNER ON OTHER PROJECTS OR EXTENTIONS TO THIS I'0f E�17 m . PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE " 0 sd.I I /2 � COMPENSATION TO NEVILLE/STEEPENS LLP REPRODUCTION OF y'^M SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITED. SEAL: O 3\� NEVILLE STEEPENS ARCHITECTS, LLP FLORIDA` REGISTRATION AA 0003466 FRANCIS MICH'AEL STEFFENS ' FLORIDA REGISTRATION AR 0011052 WATER RISER NO SCALE REVISED: 6/22/2016 REVISED: REV. PER DERM — 11-15-2016 REVISED: 2. ADDED FD S & C.I. PIPE SECTION RELOCATED G.I. 02/10/2017 REVISED: 3. CONST. SET 03/10/2017 REVISED: PLUMBING NOTES PLUMBING �`7SPECIFICATIONS ALL WORK HALL COMPLY WITH FBC-2014 ED. 1. DO NOT SCALE THE DRAWINGS. CONSULT THE ARCHITECT'S AND _ STRUCTURAL DRAWINGS FOR DIMENSIONS. GENERAL 2. CONSULT THE ARCHITECT'S DRAWINGS FOR ALL GRADE AND FINISH A. SEE ARCHITECTURAL FOR ADDITIONAL REQUIREMENTS FLOOR ELEVATIONS. I 3. ALL GRAVITY LINES SIZED TO SLOPE 1/8" PER FOOT(1/4" FOR 2" B. THE CONTRACTOR BEFORE COMMENCING ANY WORK, HALL VERIFY ALL GOVERNING DIMENSIONS AT THE SITE AND EXAMINE ADJOINING WOK ON WHICH ITS WORK WILL BE DEPENDENT AND UNDER), UNLESS OTHERWISE NOTED. REPORT ANY CONFLICTS OR DISCREPANCIES TO THE ARCHITECT. 4. ALL WORK SHALL COMPLY, WHETHER SO INDICATED ON THESE PLANS C. COORDINATE SHUTDOWN OF EXISTING SYSTEMS WITH THE OWNER AT LEAST 48 HOURS IN OR NOT, WITH FBC PLUMBING AS LOCALLY AMENDED. ADVANCE. SHUTDOWN TIME WILL BE KEPT TO A MINIMUM AND PERFORMED WHEN CONVENIENT , TO THE OWNER. 5. POTABLE HOT AND COLD WATER PIPING SHALLBE TYPE "L" COPPER D. FURNISH THE OWNERS REPRESENTATIVE WITH A WRITTEN GUARANTEE. STATING THAT ALL WITH FORGED OR WROUGHT SOLDER FITTINGS. WHERE PIPING RUNS MATERIALS AND INSTALLATION ARE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND IN OR UNDER SLAB, ENCLOSED IN POLYETHYLENE PIPE SLEEVE. ARE FULLY GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK, AND THAT ALL WORK WHICH PROVES DEFECTIVE DURING THAT TIME SHALL BE 6. SANITARY WASTE, VENT, STORM DRAIN PIPING SHALL SEE SPEC'S. REPLACED AT NO COST To THE OWNER. PVC WITH SOLVENT WELDED JOINTS, WHERE PERMITTED BY CODE, LANLORD. E. WITHIN THIRTY (30) DAYS OF CONTRACT AWARD, THE CONTRACTOR SHALL SUBMIT FOR NO PVC ALLOWED IN RETURN AIR CEILING., FOLLOW BUILDING -STANDARDS. REVIEW TO THE ARCHITECT ALL DEVICES TO BE USED IN THE WORK. SUBMITTALS SHALL INCLUDE PIPE FITTINGS, HANGERS AND SUPPORTS, INSULATION, FIXTURES AND RELATED 7. CONFIRM SIZE, LOCATION AND ELEVATION OF ALL EXISTING EQUIPMENT. UTILITIES PRIOR TO INSTALLING ANY PIPE. PRODUCT 8. COORDINATE WITH ALL TRADES TO PREVENT ANY CONFLICTS. A. PIPE AND FITTINGS 9. ALL FLOOR DRAINS SHALL HAVE RESEAL FITTINGS. 1. DOMESTIC COLD AND HOT WATER PIPING SHALL BE'TYPE-L HARD DRAWN COPPER TUBING FOR ASTM B-88 AND FEDERAL SPECIFICATION WWT-799. FITTINGS SHALL BE SOLDER JOINT COPPER FITTINGS PER ANSI B16.18 OR B16.22. JOINTS SHALL BE MADE 2. WfMTLEWIR9EFsLXLD89- TYK✓0y6O E$IL't MM06 AND ANSI H23.6 OR /� NO -HUB CAST IRON PER CISPI 301 AND 310. FITTINGS SHALL BE TYPE DWV SOLDER JOINT ABBREVIATIONS PER ANSI B19.9 OR B16.23 OR NO -HUB CAST IRON FITTINGS PER CISPI 301 ABD 310. A.F.F. ABOVE FINISHED FLOOR 3. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL FITTINGS SHALL BE WELDED JOINTS. B.T.U. BRITISH THERMAL UNITS 4. DIELECTRIC FITTINGS SHALL BE EQUAL TO EPCO SALES, INC. C.B. CATCH BASIN B. VALVES C.O. CLEAN OUT 1. GATE VALVES SHALL BE MILWAUKEE FIGURE 1149, 125 PSI, SWEAT CONNECTION. CONIC. CONCRETE 2. BALL VALVE 125 LB.. AS MANUFACTURED BY JOMAR, MILWALKEE, OR WATTS. CONN. CONNECT OR CONNECTION C. PIPE INSULATION SHALL BE 1-1/2' LB DENSITY FIBERGLASS PR ASTM C335 WITH ALL SERVICE JACKET. INSULATION SHALL COMPLY WITH NFPA 255 AND ASTM E84 WITH A C.V. CHECK VALVE MAXIMUM FLAME SPREAD OF 25 AND MAXIMUM SMOKE DEVELOPED OF 50. PROVIDED PRE - MOLDED FITTINGS COVERS EQUAL TO STARR DAVIS. INSULATION MANUFACTURER SHALL BE C.W. COLD WATER MANVILLE, CERTIFIED OR OWENS-CORINING DN. DOWN D. IN -LINE USE FILTER: IN -LINE WATER FILTER SHALL BE INSURICE 2000, OR EQUAL IN -LINE ODOR ELEV. ELEVATION AND SEDIMENT CARTRIDGE FILTER. THE FILTER SHALL BE SUPPORTED IN AN APPROVED MANNER AND INSTALLED IN A MANNER THAT ALLOWS EASY CARTRIDGE REPLACEMENT, FLOOR EXIST. EXISTING DRAINS. F.C.O. FLOOR CLEAN OUT E. FLOOR DRAINS, CLEAN OUTS, TRAP PRIMERS, HOSE BIBBS AND BACK FLOW PREVENTERS: SEE 36' F.D. FLOOR DRAIN SCHEDULE THIS DRAWING. F. AIR ADMITTANCE VALVE: MAGIC VENT MICRO MODEL NO. 97400 F.H. FIRE HYDRANT F.S. FLOOR SINK EXECUTION FS. FLOW SWITCH A. PROVIDE ALL WORK, EQUIPMENT AND MATERIALS INDICATED 12 1/2' Faucet Connection G. GAS (L.P. OR NATURAL) B. ALL PIPE SHALL BE INSTALLED ABOVE CEILINGS, INSIDE WALLS OR IN CONCEALED SPACES. T.L.G.W.H. TANK LESS GAS WATER HEATER C. DISINFECTING OF POTABLE WATER SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL la• G.V. GATE VALVE AUTHORITY HAVING JURISDICTION. H.B. HOSE BIBB D. TEST WASTE AND WATER UNDER ACTUAL' OPERATING CONDITIONS. REPAIR LEADS AND H.W. HOT WATER RETURN TO SERVICE. TEST WASTE PIPING AT 15 FEET OF HEAD FOR 24 HOURS. TEST WATER H.W.R. HOT WATER RETURN PIPING PIPING AT 125 PSI FOR 2 HOURS. MAKE REPAIRS WITH NEW MATERIALS. REPLACE LEAKING 36' 34' MATERIALS, DO NOT REPAIR BY PATCHING. H.W.S. HOT WATER SUPPLY PIPING E. PROVIDE DOMESTIC WATER BACK FLOW PREVENTERS AT ALL COFFEE MAKERS, ICE MAKERS "a5t 24• H.W.C. HANDICAP WATER CLOSET DISHWASHERS, WATER COOLERS, AIR CONDITIONING UNIT HANDLERS AND OR ANY OTHER � H.W.R. HOT WATER DEVICE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. BACK FLOW PREVENTERS I S ..l 'RETURN SHALL BE APPROVED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 16' INV. INVERT G. PROVIDE DIELECTRIC COUPLINGS AT ALL FERROUS TO NONFERROUS PIPE CONNECTIONS I.W. INDIRECT WASTE AND FLANGE UNION ISOLATING JOINTS TO PREVENT ANY ELECTRONIC ACTION BETWEEN LAV. LAVATORY DISSIMILAR METALS. L.P. LIQUIFIED PROPANE HAND SINK ELEVATION M.B.H. MILLION BTU PER HOUR NTS M.H. MAN HOLE MTD. MOUNTED SHOCK ARRESTOR SCHEDULE O NOTE TO G.C.: O.S.& Y. OUTSIDE SCREW AND YOKE VALVE - PLYWOOD WALL BACKING FOR HAND SINK P&T PRESSURE AND TEMPERATURE P.D.h DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION STARTS 36" AFF. + 36" HIGH P.I.V. POST INDICATING VALVE A SIOUX CHIEF 652-A 1-11 1 /2" P.R.V. PRESSURE REDUCING VALVE R.D. ROOF DRAIN B SIOUX CHIEF 653-B 12-32 3/4" R.W.L. RAIN WATER LEADER C SIOUX CHIEF 654-C 33-60 1" w S.D. STORM DRAIN z S.S. SANITARY SEWER SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO J ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. z SK. SINK � W TS. TAMPER SWITCH o DRAIN LINE IJR. URINAL DRAINAGE PIPE MIN. SLOPE � x .. Q V. VENT VB. VACUUM BREAKER SIZE (inches) MINIMUM SLOPE (inch per foot) FINISHED FLOOR V.B. VALVE _BOX 2-1/2 or less 1/4 V.T.R. VENT THRU ROOF W.C. WATER CLOSET LI_ w,ic- • � W.M. WATER METER 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2007 HUB OUTLET PLUMBING LEGEND LOCATE FLOOR DRAINS WHERE SHOWN ON DIMENSIONED ARCHITEC- TURAL WITH FLOORERES AN, MOVE SIDEWAYS IFPOSS POSSIBLE, OTHERWISEFMOVE BACK. ALWAYS MOVE WHERE EASILY ACCESSIBLE, BUT NOT IN FOOT TRAFFIC. IF SITUATION SLAB SYMBOL DESCRIPTION IS FLOOR SLAB ON GRADE, PROVIDE BACKFILL PER SPECIFICATIONS. IF N PLACE AND POUR LITT IF CONCRETE FLOOR IS FLOOR IS EXISTINSET GWI CUT OR CORE DRILL AROUND BODY IN PLACE AND POUR AROUND IT. RECESS TOP OF 1/2" BELOW FLOOR SURFACE AND SLOPE FLOOR TO IT. n FUNNEL /I.W. DRAIN DETAIL - COLD WATER PIPING - COLD WATERSUPPLY � WALL FLOW TO � FIXTURE - N.T.S. - - HOT WATER PIPING KARP ACCESS - - HOT WATER RETURN PIPING RVALVE. SIOUXDOOR IEF, 695 SERIES.ErCHROME G GAS PIPING - fLAUTOMATIC ESCUTCHEON PLATE CD CONDENSATE DRAIN PIPING EIR E BREAKER PT PRESSURE & TEMPERATURE RELIEF PIPING _PROVIDE wYE sPLITTERSANITARY WASTE & SOIL PIPING. WITH DISTRIBUTOR FORFLOOR DRAIN. SEE MULTIPLE TRAP PRIMER PLUMBING FIXTURE - - - - - . VENT PIPING - APPLICATION. FOLLOW - SCHEDULE FOR SPEC. MANUFACTURES .'.CONCRETE FLOOR INSTRUCTIONS.. . a SD STORM DRAIN PIPING GATE VALVE MEMBRANE CLAMP- .. ING COLLAR AND - - CHECK VALVE SEEPAGE PAN AUTOMATIC GAS VALVE MAXIMUM ITAILPIECE MANUAL GAS VALVE UNLIMITED DISTANCE WHERE ENLARGED WASTE LINE IS USED AN A COMBINATION DRAIN AND I DIRT LEG VENT SYSTEMIN O _ SECTION912. OTHERWISE PER CHAPTER 9. (SEE FLOOR PLANS). HOSE BIBS W/VACUUM BREAKER SLOPE WASTE IN ACCORDANCE WITH TABLE 704.1 FBCP 2004. (CHART, THIS SHEET). & SHUT-OFF VALVE F.D. & TRAP RESEAL DETAIL NO SCALE CLEAN OUT PRIME EZE WATER SAVER TRAP PRIMER, JAY R. ALL BE AN E+ ACCEPTABLE BALE TRAP PRIMER TH, OR EQUALA UNION ALTERNATIVE. PRESSURE & TEMPERATURE RELIEF VALVE O PIPING DOWN a- PIPING UP L NT �Ap 4" CATEGORY ^N VENT DRAIN SCHEDULE MARK EQUIPMENT MANUFACTURER AND MODEL REMARKS LOCATION FD FLOOR DRAIN J.R. SMITH 2110,2115 WITH TRAP PRIMER TOILETS/KITCHEN TD FLOOR TRENCH DRAIN ZURN MODEL Z-890-KC J.R. SMITH EQUAL MAY BE USE KITCHEN FS FLOOR SINK J.R. SMITH 3110-3131 RAISE LIP 1" A.F.F. KITCHEN CO CLEAN OUT ZURN MODEL ZS-1400 S.S. COVE AND SCREW INTERIOR CO-2 CLEAN OUT ZURN MODEL Z-1440 PLUG TYPE EXTERIOR TP TRAP PRIMER ZURN MODEL Z-1022 INSTALL WITH ACCESS TOILETS/KITCHEN HB HOSE BIBB WOODFORD MODEL 26 BFP BACK FLOW PREVENTE WATTS NO 9BD -' N 199 M of 0�' o ` AUTO"S FIRe E ItiT T o SUP ReOek MAIN SSI0N 'TN O 3.1 116 ® MBTUH 274 MBTUH MBTUH 125 MBTUH 2 I` , Q i 82 MBTUH O �� O3240 MBTUH GAS RISER v O a PROVIDE NEW GAS METER IN THE VICINITY OF EXISTING GAS LINE AND COORDINATE NEW SERVICE WITH GAS CO. (1066,000 BTU/hr) , SET LINE FOR LESS THAN 2 PSI WITH 120 FT. DEVELOPED LENTGH F.F.C. TABLE 402.4(2)-2-1/2" GALV. PIPING NO SCALE PLUMBING FIXTURE NOTES FIXTURES SHALL BE PER FBCP 604.4-MIAMI-DADE ORD. SEC. 8-31 WATER FLOW RESTRICTIONS ADOPTED BY MIAMI-DADE COUNTY WATER AND SEWER. 4.1 PLUMBING FIXTURES 4.1.1 TOILETS INSTALLED SHALL BE HIGH EFFICIENCY TOILET (HET) MODELS RATED AND TESTED AT A MAXIMUM AVERAGE FLUSH VOLUME OF 1.28 GALLONS PER FLUSH (GPF) AND BE CERTIFIED BY UNITED STATES 4.1.3 LAVATORY FAUCETS 4.1.3.1 THE MAXIMUM FLOW RATE OF THE LAVATORY FAUCET SHALL NOT EXCEED 0.5 GPM AT 60 PSI AT THE INLET, WHEN WATER IS FLOWING. 4.1.3.2 MECHANICAL METER AND OR ELECTRONIC SENSOR CONTROLS SHALL BE INSTALLED ON HAND WASHING FAUCETS IN PUBLIC RESTROOMS. NOTE: ALL FIXTURES SHALL MEET HANDICAP REQUIREMENTS AND BE AS SELECTED BY OWNER. REGULATO METER R (D�IOFF 11 NEVILLE / STEFFENS LLP ARCHITECTURE AR 0003466 INTERIOR DESIGN I B 26000577 316 MIRACLE MILE CORAL GABLES, FL 3 3 1 3 4 TEL: 305.448.5299 FAX: 305.444.0842 mike@nevillesteffens.com greg@nevilles%ftns.com i1,�t1 !ry+'I *! No 401 8� Ul STATE " 0 � .'�.` II CS Sol• ....• � MEP Engineer: CA # 6577 I. Leon and Assoc., Inc. 15521 S.W. 149th. CT. Miami, FL 33187 Tel: 305-232.0031 Fax: 305-232-0031 Structural Engineer Cornerstone Engineering Partnership, Inc. 12924 SW 114 Ct. Miami, FL 33176 Tel: 786-236.4712 Fax: 305-255-1017 Food Service Consultant HOSPITALITY KITCHEN DESIGN 301 Crawford Blvd. Suite 200 Boos Raton, FL 33432 Tel: 561-246-3707 CHOP STICKS 7400 SW 74th. COURT MIAMI, FLORiDA CONSTRUCTION DOCUINIENTS COPYRIGHT® 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUCVETS OF SERVICE AM SMALL REMAIN THE PROPERTY OF NEVILLE/STEFFENS LLP, WHETHER THE PROJECT FOR WMH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY NfANNER ON OTHER PROJECTS OR EXTENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: 6./22/2016 REVISED: 1. REVISED PER ARCHITECT o2/2sZ2o17 REVISED: 2. CONST. SET 03/10/2017 REVISED: REVISED: = 3 f • E Q U 1 P M E N T S C H E D U L E Item Obj Equipment Category - Manufacturer Model Number Equipment Remarks - E ¢ Y _ a > o_ T 6 a) o �' a- w z aaiLt w¢ - EIec Remarks 0) �v�c o.N 0V) 0) o� 0< L_ w o N =(n s` 0C o� =¢ '0 w�c O N Din 0 �LL o¢ C o woco'C -0 N S(n C a� S¢ C o 6v S¢ C o N = m c oL c s o o �Ir Plumbing Remarks 1 1 Oven -Steamer, Combination, Gas RATIONAL USA CMP 101 G 15.0 0.5 120 1 60 X 5-15P 20 0.75 2 2.5 0.75 82 16 0.75 24 1.1 1 Filter System, Fountain Beverage Hoshizaki America H-9320-52 - - - - - - - - - - - - 0.75 96 - - - - - - - - - 2 1 Range, Heavy Duty, Gas Jade Products JTRH-368-36 0.75 125 16 3 1 Range, Heavy Duty, Gas w/ Convects dad)3/eRroducts JBR-6-36C 6.3 0.33 120 1 60 X 5-15P 0.75 240 16 3.1 1 Cheesemelter, Gas Jade Products JCM-36 Pre Piped * 30 74 Tie to #3 4 1 Wok Range Jade JCR-3J 0.5 19 2 11 1.25 330 16 5 1 IDim Sum Steamer Town Food Service Equipment STM-24-TP6 0.5 16 2 10 1.25 116 12 6 1 lRange, Heavy Duty, Modular Spreader Jade Products JMPR-18, 8 1 Freezer, Salad Prep w/ Hand Sink La Rosa TBA Remote Refrigeration 2.0 0.5 115 1 60 X JB 12 0.5 24 1 0.5 24 1 1.5 8.1 1 Double Over Shelf LaRosa Custom 3' 8.2 1 Condensing unit for above Copeland M4FH-AO36-IAA Unit #8 15.0 1/3 120 1 60 X 12 * Coordinate Installation 9 1 Refrigerator, Salad Prep w/ Hand Sir La Rosa TBA Remote Refrigeration 2.0 0.5 115 1 60 X JB 12 10 1 Refrigerator, Salad Prep w/ Hand Si ILa Rosa TBA 2.0 0.5 115 1 60 X JB 12 11 1 Refrigerator, Salad Prep w/ Hand Si ILa Rosa TBA 2.0 0.5 115 1 60 XI I JB 12 0.5 24 0.5 24 1.5 11.1 1 Double Over Shelf LaRosa Custom 3' 11.2 1 Condensing unit for above Copeland FJAM-A125-CFVTFC Multiplex #9, #10, #11 15.0 1.25 208-230 1 1 60 X 12 * Coordinate Installation 12 1 Warmer, Food Overhead Hatco GRAH-54 10.4 1.3 208 1 60 X 60 208V w/ Infinite Control 13 1 Sink, Imop Advance Tabco 9-OP-40 1 0.5 26 0.5 26 2 4 13.1 1 Faucet, Service Sink Krowne Metal 16-127 14 1 Sink,JNSF, 3 comp, 16 gauge Custom Stainless Custom 0.75 26 0.75 26 1.5 FS 14.1 1 jPot hack, Wall Mount Custom -Stainless Custom 14.2 2 Faucet, Wall Mount Krowne Metal 14-812L 15 1 Ice Maker w/o Bin Hoshizaki America KML-631 MAH 8.1 208 1 60 X 72 0.5 72 0.75 1.25 15A 1 Bin, Ice Hoshizaki America B-50OPF 0.75 7 15.2 1 Filter{ System, Fountain Beverage Hoshizaki America 9320-11 1 0.375 72 0.5 FS 16 1 Sink j NSF, 2 comp, 16 gauge Custom Stainless Custom 0.75 26 0.75 26 1.5 FS 16.1 1 Faucet, Wall Mount Krowne Metal 14-812L 16.2 1 Shelfyl Wall Mount Custom Stainless Custom 17 1 Disht'oble, Straight, 16 gauge Custom Stainless Custom 17.1 1 Disht'able, Sorting Shelf Custom Stainless Custom 18 1 Warewasher, Door Type, Low Temp CMA Dishmachines AH 16.0 115 1 60 X 60 0.75 60 2 FS 19 1 Dishtable, Straight, 16 gauge Custom Stainless Custom 0.5 26 1 0.5 26 1.5 FS 19.1 1 Pre -Rinse Faucet, Deck Mount Krowne Metal 17-202WL 20 1 lHand Sink, Wall Mount Advance Tabco 7-PS-79 ! 0.5 26 0.5 26 1.5 27 21 1 Drop -In, Water & Ice Station Delfield 204 0.5 24 1 FS 22 1 Coffee Maker Bunn-O-Matic 35700.0000 14.0 1.7 120 1 60 X 50 0.25 56 23 1 Iced Tea Brewer Bunn-O-Matic 24400.0000 16.0 1.9 120 1 60 X 5-15P 0.25 24 1 Refrigerator, Undercounter, Compact Beverage -Air UCR34Y 4.0 0.17 115 1 60 X 5-15P 8 25 1 Work Table w/ Hand Sink Custom Custom I I 0.5 24 0.5 24 1.5 30 1 Walk in Cooler Amerikooler Verify with cooler fabricator 6.0 115 1 1 60 IX 1 108 30.1 1 Evaporator for above Bohn ADT09OAEWMC6K Verify with cooler fabricator 1.8 115 1 60 X JB 108 1 FD 30.2 1 Condensing unit for above Bohn BHT01OX6BFM Verify with cooler fabricator 15.0 1.5 208 1 60 X JB * * Coordinate Installation 32 1 Wine Refrigerator/Cooler Enofrigo America MIAMI BR VT RF R 6.2 0.4 115 1 60 X 5-15P 16 33 1 Wine Refrigerator/Cooler Enofrigo America MIAMI BR VT RF R 6.2 0.4 115 1 60 X 5-15P 16 40 1 Worktable Custom Stainless Custom 40.1 1 Shelf, Wall Mount Custom Stainless Custom 41 1 Worktable w/ Hand Sink Custom Stainless Custom 0.5 24 0.5 24 1.5 42 1 Mixer, Floor Globe Food Equipment SP30 16.0 1.0 115 1 60 X 11 61 1 Underbar Dry Storage Perlick 7055A-D 1 6 B2 1 Underbar Ice Chest Perlick TS301C 0.5 15 B3" 1 Underbar Speed Rail Perlick SR-S30 B4 1 Underbar Handsink Perlick TS12HSN ! 0.375 13 0.375 13 1.5 17 85 1 Underbar cry Waste Perlick TS12TRA B6 1 Ice Maker w/ Bin Hoshizaki America IM-200BAA 7.6 115 1 60 X 0.5 29.9 0.75 6.85 B7 1 Underbar Ice Chest Perlick TS301C 0.5 15 B8 1 Underbar Speed Rail Perlick SR-S30 B9 1 junderbar Handsink- Perlick TS12HSN 0.375 13 0.375 13 1.5 17 B10 1 Espresso Machines, Semi -Automatic Nuova Simonelli USA Oscar 1 Group, Direct Connect 10.0 1.2 208 1 60 X 5-15P 50 0.375 50 B11 1 Coffee Grinder Nuova Simonelli USA MDX 3.0 0.3 120 1 60 X 5-15P B12 1 Dispenser, Beer Perlick DDS84 55F 6.3 0.33 120 1 60 X 5-15P B13 1 Dispenser, Beer Perlick DDS84 6.3 0.33 120 - 1 60 X 5-15P FS 11 Floor Drain Advance Tabco FDR-1212 - FT 1 1 IFloor Trough Custom Stainless Custom 3 H1 1 Exhaust Hood System Captive Aire Custom Refer to Hood Drawings H1.1 1 Exhaust Fan Captive Aire TBA EC Shall Refer to Manufactures Shop Drawings f r all Inter onne tions H1.2 1 Supply Fan Captive Aire TBA EC Shall Refer to Manufactures Shop Drawings f r al Inter onne tions H1C 1 Control Panel Exhaust Hood System Captive Aire Custom Refer to Hood Drawings POS 2 POS Terminal TBA TBA Ad POSP 2 POS Printer TBA TBA Verify with vendor S1 1 Shelving 24" X 24" TBA TBA - - ---I I I S2 1 Shelving 36" X 14" TBA TBA aSgG� AM(ftEw @M&@@ unwig@MIT VM&Hk lu D Submittal I Specifications I Installation I Application Specific Details o 9 �a 4 ws 39 V " w man I nn nn MM /�fin( �9� V Q WIJ ��G,QIS WAHDMD' 4' plsmn end inleVoutlet l Capacities - Liquid: 276 gal. 0.041 UJ; Grease. 1,076 lbs. (488.1 kg) 047A gaIAW Lk Solids 105 gat (397b Ij; Highway traffic load rated bolted, ga66watertight composite covers. 06,0001ts.) GF1170ice Qf G3®N/Qllh ❑ 4' Male Thread InleVOutlet ❑ High WaterAncharlCt Signature: ❑ 6' Plain End InleVautlet Irsbaws Moore ❑ 6'Male Thread Inlet(Oudet. ❑9MK)>6'-24' Derr* (stainless steep ❑ 6Wb(0-24'-39' ❑ Pedestrian Rated covers-E, 000 lbs. El OM NQ-39-43' ❑ H2O Load Rated Plckable ❑ SM 00 - (LON 00 -43-W Specifying Engines. Cast Iron Caws ❑ 1llM(x4)-68'-72' ❑ Integral Membrane - Engineering Firm: Clamping Caller IQA . ❑ Pumpout Part (Large) SCHIERmom AiUMINE& rMPT, GB 25U `' Z75 gallon capacity LIFETIME GUARANTEED G R�EAS'E INTERC-EPTOR.S I 1. - C plain end WeVoutlet 8. Unitwalght-w/composts carers: 2301bs4w/cast Iron co+em 340lbs. (For wet weight add Z290lba) A Maxinumopalsdrq tampsretirelWFccntinuous AL Capecklee - Liquid: 275 gal.; Greene 1.078 lbs. (147.4 get); Solids: 105 gal. L Built -In Flow control. L For gravity drainage applications only. - 7. Do not use for pressure applications. i°L Cover placement allows full access to tank for proper maintenance. L Vent not required unless per local code. 90.Engineered inlet and outlet diffusers are removable to InspeWdean piping. im. Integral air relief/Anti-afphon/Sampling access. The inlet diffuse splits influent into three patq n®dng lamkwfbwed udimng thootm liquidwiuma dthatenk fareRi ran[greaseaeperetlon.ThecretPoratedopenh U. sally. ad effluent blrbuenoaThe aflluerrtOrders the mein demberwMoutdisarrtirgthe odsdng grease or Thamlag. air relleF/antimalphon in the top ofthe outlet - ddflsedlowspreseureatad'Itallonwttiruthaunitduing - cperadomThe battam oFtreoutlstdlflser•allows only effluent which Isfreeof Oremto eodtthe tadc Itcan sadly be 8aB[d'hBd to ary al'the thres ouaela provided to eesa Job site ppng layouts - Scher Grant Seem- gtesm inwrcapta'modeltie G&260 "I be lifetime guaranteed and.. In USAofeeeniss% to h'-mokfefpd)sth)ianalmaospta'shailba formatted R1r a W vs. or telaw grade irmtal�ion Ireerc�phor• stet bacarEfled to ASMEA112.M.3 @'Pa C) aW C$Af94B1.1 with f M adjustable tiesr•eyalembUMn flow- 0i built-in tatcapeandthreealga[epba Imar apbM Flowrffie sWbe1000PMkmwwpmrgrmecepadt-haUbelOM ft0oher•shmllpim wataNgastightseal and have nedmum16A001balced capacity. GresBasin1Ndranschie gresse khtarccptarsaethlyd party arts letad by1APMO toASME •fd1214. i snd CSA B481.1 Breese IrttercapmraeshdadeaW 81=4 extreedrsioonuarinulranentlothaeeseaepeaaongC and the Plumbl g CCoda. Bombing Code. u C C ® a �rr �Ull�� l►Jl1..h�� ul�..��11'.'er<l� TOP VTE1V o 2&VZTVP �1 - taao+l - ertidPhm __ rC aflNet&sutra[_- eadevMerk,e Fndne•sd het $-W4' adauNet®flar h.it vWYiapaaim cart 9&Viz Adyatebeobptaart tpme•afadpamiay 0 lledawn paft aelhe6t LM ® IiGGIDN/iJL�i4 SCHIER LIFETIME GUARANTEE CI GRE'A 5'E INTERC^EPTOR5 Cvl6 PgUllw �i ®tat: Fblyettrylerhe Grease Inbmtsptor ,000PM-276pellanwpacity NARPar.406a-001-1Ot Wtl•R1P:G0'Bo1Aa a99�`tOrD92016 et9r:t. 4/28/A18 .1� G �'t AD®q(41RQIIfR4f�'PNJIn`+III'P®R'P66�6IID� IIRB �a®otta�lao�¢91l Soto•®•, Ip•s's•0000 bBtaymvaOaaeIDo. ILIF•lf��'u'II�� rmdb9•lO HOwthwatuat' W hig connetmove � I�� Chack1. unhconnectlanaectioil rns ft. and arclan glcocla(Va•caae)fareeiol f_ GTedc wnatar anal at apedflc time kxerwae pe kxrel coda OIENERA a milWALOATII0H11MMUCTI(ONS ccolad Schiergreeeaintocepmn are menufaauredwth an internal flow control Pe4 "81111 .They do not requirean eotemel flow conrol eyetem orair intake vent Schlergmm ln=wptom are notes be metalled In erryorw manner except esshown. Consritkxsl toI forseparetetawil requireme., deenoutk,lztionsandadditional Installation inatuctiorre. 1L Tha96marawot�a0leooaabu�BlB on thlsudtWhen the untie installed 13 feet or more belowthe fbduresthat flow into the unit Ora highflow/ag3r heedpra _ condition exists(causing a flow rate above 100 GPMI Install the Inlet diffuser flow control plate to maintain prp fltw rate. L Saurdtonlevelsolidauieceesdoseesposal7etoradulea PtAsi DG�7E L Connectoutlat difuaertothe desired outlet (ARC). Unit is shippedwth the cutlet diffuser in location B and aeegrg cape on kceaons Aand a - 4. Connect WMand outletdrainage lines to unit Mechanically couple pipestounlLCMuMeass•wtwail L L For w to with crest iron oa✓ere, remove retainerdipa priorto burial. MUM tM not Install below a hydrostatic dab. ®C�6.�7�G3QDI�DG�J�TQdQATQ�IIG+1 u�a0(E�uII®G`:� ��QC9QTII6)� A Surrounding sot must beundisturbed soil orwell compacted engines.l. fill. - - L width and length of accavation shall bs s minimum cf12' greaterthan the tank an all skies and depth shell be B' deeper than tank bottom. L Set the tank keel on a S'deep leyer ofwell-paclmd pushed aggregate MEW endcomwtweaeapangpeGansal InaWledon InstuLt a BACDMLd 11. Preparation ofaubgrade pergeotech recommendation& L Stabilize and compact sub grade to 98% proctor. L FllurdtwMwam bob baddllirgtDlUtAbauntandmmrttfmtart ft.8sc command her (Ifnecaseary)tothouniL 4 md'i �erourdienkuskg wvsheda99repae(api-Mmatdy3r4' aim rockorsand,vMth noflnea),orfkwredafllL @•rras•wr�.4t•d'� FlINIMNIIEDD CONCORC�'Ts bSILAR Slab must axtandl8' mi imum outside the untfootprint. as ao®e4'TMd rainibrcedccndete - Vmg* �or&ditsaam M&dmum B' Thidc oxcrae alab with robe requlr'ed:Pohal tilaishesa cFconaete around caverto bede[arnasd by as forguda' inepupurp�anly.Qhrcvstetoba> compr�ive strength to4DW PSL Use Na4 reber(e121 greda Boated psrASTM AM oonnecladwlthbowtre Raba•ro be 2-Yr Run edgecfcarhQate andapetad inal2'gridwth4'spasgarvuandeccaesopahirga _ MPVIEW Vi�aa•• qq•. r min a'TNckfervahW r ft t �a,�; Remy_ S �; 18•me, ELEVA1I0N VIEW - Fil,ol,meime a' � Radar _____________ ____________ 6•(1Mb,IaaMIrJ T ti�LtXs�i L9IId SCHIER LIFETIME GUARANTEED G R,E45E INTERC^EPTORS IIQ�fG. f®ftStb: l��yvr�r-v Polyethylene Gr'eaes Interceptor 100 GPM-2i6 gallon capacity ��GO'9gls ®ltuft7pU42016 0@t1:1 4/!�'AIB .lie G i ... ... . . . .. • • • • • • • • • • ♦ • • • • • ••• •• • •••• • • • • • • INE LLE STET FENS ARCHITECTURE AR 0003466 INTERM DESI I B 26000577 318 MM6E MILE CORAL GABLES, FL 3 3 1 3 4 TEL: 305.448.5299 FAX: 305.444.0842 mike@nevitlesteffens.com gmg@neyMesteffens.com No 40168 +a STAT OF r11h II]LOt MEP Engineer: CAI# 6577 I. Leon and Assoc., Inc. 15521 S.W. 149th. CT. Miami, FL 33187 Tel: 305-232-0031 Fax: 305-232-0031 Structural Engineers I Comerstone Engineering Partnership, Inc. 12924 SW 114 Ct. Miami, FL 33176 i Tel: 786-236-4712 Fax: 305.25E-1017 I I Food Service Consultant HOSPITALITY KITCHEN DESIGN 301 Crawford Blvd. Suite 200 Boca Raton, FL 33432 Tall- AA1.94A.1707 CHOP STICK$ 7400 SW 74th. COURT MlAMI, FLORIDA CONSTRUCTIO DOCUMENTS COPYRIGHT® 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUCMETS OF SERVICE AND SHALL REMAIN THE PROPERTY OF NEVILLE/STEFFENS LLP, WHETHER THE PROJECT FOR WHICH `THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: 6/22/2016 REVISED: 1. CONST. SET j 03/10/2017 REVISED: 09/23/2016 i I*of** 9 00: - L IVI C�:I-1HIV I I�HL � I I t r LHI� SCALE 1 /411= 1 1_011 M-1 KEY LEGEND: ) N WALL BRACKET LOCATE NEW WIC COMPRESSO�GMIN. O RACK PIPE ON WALL WITH UNISTRUCTS ON GROUND LEVEL A 9'-0" A.F.F. GALV. UNISTRUCT 3/8"Ox4"A.B. PIPE STRAP 3/8" Ox4"A.B. E 3/8„0 HANGING ROD OI I J SPRING ISOLATORS J II Q 3:NOTE: I REFRIGERANT INSULATION bc I I cn M SHALL BE PROTECTED WITH 1 I 0 FASTEN UNIT TO FRAME WEATHER JACKET. ICD z W/ (4) 3/8" DIA. BOLTS z H 1 & PROVIDE 2-1/4"0 WIRE ROPE WITH TURNBUCKLE x ix AROUND 'UNIT & FRAME. O INSTALL NEW AHU ABOVE W.I.C., PROVIDE PROPER ACCESS. —WIRE ROPE 3„x3„x3/8,>x6>,L LOCATE AND CONNECT TO EXISTING CONDENSATE DRAIN WITH NEW (2)3/8" Ox4"A.B. 2 CROSSED LINE REPRESENTS DUCT TO BE REMOVED PROVIDE 2-1 1 /2"x1-1 /2"x1 /4"L'S FRAME SUPPORT ATTACHED TO WALL 3 POINT OF CONNECTION BETWEEN EXISTING AND NEW DUCT. & CEILING SLAB, ALL GALVANIZED STEEL �q VERIFY EXISTING O/A INTAKE AND RESET PER SCHEDULE OROUTE REFRIGERANT LINES IN SPACE BELOW (PROVIDE NEW BASE IF NEEDED PER FIELD CONDITIONS) (BAKERY SPACE) OKITCHEN HOOD MAKE UP TEMPERED AIR CONDENSING UNIT, REFER TO HOOD SHOP DRAWINGS. ® NEW CONDENSING UNIT #3 ON CONC.PAD OBTAIN LANDLORD APPROVAL OF LOCATION BEFORE INSTALLING. OKITCHEN HOOD MAKE—UP AIR UNIT SEE CAPTIVE AIR SHOP- DRAWING © KITCHEN HOOD POLLUTION CONTROL UNIT (KITCHEN EXHAUST) SEE CAPTIVE AIR SHOP DRAWING OKITCHEN HOOD SEE CAPTIVE AIR SHOP DRAWING ® DOUBLE HATCHED AREAS REPRESENTS TYPICAL SPIRAL METAL ROUND DUCT ON EXPOSED CEILING. NEVILLE / STEFFENS LLP ARCHITECTURE AR 0003466 INTERIOR DESIGN I B 26000577 316 MIRACLE MILE CORAL GABLES, FL 3 3 1 3 4 i TEL: 305.448.5299 FAX: 305.444.0842 mike@nevillesteffens.com greg@nevillesteffens.com '. No 401 8 STATE F Ft I' CSC '•.•••••• �` MEP Engineer: CA # 6577 I, Leon and Assoc., Inc. 15521 S.W. 149th. CT. Miami, FL 33187 Tel: 305-232-0031 Fax: 305-232-0031 Structural Engineer Cornerstone Engineering Partnership, Inc. 12924 SW 114 Ct. Miami, FL 33176 Tel: 786-236-4712 Fax: 305-256-1017 Food Service Consultant HOSPITALITY KITCHEN DESIGN 301 Crawford Blvd. Suite 200 Boca Raton, FL 33432 Tel: 561-246-3707 CHOP STICKS 7400 SW 74th. COURT MIAMI, FLORIDA CON,STRUCTI[ON DOCUMENTS COPYRIGHT® 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUCMETS OF SERVICE AND SMALL REMAIN THE PROPERTY OF NEVILLE/STEFFENS LLP, WRETNER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN MRIT[NG AND WITH APPROPRIATE COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: 6/22/2016 REVISED: 1. CONST. SET 03/10/2017 REVISED: REVISED: 09/23/2016 KEY LEGEND: OEXISTING METER CENTER 3P/800 AMPS MAIN (120/208 VOLTS-3PHASE, 4W SERVICE) O EXISTING SPACE #102 METER TO REMAIN (120/208 VOLTS-3PHASE-2P/15O AMPS SERVICE) O EXISTING TO SPACE # 102 TO BE REWORKED I(V A)/CONDOIT FROM R EXISTING PANEL "102" TO BE REMOVED EXISTING HOUSE PANEL O EXISTING TELEPHONE, CTV CABINTES L NOTES: ALL KITCHEN RECEPTACLES SHALL BE GFCI ALL EQUIPMENT UNDERNEATH KITCHEN HOOD SHALL BE WIRED VIA SHUNT —TRIP BREAKER TO DE —ACTIVATE WITH HOOD FIRE MODE, COORDINATE DRY CONTACT WITH HOOD SUPPLIER REFER TO SYSTEM CONFIGURATION FOR REQUIRED WAN CABLE, CAT 5 ETHERNET, HIGH SPEED LINE & FLAT CABLE INSTALLATION. POS SYSTEM SHALL BE PROVIDED WITH ISOLATED GROUND 1\ VV/"%LL I!`7 - 1 'V � NEVILLE / STEFFENS LLP ARCHITECTURE AR 0003466 INTERIOR DESIGN I B 26000577 316 MIRACLE MILE CORAL GABLES, FL 3 3 1 3 4 TEL: 305.448.5299 FAX: 305.444.0842 mike@nevillesteffens.com greg@nevillesteffens.com 111111II�IFA +, Mp,EL CEO, ``� ",��G E N s�., .� :+! No 401 8 2 -fr , 't1 •� : 1z : 590.. S TAT E F : 40 .%L 'S 110 N A - E��++ MEP Engineer: CA # 6577 I. Leon and Assoc., Inc. 15521 S.W. 149th. CT. Miami, FL 33187 Tel: 305-232-0031 Fax: 305-232-0031 Structural Engineer Cornerstone Engineering Partnership, Inc. 12924 SW 114 Ct. Miami, FL 33176 Tel: 786-236-4712 Fax: 305-256-1017 Food Service Consu Cant HOSPITALITY KITCHEN DESIGN 301 Crawford Blvd. Suite 200 Boca Raton, FL 33432 Tel: 561-246-3707 CHOP STICKS 7400 SW 74th. COURT MIAMI, FLORIDA CONSTRUCTION DOCUMENTS COPYRIGHT® 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUCMETS OF SERVICE AND SHALL REMAIN THE PROPERTY OF NEVILLE/STEFFENS LLP, WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND NTH APPROPRIATE COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: 6/22/2016 REVISED: 1. REVISED PER ARCHITECT 02/28/2017 REVISED: 2. CONST. SET 03/10/2017 REVISED: REVISED: 09/23/2016 -1 EXIST. TRACK LIGHT SYSTEM SALVAGE AND RELOCATE EXIST. TRACKS & FIXTURES - MOUNT FROM EXPOSED CONC. CLG. NEW PENDANT MOUNTED LED CHANDELIER LIGHT FIXTURE ° AT DINING AREAS p NEW PENDANT MOUNTED LED LIGHT FIXTURE AT BAR SOFFIT K1-10 NEW 24"-x 24" LED LAY -IN LIGHT FIXTURE WITH SCRUBBABLE —8 LENS TO Sw. /Aw EXIST. 24" x 24 FLOURESCENT LIGHT FIXTURE - SALVAGE AND RELOCATE EXIST. FIXTURE O NEW 4" 0 LED RECESSED "HI -HAT" LIGHT FIXTURE IN WAITER STATION SOFFIT . TO Sw. (1J NEW 6" 0 LED RECESSED "HI -HAT" LIGHT FIXTURE AT NEW BAR � 0 CEILING AND RESTROOM CORRIDOR CEILING K3-1,9,11 K:) EXIST. EXIT SIGN TO BE REMOVED AND RE -INSTALLED ON WALL AT SAME LOCATION iFoli Ell EXIST. EMERGENCYLIGHT TO REMAIN OR SALVAGED AND I i K2-5 RE -INSTALLED IN NEW LOCATION AS PER SITE REQUIREMENTS J i EXIST. OR NEW A/C SUPPLY AIR GRILLE K1-2 TO w EXIST. OR NEW EXHAUST FAN FM_ EXIST. STAIR 0 �I NOTE: •� �� 1. ALL LIGHTING SHALL BE PROVIDED WITH AIRFLOW 13 W. COMPACT FLUORESCENT OR LED LAMPS KEF-1 2. NO INCANDESCENT LAMPS SHALL BE PROVIDED U.N.O. 3. ALL LIGHTING SHALL BE AUTOMATICALLY CONTROLLED FAN# 1 FE WITH MOTION SENSORS, SEE SCHEMATIC DETAILS PCU m & ON/OFF SWITCH. MOTOR RATED I K2-7 SWITCH K3-1,3,5 I ( TO Sw. EXIST. BLDG. LOBBY I EXTERIOR LIGHTING ARE EXISTING CONTROLLED BY LANDLORD K3-25 • % .. • .... ... NEVILLE / STEFFENS. LLP ARCHITECTURE ;AR 0003466 INTERIOR DESIGN ' I B 26000577 316 MIRACLE MILE CORAL GABLES, FL 3 3 1 3 4 TEL: 305.448.5299 FAX: 305.444.0842 mike@neviAestefferts.com gfeg@neviAesteftens.com •�. G E N 4 No 401 t �+ S TAT E F * MEP Engineer: CA # 6577 I. Leon and Assoc., Inc. 15521 S.W.149th. CT. Miami, FL 33187 Tel: 305-232.0031 Fax: 305-232-0031 Structural Engineer Cornerstone Engineering Partnership, Inca 12924 SW 114 Ct. Miami, FL 33176 Tel: 786.236.4712 Fax: 305-256-1017 Food Service Consultant HOSPITALITY KITCHEN DESIGN 301 Crawford Blvd. Sub 200 Baca Raton, FL 33432 Tel: 561-246-3707 CHOP STICKS 7400 SW 74th, COURT - Mti°MI, FLORIDA CONSTRUCTION DOCUMENTS COPYRIGHT® 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUCMETS OF SERVICE AND SMALL REMAIN THE PROPERTY OF NEVILLE/STEFFENS LLP, WMETMER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENTIONS TO ThIS PROJECT EXCEPT BY AGREENIENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: 6/22/2016 REVISED: 1. CONST. SET 03/10/2017 REVISED: REVISED: uai40i4uin E Q U I P M E N T S C H E D U L E c c i� 3� i �.E N� N !`^ er L C '0^ C 'p C 'p E C ai Q 3v ov �.E o,a� o.E o = E t Equipment o o s C a)� LU aai� Elec ° N �Li N N �� a N vL` v= m N IDO - `AU- (0� Plumbing Item 0' Equipment Category Manufacturer Model Number Remarks Q _ > o c� o a z wa Remarks min c°�Q =in =Q oin oQ =cn sc s¢ 0 c�a c°�� Remark 1 1 Oven -Steamer, Combination, Gas RATIONAL USA CMP '101 G 15.0 0.5 120 1 60 X 5-15P 20 0.75 2 1 12.5 0.75 82 16 0.75 24 1.1 1 Filter System, Fountain Beverage - Hoshizaki America H-9320-52 - - - - - - - - - - - - 0.75 96 - - - - - - - - - 2 1 Range, Heavy Duty, Gas Jade Products " JTRH-36B-36 0.75 125 16 3 1 Range, Heavy Duty, Gas w/ Convecti &/eRroducts JBR-6-36C 6.3 0.33 120 1 "60 X 5-15P 0.75 240 16 3.1 1 Cheesemelter, Gas Jade Products JCM-36 Pre Piped * 30 74 Tie to #3 4 1 Wok Range Jade JCR-3J 0.5 19 2 11 1 1.25 330 16 5 1 Dim Sum Steamer Town Food Service Equipment STM-24-TP6 0.5 16 2 10 1.25 116 12 6 1 Range, Heavy Duty, Modular Spreader Jade Products JMPR-18 8 1 Freezer, Salad Prep w/ Hand Sink La Rosa TBA Remote Refrigeration 2,0 0.5 115 1 60 X JB 12 0.5 24 0.5 24 1.5 8.1 1 Double Over Shelf LaRosa Custom 3' 8.2 1 Condensing unit for above Copeland M4FH-AO36-IAA Unit #8 15.0 1/3 120 1 60 X 12 * Coordinate Installation 9 1 Refrigerator, Salad Prep w/ Hand Si ILa Rosa TBA Remote Refrigeration 2.0 0.5 115 1 60 X JB 12 10 1 Refrigerator, Salad Prep w/ Hand Si ILa Rosa TBA 2.0 0.5 115 1 60 X JB 12 11 1 Refrigerator, Salad Prep w/ Hand Si ILo Rosa TBA 2.0 0.5 115 1 60 X JB 12 0.5 24 0.5 24 1.5 11.1 1 Double Over Shelf LaRosa Custom 3' 11.2 1 Condensing unit for above Copeland FJAM-A125-CFVTFC Multiplex #9, #10, #11 15.0 1.25 208-230 1 60 X 12 * Coordinate Installation 12 1 Warmer, Food Overhead Hatco GRAH-54 10.4 1.3 208 1 .60 X 60 208V w/ Infinite Control 13 1 Sink, Mop Advance Tabco 9-OP-40 0.5 26 0.5 26 2 4 13.1 1 Faucet, Service Sink Krowne Metal 16-127 14 1 Sink, NSF, 3 comp, 16 gauge Custom Stainless Custom 0.75 26 0.75 26 1.5 FS 14.1 1 Pot Rack,Wall Mount Custom Stainless Custom 14.2 2 Faucet, Wall Mount Krowne Metal 14-812L 15 1 Ice Maker w/o Bin , Hoshizaki America KML-631 MAH 8.1 208 1 60 X 72 0.5 72 0.75 1.25 15.1 1 Bin, Ice Hoshizaki America B-50OPF 0.75 7 15.2 1 Filter System, Fountain Beverage Hoshizaki America 9320-11 0.375 72 0.5 FS 16 1 Sink, NSF, 2 comp, 16 gauge Custom Stainless Custom 0.75 26 0.75 26 1.5 FS 16.1 1 IFaucet, Wall Mount Krowne Metal 14-812L 16.2 1 Shelf, Wall Mount Custom Stainless Custom 17 1 Dishtable, Straight, 16 gauge Custom Stainless Custom 17.1 1 Dishtable, Sorting Shelf Custom Stainless Custom 18 1 Warewasher, Door Type, Low Temp CMA Dishmachines AH 16.0 115 1 60 X 60 0.75 60 2 FS 19 1 Dishtable, Straight, 16 gauge Custom Stainless Custom 0.5 26 0.5 26 1.5 FS 19.1 1 Pre -Rinse Faucet, Deck Mount Krowne Metal 17-202WL 20 1 Hand Sink, Wall Mount Advance Tabco 7-PS-79 0.5 26 0.5 26 1.5 27 21 1 Drop -In, Water & Ice Station Delfield 204 0.5 24 1 1 FS 22 1 Coffee Maker Bunn-O-Matic 35700.0000 14.0 1.7 120 1 60 X 1 50 0.25 56 23 1 Iced Tea Brewer Bunn-O-Matic 24400.0000> 16.0 1.9 120 1 60 X1 5-15P 0.25 24 1 Refrigerator, Undercounter, Compact Beverage -Air UCR34Y 4.0 0.17 115 1 60 X 5-15P 8 25 1 Work Table w/ Hand Sink Custom Custom 1 0.5 24 1 0.5 24 1.5 30 1 Walk in Cooler Amerikooler Verify with cooler fabricator 6.0 115 1 60 X 108 30.1 1 Evaporator for above Bohn ADT090AEWMC6K Verify with cooler fabricator 1.8 115 1 60 X JB 108 1 FD 30.2 1 Condensing unit for above Bohn BHT01OX6BFM Verify with cooler fabricator 15.0 1.5 208 1 60 X JB * * Coordinate Installation 32 1 Wine Refrigerator/Cooler Enofrigo America MIAMI BR VT RF R 6.2 0.4 115 1 60 X 5-15P 16 33 1 Wine Refrigerator/Cooler Enofrigo America MIAMI BR VT RF R 6.2 0.4 115 1 60 X 5-15P 16 40 1 Worktable Custom Stainless Custom 40.1 1 Shelf, Wall Mount Custom Stainless Custom 41 1 Worktable w/ Hand Sink_ Custom Stainless Custom 0.5 24 0.5 24 1.5 42 1 Mixer, Floor Globe Food Equipment SP30 16.0 1.0 115 1 60 X 11 B1 1 Underbar Dry Storage Perlick 7055A-D 1 6 e2 1 Underbar Ice Chest Perlick TS301C 0.5 15 B3 1 Underbar Speed Rail Perlick' SR-S30 B4 1 Underbar Handsink Perlick TS12HSN 0.375 13 0.375 13 1.5 17 B5 1 Underbar Dry Waste Perlick TS12TRA B6 1 Ice Maker w/ Bin Hoshizaki America IM-200BAA 7.6 115 1 60 X 0.5 29.9 1 0.75 6.85 B7 1 Underbar Ice Chest Perlick TS301C 0.5 15 B8 1 Underbar Speed Rail Perlick SR-S30 B9 1 Underbar Handsink Perlick TS12HSN 0.375 13 0.375 13 1.5 17 B10 1 Espresso Machines, Semi -Automatic Nuova Simonelli USA Oscar t Group, Direct Connect 10.0 1.2 208 1 60 X 5-15P 50 0.375 50 B11 1 Coffee Grinder Nuova Simonelli USA MDX 3.0 0.3 120 1 60 X 5-15P B12 1 Dispenser, Beer Perlick DDS84 55F 6.3 0.33 120 1 60 X 5-15P B13 1 Dispenser, Beer Perlick DDS84 6.3 0.33 120 1 60 X 5-15P FS 11 Floor Drain Advance Tabco FDR-1212 FT 1 Floor Trough Custom Stainless Custom 3 H1 1 Exhaust Hood System Captive Aire Custom Refer to Hood Drawings H1.1 1 Exhaust Fan Captive Aire TBA EC Shall Refer to Manufactures Shop Dra ings f r al Inter onne -tions H1.2 1 Supply Fan _ Captive Aire TBA EC Shall Refer to Manufactures Shop Dra ings f r al Inter onne -tions H1C 1 Control Panel Exhaust Hood System Captive Aire Custom Refer to Hood Drawings POS 2 POS Terminal TBA TBA POSP 2 POS Printer ITBA i Verify with vendor S1 1 Shelving 24" X 24" TBA TBA S2 1 Shelving 36" X 14" TBA TBA PANELBOARD DESIGNATION K2 LOCATION SEE PLAN SPEC'S 120/208/OLTS 3 PH. 4 WIRE SOLID NEUTRAL GFCI-GROUND FAULT CURRENT INTERRUPTER NONC-NON CONCURRENT LOAD 125 AMPERE BUS MLO AMPERE MAIN IG- ISOLATED GROUND 22k AMPERE INT.CAP. SPECIAL TC-CONTROLLED VIA TIME CLOCK X SW-ON/OFF SWITCHING DUTY -BREAKER (NEC 240-83(d)) MOUNTING: FLUSH SURFACE LO-BREAKER HANDLE LOCK FED FROM: TOP BOTTOM AFCI-ARC FAULT CURRENT INTERRUPTER CK KVA DESCRIPTION SPEC WIRE OND 1 /20 A B C 1 �20 2•0 3/20 OND WIRE SPEC DESCRIPTION KVA o 1 0.8 LIGHTS 12 1/2 /4 12 NEW AHU#3 1.2 2 3 0.8 LIGHTS 12. 1/2 1 /20 2.0 1.2 4 5 0.8 LIGHTS 12 1/2- 1 /20 2.0 /60 1.2 6 7 0.8 LIGHTS 12 1/2- 1/20 5.0 1/20 5.0 5.0 1/20 1 6 NEW C.U.#3 4.2 8 9 0.8 LIGHTS 12 1 /2 4.2 10 11 0.8 LIGHTS 12 1 /2 4.2 12 --1/20 13 1.0 LIGHTS 12 1/2 1.2 ^ ^ ^ -1/2 ^ ^ 12 GFCI SERVICE RECEPT. 0.2 14 15 SPACE SPACE 16 17 SPACE SPACE 18 KVA SUB TOTALS 8.2 7.0 1 7.0 DEMAND FACTOR 1.25 CONN'D LOAD KVA 22.2 DEMAND LOAD KVA 27.7 DEMAND AMPERES 77.0 PANELBOARD DESIGNATION K1 LOCATION SEE PLAN SPEC'S 120/20E/OLTS 3 PH. 4 WIRE SOLID NEUTRAL 225 AMPERE BUS 150 AMPERE' MAIN GFCI-GROUND FAULT CURRENT INTERRUPTER NONC-NON CONCURRENT LOAD IG-' ISOLATED GROUND 22k AMPERE INT.CAP. SPECIAL MOUNTING: FLUSH X SURFACE TC-CONTROLLED VIA TIME CLOCK SW-ON/OFF SWITCHING DUTY -BREAKER (NEC 240-83(d)) LO-BREAKER HANDLE LOCK FED FROM: TOP BOTTOM AFCI-ARC FAULT CURRENT INTERRUPTER CK KVA DESCRIPTION SPEC WIRE OND 1 /20 A B C 1 /20 1/20 1.6 1/20 0 WI SPEC CR KVA NO. 110.8 1 OVEN 12 1/2 /2 12 LIGHTS 0.8 2 3 0.8 RANGE 12 1/2- 1 /20 0.8 1 /20 SPARE 4 5 0.3 SALAD 12 /2 1/20 0. 1/20 SPARE 6 7 1.0 SALAD C.U. 12 /2 1 J20 2.6 1 /20 1/2 12 LIGHTS 1.6 8 9 0.3 SALAD PREP. 12 1/2-1/20 1.9 1/20 1/2 12 LIGHTS 1.6 10 11 0.3 SALAD PREP. 12 1/2 1/20 1.1 1/20 /2 12 LIGHTS 0.8 - 12 13 0.3 SALAD PREP. 12 1/2 1/20 1.1 1/20 1/2 12 WINE COOLER " •8 15 1.0 SALAD PREP. C U. 12 /2 1/20 1 8 1/20 1/2 12 WINE COOLER 0.8 16 17 0.3 HEAT LAMP 12 /2 2/20 1.3 1 /20 -1/2 12 ICE MAKER 1.0 18 1 /2 12 ' ESPRESSO 1.2 20 19 0.5 ICE MAKER 12 1/2- 1.7 " 1 /20 0.5 ^ 0.8-1/2 1/20 _ 1/20 12 COFFEE GRINDE 0.3 22 ]23 1.9 WAREWASHER 12 1/2- 1 /20 2.7 1/20 -1/2 12 BEER DISP. - 0.8 24 25 1.7 COFFEE MAKER 12 1/2 ^ 2.5 --1/2 1/20 1/20 12 BEER DISP. 0.8 26 27 1.9 ICE TEA 12 1/2- ^ 2.7 /'` T 1/20 1/20 1/2 12 POS 0.8 28 29 0.5 U.C. REFRIG. 12 1/2 1 /20 0.7 ^ -1/2 12 TLWH 0.2 30 31 0.8 WIC 12 1/2- ^ 0.8 1/20 SPACE 32 33 0.2 WIC EVAP. 12 1/2- - 0.2 3� 00 SPACE 34 1/ 3 PANEL K-2 8.2 36 35 1.6 WIC C.U. 12 1/2- 9.8 /20 8.6 37 1.6 T1 7.0 38 39 1.5 TOILET DRYER 12 1/2- 8.5 1/20 7.0 40 41 1.5 TOILET DRYER 1 1/2 1 5 42 KVA SUB TOTALS 118.9116.7 11774 DEMAND FACTOR SEE CAL'S CONN'D LOAD KVA 53.0 DEMAND LOAD KVA S1.7 DEMAND AMPERES 143.6 DEMAND LOAD CAL'S KITCHEN EQUIPMENT ®_ 65%' = 23.0 x 0.65 = 15.0 KVA LIGHTING © 1.25 = 4.8 x 1.25 = 6.0 KVA TOILETS DRYER - 3.0 KVA PANEL "K2" ® 1.25% = 1.25 x 22.2 = 27.7 KVA TOTAL LOAD = 51.7 KVA 51.7 KVA/(208x1.73) = 143.6 AMPS PANELBOARD DESIGNATION K3 LOCATION SEE PLAN SPEC'S 120/208/OLTS 3 PH. 4 WIRE SOLID NEUTRAL GFCI-GROUND FAULT CURRENT INTERRUPTER NONC-NON CONCURRENT LOAD 225 AMPERE BUS 150 AMPERE MAIN IG- ISOLATED GROUND 22k AMPERE INT.CAP. SPECIAL TC-CONTROLLED VIA TIME CLOCK X SW-ON/OFF SWITCHING DUTY -BREAKER (NEC 240-83(d)) MOUNTING: FLUSH SURFACE LO-BREAKER HANDLE LOCK FED FROM: TOP BOTTOM AFCI-ARC FAULT CURRENT INTERRUPTER No KVA DESCRIPTION SPEC WIRE OND 3/40 A B C 2/35 OND WIRE SPEC DESCRIPTION- KVA No 3/4 10 NOTE EXIST.' AHU#1 2.8- 2 1 3.2 KEF NOTE 8 3/4 6•0 6.0ff 3 ffI 2.8 4 /40 6.3 5 r3. 3/4 8 EXIST. CU#1 3.1157 KEF 12 3/4 4.0T 3.1 8 3.9 2/355 3.9 9 0.9 3/4 10 EXIST. AHU#2 3.0 10 11 0.9 3.0 12 3/60 13 4.9 KSF-CU 6 1 4.9 � SPACE 14 2/30 7.7 7.7 15 4.9 3/4 10 EXIST. CU#2 2.8 16 17 4.9 2.8' 18 1/12 19 1.2 PCU 12 1/2 1.2 ^ 20 21 SPACE 22 23 SPACE 24 1/12 25 1.2 HOOD CONTROL 12 1/2 1.2 '� ^ � � ^ ^ ^ ^ 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 `42 KVA SUB TOTALS 117.3 117.6 17.9 DEMAND FACTOR SEE CAL'S' CONN'D LOAD KVA 52•8 DEMAND LOAD KVA 46.5 DEMAND AMPERES 129.2 NOTES: 1. CONTROLLED & WIRED VIA HOOD CONTROL PANEL, SEE HOOD WIRING SCHEMATIC SHOP DRAWINGS FOR DETAILS. 2. RECONNECT EXISTING A/C EQUIPMENT. D.L. CALCULATIONS; CONNECTED LESS NONC-HEATING LOAD = 52.8-10.0 KVA = 42.8 KVA 25% LARGEST MOTOR LOAD = 14.7 x 0.25% = 3.7 KVA TOTAL D.L. = 46.5 KVA; 46.5/(2080.73) = 129.2''AMPS 0 foe* • . . • • . •. • • of • w •••• �••••• • ••• • ••w• [if-WLLE i STEFFENS LLP ARCHITECTURE AR 0003466 INTERIOR DESIGN - I B 26000577 316 MIRACLE MILE CORAL GABLES, FL 3 3 1 3 4 j TEL: 305.448.5299 FAX: 305.444.0842 mike@neviffesteffens.com gfeg@neviftnteffens.com *.' No 401 8 ' STATE F 00 !dJ • it It 1 MEP Engineer: CA # 6577 i I. Leon and Assoc., Inc. 15521 S.W.149th. CT. Miami, FL 33187 Tel: 305-232-0031 Fax: 305-232.0031 Structural Engineer Comerstone Engineering Partnership, Inc. 12924 SW 114 Ct Miami, FL 33176 Tel: 786-236-4712 Fax: 305-25&1017 Food Service Consultant I HOSPITALITY KITCHEN DESIGN 301 Crawford Blvd. Suite 200 Boca Raton, FL 33432 Tel: 561-246.3707 CHOP STICKS 7400 SW 74th. COURT MIAMI, FLORI IA CONSTRUCTION DOCUMENTS' COPYRIGHTO 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUCMETS OF SERVICE AND SHALL REMAIN THE PROPERTY OF NEMLLE/STEFFENS LLP, WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ONtOTHER PROJECTS OR EXTENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND NTH APPROPRIATE COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLEj STEFFENS LLP 1S PROHIBITED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS' MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: V22/2016 REVISED: 1. CONST. SET 03/10/2017 REVISED: REVISED: REVISED: 09/23/2016 Em3 CIRCUIT N H BLK WHITE c CIR -I N H BLK WHIT CIRCUIT N H BLK WHIT ®TO EMERG. & EXIT LIGHTS BLK RED +24V WHIT BLK LU RED RED Y o Y o COIL RED 2 1 I ATD1000 ATD1000 J CU300A O 0 AASONREQUIIRED Q O BLK PROVIDE MULTIPLE SENSORS 1—PER 1000 S.F. OF COMMON WHITE SPACE AREA WITH MULTIPLE CIRCUITS O MAX. OF (3) SENSORS PER CU300A 3 BLK WHITE SPACE BLK WHITE SPACE KEY LEGEND: Q HUBBELL H—MOSS CEILING MOTION SENSOR MODEL ATD1000C - COVER 1000 S.F. AREA 24Vdc-33mA WITH TIME DELAY ADAPTIVE 8 TO 40 MINUTES' 2Z HUBBELL H—MOSS CONTROL UNIT MODEL CU120A (120V) TO CONTROL UP TO 3 SENSORS MAX. 1800 Watts LOAD UL-94 SUITABLE FOR PLENUM 3) TYPICAL CKT. OVERRIDE OFF SWITCH ® ALL EMERGENCY AND EXIT LIGHTS SHALL BE WIRED TO COMMON AREA CIRCUIT AHEAD OF LIGHTING CONTROL TYPICAL AUTOMATIC LIGHTING CONTROL N. T.S. NOTE.. LIGHTING MOTION SENSORS CONTROLS MAY BE SUBSTITUTED WITH TIME CLOCK AND LIGHTING CONTACTORS PER, OWNER CHOICE REQUIREMENTS TO MEET 2014 FUEL GAS CODE 505.1.1 TO MEET 2014 FUEL/GAS CODE 505.1.1 AN ELECTRIC GAS VALVE IS TO BE USED IN CONJUNCTION WITH A RESET RELAY DEVICE TO OPERATE THE GAS WHEN THE HOOD SYSTEM IS TURNED ON AND OFF. ADDITIONALLY ALL RECEPTACLES UNDER THE HOOD, RECEPTACLES BEING USED TO POWEREQUIPMENT UNDER THE HOOD (EVEN IF THE RECEPTACLE IS OUTSIDE THE HOOD) AND HARDWIRED CIRCUITS POWERING EQUIPMENT UNDER HOOD NEED TO BE DE -ENERGIZED WHEN THERE IS A FIRE OR WHEN THE HOOD IS TURNED OFF. BASED ON THIS IT IS STRONGLY RECOMMENDED THAT SHUNT TRIP `BREAKERS ARE NOT USED, BUT NORMALLY OPEN CONTACTORS ARE USED BY THE ELECTRICIAN FOR EACH CIRCUIT UNDER THE HOOD OR POWERING EQUIPMENT UNDER HOOD. BELOW 1S AN EXAMPLE DIAGRAM OF HOW THE ELECTRICIAN WOULD WIRE EVERYTHING USING THE CONTACTORS. THE ELECTRICIAN WILL BE RESPONSIBLE TO SIZE THE CONTACTORS APPROPRIATELY FOR EACH CIRCUIT AND PROVIDE THEM. ELECTRICIAN ENCLOSURE FOR CONTACTORS' (NO) POWERING RECEPTACLES EQUIPMENT UNDER .HOOD WHEN PROVIDED ---TO TERMINAL IN THE HOOD __ TO FROM ® ® y APPLIANCE CIRCUIT BREAKER -- . ®® I RECEPTACLE r--------- \ ---- - FROM y ®\® TO CIRCUIT ►APPLIANCE + I LBREAKER RECEPTACLE J TO CIRCUUIMT y APPLIANCE BREAKER y RECEPTACLE — --- I l ��--�- TO TERMINAL IN THE HOOD CONTROL PANEL NOTE TO CONTRACTOR THE NATURE OF THIS CONTRACT INVOLVES REPAIRING AND RETROFITTING OF EXISTING FACILITIES. EXISTING EQUIPMENT, DEVICES, WIRING, ETC ARE INDICATED ON THE PLANS IN THEIR APPROXIMATE LOCATIONS FOR THE CONVENIENCE OF THE CONTRACTOR; THEY DO NOT SHOW` IN DETAILS' THE FULL EXTEND OF THE WORK AND MATERIALS FOR THE JOB. CONTRACTOR MUST INSPECT THE EXISTING CONDITIONS AT THE JOB SITE AND BECOME ACQUAINTED WITH .THE CONDITIONS THAT WILL AFFECT THE WORK. IF DISCREPANCIES ARE FOUND BETWEEN THE PLANS AND EXISTING CONDITIONS, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND/OR ARCHITECT SO THAT AN ADDENDUM MAY BE ISSUED IN ORDER TO INCLUDE ALL NECESSARY WORK IN THE BASE BID. INFORMATION SHOWN IS BASED ON VISUAL INSPECTION AVAILABLE AND MAY NOT BE ACCURATE, CONTRACTOR 'SHALL VERIFY AND INFORM ENGINEER IF DIFFERENT BEFORE ANY WORK' IS DONE. NO AS —BUILT ARE AVAILABLE. EXISTING DEMAND LOAD PER AS -BUILT DRAWINGS PANEUSPACE# DEMANDLOAD PANEL "A" 201 51 AMPS PANEL "B 202 51 AMPS PANEL „C" — 203 68 AMPS PANEL "H" - HOUSE 85 AMPS TOTAL CONNECTED LOAD 255 AMPS AVAILABLE AMPERAGE PER AS —BUILT ALLOCATION = 300 AMPS 555 AMPS < 760 AMPS AVAILABLE PER VISUAL SITE CONDITIONS. AMPE USAGE IS JECT TO LANDLORD APPROVAL. 4#1 /0 & 1 # 6 GND. — 1-1 /2"C. TOTAL NEW SPACED LOAD; METER # 101 -143.6 AMPS 10 4#1 /0 & -1 # 6 GND. — 1-1/2-C. METER # 102 - 129.2 AMPS TOTAL = 272.8 AMPS 272.8 < 300.0 AMPS ALLOCATED PER AS -BUILT PLANS 3 2 TYP. 3P/150 AMPS BREAKER 0 8 4#3 & 1 # 8 GND. - 1-1/4"C. ®o PNL PNL PNL K3 K2 K1 ® O ®� ®. 000 00o O O GROUND FLOOR 5 9 _ ELECTRICAL RISER DIAGRAM N.T.S. NOTE: ONLY INFORMATION RELATED TO SPACE # 102 IS SHOWN. KEY LEGEND: O EXISTING METER CENTER 3P/800 AMPS MAIN (120/208 VOLTS-3PHASE, 4W SERVICE) O EXISTING SPACE #102 METER TO REMAIN (120/208 VOLTS— 3PHASE-2P/150 AMPS SERVICE) O EXISTING WIRING/CONDUIT TO SPACE # 102 TO BE REWORKED FED FROM (VIA) LINE GUTTER ® EXISTING PANEL "102" TO BE REMOVED © EXISTING HOUSE PANEL 7O EXISTING TELEPHONE, CTV CABINTES ® SPARE BLANK METER SPACE (101) WITH 3P/150 AMPS MAIN TO BE CONNECTED FOR NEW GROUND FLOOR TENANT (PANEL K3) O SPARE BLANK METER SPACE WITH 3P/150 AMPS MAIN TO REMAIN AS BLANK. 10 CONNECT TO SPARE METER # 101 VIA LINE GUTTER TO NEW PANEL "K3". f ••• ••• • • ••••• • ••• O•• • • ! •••• • •••• • • • • •• •••• I •w!s f • • • • 4 • • • • ♦ w • •••• •;••••• • ••• s •••f NEVILLE / STEFFENS LLP ARCHITECTURE AR 0003466 INTERIOR DESIGN I B 26000577 316 MIRACLE MILE CORAL GABLES, FL 3 3 1 3 4 TEL: 305.448.5299 FAX: 305.444.0842 , mike@nev'rilesteffens.com greg@nevMesteffens.com 1 ♦'*0 op, 1 �fl �` ..tG E /Y`� •., •` ,+ * "� No 4016 u r " y STATE ` s MEP Engineer: CA # 6577 I. Leon and Assoc., Inc. 15521 S.W. 149th. CT. Miami, FL 33187 Tel: 305-232-0031 Fax: ` 305,232.0031 Structural Engineer Cornerstone Engineering Partnership, Inc. 12924 SW 114 Ct. Miami, FL 33176 Tel: 786-236-4712 Fax: 305-256-1017 Food Service Consultant HOSPITALITY KITCHEN DESIGN 301 Crawford Blvd. Suite 200 Boca Raton, FL 33432 Tel: 561-246-3707 CHOP STICKS I 7400 SW 74th. COURT MIAMI, FLORIDA CONSTRUCTION DOCUMENTS 1 COPYRIGHT® 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE ' INSTRUCMETS OF SERVICE AND SHALL REMAIN THE PROPERTY OF NEMLLE/STEFFENS LLP, WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITED. i SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: 6/22/2016 REVISED: 1. CONST. SET 03/10/2017 REVISED: REVISED: REVISED: 09/23/2016 i TYPICALNEW r INITIATING DEVICES_— — _ I I I TO BE CONNECTED �`�J EXISTING F.A.P. DSD ----_III HOOD C.P. I I I I J"- -I I I I I I I I d❑ TYPICAL NEW I i i I i I I O 110cd NOTIFICATION TO FF ADP FROM EXISTING 1 1Ocd I I I I I I II . III I I DINING AREA I I I I I I I I I I I IJ I I II I EXISTING i i N O FIRE ALARM i ,$ CONTROL I I v Q I PANEL (FAP) II FIRE ALARM RISER DIAGRAM I I _— _— --- o p a SCALE : NTS CID L 000 ElEXIST. STAIR ONLY DEVICES SHOWN, CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL •' I IAIRRFLFLOWKEF-1FAN# 1PCU 000 FIRE ALARM NOTES: 1. SMOKE DETECTORS SHALL BE INSTALLED MINIMUM 3'-0" FROM HVAC I I I I SUPPLY AIR DIFFUSERS I I a N 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE PROPOSED I I I EXIST. BLDG. LOBBY I FIRE ALARM SYSTEM. INCLUDING ALL DEVICES AND WIRING LAYOUTS I I TO THE FIRE MARSHAL FOR APPROVAL PRIOR TO SUBMITTING TO ENGINEER FOR REVIEW. ANY REVISIONS AND/ OR ADDITIONS REQUIRED I I I p BY THE LOCAL JURISDICTION PRIOR TO OBTAINING CERTIFICATE OF OCCUPANCY ARE THE RESPONSIBILITY OF THE CONTRACTOR AND WILL NOT BE REASON FOR ADDITIONAL COMPENSATION TO THE I a ffi ��„ F.A.P. CONTRACTOR. — 3. SEE MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF HVAC i HO D CON OL EQUIPMENT. x 4. EXISTING DEVICES IN AREAS NOT AFFECTED SHALL BE RECONNECTED _ \ TO I F.A. PANEL; PROVIDE NEW DEVICES AS INDICATED ON PLANS 5. FIRE ALARM SYSTEM SHALL BE PROVIDED WITH MUSIC SHUT-OFF I � 0 � �0� EXIST. ELEV. EXILi ELE TOR DURIN FIRE MODE I R � MACHINE RM. 6. SYSTEM SHALL BE INSTALLED TO COMPLY WITH NFPA-70 (FA2:1)& 72 - DSD. PROVIDE SHOP DRAWINGS FOR APPROVAL . EXISTSTAIR N II I N SYMBOL I I I I a u O AREA SMOKE DETECTOR, TO MATCH BUILDING STANDARD. I I 2 N JU a MANUAL PULL STATION, TO MATCH BUILDING STANDARD I I 48 A.F.F. TO CENTER OF DEVICE X X N N SPEAKER/HORN MATCH EXISTING V L-J MOUNTED 80 A.F.F. TO BOTTOM OF STROBE LT. 00 Moo 00 N 11Ccd 110 CANDELA STROBE, 0.133 A./24 VDC MM D c0 `SPEAKER SETTING 0 0.5 WATT ( 83.2 dBA) DSD DUCT SMOKE DETECTOR TO COMPATIBLE WITH EXISTING I I O O SYSTEM. I I II NFCC. EQUIPMENT DEACTIVATION RELAY I I d- LO Ln _ BAR SEATING AREA FAP - NEW DEVICES SHALL BE CAPABLE OF INTERFACING I I WITH WITH EXISTING BUILDING FIRE ALARM SYSTEM I I a 1 IOCd _ m mm m m m mm 0 II 0 N ❑ II FIRE ALARM SYSTEM SEQUENCE OF OPERATION I I N BUILDING FIRE ALARM EVACUATION' SIGNAL SHALL BE INITIATED AUTOMATICALLY I I WOMEN'S M BY : SYSTEM SMOKE AND HEAT DETECTORS ; MANUAL I I STROOM N PULL STATIONS AND KITCHEN HOOD SUPPRESSION SYSTEMS. 15cd _— — — — — — — — — — — 1 o N I - BUILDING FIRE ALARM EVACUATION SIGNAL SHALL CONSIST OF ACTIVATION OF I I AHU ALL FIRE ALARM 'NOTIFICATION DEVICES INCLUDING; COMBINATION HORN/ STROBE I I _ -_ ��, UNITS; STROBE LIGHT' UNITS; FIRE BELL; - PANEL SHALL TRANSMIT ALARM SIGNAL TO REPORTING STATION AS REQUIRED BY I I ENDS THE CITY OF SOUTH MIAMI, FLORIDA. I I R STROOM SYSTEM SHALL BE INTERCONNECTED WITH MAIN BUILDING FIRE ALARM SYSTEM I I (E ISTING) I I CORRIDOR AND BE COMPATIBLE WITH EXISTING BUILDING SYSTEM. I I I O INTERCONNECTION SHALL BE CAPABLE OF PERFORMING SMOKE EVACUATION I ( 15 d I — — — — — — I — SEQUENCE REQUIRED AND ACTIVATION OF ALARM MODE IN AREAS OUTSIDE I I c I o I o I u OF DINING AREA: J FIRE ALARM SHALL BE PROVIDED WITH PUBLIC ADDRESS SYSTEM OR PRE-RECORDED MASSAGE AS MAY BE REQUIRED BY FIRE DEPARTMENT.IL 7 N NOTE: BUILDING IS NOT SPRINKLERED. ('1') FIRE ALARM PLAN FA-1 SCALE 1/411 = 1'-011 ••• ••• • • • •••• • • • ••• • • • ••• • • • • • • • •• • • • ••• • ••• • •••• ••••• ••• •••• • • • A.? %so • ••••• • ••• • ""04 • NEVILLE / STEFFENS LLP ARCHITECTURE AR 0003466 INTERIOR DESIGN I B 26000577 316 MIRACLE MILE CORAL GABLES, FL 3 3 1 3 4 TEL: 305.448.5299 FAX: 305.444.0842 mike@nevigesteffens.com greg@rrevillesteffens.com Will Itttttt No 4016 ft STATE F44 e+ `� (? R 1 b P N=d�a �i. Ca tS ..•• e `'%s/olV MEP Engineer: CA # 6577 I. Leon and Assoc., Inc. 15521 S.W. 149th. CT. Miami, FL 33187 Tel: 305-232.0031 Fax: 305-232-0031 Structural Engineer Cornerstone Engineering Partnership, Inc. 12924 SW 114 Ct. Miami, FL 33176 Tel: 786-236-4712 Fax: 305-256-1017 f Food Service Consultant HOSPITALITY KITCHEN DESIGN 301 Crawford Blvd. Suite 200 a Boca Raton, FL 33432 Tel: 561-246-3707 CHOP STICKS �►s 7400 SW 74th. COURT wy, MIAMI, FLORIDA CONSTRUCTION DOCUMENTS COPYRIGHT® 2015 NEVILLE/STEFFENS LLP ALLRIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS AR INSTRUCMETS OF SERVICE AND SHALL REMAIN THE PROPERTY OF NEVILLE/STEFFENS LLP, WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT. THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRI COMPENSATION TO NEVILLE/STEFFENS LLP REPRODUCTION OF SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF NEVILLE/ STEFFENS LLP IS PROHIBITED. SEAL: NEVILLE STEFFENS ARCHITECTS, LLP FLORIDA REGISTRATION AA 0003466 FRANCIS MICHAEL STEFFENS FLORIDA REGISTRATION AR 0011052 REVISED: 6/22/2016 REVISED: 1. CONST. SET 03/10/2017 REVISED: REVISED: REVISED: 09/23/2016 rmit Na. Address: -13 i - WJW �7�r "l gA'��'?€ 1#.'.''4p'i'k+.8 WE7i-9YZta✓ssE$iS}d*,. T,.2r �v ELL, fln ..4..s..o. :11�; reowa E -M, rna c -y of S'h M3.711 2 Tipft PWFra M� r : A