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CC18-3517 PLANS
a M PROJECT INFORMATION USE AND OCCUPANCY CLASSIFICATION: SCOPE OF WORK USE AND OCCUPANCY A-2, ASSEMBLY, LESS CONCENTRATED, NON -FIXED TABLES AND CHAIRS (FBC CHAPTER 3) RESTAURANT BUILD -OUT AT EXISTING VACANT TENANT SPACE. ' NEW RESTROOMS. PREVIOUS + NEW DINING LAYOUT. OCCUPANCY MERCANTILE NEW INTERIOR FINISHES. ' NEW ELECTRICAL, PLUMBING AND HVAC DISTRIBUTION WITHIN SPACE. OCCUPANT LOAD: FUNCTION AREA LOAD FACTOR (FBC TABLE 1004.1.1) OF SPACE S.F. ALLOWED PER PERSON AS PER OCCUPANT LOAD NO STRUCTURAL WORK. (GROSS) FBC SIXTH EDITION TABLE 1004.1.1 KITCHEN 793 100 SF / P 7.93 SEATING 1,146 15 SF / P ASSEMBLY 76 4 INTERIOR WITHOUT FIXED SEATS-UNCONCENTRATED SEATING 569 15 SF / P ASSEMBLY 37.93 EXTERIOR WITHOUT FIXED SEATS-UNCONCENTRATED WAITING 81 3 SF / P ASSEMBLY WAITING 27 STORAGE 169 300 SF/P 0.56 TOTAL OCCUPANCY LOAD: 150 OCCUPANTS RESTROOM DATA (table 403.1 FLORIDA Building Code 6th Edition - Plumbing): ASSEMBLY USE - A2 OCCUPANCY WATER CLOSET URINAL LAVATORIES DRINKING FTN. SERVICE SINK MALE FEMALE MALE MALE FEMALE 1 PER 75 N/A 1 PER 200 N/A 1 REQUIRED 1 1 0 1 1 - 1 PROVIDED 1 1 1 0 1 1 NOTE 1 1 TOTAL OCCUPANCY= 150 OCCUPANTS I MALE = 75 FEMALE= 75 NOTE 1: SECTION 410 DRINKING FOUNTAINS 410.1: WHERE WATER IS SERVED IN RESTAURANTS, DRINKING FOUNTAINS SHALL NOT BE REQUIRED. BUILDING INFORMATION REQUIRED PROVIDED REQUIRED PROVIDED HEIGHT EXISTING EXISTING EMPLOYEES ... 10 (2 SHIFTS PER DAY) STORIES EXISTING 1 STORY EXISTING 1 STORY ACTUAL SEATING CALCULATION (INTERIOR AND EXTERIOR) "' 82 INTERIOR 34 EXTERIOR GROSS LEASE AREA ... 2,520 S.F. OCCUPANT LOAD (EGRESS) ... 112 FIRE SPRINKLER NONE NO SPRINKLER EXITS REQUIRED 2 2 FIRE ALARM NONE N/A EGRESS WIDTH 150 x0.2"=30" 102" FULLY MONITORED NONE N/A BUILDING CODE ANALYSIS APPLICABLE BUILDING CODES • 2017 FLORIDA BUILDING CODE (FBC) SIXTH EDITION • 2017 FLORIDA MECHANICAL CODE (FBC) SIXTH EDITION • 2017 FLORIDA ELECTRICAL CODE (FBC) SIXTH EDITION • 2017 FLORIDA PLUMBING CODE (FBC) SIXTH EDITION • ASCE 7 • AMERICAN WITH DISABILITIES ACT (ADA) • FLORIDA ACCESSIBILITY CODE (FBC CHAPTER 11) • FLORIDA FIRE PREVENTION CODE (SIXTH EDITION) INCLUDING: •• NFPA 101 SAFETY CODE (2012 WITH FLORIDA AMENDMENT) •• NFPA 1 UNIFORM FIRE CODE (2012 WITH FLORIDA AMENDMENT) •LOCAL CODES. APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. THESE PLANS ARE IN COMPLIANCE WITH CHAPTER 456 OF THE FLORIDA BUILDING CODE. FBC TABLE 803.5 FLAME SPREAD RATING FOR INT. WALL FINISHE OCCUPANCY - ASSEMBLY (GROUP A-2) NOT SPRINKLERED EXIT PASSAGEWAYS & ENCLOSURES CORRIDORS ROOMS AND ENCLOSED SPACES ALL FLOOR FINISHES TO BE CLASS I OR II ALTERATION LEVEL PER EXISTING BUILDING (FBC) SIXTH EDITION FBC TABLE 601 FIRE RESISTIVE RATINGS FOR BUILDING BUILDING IS CONSTRUCTION TYPE III (B) - NOT SPRINKLERED. ALL PROPOSED WORK TO COMPLY WITH THESE REQUIREMENTS. cLAss B FIRE EXTINGUISHER REQUIREMENT CLASS B REQUIRED: (1) 5 LB ABC TYPE EXTINGUISHER PER EVERY 2,500 S.F. NOT TO CLASS C EXCEED 75 FT OF TRAVEL. MOUNTED 60" A.F.F. MAX HEIGHT (TOP) PROVIDED: SEE LIFE SAFETY PLAN 505.1 SCOPE. LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE BUILDING AREA. 505.2 APPLICATION. LEVEL 3 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 AND 8 FOR LEVEL 1 AND 2 ALTERATIONS, RESPECTIVELY, AS WELL AS THE PROVISIONS OF CHAPTER 9. COMPLIANCE METHOD WORK AREA COMPLIANCE METHOD PER FBC-EXISTING BUILDING 301.1.2 WILL BE USED. FLAME SPREAD AND SMOKE DEVELOPED INDEXES INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. SUCH INTERIOR FINISH MATERIAL SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOK -DEVELOPEDINDEXES. CLASS A. FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450. CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450. CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 SIGNAGE SIGNAGE BY OTHERS UNDER SEPARATE PERMIT. SYMBOLS U N O UNLESS NOTED OTHERWISE NEW PARTITION, SEE FLOOR PLAN AND WALL TYPE FOR MORE INFORMATION DRAWING NUMBER NEW LOAD BEARING WALL, SEE VA1.02 SHEET NUMBER STRUCTURAL DRAWINGS MATCH LINE:�,yy�7�!^ EXISTING WALL/PARTITION TO REMAIN, SEE REFERS TO �° MATCH LINE LE.{LGLl✓1L FLOOR PLAN CONTINUATION 1/A1.01 OF DRAWINGS4 EXISTING STRUCTURAL COLUMN TO REMAIN, DRAWING S�1 SEE FLOOR PLAN SECTION p NUMBER - - - - _ EXISTING ELEMENT TO BE DEMOLISHED SYMBOL q0 00 SHEET NUMBER - - - - _ KEY NOTE, SEE KEY NOTE LEGEND FOR DRAWING 00 DEFINITION, LOCATED ON RESPECTIVE 0 NUMBER SHEET DETAIL OR ENLARGED A0.00 SHEET NUMBER FINISH KEY, SEE FINISH SCHEDULE FOR PLAN SYMBOL X-00 O DEFINITION ON SHEET A0.03 DRAWING NUMBER XX EQUIPMENT KEY, SEE EQUIPMENT ELEVATION SCHEDULE FOR DEFINITION ON SHEET A1.03 SYMBOL A0.00 SHEET NUMBER WALLTYPE NUMBER ABBREVIATIONS WALL TYPE SYMBOL AFF ABOVE FINISHED FLOOR INT. INTERIOR REVISION Z� REVISIONALUM. ALUMINUM K.E.C. KITCHEN EQUIP. CONTRACTOR DELTA NUMBER NUMBER BV BALL VALVE (FULL PORT) L.L. LANDLORD ELEVATION IN B.O, BOTTOM OF MC MECHANICAL CONTRACTOR REFERENCE TO C. CONDUIT (N) NEW ELEVATION TAG EL. 0'-0" A.F.F. FINISH FLOOR SYMBOL T P rl BEAM- CO CONDUIT ONLY NC NOT N CONTRACT ELEMENT TAG CW COLD WATER NITS NOT TO SCALE IS REFERING TO (E) EXISTING CA OUTSIDE AIR EC ELECTRICAL CONTRACTOR O.C. ON CENTER EXISTING NEW ELEVATION GRADE/PAVING ELEVATION �� _ CONDITION EWH ELECTRICAL WATER HEATER PC PLUMBING CONTRACTOR ELEVATION �!+ WITH REF. WITH EXT. EXTERIOR FAR RETURN AIR REGISTER N.G.V.D. REFERENCE TO N.G.V. D, FOP FACE OF FINISH R.I.H. ROUGH -IN HEIGHT REFER TO FOS FACE OF STUD S.S. STAINLESS STEEL DOOR F.S. FLOOR SINK STL. STEEL DOOR SCHEDULE FOR G.C. GENERAL CONTRACTOR STRUCT. STRUCTURE, STRUCTURAL XX - DEFINITION IDENTIFICATION SYMBOL H.W. HOT WATER T.O. TOP OF ID INDIRECT DRAIN WCO WASTE CLEAN OUT AMARANTHINE AT 9801 NE 2nd AVENUE MIAMI SHORES, FLORIDA 33138 PROJECT DIRECTORY JURISDICTIONAL AUTHORITIES OWNER / TENANT ARCHITECT PLANNING I ZONINGI BUILDING DEPARTMENT FIRE DEPARTMENT THE ARCHITECTS GROUP, INC. MIAMI SHORES VILLAGE AMARANTHINE 8000 NW 7 STREET SUITE 101 10050 NE 2nd AVENUE MIAMI DADE FIRE DEPARTMENT 9801 NE 2nd AVENUE MIAMI, FLORIDA 33126 MIAMI SHORES VILLAGE, FLORIDA 33138 9300 NW 41ST STREET MIAMI SHORES, FLORIDA 33138 305.740.0150 305.795.2204 MIAMI, FLORIDA 3317 305.740.0158 FAX 305.756.8972 FAX PEDRO P. RAMOS, R.A. LANDLORD MECHANICAL, PLUMBING, ELECTRICAL PUBLIC SERVICES / UTILITIES DEPARTMENT ENGINEERING / PUBLIC WORKS ARPE ENGINEERING INC. 2020 PONCE DE LEON BLVD SUITE 1002 CORAL GABLES, FLORIDA 33134 305.444.9809 305.444.9827 FAX AMARILIS RODRIGUEZ P.E. STRUCTURAL HEALTH DEPARTMENT FLORIDA DEPARTMENT OF BUILDING & PROFESSIONAL REGULATION DIVISION OF HOTELS AND RESTAURANTS 1940 N. MONROE STREET TALLAHASSEE, FLORIDA 32399 o, KEY PLAN N.T.S SHEET INDEX ARCHITECTURE MECHANICAL AO.01 COVER SHEET M1.01 MECHANICAL FLOOR & ROOF PLAN AO.02 GENERAL NOTES 1)12.01 MECHANICAL NOTES AO.03 SITE PLAN M2.02 MECHANICAL SCHEDULE A1.01 PROPOSED FLOOR PLAN M2.03 MECHANICAL DETAILS I A1.02 REFLECTED CEILING PLAN M2.04 MECHANICAL DETAILS II A1.03 FINISH FLOOR PLAN ELECTRICAL A1.04 FURNITURE PLAN A2.01 INTERIOR ELEVATIONS E1.00 ELECTRICAL FLOOR PLAN A4.01 RESTROOM PLAN E1.01 ELECTRICAL ROOF PLAN A5.01 TYPICAL DETAILS E1.02 LIGHTING PLAN A6,01 UL DETAILS E2.01 PANEL SCHEDULES AND RISER LS1.01 LIFE SAFETY PLAN E2.02 LEGEND AND NOTES KITCHEN CONSULTANT PLUMBING FS-1 EQUIPMENT PLAN P1.00 PLUMBING SITE PLAN FS-2 EQUIPMENT SCHEDULE P1.01 SANITARY AND GREASE FLOOR PLAN FS-3 ELECTRICAL CONNECTION P1.02 PLUMBING FLOOR PLAN FS-4 PLUMBING CONNECTION P2.01 SANITARY ISOMETRIC HOODS P2.02 WATER AND GAS ISOMETRIC P3.01 PLUMBING SCHEDULES AND DETAILS Sheet 1 HOOD PLAN AND DETAILS Sheet 2 HOOD DETAILS AND CALCULATIONS WALK-IN COOLER/FREEZER Sheet 1 WALK-IN COOLER/ FREEZER PLAN AND DETAILS REVISION ISSUE LOG REV.# ISSUE DATE DESCRIPTION AFFECTED SITES REVA 01.18.19 REVISION AO.01, A1.01 REV.2 03,18.19 REVISION A0,01, A1.01, A5.01, A6.01, LS1.01 RESPONSIBILITY SCHEDULE CONTRACTOR SUPPLIED, CONTRACTOR INSTALLED OWNER SUPPLIED, CONTRACTOR INSTALLED OWNER SUPPLIED, OWNER INSTALLED AS EXISTING REMARKS BUILDERS RISK- PROPERTY INSURANCE SELECTIVE DEMOLITION CONCRETE SLAB FRONT ENTRY & SIDE DOOR STOREFRONT AWNING STOREFRONT & REAR ENTRY SIGNAGE SIDE EXIT DOOR WALL FINISHES DRYWALL & STUD DEMISING PARTITIONS DRYWALL & STUD INTERIOR PARTITIONS DRYWALL & ACOUSTIC TILE CEILINGS LIGHT FIXTURES INTERIOR DOORS & FRAMES CUSTOM MILLWORK CUSTOM STAINLESS STEEL CASEWORK HAND SINKS • MOP SINKS HOT WATER HEATER TOILET ROOM FIXTURES ACCESSORIES (EXCEPT AS NOTED BELOW) - SOAP & PAPER TOWEL DISPENSER • - TRASH RECEPTACLES 01 EQUIPMENT LIST ITEMS *11 BEVERAGE DISPENSING EQUIPMENT 01 WATER FILTERS FOR ICE / BEVERAGE SYSTEM 91 MENU BOARD BRACKETS & FRAMES 01 WALL MOUNTED GRAPHICS 91 CASH REGISTER 1 POS SYSTEM DINING TABLES, CHAIRS & BARSTOOLS DINING BAR TOP SECURITY CAMERAS & SYSTEM TELEVISION SETS GREASE INTERCEPTOR FIRE EXTINGUISHER FIRE ALARM SYSTEM AUTOMATIC FIRE EXTING. (SPRINK.) SYSTEM GAS PIPING SYSTEM (EXCEPT AS NOTED) - GAS PIPING TO SPACE -GAS PIPING WITHIN SPACE - WATER PIPING TO SPACE - WATER PIPING WITHIN SPACE - VENT PIPING - WATER METER • HVAC SYSTEM - EXHAUST HOOD & FAN - EXHAUST DUCTING - MAKE-UP AIR UNIT - EXHAUST DUCT LEAK TEST - ROOFTOP UNIT - SUPPLY & RETURN DUCTS WITHIN SPACE ELECTRICAL SYSTEM (EXCEPT AS NOTED) - ELECT. SERVICE TO MAIN DISCONNECT - MAIN DISCONNECT TO SERVE SPACE - CONDUCTOR TO DISCONNECT 10 -ELECTRICAL METER - MAIN CONDUIT TO SPACE 10 - MAIN CONDUCTOR TO SPACE - DISTRIBUTION PANEL(S) WITHIN SPACE - DECORATIVE LIGHT FIXTURES - ELECTRICAL DISTRIBUTION TO SPACE -TELEPHONE & DATA WIRING SYSTEM (& JACKS) -TELEPHONE UNITS -ROOF CURBS PENETRATIONS I FLASHING REMARKS: The Architects Grout • d,e,sj • 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 5 0 F. 3 0 5 - 7 4 0 - 0 1 5 8 e-mail ta9dbk4Pta9dbi.c0m website- www.tagmiami.com corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. LIJ 2_ m z. M W M CO J M - W �. 1:.1... Q W CID N F W - w _ U < WM V Z W X `W 1 Q W OV 1 �n 0 �••� J_ Cn W M� Z � Z Z W ao CO � J ZZW LL Q¢w v �O UOf 2 w W ..f. / Z n O N \o< Cl. ICO YNTERIORO Gt; PAB� R tcLP • I l 0p3g98 o' Z N,m Mq ; s9 AR on,os9 • `FOF 010p F Flop G �fiO ARCHY� DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOBNO: 1517-01 DRAWN: JACT CHECKED PR REVISIONS: I RBASION 01.18.19 2 BZ COMMENTS 03.18.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: COVER SHEET SHEET NUMBER: A0.01 N fl M a nti W It �i Q3 N 0 I OD N m N U 0 3 v 0 O z 0 m c 0 c� I 0 g 0 I n 0 d t i v N w z O 00 rn I c 0 c m m c c 0 0 0 I n 00 0 .a a` bi a 0 CD t w FE GENERAL NOTES: 1. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF THE CONSTRUCTION MEANS, METHODS, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. ALL CONTRACTORS AND SUBCONTRACTORS SHALL HOLD HARMLESS THE OWNER, ARCHITECT AND HIS ENGINEER FOR ANY PERSONAL INJURY OR DAMAGE ON THE JOB AND/OR TO ADJACENT PROPERTIES, AND FOR WORK NOT INSPECTED OR NOT PROPERLY INSPECTED. PRIOR TO DEMOLITION AND/OR NEW CONSTRUCTION, CONTRACTOR AND HIS SUBCONTRACTORS ARE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES AND STRUCTURAL ELEMENTS. ANY DAMAGES TO EXISTING UTILITIES AND/OR STRUCTURAL ELEMENTS SHALL BE REPLACED AT SOLE COST TO CONTRACTOR. 2. BIDDER/CONTRACTOR MUST REVIEW AND BECOME THOROUGHLY FAMILIAR WITH THE CONSTRUCTION DOCUMENTS. ON THE SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE HIS RESPONSIBILITY. IF DOUBT EXIST IN THE MIND OF THE BIDDER/CONTRACTOR AS TO THE TRUE MEANING OF ANY PART OF THE CONTRACT DOCUMENTS AND/OR ON -SITE CONDITIONS, HE/SHE MUST REQUEST CLARIFICATION IN WRITING. ARCHITECT AND HIS ENGINEERS SHALL RESPOND TO ANY INQUIRY IN WRITTEN FORM. ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK INVOLVED. SURVEY OF EXISTING PROPERTY TO BE PROVIDED BY OWNER. 3. ALL WORK SHALL CONFORM WITH THE BUILDING CODES HAVING JURISDICTION AND THE LATEST VERSION OF OSHA, NFPA, INDUSTRY STANDARDS, AND MANUFACTURER'S SPECIFICATION. 4. ALL WOOD IN CONTACT WITH MASONRY SHALL BE PRESSURE TREATED. WOOD CASINGS, JAMBS AND TRIM SHALL BE STAIN GRADE OR CLEAR UNLESS SPECIFIED OTHERWISE. 5. INSULATE MASONRY WALLS, EXTERIOR STUD WALLS, AND ATTIC SPACE IN ACCORDANCE WITH THE DOCUMENTS AND ENERGY CALCULATIONS. 6. ALL DRYWALL, DECORATIVE SIDING & TRIM AND STUCCO SHALL RECEIVE TWO COATS OF PREMIUM QUALITY PAINT OVER ONE COAT OF PRIMER. WOOD SHALL BE PAINTED OR STAINED. SEE FINISH SCHEDULE FOR ALL PAINT/STAIN COLORS. EXTERIOR WOOD SHALL BE PRIMED, AND PAINTED WITH TWO COATS OF EXTERIOR GRADE ENAMEL OF PREMIUM QUALITY. 7. ALL WALL SHEATHING IN POTENTIALLY WET AREAS SUCH AS THE KITCHEN, AND BATHROOMS SHALL BE DENS GLASS GOLD SHEATHING (MOLD RESISTANT). 8. THE CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTAL MATERIAL REQUIRED TO PROPERLY INSTALL, SUPPORT, AND BRACE ALL ITEMS AND COMPONENTS WITHIN THE SCOPE OF WORK. 9. COMMENCEMENT OF, OR WORK BY ONE TRADE OR SUBCONTRACTOR OVER THE EXISTING FINISHED WORK OF A PREVIOUS TRADE OR SUBCONTRACTOR SHALL CONSTITUTE UNCONDITIONAL ACCEPTANCE OF THE PREVIOUS WORK BY THE NEW TRADE OR SUBCONTRACTOR. 10. FIXED GLASS AND/OR OPERABLE WINDOWS WITHIN 24" OF THE FINISH FLOOR SHALL BE SAFETY GLASS. 11. COMPLETION: CONTRACTOR TO NOTIFY OWNER AND/OR ARCHITECT IN WRITING AT LEAST ONE WEEK PRIOR TO FINAL INSPECTION. FINAL DISBURSEMENT TO CONTRACTOR SHALL NOT BE MADE UNTIL OWNER'S PUNCH LIST HAS BEEN SATISFIED. CONTRACTOR TO PROVIDE OWNER WITH WRITTEN GUARANTEE ON ALL EQUIPMENT. CONTRACTOR AT COMPLETION OF WORK SHALL REMOVE FROM THE PREMISES ALL RUBBISH, IMPLEMENTS, EQUIPMENT, AND SURPLUS MATERIALS, LEAVING THE PROJECT "BROOM CLEAN". 12. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OR SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 13. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 14. ALL WORK AND/OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS OR INDUSTRIES RECOMMENDATIONS AND SPECIFICATIONS. 15. IN THE EVENT OF DAMAGES TO THE BUILDING WHICH REQUIRE ASSESSMENT FOR AN INSURANCE CLAIM, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER OF THE CIRCUMSTANCES SURROUNDING THE LOSS, DOCUMENT DAMAGES, DETERMINE AND PRICE REPAIRS, DETERMINE IMPACT TO THE PROJECT SCHEDULE, SUBMIT ALL INFORMATION TO THE OWNER WITHIN 72 HOURS OF A LOSS. 16. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AT THE TIME THE WORK IS PERFORMED. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS AFTER THE WORK HAS BEEN COMPLETED. 17. THE ARCHITECT AND ENGINEERS WILL NOT PROVIDE TO THE CONTRACTOR OR HIS SUBCONTRACTORS ANY DISKS OR ELECTRONIC MEDIA PREVIOUSLY/CURRENTLY USED IN THE PREPARATION OF THE CONSTRUCTION DRAWINGS. DO NOT REPRODUCE THE DRAWINGS FOR USE AS SHOP DRAWINGS. 18. DO NOT CUT OR DRILL ANY STRUCTURAL MEMBER OTHER THAN DESCRIBED ON THE STRUCTURAL DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. 19. THE GENERAL CONTRACTOR SHALL CREATE AN ONGOING RECORD SET OF DRAWINGS OF ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS. HE SHALL NEATLY AND CORRECTLY ENTER IN COLORED PENCIL, ANY DEVIATIONS ON THE DRAWINGS AFFECTED AND SHALL KEEP THE DRAWINGS AVAILABLE FOR INSPECTION. AN EXTRA SET OF DRAWINGS WILL BE FURNISHED FOR THIS PURPOSE. THE GENERAL CONTRACTOR WILL MAKE ANY FINAL CORRECTIONS TO DRAWINGS AND SHALL CERTIFY TO THE ACCURACY OF EACH PRINT THAT THE WORK IS COMPLETED ACCORDING TO THE DRAWINGS BY SIGNATURE THEREON AND DELIVER SAME TO THE ARCHITECT. 20. HEIGHT LIMITATIONS FOR 20 GA. STUDS ® 16" O.C. 3-5/8" METAL STUDS = 15'-5- 4" METAL STUDS = 16'-6" 6" METAL STUDS = 22'-10" 8" METAL STUDS = 28'-8" 21. HEIGHT LIMITATIONS FOR 25 GA. STUDS ® 16" O.C. 3-5/8" METAL STUDS = 11'-4" 4" METAL STUDS = 12'-4" 6" METAL STUDS = N/A 8" METAL STUDS = N/A SUBSTITUTIONS AND QUALIFICATIONS: 1. ALL PRICING SHALL BE DONE ACCORDING TO THE CONSTRUCTION DOCUMENTS WITHOUT SUBSTITUTION OR ALTERATION. THE GENERAL CONTRACTOR SHALL CALL OUT AND CLEARLY IDENTIFY PROPOSED SUBSTITUTIONS. PROPOSED SUBSTITUTIONS SHALL BE REVIEWED BY THE OWNER AND ARCHITECT AND HE/SHE SHALL HAVE FINAL AUTHORITY TO REJECT OR ACCEPT SUBSTITUTIONS AS "EQUAL" TO THE SPECIFIED ITEM OR ASSEMBLY. ANY QUALIFICATIONS TO THE BID PROPOSING ALTERNATIVE SYSTEMS, MATERIALS, METHODS, ETC. (WHICH IN THE GENERAL CONTRACTORS OPINION SHOULD REDUCE THE TOTAL COST OF THE JOB) SHALL BE OUTLINED AND ATTACHED TO THE BID FOR REVIEW BY THE ARCHITECT AND TENANT. IF THE GENERAL CONTRACTOR DOES NOT IDENTIFY AND RECEIVE OWNER APPROVAL FOR SUBSTITUTIONS, THEN THE OWNER RETAINS THE RIGHT TO DEMAND THAT THE PRODUCTS OR CONSTRUCTION METHOD ORIGINALLY SPECIFIED BE INSTALLED WITHOUT ADDITIONAL EXPENSE TO THE OWNER. 2. PRIOR TO STARTING WORK THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL THOROUGHLY EXAMINE THE SITE AND THE CONSTRUCTION DOCUMENTS TO ENSURE THEIR KNOWLEDGE OF ALL RELEVANT FIELD CONDITIONS AND REQUIREMENT AFFECTING THE WORK. NO CLAIM FOR EXTRA COMPENSATION WILL BE ALLOWED FOR THE GENERAL CONTRACTORS OR SUBCONTRACTORS FAILURE TO COMPLY WITH THE REQUIREMENT. GENERAL REQUIREMENTS: 1. CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANYTIME WITHOUT APPROVED CONTRACT DOCUMENTS. 2. THE CONTRACT DOCUMENTS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE LEGAL PROPERTY OF THE ARCHITECT'S GROUP, WHETHER THE PROJECT FOR WHICH THEY ARE PREPARED IS EXECUTED OR NOT. THE CONTRACT DOCUMENT SHALL NOT BE USED BY OWNER, OR OTHERS FOR ALTERNATIVE OR FUTURE PROJECTS OR EXTENSIONS TO THE PROJECT, NOR ARE THEY TO BE MODIFIED IN ANY MANNER WHATSOEVER WITHOUT AN AGREEMENT IN WRITING WITH THE ARCHITECT'S GROUP. 3. IT IS THE INTENT AND MEANING OF THE CONTRACT DOCUMENT THAT THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALLATION THAT IS COMPLETE AND ALL THE ITEMS AND APPURTENANCES NECESSARY, REASONABLY INCIDENTAL, OR CUSTOMARILY INCLUDED EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFICALLY CALLED OUT OR SHOWN ON THE DRAWINGS. 4. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL, STRUCTURAL, MECHANICAL, FIRE PROTECTION, TELEPHONE, ELECTRICAL (INCLUDING LIGHTING), AND PLUMBING TO ENSURE THAT REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ALL EQUIPMENT IS PROVIDED. 5. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS AND ALIGNMENTS SHALL GOVERN, THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL BE RESPONSIBLE FOR THEIR CORRECTNESS. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED BECAUSE OF THE DIFFERENCES BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS, UNLESS THEY CONTRIBUTE TO A CHANGE IN THE SCOPE OF THE WORK. ANY DIFFERENCES WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR DECISION PRIOR TO PROCEEDING WITH THE WORK. HORIZONTAL DIMENSIONS INDICATED ARE TO/FROM FINISHED FACE OF WALL UNLESS OTHERWISE NOTED. VERTICAL DIMENSIONS ARE TO/FROM FINISHED FLOOR UNLESS NOTED OTHERWISE. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT UNLESS NOTED. 6. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND FEES. 7. THE GENERAL CONTRACTOR SHALL ALSO PROVIDE A SCHEDULE OF REQUIRED SHOP DRAWINGS AND SUBMITTALS TO THE ARCHITECT AND TENANT. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT WITH FOUR (4) SETS OF PRINTS. THE GENERAL CONTRACTOR SHALL PROVIDE MANUFACTURERS CUT SHEETS AND/OR SHOP DRAWINGS FOR THE ARCHITECT'S REVIEW AND APPROVAL INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SHOP FABRICATED MILLWORK; DOOR; FRAMES; HARDWARE; FABRIC CANOPY AND ASSOCIATED STRUCTURE; DIAGRAMS; STEEL HANDRAILS/GUARDRAILS; MECHANICAL EQUIPMENT AND DUCTWORK LAYOUT; ROOFING MANUFACTURER; SPECIFICATIONS; DETAILS AND WARRANTY; SPRINKLER LAYOUT; ALUMINUM AND GLASS STOREFRONT; LIGHTING FIXTURES; AND PLUMBING FIXTURES. 8. CONTRACTOR SHALL APPOINT ONE SPECIFIC INDIVIDUAL FOR LIAISON WITH OWNER REPRESENTATIVE AND ARCHITECT. 9. THE WORK SHALL BE DONE IN ACCORDANCE WITH ALL RULES AND REGULATIONS OF ALL APPLICABLE SAFETY AND BUILDING CODES AS WELL AS THE AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES. ALL MATERIALS AND SYSTEMS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND ALL CONSTRUCTION SHALL BE OF INDUSTRY QUALITY OR BETTER. THE ARCHITECT SHALL BE ULTIMATE JUDGE OF QUALITY AS STATED IN AIA DOCUMENT A201; AND SHALL COORDINATE SUCH WITH THE OWNER. 10. THE GENERAL CONTRACTOR SHALL CONTINUOUSLY CHECK THE ARCHITECTURAL AND STRUCTURAL CLEARANCES FOR ACCESSIBILITY OF EQUIPMENT AND MECHANICAL AND ELECTRICAL SYSTEMS. NO ALLOWANCES OF ANY KIND WILL BE MADE FOR THE CONTRACTORS NEGLIGENCE TO FORESEE MEANS OF INSTALLING EQUIPMENT INTO POSITION INSIDE STRUCTURE. 11. N/A 12. THE GENERAL CONTRACTOR SHALL ORDER AND SCHEDULE DELIVERY OF MATERIALS WITH AMPLE TIME TO AVOID DELAYS IN CONSTRUCTION. IF AN ITEM IS FOUND TO BE UNAVAILABLE OR TO HAVE A LONG LEAD TIME, CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY, AND MAY BE ASKED TO MAKE RECOMMENDATIONS FOR EQUAL MATERIALS THAT WOULD BE AVAILABLE IN THE SCHEDULE TIME FRAME NECESSARY TO COMPLETE THE PROJECT ON SCHEDULE AND BUDGET. 13. CONTRACTOR IS RESPONSIBLE FOR RECEIVING AND ON -SITE STORAGE OF ALL SOFT -GOODS AND EQUIPMENT (SMALLWARES, ETC) DURING REGULAR CONSTRUCTION HOURS 14. GENERAL CONTRACTOR SHALL NOTIFY THE TENANT IN WRITING OF ANY DEFICIENCIES IN BASE BUILDING WORK PRIOR TO THE COMMENCEMENT OF THE WORK. ANY UNREPORTED DEFICIENCIES WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT. 15. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR, AND SHALL PROVIDE, PROTECTION FOR ANY EXISTING FINISHES TO REMAIN. THE GENERAL CONTRACTOR SHALL EXERCISE EXTREME CARE AND PRECAUTION DURING CONSTRUCTION OF THE WORK AND SCHEDULE THE WORK TO MINIMIZE DISTURBANCES TO ADJACENT SPACES AND/OR STRUCTURES AND THEIR OCCUPANTS, PROPERTY, PUBLIC THOROUGHFARES, ETC. THE GENERAL CONTRACTOR SHALL TAKE PRECAUTIONS AND BE RESPONSIBLE FOR THE SAFETY OF ALL BUILDING OCCUPANTS FROM CONSTRUCTION PROCEDURES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OVERTIME COSTS INCURRED THEREBY. 16. ALL DEBRIS SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS, WHEN POSSIBLE. UPON COMPLETION OF THE WORK, REMOVE ALL DEBRIS FROM THE BUILDING CREATED BY THE WORK PROVIDED UNDER THIS CONTRACT AND LEAVE ALL AREAS CLEAN. 17. THE GENERAL CONTRACTOR SHALL PROVIDE NEW FIRE EXTINGUISHERS, NEW RECESS CABINETS, AND ASSOCIATED FRAMING THE DRYWALL FURRING (AS REQUIRED) TO FULLY COMPLY WITH THE APPLICABLE LOCAL BUILDING CODES AND AHJ (AUTHORITY HAVING JURISDICTION). LOCATIONS TO BE COORDINATED IN FIELD WITH THE ARCHITECT. THE GENERAL CONTRACTOR SHALL SUBMIT MANUFACTURER PRODUCT DATA FOR THE ARCHITECT APPROVAL PRIOR TO ORDERING CABINETS. 18. N/A 19. CONTRACTOR TO INSTALL ALL ARTWORK AND DECOR INCLUDING WALL HUNG PICTURES. 20. CONTRACTOR SHALL FURNISH FIRE -RETARDANT -TREATED PLYWOOD IN ALL ENCLOSED SPACES. 21. ALL SUBCONTRACTORS ARE RESPONSIBLE FOR VERIFYING INFORMATION OF THEIR SPECIFIC TRADE WITH OTHER TRADE SUBCONTRACTOR AND THE GENERAL CONTRACTOR. 22. SUBCONTRACTORS ARE TO VERIFY ANY DISCREPANCIES ON PLANS OR SITE WITH THE GENERAL CONTRACTOR. 23. AN OMISSION OF THE PLAN DOES NOT RELEASE THE CONTRACTOR FROM THE RESPONSIBILITY OF COMPLETING WORK TO AREAS OF CODE COMPLIANCE. MILLWORK NOTES 1. ALL MILLWORK SHALL BE FABRICATED AND INSTALLED BY A QUALIFIED MILLWORK CONTRACTOR WITH EXPERIENCE IN COMMERCIAL APPLICATIONS, SIMILAR TO THE SCOPE OF THIS JOB. 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BLOCKING AT THE REQUIRED LOCATIONS FOR ALL WALL MOUNTED SHELVING, TABLES, ETC. NO EXTRA FEES WILL BE ENTERTAINED FOR LACK OF COORDINATION. 3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND HARDWARE CATALOG CUTS OF ALL MILLWORK AND HARDWARE FOR REVIEW BY THE ARCHITECT AND IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. SHOP DRAWINGS SHALL BE AT A LARGE SCALE, SUFFICIENT TO INDICATE TO THE ARCHITECT THE METHOD AND MEANS OF CONSTRUCTION INCLUDING JOINT LOCATIONS AND DETAILS. FABRICATION OF MILLWORK SHALL NOT PROCEED UNTIL SHOP DRAWING HAVE BEEN APPROVED BY THE ARCHITECT. SHOP DRAWINGS SHALL BE SUBMITTED WITH TWO (2) SETS OF PRINTS. 4. THE METHOD OF MANUFACTURING, FABRICATING, AND INSTALLING MILLWORK, EQUIPMENT, AND ITS STRUCTURAL COMPONENTS DEFINED IN THE CONTRACT DOCUMENTS IS REPRESENTATIVE AND INDICATE DESIGN INTENT ONLY. IF THE MATERIALS, DETAILS, OR DIMENSIONAL PROPERTIES ARE IN CONTRADICTION WITH THE GENERAL CONTRACTOR'S OR MANUFACTURER'S RECOMMENDATIONS, ALTERNATE DETAILS WILL BE CONSIDERED FOR REVIEW BY THE ARCHITECT, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO GUARANTEE THAT THE MILLWORK AND THE EQUIPMENT WILL HAVE PROPER SUPPORT, STABILITY, AND FAULT -FREE PERFORMANCE. ALL WORK SHALL CONFORM TO AMERICAN WOODWORKING INSTITUTE (AWI) STANDARDS FOR PREMIUM CONSTRUCTION. ANY SUBSTITUTIONS MUST BE SUBMITTED TO HE ARCHITECT FOR REVIEW AND APPROVAL 5. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN ACCURATE FIELD MEASUREMENTS AND TO VERIFY DIMENSIONS AND TO PROVIDE SHOP DRAWINGS TO ENSURE AN ACCURATE FIT. 6. ONLY EXPOSED HARDWARE IS SPECIFIED IN THIS DOCUMENT. THE GENERAL CONTRACTOR SHALL SUPPLY ALL OTHER NECESSARY HARDWARE TO COMPLETE THE WORK. ALL UNSPECIFIED HARDWARE SHALL BE OF HEAVY DUTY QUALITY AND DURABILITY. THE GENERAL CONTRACTOR SHALL PROVIDE CATALOGUE CUTS OF ALL HARDWARE FOR REVIEW BY THE ARCHITECT 7. WOOD CABINETS, COUNTERTOPS, TRIM, AND RAILS ARE TO COMPLY WITH CURRENT AWI "WOOD CABINET" DIVISIONS AND SECTIONS AND ALL OTHER APPLICABLE AMERICAN WOODWORKING INSTITUTE STANDARDS (AWI). ALL LUMBER, PLYWOOD, BLOCKING, ETC. SHALL BE FIRE RETARDANT WHERE REQUIRED BY LOCAL BUILDING CODES, AS INTERPRETED BY THE LOCAL CODE OFFICIAL 8. MILLWORK SUBCONTRACTORS TO SUPPLY LOCKS FOR ALL CABINETS, AND KEYED ALIKE WITH A MASTER KEY. 9. ALL KEYED DOOR HARDWARE SHALL BE, BEST ACCESS SYSTEMS, DESIGN TO ACCEPT A 7 PIN INTERCHANGEABLE LOCK CORE & KEYED ALIKE WITH A MASTER KEY. 10. INSTALL MILLWORK TO BE PLUMB LEVEL, TRUE AND STRAIGHT WITH NO DISTORSIONS. SHIM AS REQUIRED USING CONCEALED SHIMS. PROVIDE ALL REQUIRED BLOCKING AT NEW OR EXISTING CONSTRUCTION FOR INSTALLATION OF MILLWORK. SCRIBE AND CUT MILLWORK TO FIT TIGHTLY ADJOINING WORK. PROVIDE SEALANT AT ALL GAPS. ALL EXPOSED ANCHORS, NAIL HEADS, SCREW HEADS, CHIPS, INDENTATIONS OR IMPERFECTIONS IN WOOD SURFACES TO BE PAINTED SHALL BE FILLED, SANDED, SEALED, AND PREPARED FOR PAINTING. DOOR AND MILLWORK NOTES 1. PROVIDE ALL HARDWARE, DOOR PULLS, HINGES, CLOSERS, ELECTRO-MAGNETIC DEVICES, WEATHER-STRIPPING ETC. REQUIRED TO PROVIDE A FULL AND COMPLETE INSTALLATION. 2. CONTRACTOR SHALL PROVIDE A HARDWARE SCHEDULE AND CATALOGUE CUTS FOR ALL FINISH HARDWARE FOR APPROVAL BY THE ARCHITECT 3. ALL KNOBS, PULLS, AND LOCKS ARE TO BE PROVIDED BY BEST ACCESS SYSTEMS IN MATCHING FINISHES AND DESIGNED TO ACCEPT A 7 PIN, INTERCHANGEABLE LOCK CODE. ALL HINGES AND MISCELLANEOUS EXPOSED HARDWARE TO BE IN SIMILAR AND COMPLETE FINISHES. TYPICAL FINISHES FOUND ON DOOR SCHEDULE 4. PROVIDE THREE (3) HINGES PER DOOR TYPICALLY, UNLESS THE WEIGHT OR SIZE OF THE DOOR REQUIRES ADDITIONAL HINGES 5. PROVIDE SILENCERS AT ALL METAL FRAME DOORS. PROVIDE WALL OR FLOOR MOUNTED DOOR STOPS AT ALL DOORS. (INSURE ADEQUATE BLOCKING FOR WALL MOUNTED STOPS) SUBMIT TO ARCHITECT FOR APPROVAL. PARTITIONS 1. ALL DRYWALL WORK SHALL BE DONE BY A QUALIFIED INSTALLER WITH EXPERIENCE IN COMMERCIAL APPLICATIONS SIMILAR IN SCOPE TO THIS JOB. ALL PARTITIONS ARE DIMENSIONED TO FRAMING, UNLESS OTHERWISE NOTED 2. AT ALL NON -RATED PARTITIONS AND CEILINGS, GYPSUM WALL BOARD WALL SHALL BE 5/8" THICK, ASTM C-36, ALL PARTITIONS, CORNER TRIM, EDGE TRIM AND JOINTS TO EXISTING DRYWALL SURFACES SHALL BE TAPED, BEDDED IN JOINT COMPOUND AND SANDED SMOOTH WITH NO VISIBLE JOINTS. GALVANIZED METAL BEADS SHALL BE USED AT ALL EXPOSED CORNERS, EDGES, AND REVEALS 3. N/A 4. ALL PARTITIONS AND DOOR JAMBS SHALL BE BRACED TO THE UNDERSIDE OF THE STRUCTURE ABOVE. ALL WOOD BLOCKING TO BE FIRE RESISTANT TREATED WHERE REQUIRED 5. ALL WALL LOCATIONS TO BE FULLY CHALKED -OUT ON THE SLAB (INCLUDING DOOR LOCATIONS) VERIFY COMPLIANCE WITH CONSTRUCTION DOCUMENTS BEFORE PROCEEDING WITH WALL CONSTRUCTION. OWNER SHALL REVIEW THE LAYOUT AND NOTIFY ARCHITECT OF ANY DISCREPANCY OR CONCERN. FLOOR FINISH 1. EXISTING INTERIOR CONCRETE FLOOR SURFACES TO REMAIN SHALL BE THOROUGHLY CLEANED, REPAIRED, AND SEALED AS PER FLOOR COVERING MANUFACTURER REQUIREMENTS. 2. COMPLY WITH ALL MANUFACTURER WRITTEN INSTALLATION RECOMMENDATIONS FOR SPECIFIED FINISHES. 3. PROVIDE ALL MISCELLANEOUS ACCESSORIES FOR SPECIFIED FINISHES INCLUDING ALUM. OR S.S. TRIMS AT CORNERS/EDGES FOR PORCELAIN TILE. PAINT AND WALL I FINISHES 1. ALL SURFACES TO BE PAINTED ARE TO BE PREPARED FOR PRIMING IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 2. ALL PREVIOUSLY UNPAINTED SURFACES SHALL RECEIVE ONE (1) PRIME AND TWO (2) FINISH COATS. ALL PREVIOUSLY PAINTED SHALL RECEIVE A MINIMUM OF TWO (2) COATS OR NUMBER OF COATS AS REQUIRED TO COMPLETELY COVER PREVIOUSLY PAINTED SURFACE. ENGINEERING 1. SPRINKLER HEADS SHALL BE RECESSED IN CEILING GRID. ALL SPRINKLER HEADS SHALL BE LOCATED IN CENTER OF CEILING TILES WHERE APPLICABLE. 2. THE GENERAL CONTRACTOR SHALL SUBMIT A REFLECTED CEILING PLAN WITH ALL SPRINKLER HEAD LOCATIONS FOR REVIEW AND APPROVAL BY ARCHITECT AND BUILDING OWNER PRIOR TO SUBMITTAL FOR PERMIT. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ANY ADDITIONAL SPRINKLER HEADS AS REQUIRED BY THE FIRE MARSHALL THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT REGARDING THE LOCATION OF ANY ADDITIONAL SPRINKLER HEADS. 3. ANY DISCREPANCIES OR CONFLICTS BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS (LIGHT FIXTURES, SWITCHES, THERMOSTAT, DIFFUSER, ETC.) MILLWORK AND/OR FIELD CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT BEFORE INITIATING WORK. 4. ALL ELECTRICAL RECEPTACLES SHALL BE 1'-6" ABOVE FINISH FLOOR UNLESS NOTED OTHERWISE. RECEPTACLES AND TELEPHONE OUTLETS SHALL NOT BE MOUNTED BACK TO BACK. ALL OUTLETS SHOWN GROUPED TOGETHER SHALL NOT BE MORE THAN 5' APART AND SHALL BE SPACED EQUALLY. ALL SWITCHES SHALL BE LOCATED AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. SHOULD A CONFLICT OCCUR BETWEEN THE ARCHITECTURAL DRAWINGS AND ANY REQUIREMENT FOR PROPER FUNCTIONING IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO BRING THE CONFLICT TO THE ATTENTION OF THE ARCHITECT, PRIOR TO PROCEEDING WITH THE WORK. OUTLETS WITHIN 6'-0" OF "WET" AREAS ARE TO BE GROUND FAULT INTERRUPTION CIRCUIT TYPE (GFI). ALL OUTLET HEIGHT LOCATION TO BE CONFIRMED BY GC WITH ARCHITECT/ OWNER PRIOR TO ELECTRICAL ROUGH -IN. 5. THE HVAC SYSTEM SHALL BE INSTALLED NEW, OR MODIFIED, AS REQUIRED TO MEET THE CONTRACT DOCUMENTS REQUIREMENTS BASED UPON EQUIPMENT LOADS, FUNCTION, AND TYPE OF SPACE. 6. ALL COVER PLATE MATERIAL/FINISH TO BE COORDINATED WITH ARCHITECT. WHERE MULTIPLE WALL SWITCHES OCCUR, SWITCHES ARE TO BE GANGED AND COVERED WITH A SINGLE CONTINUOUS COVER PLATE. COVER PLATES SHALL NOT BE CUT AND BUTTED TOGETHER. ALL COVER PLATES IN STAINLESS STEEL PANELS SHALL BE STAINLESS STEEL GROUND DEMOLITION 1. IF UPON COMMENCEMENT OF DEMOLITION WORK HAZARDOUS MATERIALS ARE ENCOUNTERED REPORT SUCH DISCOVERY TO THE OWNER'S AGENT FOR DIRECTION. 2. OWNER, AND ARCHITECT ASSUME NO RESPONSIBILITY FOR ACTUAL. CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. 3. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO ASSURE FREE AND SAFE PASSAGE OF OWNER'S PERSONNEL AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF BUILDING. 4. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. CONSTRUCT TEMPORARY DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH RUSTPROOF DOORS AND SECURITY LOCKS IF REQUIRED. 5. PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO COST TO OWNER OR TENANTS. 6. IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS WHICH CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF THE CONFLICT. SUBMIT REPORT TO ARCHITECT OR AS DIRECTED BY ARCHITECT. PENDING RECEIPT OF DIRECTIVE FROM ARCHITECT, REARRANGE SELECTIVE DEMOLITION SCHEDULE AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT DELAY. 7. REMOVE DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING SITE. TRANSPORT AND LEGALLY DISPOSE MATERIALS OFF SITE. 8. UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTIONS AND LEAVE INTERIOR AREAS BROOM CLEAN. REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES AND SURFACES TO REMAIN TO CONDITION EXISTING PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED BY DEMOLITION WORK. 9. CONTRACTOR SHALL COMPLY WITH ALL LANDLORD REQUIRED INSURANCE AND CONSTRUCTION PROCEDURES AND/ OR REQUIREMENTS. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS WITH LANDLORD PRIOR TO START WORK. SUBMITTAL 1. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL CUSTOM FABRICATED UNITS AND COMPONENTS. 2. CONTRACTOR TO REVIEW AND APPROVE ALL CUSTOM FABRICATED UNITS PROVIDED BY OTHERS. 3. CONTRACTOR TO COORDINATE ALL WORK, INCLUDING FIELD DIMENSIONS FOR CUSTOM FABRICATED UNITS PROVIDED BY OTHERS. 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5- 7 4 0- 0 1 50 F. 3 0 5- 7 4 0- 0 1 5 8 e-mail: taedbioff?tagdbi.com .bsite: www A.gmiami.com corporate license A C 002228 Copyright Notice. These drawings, designs and ideas are the properly of The Architects Group, Inc. and are protected under the copyright laws of Florida. No pad thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. LU z zI11 �. Q z LL 0f�/ aW L0 Q N F LU (/J z 2 W Z J O Q pp U m � V Z U) X W F- Q I..= =U W I Q U) Z) F- 0o z F- Q Z Z F.", M J Z Z LL W F- < ¢w a U)UW O W W �y LL > o¢ DATE SUBMITTED TO BLDG. DEPT.. 10.26.18 JOB NO: 1817-01 DRAWN. JADT CHECKED. PR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: GENERAL NOTES SHEET NUMBER: A0.02 CONC. FILLED 6" DIA. GALV. STEEL PIPE BOLLARD PAINTED WITH 2 COATS OF YELLOW TRAFFIC PAINT K-RATING FOR CRASH RATING OBSTACLE K4-RESIDENTIAL SPEED30MPH EXISTING ASPHALT PAVING 12"x12"x3/8" METAL PLATE WITH (4) 3/4"x6" LONG EMBED. GALV. WEDGE ANCHOR BOLTS 02 BOLLARD DETAIL SCALE: 3/4"=1'-O" E 0 0 I 00 N m N O E= EXISTING LANDSCAPE AREA TO REMAIN PROPOSED SIDEWALK UTDOOR SEATING :3 p 91 &1 p a 1 Cn I 7I (EW x EXISTING LANDSCAPE AREA TO REMAIN ADJACENT BUILDING EXISTING CONCRETE SIDEWALK EXISTING METERED PARKING 12 (D PROPERTY LINE 'TING T PA\ N.E. 98TH. STREET 75' TOTAL RIGHT-OF-WAY { (4V�--- EXISTING WATER METERS, / [M SEE MEP DWGS /` c1 ] EXISTING PAVING AND DRAINAGE TO REMAIN, SEE MEP DWGS IN EXISTING G SERVICE AREA LINE 015 TENANT SPACE, UNDER SEPARATE y,l PERMIT, (PLC10-17-2563) I� I� Oa a PROPOSED GAS METER, SEE MEP DWGS EXISTING GREASE TRAP SERVING 1 4'-0" PROPOSED BOLLARDS, SEE DETAIL 02/A0.03 EXISTING DUMPSTER \ `3 EXISTING PARKING SPACES IN REAR tiS �vti SITE PLAN SCALE: 3/32" = 1'-0" FOR REFEREINCE ONLY N1DFR 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5- 7 4 0- 0 1 5 0 F. 3 0 5 - 7 4 0 - 0 1 5 8 e-mail: tagdbl(gDtagdbi.com website: www.tagmiami.com corporate license AAC 002228 Copyright Notice. These drawings, designs and ideas are the property of The Architects Group, Inc and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. ULI I W z M M Q 'U z c9 Z J > Q LUW O N F z W (n Zg W U 00 ¢_ on V Z I'—^ VJ X W I— ZU W I m z � Q Z Z M J Q n ZLL Z Q W < �O W W W W Q z� EL LL / 000 DATE SUBMITTED TO BLDG. DEPT.: 10,26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: f roP. Ramos, R.A.. Lic. 10590 SHEET TITLE: SITE PLAN SHEET NUMBER: A0.03 co W FLOOR PLAN LEGEND: %ziii NOTE: O 01 EXISTING LANDLORD'S CMU WALL ASSEMBLY, NO ALTERATIONS, SEE INTERIOR ELEVATIONS GC SHALL FIELD VERIFY ALL DIMENSIONS AND PROPOSED LAYOUT WITH EXISTING CONDITIONS AND FOR FINISHES. STRUCTURAL ELEMENTS AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ANY DISCREPANCIES PRIOR STOREFRONT DOORS AND WINDOWS TO COMMENCING WORK. ❑EXISTING 02 TO REMAIN. NOTE: FOR FLOOR SINKS AND FLOOR DRAINS, NEW 42" HIGH LOW WALL AND STOREFRONT SEE MEP ENGINEER DRAWINGS. 03 SYSTEM ABOVE. SEE INTERIOR ELEVATIONS. NOTE: NEW 30"x48" CLEAR FLOOR SPACE FOR ACCESSIBLE AT ALL WALL HUNG FIXTURES & EQUIPMENT, PROVIDE 04 SEATING. 18 GA. GALV. SHEET METAL OVER STUD FRAMING AT 16" O.C. MAX., PROVIDE HORIZONTAL 2X4 MIN. /�• IVl 05 NEW 2HR. FIRE RATED WALL, SEE DETAIL A/A1.01. G.C. TO RESTORE FIRE RATING IF ANY DAMAGE BLOCKING BETWEEN STUDS, SIZED & LOCATED IN COORDINATION W/EACH FIXTURE AND EQUIPMENT, OCCURS DURING THE CONSTRUCTION PROCESS. PER FBC 2318.1.15. GC TO VERIFY ALL REQUIRED EQUIPMENT BACKING WITH VENDORS PRIOR TO INSTALLATION OF GYP. BD. SHEATHING. # OTE: NEW 3'x3'x48'x10 GA TYPE 304 S S CORNER COOLER DOOR SHALL OPEN FROM INSIDE COOLER O6 GUARDS WITH COUNTER SUNK S.S.SCREWS, WITHOUT USE OF KEYS OR TOOLS. EMERGENCY PUSH TYPICAL AT ALL EXPOSED CORNERS IN KITCHEN. OPEN HANDLES. 07 NEW ELECTRICAL PANELS, SEE MEP DWGs. NOTE: SEE SHEETS FS-1 THRU FS-4 FOR KITCHEN EQUIPMENT PLANS AND SCHEDULES. NOTE NEW METAL COLUMNS WITH WOOD SHELF AT 42" MIN CLEARANCE WALL DIMENSION 0a A.F.F.,DECORATIVE SCREEN BELOW SHELF AND GC TO VERIFY/ COORDINATE ALL REQUIRED EQUIPMENT ABOVE 8 FT. CLEARANCES BETWEEN WALL OR MIN. REQUIRED WALL ftz �+ Og NEW 42" A.F.F HIGH EATING/ DRINKING COUNTER. LENGTH WITH EQUIPMENT VENDOR PRIOR TO FRAMING WALLS. NEW 36" WIDE FLIP -UP COUNTER DOOR. 10 NEW 36" A.F.F. HIGH WORKING COUNTER. l , , ` V 12 NEW STOREFRONT SYSTEM WITH 42" A.F.F. HIGH COUNTER, FROSTED GLASS BELOW COUNTER AND CLEAR GLASS ABOVE SEE INTERIOR ELEVATIONS. 42" HIGH A.F.F. EATING COUNTER WITH 3"0 ❑NEW 13 S.S. TUBE SUPPORT WITH BASE PLATE BOLTED TO FLOOR (BLACK). SEE DETAIL 06/1 14 NEW 30" HIGH A.F.F. WORK COUNTER. E (0 NEW 18 GA. TYPE 304 BRUSHED STAINLESS 15 STEEL WALL LINER FROM TOP OF COVE BASE TO 12" ABOVE HOODS NEW 2"x2"x1/8" STL. TUBE. MANUF. PITTCON SOFTFORMS, rn 16 SKB KNEE BRACE KIT, OR APPROVED EQUAL, INSTALL O PER MANUF. SPECS. C4 CIT EXISTING 1/2" PLASTER AND PAINT FINISH EXISTING 1/2" CEMENTITIOUS BOARD v CV I c 0 a `0 O EXISTING 2"x6" WOOD FRAMING 0 a Q ADJACENT TCAIANT CDAr`F AMARANTHINE L 1 C .�� 1 cv iAv- 02 PROPOSED \ i LOBBY O i1 OS A5.0103 0 J L AS Q1 01 NEW 1HR. FIRE RESISTANT SPRAYED INSULATION IN WALL CAVITIES PER ILL DETAIL U332 ON SHEET A6.01 NEW 5/8" TYPE'X' GYP. BOARD, SEE UL DETAIL U332 ON SHEET A6.01 A TYP. 2HR. FIRE RATED WALL DETAIL SCALE: 1 = 1 -0 c 0 N FLOOR FINISH, SEE FINISH PLAN co 12" .> EXISTING SLAB MAX. ON GRADE m II=11 ITI ,�ii L TT� I I1i=11 � N IIIIIIII II IIIIIIIIIII IuII IITI =T o ALONG PERIMETER OF SLAB, I -III I ID T 'I II III III _ II it PROVIDE #4 @ 12O.C., " 6" A IL. IT ITI=1 III III II 'II-1Ti- -I T _III III III L—I � EMBED, DRILLED AND- N EPDXIED, TYP. W NEW 6MIL MIN. Z VAPOR BARRIER 00 NEW CONDUITS/ UTILITIES, SEE ELECT. I PLANS r c P O PROVIDE NEW 4" CONCRETE SLAB, OVER WELL COMPACTED FILL. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS FLOOR FINISH, SEE FINISH PLAN ALONG PERIMETER OF SLAB, PROVIDE #4x16" LONG @ 48" O.C., 5" EMBED, DRILLED AND EPDXIED, TYP. 111111111 r EXISTING SLAB ON GRADE ALONG PERIMETER OF SLAB, PROVIDE #4 @ 12" O.C., 6" EI EMBED, DRILLED AND NMI EPDXIED, TYP. III II�T u WELL COMPACTED NEW 6MIL MIN. r SAND VAPOR BARRIER 0 02 TYP. DETAIL FOR SLAB TRENCH REPAIR .G SCALE: 3/4" = 1'-0" c 0 O I I 0 I n ro a l` a 2 O m .c GYPSUM PARTITIONS AS SCHEDULED I t 02 16 C a HOST t- `� t EXISTING ` SIDEWALK EXTERIOR SEATING UNDER SEPARATE PERMIT 4'/FT. MIN. 4'/FT. MIN. --- 11=III III LII=1 1 III III III III' m=n m-I III I h.I I ICI I h.I I Iml I Iml I Iml I�IiT1-111- I I-1I I IIII I I I� 111 I i I I11I Iml IllmHint mml I Iml I Iml I Iml I Iml I I; FLOOR DRAIN WELL COMPACTED SAND 03 TYP. DETAIL FOR NEW FLOOR DRAIN SCALE: 3/4" = 1'-0" HOLLOW METAL DOOR FRAME. SEE DOOR SCHEDULE CHEDULED DOOR 2 X 4 WOOD STUD .'ASTENED TO GALV. METALSTUD TYP. AT METAL STUD WALL DOOR JAMB DETAIL 04 SCALE: 1-1/20 = 1'-0" 051 Ill 01 EXISTING ADJACENT TENANT SPACE (MERCANTILE) 2 PROPOSED SEATING AREA _ I v 07 Y 1' �. 3'-114„ - 'I 0 2El'-4 L, +--- ai�a A5 01 4 I 13 � PROPOSED 6 2 r� 04 SEATING AREA 04 s: IN °` L _J r _ it 8. C 01 EXISTING SIDEWALK LEASE LINE 3,_ f n LEASE LINE 16 0" A 23'-14" i L PROPOSED KITCHEN EXISTING ELEC,i. ROOM I 1 1 J ---07 FA OPIUM� w�Min MOM ^i PROPOSED W.I.CM.I.F. OUTDOOR SERVICE COURTYARD EXISTING SERVICE CORRIDOR 05 3,M 03 EXISTING ER v �p O O ^ tA4 1 P OPOSEP ' PF�6POSED ' not MEWS WOM N'S RESTR00�1 ESTROOM � 1 48 - - ` i 48 m ` 7' 2" clea ' ` '-2' clear ` _ 04 r - 05 7„ 47 r ..a �. � � � � ® ®.� ® ..J 15 PROPOSED ('v B CORRIDOR I I if 01 02 01 PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" DOOR SCHEDULE DOOR SIZE DOOR FRAME RATING MARK LABEL HDWR DOOR LOCATION REMARKS WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH MATERIAL FINISH GRP. 02 SOLID CORE HOLLOW O1 2'-10" T-0" 1 3/4" PAINT PAINT NONE FIG-1 OFFICE FLUSH WOOD METAL 02 T-0" 7'-0" 4" PREFAB INSULATED PREFAB PREFAB ALUM. NONE HG-2 WALK-IN COOLER FREEZER DOOR INSULATED 03 T-0" 7'-0" 4" PREFAB PREFAB PREFAB ALUM. NONE HG-2 WALK-IN FREEZER COOLER DOOR 01 SOLID CORE HOLLOW 04 3'-0" 7'-0" 1 3/4" FLUSH WOOD PAINT METAL PAINT NONE HG-1 MEWS RESTROOM 01 SOLID CORE HOLLOW 05 T-0" T-0" 1 3/4" PAINT PAINT NONE HG-1 WOMEN'S RESTROOM FLUSH WOOD METAL EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. X01 (2)3'-0" T-0" 1 3/4" STOREFRONT HOLLOW METAL ANNOD. HOLLOW ANNOD. NONE EXIST. EXIST. ENTRANCE METAL EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. X02 T-0" T-0" 1 3/4" STOREFRONT HOLLOW METAL ANNOD. HOLLOW ANNOD. NONE EXIST. EXIST. SIDE ENTRANCE METAL EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. X03 T-0" T-0" 1 3/4" FLUSH HOLLOW METAL PAINT HOLLOW PAINT NONE EXIST. EXIST. SERVICE CORRIDOR METAL EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. x04 3'-0" 7'-0" 1 3/4" FLUSH HOLLOW METAL PAINT HOLLOW PAINT NONE EXIST. EXIST. SERVICE CORRIDOR METAL HARDWARE SCHEDULE DOOR ELEVATIONS NOTE 1: ALL HARDWARE (HANDLES, PULLS, LATCHES AND LOCKS) SHALL BE FULLY 01 02 HG-1 HG-2 FLUSH FLUSH ACCESSIBLE, ADA APPROVED, LEVER TYPE NO HIGHER THAN 48" ABOVE THE FINISHED FLOOR • PUSH/PULL "C" SHAPE HANDLES ON NOTE: AS PER FBC 11-4.13.9. DOORS REQUIRING CLOSERS REQUIRES 3 SECONDS MIN. TO CLOSE BOTH SIDES PER COOLER MANUF. / / FROM 70 DEGREES TO A POINT 3" FROM THE LATCH AS MEASURED FROM THE LEADING EDGE • ADA APPROVED SPECIFICATIONS, SHALL COMPLY / / OF THE DOOR LEAF AS PER FBC 11-4.13.11 AND SHALL BE DESIGNED AND INSTALLED SO THAT • SELF CLOSING WITH ALL CURRENT CODES WITHIN / / OPERATING FORCE, PUSH OR PULL MOTION, DOES NOT EXCEEDS LESS THAN 5 LBS. FOR • SELF LATCHING JURISDICTION. PROVIDE PUSH OPEN / / INTERIOR DOORS AND 8 LBS. FOR EXTERIOR DOORS, AS PER FBC 11-13.11. • HEAVY DUTY HINGES BAR FROM INTERIOR OR AS / / NOTE 2: SEE OWNER'S REPRESENTATIVE FOR DOOR AND FRAME COLOR FINISH AND • PRIVACY LOCK ON INTERIOR SIDE APPROVED BY FIRE DEPARTMENT. REQUIREMENT/SPECS. • ALL HARDWARE SATIN NICKEL NOTE 3: ALL LOCKING REQUIREMENTS FOR DOOR HARDWARE REQUIRE OWNER'S APPROVAL. FINISH • 12" HIGH KICKPLATES ON EA. SIDE r OF RESTROOM DOORS Lu f i f 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5- 7 4 0- 0 1 5 0 F. 3 0 5- 7 4 0- 0 1 58 e-mail: tagdbi(�Otagdbl.com website: w Aagmiami.com corporate license A C 002228 Copyright Notice. These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Finds. nds. No part thereof shall be copied, or used in connection with any work other than for the specific project forwhich they have been prepared without written consent of The Architects Group, Inc. z 2 M z UA M � J LL a w Q X z ZF 7 - G uJ o Q V _z VJ I/—/� X W Q ~ W U OQ co W z Zz I— Cie LU LU J Q z zLL aW zo �UW uJ W z- `n O CILN \ o Q t � I' f: w 9 •� c�mjq g0}0590 ;'�` Sl OF FLO- F D ARCS DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: 1 REVISION 01.18.19 2 3Z COMMENTS 03,18.19 3 3Z COMMENTS O4.02,19 Pedro P. Ramos, R.A. FL Lic. 10590 SHEET TITLE: PROPOSED FLOOR PLAN SHEET NUMBER: A1.01 OUTDOOR SERVICE COURTYARD v0? i- a 0 I W O N to N U 0 v C 0 a 0 O M v u 0 a 0 a I 0 a 1 0 I n d r > Q v C N W Z O W rn 1 C 0 W c_ t c 0 I I 0 I n 00 m as a 0 a Y L FLOOR PLAN LEGEND: NOTE: EXISTING LANDLORD'S CMU WALL ASSEMBLY, GC SHALL FIELD VERIFY ALL DIMENSIONS AND 01 NO ALTERATIONS, SEE INTERIOR ELEVATIONS PROPOSED LAYOUT WITH EXISTING CONDITIONS AND FOR FINISHES. STRUCTURAL ELEMENTS AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ANY DISCREPANCIES PRIOR EXISTING STOREFRONT DOORS AND WINDOWS TO COMMENCING WORK. 02 ❑ TO REMAIN. NOTE: FOR FLOOR SINKS AND FLOOR DRAINS, NEW 42" HIGH LOW WALL AND STOREFRONT SEE MEP ENGINEER DRAWINGS. 03 ❑ SYSTEM ABOVE. SEE INTERIOR ELEVATIONS. NOTE: NEW 30"x48" CLEAR FLOOR SPACE FOR ACCESSIBLE AT ALL WALL HUNG FIXTURES & EQUIPMENT, PROVIDE 04 SEATING. 18 GA. GALV. SHEET METAL OVER STUD FRAMING AT 16" O.C. MAX., PROVIDE HORIZONTAL 2X4 MIN. EXISTING ONE HOUR FIRE RATED DEMISING WALL BLOCKING BETWEEN STUDS, SIZED & LOCATED IN 05 TO REMAIN WITH NO ALTERATIONS. G.C. TO COORDINATION W/EACH FIXTURE AND EQUIPMENT, RESTORE FIRE RATING IF ANY DAMAGE OCCURS PER FBC 2318.1,15. GC TO VERIFY ALL REQUIRED DURING THE CONSTRUCTION PROCESS. EQUIPMENT BACKING WITH VENDORS PRIOR TO INSTALLATION OF GYP. BD. SHEATHING. NEW 3"x3"x48"x10 GA. TYPE 304 S.S. CORNER 06 GUARDS WITH COUNTER SUNK S.S. SCREWS, NOTE: TYPICAL AT ALL EXPOSED CORNERS IN KITCHEN. COOLER DOOR SHALL OPEN FROM INSIDE COOLER WITHOUT USE OF KEYS OR TOOLS. EMERGENCY PUSH OPEN HANDLES. 02 07 NEW ELECTRICAL PANELS, SEE MEP DWI NOTE: SEE SHEETS FS-1 THRU FS-4 FOR KITCHEN EQUIPMENT PLANS AND SCHEDULES. NEW METAL COLUMNS WITH WOOD SHELF AT 42" OS A.F.F.,DECORATIVE SCREEN BELOW SHELF AND NOTE: ABOVE 8 FT. MIN. CLEARANCE WALL DIMENSION: GC TO VERIFY/ COORDINATE ALL REQUIRED EQUIPMENT 09 NEW 42" A.F.F HIGH EATING/ DRINKING COUNTER. CLEARANCES BETWEEN WALL OR MIN. REQUIRED WALL LENGTH WITH EQUIPMENT VENDOR PRIOR TO FRAMING 01 WALLS. 10 NEW 36" 101IDE FLIP -UP COUNTER DOOR. 11 NEW 36" A.F.F. HIGH WORKING COUNTER. NEW STOREFRONT SYSTEM WITH 42" A.F.F. HIGH ❑12 COUNTER, FROSTED GLASS BELOW COUNTER AND CLEAR GLASS ABOVE. SEE INTERIOR ELEVATIONS. NEW 42" HIGH A.F.F. EATING COUNTER WITH 3"0 13 S.S. TUBE SUPPORT WITH BASE PLATE BOLTED TO FLOOR (BLACK). SEE DETAIL 06/A5.01 14 NEW 30" HIGH A.F.F. WORK COUNTER. NEW 18 GA. TYPE 304 BRUSHED STAINLESS 15 STEEL WALL LINER FROM TOP OF COVE BASE TO 12" ABOVE HOODS NEW 2"x2"x1/8" STL. TUBE. MANUF. PITTCON SOFTFORMS, 16 SKB KNEE BRACE KIT, OR APPROVED EQUAL, INSTALL PER MANUF. SPECS. FLOOR FI JISH, SEE FINISH PLAN EXISTING SLAB ON GRADE ALONG; PERIMETER OF SLAB ,`4:111 111 m I H�II— PROVIDE #4 @ 12" O.C. 6" ,III- 11 171- EMBED, DRILLED AND EPDXIED, TYP. NEW 6MIL MIN. VAPOR BARRIER NEW CONDUITS/ UTILITIES, SEE ELECT. PLANS S�arnP PROVIDE NEW 4" CONCRETE SLAB, OVER WELL COMPACTED FILL. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS 12" FLOOR FINISH, SEE FINISH PLAN ALONG PERIMETER OF SLAB, PROVIDE #4x16" LONG @ 48" O.C., 6" EMBED, DRILLED AND EPDXIED, TYP. _T- 1 I II I Ivl H m mom„ EXISTING SLAB III III— III 1[—J-111- 11 11i11Tm hmlu ON GRADE �I T FF ALONG PERIMETER OF SLAB, PROVIDE #4 @ 12" O.C., 6" EMBED, DRILLED AND If 1mn11 HI If III III -III EPDXIED, TYP. =m 1� m rr=u WELL COMPACTED NEW 6MIL MIN. — SAND VAPOR BARRIER 02 TYP. DETAIL FOR SLAB TRENCH REPAIR SCALE: 3/4" = 1'-0" GYPSUM PARTITI-" - AS SCHEDL 8,_6jL„ 02 EXISTING SIDEWALK EXTERIOR SEATING UNDER SEPARATE PERMIT U v 1_ U >IR sCNI DADL o1/U/NT r FIRE IDEPARTMiENT F",ALRRM (WAV E' N NEKT. 4'/FT. MIN. 4'/FT. MIN. �j <4- I T 11�11 1 II 111n111= -L� ii III Tllrllr ri Ti 111 �I IIIII�I II I� IIIiiijJ m-T_�ilrll l= FLOOR DRAIN WELL COMPACTED SAND 03 TYP. DETAIL FOR NEW FLOOR DRAIN SCALE: 3/4" HOLLOW METAL DOOR FRAME. SEE DOOR SCHEDULE SCHEDULED DOOR 2 X 4 WOOD STUD FASTENED TO GALV. METAL STUD TYP. AT METAL STUD WALL DOOR JAMB DETAIL 04 SCALE: 1-1/2' = 1'-0" 051 1 11 01 01 EXISTING ADJACENT TENANT SPACE (RETAIL) 38'-10" LEASE LINE I 7- PROPOSED 04 SEATING AREA EXISTING SIDEWALK 8'-1 LEASE LINE EXISTING _ ELEC�. ROOM I v i I - - - J EXISTING SERVICE 07 CORRIDOR 23'-14" 05 02 PROPOSED KITCHEN A 6 \ I I I II _ 16,_11R,1i o T Vh PROPOSED W.I.C/W.I.F. 03 05 EXISTING A[ TENANT: J)"litisiii- A4.01 P920F 0SED' \�\\ P�6PUSED `� I m MEN'S WOM(N'S A? RESTROOM ESTROOM/ n 1 A v I f -- 741 `', --- -- 1 ZD T-2" clea ' 4F ` -2" clear ' 04 PROPOSED v CORRIDOR I - J c \, 01 02 01 PROPOSED FLOOR PLAN SCALE: 1/4" - 1'-0" DOOR SCHEDULE DOOR SIZE DOOR FRAME RATING HDWR DOOR LOCATION REMARKS MARK LABEL GRP. WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH MATERIAL FINISH 01 2'-10" 7'-0" 1 3/4" 02 SOLID CORE PAINT HOLLOW PAINT NONE HG-1 OFFICE FLUSH WOOD METAL 02 T-0" T-0" 4" PREFAB INSULATED PREFAB PREFAB ALUM. NONE HG-2 WALK-IN COOLER FREEZER DOOR 03 3'-0" 7'-0" 4" PREFAB INSULATED PREFAB PREFAB ALUM. NONE HIS-2 WALK-IN FREEZER COOLER DOOR 3'-0" 7'-0" 1 3/4" 01 SOLID CORE PAINT HOLLOW PAINT NONE HG-1 MEWS RESTROOM Q4 FLUSH WOOD METAL T-0" 7'-0" 1 3/4" 01 SOLID CORE PAINT HOLLOW PAINT NONE HG-1 WOMEN'S RESTROOM 05 FLUSH WOOD METAL EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. HOLLOW EXIST. NONE EXIST. EXIST. ENTRANCE X01 (2)3'-0" T-0" 1 3/4" STOREFRONT HOLLOW METAL ANNOD. METAL ANNOD. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. HOLLOW EXIST. NONE EXIST. EXIST. SIDE ENTRANCE x02 T-0" T-0" 1 3/4" STOREFRONT HOLLOW METAL ANNOD. METAL ANNOD. XIS EXIST. EXIST. XIS EXIST. EXIST. EXIST. EXIST. EXIST. HOLLOW EXIST. NONE EXIST. EXIST. SERVICE CORRIDOR x03 1 3/4" FLUSH HOLLOW METAL PAINT METAL PAINT EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. HOLLOW EXIST. NONE EXIST. EXIST. SERVICE CORRIDOR x04 T-0" T-0" 1 3/4" FLUSH HOLLOW METAL PAINT METAL PAINT HARDWARE SCHEDULE DOOR ELEVATIONS NOTE 1: ALL HARDWARE (HANDLES, PULLS, LATCHES AND LOCKS) SHALL BE FULLY 01 02 HG-1 HG-2 FLUSH FLUSH ACCESSIBLE, ADA APPROVED, LEVER TYPE NO HIGHER THAN 48" ABOVE THE FINISHED FLOOR AS PER FBC 11-4.13.9. DOORS REQUIRING CLOSERS REQUIRES 3 SECONDS MIN. TO CLOSE • PUSH/PULL "C" SHAPE HANDLES ON NOTE: / FROM 70 DEGREES TO A POINT 3" FROM THE LATCH AS MEASURED FROM THE LEADING EDGE BOTH SIDES PER COOLER MANUF. / / / OF THE DOOR LEAF AS PER FBC 11-4,13.11 AND SHALL BE DESIGNED AND INSTALLED SO THAT • ADA APPROVED SPECIFICATIONS, SHALL COMPLY / / OPERATING FORCE, PUSH OR PULL MOTION, DOES NOT EXCEEDIS LESS THAN 5 LBS. FOR • SELF CLOSING WITH ALL CURRENT CODES WITHIN / / INTERIOR DOORS AND 8 LBS. FOR EXTERIOR DOORS, AS PER FBC 11-13.11. • SELF LATCHING JURISDICTION. PROVIDE PUSH OPEN NOTE 2: SEE OWNER'S REPRESENTATIVE FOR DOOR AND FRAME COLOR FINISH AND •HEAVY DUTY HINGES BAR FROM INTERIOR OR AS REQUIREMENT/SPECS. • PRIVACY LOCK ON INTERIOR SIDE APPROVED BY FIRE DEPARTMENT. \ \ NOTE 3: ALL LOCKING REQUIREMENTS FOR DOOR HARDWARE REQUIRE OWNER'S APPROVAL. • ALL HARDWARE SATIN NICKEL \ \ FINISH \ \ • 12" HIGH KICKPLATES ON EA. SIDE \ OF RESTROOM DOORS \ 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5— 7 4 0— 0 1 5 0 F. 3 0 5— 7 4 0— 0 1 5 8 a -mail: tagdbi(gidtagdbi.com website: w Aagmiami.com corporate license AAG 002228 Copyright Notice. These drawings, designs and ideas are the property, of The Architects Group, Inc. and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in connedicn with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. Z I M Z ro 7 � LL Q: LU Q �0 N r W di z z� w J U Z W ~ W C) 1 W ` Z Z OW � LU :D J Z Z LL < / W CI Q W U vJ v w N = W W Q z n 0 0 a tJ_ rn y , DATE SUBMITTED TO BLDG. DEPT.: 10,26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: Pedro P. Ramos, R.A. FL. l ic. 10590 SHEET TITLE: PR6 ED F O P N HE ER. .1 m FIXTURE LEGEND O PENDANT STRIP FIXTURE 0 4" RECESSED FIXTURE PAINT"RETURN PAINT TO MATCH ADJACENT FINISH PAINSUPPLY PAINT TO MATCH ADJACENT FINISH ® EXHAUST FAN PAINT TO MATCH ADJACENT FINISH ® A/C SUPPLY PAINT TO MATCH ADJACENT FINISH 0 4 BATTERY BACKUP EMERGENCY LIGHT D ®� BATTERY BACKUP EMERGENCY/EXIT LIGHT ® BATTERY BACKUP EXIT LIGHT 0 LED DOWNLIGHT LED RECESSED DECORATIVE PENDANT DECORATIVE PENDANT TRACK LIGHTING LED STRIP LIGHT ROUND DIFFUSER PAINT TO MATCH ADJACENT FINISH EXISTING BUILDING EYEBROW CEILING GENERAL NOTES 1. LIGHT FIXTURE CIRCUITRY AS INDICATED ON ELECTRICAL SHEETS. LIGHTING FIXTURES LOCATED ON THIS SHEET AND TAKE PREFERENCE OVER MECHANICAL COMPONENTS. CALL ARCHITECT AND OR TENANT REPRESENTATIVE FOR RELOCATION DISCREPANCIES RESOLUTION. 2. DUCTWORK DIFFUSERS, GRILLES EMERGENCY UNIT BASE PLATES, RECEPTACLES, ACCESS PANELS, COVER PLATES IN CEILINGS AND ALL SUSPENSION APPARATUS OF LIGHTING FIXTURES ARE TO BE PAINTED TO MATCH ADJACENT CEILING PAINT COLOR FINISHES. USE ELECTRICAL AND MECHANICAL DRAWINGS FOR SPECIFIC LOCATIONS. 3. EXIT SIGNS ARE TO BE INTERNALLY ILLUMINATED AND COLORED AS PER CODE REQUIREMENTS RED/GREEN. 4. SUSPEND ALL STRUCTURAL ITEMS FROM TOP OF EXISTING STRUCTURAL STEEL JOIST OR BEAMS. G.C. SHALL NOT TO SECURE TO THE EXISTING METAL DECK 5. ALL CEILINGS AND CEILING MATERIALS ARE TO BE OF A CLASS "A" RATING. 6. ALL LIGHT TRACK ATTACHED DIRECTLY TO CEILING GRID SYSTEM (U.O.N) 7. LIGHTING I REPRESENTATIVE: ANDREW GUEVARA - 954.306.3931 EMAIL: AGUEVARA@GENESISLIGHTI NG. NET 3-5/8" GALV. STL. TRACK, FASTEN TO EACH WALL STUD INTERSECTION 3-5/8" GALV. STL. FRAMING @ 16" O.C. I EXISTING STUCCO P-2 FINISH CEILING, WITH NEW PAINT FINISH EQ. EXIT SIGN bA EX� —o �,0 ./O.� EX� \ TRACK LIGHTING, TYP. OL EL. +10'-9"A.F. F. PROPOSED EXPOSED DECORATIVE PENDANT BOTT. OF EXIST. DUCTWORK, SEE MEP LIGHTS, TYP. Cl DINGS �:. '/ Y') ,4a �'nYM!9� ii %/.'%�.•�j��• l i..Y• a %iM')• M M:///!/l u•�^,M iyM HT4!1 Y:/: ir•�'/l. 0 C I 6'-0„ 4,_0„ ,, - 1 4, 0, 4,_0„ 4.OI - , 4.0„ 4,_0„ 3,_�, - , Ilk —G --- _ -- - -- - e E T-7" R -- 10'-0" 5'-0" _ 10,_0„ _ 6'-11' ��� — 5' Q 9,_5„ �...� f 5 0 10 I ' 1 l l —� _ to S ✓ G -D - -... --------- --------- ." - fN "y 10 0''ll -- -- y 4 / l' 4'-5" 5'-0" 10'-01. 0" G GI G L v EX� GALVANIZED HANGER WIRE, 12 GA., WRAP 3 FULL TWISTS AROUND WIRE AT EACH CONNECTION POINT, MIN., 48" O.C. THROUGHOUT, CONNECT TO EXISTING STRUCTURE ABOVE 5/8" GYP. BD. SHEATHING, SEE CEILING PLAN FOR FINISH SCHEDULED WALL TYPE 5 OII� I' s LOW I � •■000 Inlr���L II•I�������Iv. - • �� DRYWALL CEILING DETAIL A SCALE: loss V-0" N X ', ice' i �� - ✓ / % � .' <}� '�- DUCTWORK,ED EXPOSED EE MEP - EX EX EX DWGS EX EXISTING EXIT SIGN EXISTING CEILING IN CORRIDOR AREA T-6" 01 REFLECTED CEILING PLAN SCALE: 1/4" = V-0" EXIT SIGN LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MFG. MODEL No. LAMPS MTG MTD HEIGHT COLOR REMARKS A 6" LED DOWNLIGHT RAYON RVC6-20L-30K-60" LED RECESSED SEE PLAN ... B DECORATIVE PENDANT CASAMOTION QUITE LARGE / GREY 15 WATTS LED EDISON PENDANT ... ... C DECORATIVE PENDANT TOM DIXON MIRROR BALL GOLD 50 PENDANT 60 WATTS G30 PENDANT ... ... D TRACK LIGHTING CLARTE LIGHTING SDT-839-ETTO-0-10V1-16W-XLLED-NFL-LS-BTS-BLKS-90+_22K 16 WATTS LED SURFACE SEE PLAN ... 2200K / 90+ CRI E LED STRIP LIGHT TWICEBRIGHT TL12SO-120-930-5-DD+AP-LL10 3 FEET LED SURFACE SEE PLAN ... F 4" LED RECESSED RAYON RFL4-11 L-27-011-4RL-4TL 17 WATTS LED RECESSED ... ... 93+ CRI / 85 1 G DECORATIVE PENDANT MAXIM LIGHTING INTERNATIONAL MODERN CONCRETE 5 WATTS Gull PENDANT H DECORATIVE PENDANT PROGRESSLIGHTING VINTAGE (TRADITIONAL) 2 WATTS LED EDISON PENDANT ... ... EM EMERGENCY LIGHT EELP EM20-E-HO-BLK 11 WATTS LED SURFACE SEE PLAN ... X EDGE LIT EXIT EELP EDG-RJ-EM-SD 2 WATTS LED SURFACE SEE PLAN ... F IntelMArcnitMects Proup design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 5 0 F. 3 0 5- 7 4 0- 0 1 5 8 a -mail: ta9dbL(g?tagdbi.com wabsite: w Aagmiami.com corporate license AAC 002228 Copyright Notice, These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the eopydght laws of Flonda. No pad thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. LLI Z . m �ma Z M'o� Z) s,m J LL i ¢ W w em. L � a G`' c N C W /7 Z LJ z� w o¢_ U rn� Z WI— W W Ov I 0 I- J W M) W I— Z W �— uJ Lu M Z Z J W lL Q¢ W a IY U//� 1 W O VJ d = W W 2 'U LLI ? g O o ¢ K NN rn DATE SUBMITTED TO BLDG. DEPT.: M26.18 JOB NO 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: REFLECTED CEILING PLAN SHEET NUMBER: A1.02 ALL TILE BASES SHALL HAVE FULL TILES AT INSIDE & OUTSIDE CORNERS. PARTIAL PIECES NO LESS THAN ONE-HALF TILE WIDTH CAN BE USED ELSEWHERE. 6 y WW w K mill iw 2 N a 0 CV 00 N of N 0 0 FE TILE OR FRP INSTALLED AS SPECIFIED 5/8" FIRE TREATED PLYWOOD FROM 12" AFF. TO ABOVE CEILING WHERE FRP INSTALLED. LEAVE 1/4" GAP & FILL CONTINUOUS W/ SEALANT, (TYP.) 12" HIGH NOBEL SEAL MEMBRANE SET IN FULL BED THIS -SET MASTIC TO CEMENTITIOUS BACKER BD. 5/8" CEMENTITIOUS BACKER BD. FULL HT. WHERE TILE INSTALLED; TO 12" AFF. WHERE FRP INSTALLED. FINISH W/ PAINTABLE SEALANT I COVED (3/8" MIN.) QUARRY TILE BASE SET IN THIN -SET MASTIC FLOOR TILE SET IN THIN -SET EXTEND NOBEL SEAL MEMBRANE TO COVER FLOOR OF KITCHEN & PREP AREAS 12" OUT FROM WALL & SURROUNDING ALL FLOOR PENETRATIONS A MIN. OF 12". SET IN BED OF THIN -SET MASTIC TO FLOOR SLAB. IN RESTROOMS ENSURE CERAMIC TILE BASE IS KEYED INTO A CUT DOWN NOTCH IN THE SEALED CONCRETE FLOOR TO PROVIDE A CONTINUOUS SELF -CLOSING FLOOR/BASE JUNCTION. 02 TYR TILE SET/ SEAL DETAIL SCALE: 1-1/2" = 1'-0" 01 FLOOR FINISH PLAN SCALE: 1/4" = 1'-0" FINISH SCHEDULE ..f; .H..:..I';. »,�.. 7-- REMARKS 715, S Y,eF., Ct ... MATL . .. ..,. WON" a I; �! Ilf7 ' N.u,ems" Y3 + . ., .... ., ,n .. - .. '. ,.: i. : ,, . .... _. ,�.4 TR C-1 QUARTZ SURFACE FF-1 PORCELAIN FLOOR FLOOR FINISH _ FF-2 PORCELAIN FLOOR ST-1 STAIN FINISH Z LL FLOOR FINISH 0 FF-3 PORCELAIN FLOOR FLOOR FINISH = P-1 PAINT FINISH to LL LL OPORCELAIN FF-4 FLOOR FLOOR FINISH - P-2 O PAINT FINISH Z a WF-1 SUBWAY TILE WF-2 STONE EFFECT TILE w K TILE BASE BOARD to I(B-1 Q WF-3 STONE EFFECT TILE D� to a-2 QUARRY BASE BOARD WF-4 PLASTIC LAMINATE WF-5 PLASTIC LAMINATE co WALL/DOOR FRAME _Z BEYOND, SEE FLOOR LL WT-6 PLASTIC LAMINATE PLAN J J BEVELED METAL THRESHOLD WT-7 PLASTIC LAMINATE EDGE : MAX. FLOOR TILE WHERE W WOOD SIMULATED APPLICABLE; SEE WALL TILE FINISH SCHEDULE WOOD SIMULATED W 2 WALL TILE WG-1 WALL GRAPHICS 4 4 4 a a WG-2 WALL GRAPHICS a FRP FIBERGLASS REINFORCED FIBERGLASS WHITE INSTALL NEW WHERE REQUIRED .. REINFORCED PATCH AND REPAIR WHERE EXISTING THRESHOLD DETAIL SS STAINLESS STEEL STAINLESS FROM TOP OF BASE BOARD TO 03 SCALE: 3 = 1 —Q WALL PANEL STEEL BOTTOM SIDE OF CEILING Architects GroupThe interiordesign 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-01 50 F. 305-740-0158 e,-mail' tagdbi=tagdbi.com website: www.tagmiami.com corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas are the properly of The Architects Group, Inc and are protected under the copyright laws of Florida. No partthereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. W Z°•• s -aoe•• u •• M,u• ••. Z M W• Woe > W •• - w° Q �m `• V4 = C z— z C w ? o Q G/' U ` V z U) X W I— ~ � W U I Q 00— Cn m Z Z Z M DJ Cl) M Z:) J LL W Q w UUW DO w W 03 z O IL �/ M < IL I DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOB N0: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: FLOOR FINISH PLAN SHEET NUMBER: A1.03 s•ea•e Q O TABLES TABLE CITY ITEM No.: DESCRIPTION SIZE LXWXH BASE TOP FINISH TOTAL SEATS 4 T-01 FOUR TOP LIVE EDGE TABLE 30"x30" RFS-TB-X-TABLE X PRONG TABLE BASE 22"x22" (BLACK) TBD 16 1 T-02 EATING COUNTER 01 - 2 STOOLS 74"x12"x42" 3"x3' S.S. TUBE SUPPORT WITH BASE PLATE BOLTED TO FLOOR (BLACK) TBD 2 r Q K Lu 6 FOUR TOP TABLE 34"X48" RFS-TB-X-TABLE X PRONG TABLE BASE 22"x22" (BLACK) TBD 24 T-03 Z_ 2 FOUR TOP TABLE (ADA ACCESSIBLE) 34"x48" SLED BASE (BLACK) ADA APPROVED TBD 8 T-04 1 FOUR TOP TABLE (ADA ACCESSIBLE) 36"x36" SLED BASE (BLACK) ADA APPROVED TBD 4 T-05 2 T-06 EIGHT TOP TABLE 36"x78" RFS-TB-X-TABLE X PRONG TABLE BASE 22N22" (BLACK) TBD 16 1 BAR/EATING COUNTER - 12 STOOLS 12 O Lu 13 T-07 2 TOP EXTERIOR TABLE 30"x30" RFS-TB-X-TABLE X PRONG TABLE BASE 22"x22" (BLACK) TBD 26 W t- Lu 2 T-OB 4 TOP EXTERIOR TABLE (ADAACCESSIBLE) 30"x48" SLED BASE (BLACK)ADA APPROVED TBD 8 TOTAL INTERIOR SEATING 82 AND EXTERIOR SEATING 34 = 116 ADA ACCESSIBLE SEATING REQUIRED 116 SEATS x 5%: 5.8 REQUIRED 6 PROVIDED SEATING ITEM No.: DESCRIPTION MANUF. STYLE COLOR p CH-01 LOW STOOL TBD wCH-D2 CHAIRS TBD Z CH-p3 HIGH STOOL TBD BN-01 BENCH TBD O CH-04 EXTERIOR CHAIRS TBD E WX W 01 FURNITURE PLAN SCALE: 1/4" = V-0" GroupThe 'Architects interior design 8000 NVV 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5- 7 4 0- 0 1 50 F. 3 0 5- 7 4 0- 0 1 58 e-mail: tagdbi(RR�tagdbi.com wabsite: w Aagmiami.com corporate license AAC 002228 Copyright Notice', These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in connection with any work other than for the specific projed forwhich they have been prepared without written consent of The Architects Group, Inc. W Z L2 1 co _ zW j.j' ••a_. A/ s Q W ••••• C C, C W a• Z LJ Z — � J Q 00 U 0) V Z �I— V i X W ~ =)W U O Co. J_ W ) coI— Z I— Z Z I— ao M LUM z J ZzLU W aw U) U w= W W U LU I. IJ Z g O oQ 1 DATE SUBMITTED TO BLDG. DEPT.: 10,26,18 JOB NO: 1817-01 DRAWN'. JADT CHECKED: PR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: FURNITURE PLAN SHEET NUMBER: A1.04 In O tV OD N N 0 3 v rA 0 0 W 0 c I 0 O I n Go cn L Q v r N W Z O OD 0a I C 0 m m c L C 0 C5O Q O I n 00 a M V a a 0 c� m y 0 m FE EXPOSED DUCTWORK, WITH PAINT FINISH, SEE MEP DWGS W-1 EXHAUST HOOD SYSTEM S.S. FINISH, BEYOND ------------ �. / f /f I'- - I C-1 .t Z J,...r... -*—/ J_ d i °o a 1 �`1 • ""F. -. STL. SUPPORT ANGLE NEW STOREFRONT NEW STOREFRONT ATTACHED TO EVERY OTHER SYSTEM WITH FROSTED SYSTEM WITH CLEAR STOREFRONT MULLIONS GLASS 04 GLASS A5.01 EXISTING STUCCO FINISH OVER METAL LATH CLING. WITH NEW P-2 PAINT FINISH, TYP. NEW WALL GRAPHICS ON DRYWALL SHEATHING, WG-2 BY OTHERS EL. 10'-9" A.F.F. Z�P BOTT OF CLNG. W-1 �LEL. tO'-0"F.F.E. FINISH FLOOR ELEV. B / 0/ INTERIOR ELEVATION 03 SCALE: 1 /4" = 1 t-0" 7'-10" NEW MI BAR 4-4- BACK - 'WITH PAINT 4,4' 4' 4'-9" 02 INTERIOR ELEVATION SCALE: 1 /4" = 1 t-0" ---------- EL. 10' 9" A.F.F. --°-- - - -- a -- � ---- - -R ------- --- `� ----- ----- BOTT OF CLING. " f 1 I ( 1 i I (n � - _ � , WF-2 r - - t r -n ---------- Ai EL. ±0'-O" F.F.E. FINISH FLOOR ELEV, 01 S.S. SUPPORT LEG W. COUNTER FRP MOUNTING PLATE AND FLANGE, G.C. A5.01 TO COORD. WITH EQUIPMENT SCHLUTER-DECO STAINLESS STEEL TRIM, OR APPROVED EQUAL. INTERIOR ELEVATION 04 SCALE: 1/4" = 1'-0" ENLARGED ELEVATION 05 SEATING COUNTER SCALE: 1/2" = V-0" GroupThe Architects 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 50 F. 3 0 5- 7 4 0- 0 1 5 8 e-mail: tagdbidotagdbi.com website: w Aagmiami.com corporate license AAC OD2228 Copynght Notice: These drawings. designs and ideas are the property of The Architects Group, Inc, and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without wntten consent of The Architects Group, Inc W z. •• 2 1 � ' Vie • � zM •ate UJ r. UJ r� Qw O (V = r w_ z ?_ w U rn V Z rrI� ^ VJ X W Q ~ W Ov �Q In V j W Z Z Z Q o M Ui D J Z ZW U_ Q cw CO W wUw2 W Q �' � Z O 0- DATE SUBMITTED TO BLDG, DEPT.: 10.26.18 JOB NO: 1817-01 DRAWN. JADT CHECKED: PR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER: A2.01 O 0 M o_ I 0 N co N 0 0 a J 511 CLEAR FLOOR SPACE 60" DIA TURNING SPACE 30"x48" CLEAR FLOOR SPACE J to 1'-6" < O1 H A401 F C �Ali. , PROVIDE TACTILE ACCESSIBILITY SIGNS, SEE B/A4.01 BASE COLOR 1 (WHITE) SIGN BACKGROUND COLOR 2, (DARK/CHARCOAL GRAY) INTERNATIONAL SYMBOL FOR ACCESSIBILITY -COLOR 1 (WHITE) 1 /32" RAISED PICTOGRAPH AND 1/32" RAISED 1" HIGH UPPERCASE SANS SERIF TYPE LETTERING FONT WITH BRAIL CHARACTERS (WHITE) 1NO WOOD FRAME PAINT FINISH MENd 2 a0000 a o m RESTROOM SIGN ELEVATION SCALE: 6" = 1'-0" iD n 30"x48" CLEAR FLOOR SPACE I I I I I I I I I I I I I I I I I I I I I I I I I I -------- ------------ J ENLARGED PLAN SCALE: 1/2" = V-0" 01 RESTROOM ELEVATION SCALE: 1/2" 0 .I 56"x60" CLEAR FLOOR SPACE 60" DIA TURNING SPACE 02 FIXTURE & ACCESSORY SCHEDULE DESCRIPTION KEY MANUF. MANUF. NO. COLOR SIIPPIJm INSTALLED/ CONNECTION REMARKS GO OM GC OIIN IIFG WALL MOUNTED SOAP DISPENSER A GOJO TXF AUTOMATIC GOJ2730 • !' DISPENSER — 48' A.F.F. MAX. . NC>i USED HAND FREE HAND DRYER O XLERATOR EXCEL GRAPHITE XL GR MIRROR �D BOBRICK B-293 1830 STAINLESS STEAL SATIN ® STAINLESS STEEL CHANNEL — FRAMED OFINISH TOILET PAPER DISPENSER O BOBRICK 8-2888 STAINLESS ® • SURFACE —MOUNTED TWO ROLL TOILET TISSUE STEEL DISPENSER 36" LONG GRAB BAR O BOBRICK B-6806.99 X BRUSHED STAINLESS • 36"W, 1-1/2" DIA, 1-1/2" CLEARANCE TO WALL, STAINLESS STEEL 36 (PEENED NON —SUP GRIPPING STEEL SURFACE) 42" LONG GRAB BAR OH BOBRICK 8-6806.99 X BRUSHED STAINLESS ® 42"W, 1-1/2" DIA, 1-1/2" CLEARANCE TO WALL, STAINLESS STEEL 42 (PEENED NON —SUP GRIPPING STEEL SURFACE) WATER CLOSET O AMERICAN STANDARD CHAMPION 4 WHITE • . LAVATORY OK CUSTOM • FAUCET HANDLES TO BE ADA COMPLIANT NOTE: ALL FIXTURES & ACCESSORIES MUST MEET ALL NATIONAL AND LOCAL CODES AND ADA REQUIREMENTS. PROVIDE SOLID BLOCKING AT ALL WALL MOUNTED FIXTURES FOR SECURE ANCHORING, VERIFY LOCATION MATH MANUFACTURERS SPECIFICATIONS. CLEAR SILICONE CAULK ALL FIXTURES TO PARTITION. RESTROOM ELEVATION SCALE: 1/2" = V-0" SHED CHROME TRIM BY _UTER, JOLLY )ACG a I a RESTROOM ELEVATION 03 SCALE: 1/2" (SHED CHROME E TRIM BY LUTER, JOLLY DACG 04 RESTROOM ELEVATION SCALE: 1/2" = V-0" ACCESSORIES NOTES: — GRAB BAR SHALL BE OF SUFFICIENT STRENGTH TOGETHER WITH ANCHORAGE TO SUSTAIN A DEAD WEIGHT OF 300 LBS. FOR FIVE MINUTES AT ANY POINT DOWNWARD OR HORIZONTALLY. — ALL LAVATORIES SHALL HAVE LEVER OPERATED FAUCETS — HEIGHT OF ALL DISPENSERS TO BE AS PER A.D.A. FOR ACCESSABLE SIDE AND FRONT APPROACHES. — CONTRACTOR SHALL VERIFY ANY AND ALL PREVAILING CODES IN RESPECT TO H.C. TOILET ACCESSORY HEIGHTS. — G.C. SHALL PROVIDE INSULATION FOR ALL EXPOSED HOT WATER SUPPLY LINES TO LAVATORIES, SINKS, ALL DRAINS, ALL "P" TRAPS. THERE SHALL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVS. OR SINKS. — AT PLUMBING FIXTURES AND CABINETS, PROVIDE 26 GA. SHEET METAL BACKING SECURELY FASTENED TO NOTE LESS THAN TWO STUDS OF 20 GA. MIN. — ALL WALLS INSIDE RESTROOMS, TOILET ROOMS AND LOCKER ROOMS PROVIDED WITH WALL FINISHES THAT ARE NONABSORBANT CERAMIC TILES AND/OR F.R.P. MEETING THE MIN. REQUIREMENTS OF 1210 F.B.C. 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5- 74 0- 0 1 5 0 F. 3 0 5- 7 4 0- 0 1 5 8 e-mail: tagdbi@tagdbi.com website: www.tagrn ami.com corporate license A C 002228 Copyright Notice, These drawings, designs and ideas are the property of The Architects Group, Inc and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in wnnection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. z Z Z M wr- NQ LU L.L. ¢ u V = H U Z z — Il.l Q _1O U < rn � z I— Cn X Ill Q LLJ Ov I mz F-- Q z z UJ � /r z J ILL0 zZ FU W�LU W W 0 Q z� o¢ DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOB NO'. 1832-01 DRAWN: JADT CHECKED: PR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: RESTROOM PLAN SHEET NUMBER: A4.01 M a O N 1 0 N N U O 0; Y 0 0 U T F O 00 i n m m t Q v C4 W Z O CD 0a I Q 4) c CID Fo a I 0 I n m a a 10, 6: 1/2" THICK TEMP GLASS 1"x1" S.S. TUBE 1-1/2"x1-1/2" S.S. FRAME QUARTZ COUNTERTOP OVER 3/4" PLYWOOD SHEATHING AT ALL EXPOSED CABINET SURFACES, PROVIDE PLASTIC LAMINATE FINISH OVER 3/4" MARINE GRADE PLYWOOD CABINET CONSTRUCTION ADJUSTABLE 3/4" PLYWOOD SHELF WITH PLASTIC LAMINATE FINISH EXISTING PARTITION, SEE FLOOR PLAN 1/2" PLYWOOD ON 1"x4" CLEATS NON -TOXIC FOAM P.T. WOOD BLOCKING AQ.PiilRei ZiP[ei 7_1�Z� SCHEDULE 01 COUNTER DETAIL A5.01 SCALE: 1" = 1'-0" BOTTOM OF EXISTING STRUCTURE DIAL. BRACING FROM TOP OF WALL AND FASTENED TO EXISTING STRUCT. @ 48" O C , STAGGERED _----- _____ WALL TYPE 'B' CEILING WHERE INSTALL DRYWALL APPLICABLE, SEE SHEATHING TO CEILING PLAN UNDERSIDE OF STRUCTURE. 5/8" DRYWALL OVER 3-5/8"x20. GA. STUDS AT 16" O.C. SEE INTERIOR N ELEVATIONS FOR 5 INTERIOR FINISHES SOUND ATTENUATION INSULATION AT RESTROOM WALLS ONLY 3-5/8"x25 GA. GALV. MTL. 3-5/8" GALV. METAL STUDS @ 16" O.C. TRACK W/PNEUMATIC DRIVEN PIN FASTENERS @ 16" O.C., TYPICAL AT FLOOR FINISH, SEE TOP AND BOTTOM [—FINISH FLOOR PLAN SEXIST. CONCRETE SLAB ON GRADE NOTE: WALL TILE FINISHES SHALL BE INSTALLED ON 5/8" DUROCK, AT FRP WALL FINISHES, PROVIDE 12" HIGH DUROCK SHEATHING AT BASE OF WALL, AND 5/8" PLYWOOD FOR BALANCE, PAINTED WALL FINISHES ON 5/8" GYPSUM BOARD, ALL SHEATHING IN RESTROOMS TO BE MOISTURE RESISTANT, SEE CEILING PLAN FOR CEILING HEIGHTS. SEE UL DETAIL ON SHEET A5.02 FOR MORE INFORMATION NOT SHOWN HERE. WALL TYPE DETAIL A v SCALE: 3/4" = 1'-0" QUARTZ COUNTERTOP W/ EASED EDGES OVER 3/4" PLYWOOD SHEATHING OWE e7 =3 SiZy 31 P [�7 LED LIGHT STRIP FIXTURE W/ DIFFUSER PROTECTIVE LENS 2X BLOCKING FOR SUPPORT — 3-5/8"x25GA. GALV MTL. STUD FRAMING LOW WALL T M FINISH OVER 1/2" DUROCK OR PLYWOOD SHEATHING AS REQUIRED FLOOR FINISH, SEE FINISH FLOOR PLAN (SEE _ FRP FINISH OVER 3/4" DRYWALL SHEATHING F.L 11 - - ��- EQUIPMENT, SHOWN FOR REFERENCE ONLY I I I I I l `_-_- Q -_ JI QUARRY TILE & COVE 1 BASE AT TOE KICK I I EXISTING SLAB ON GRADE NEW 2'x2'x1/8 STL. TUBE, MANUF. PITTCON SOFTFORMS, SKB KNEE BRACE KIT, OR APPROVED EQUAL, 02 INSTALL PER MANUF. SPECS., WHERE COUNTER DETAIL SCALE. '" - ',-O" APPLICABLE, SEE FLOOR PLAN A5.01 CLEAR STOREFRONT SYSTEM STAINED WOOD CAP OVER 3/4" PLYWOOD SHEATHING 2X4 WOOD BLOCKING FRP FINISH OVER 3/4" PLYWOOD SHEATHING I I I I I I I I ON KITCHEN SIDE NEW 3-5/8"x25GA. GALV MTL. I I I I I I I I STUD FRAMING LOW WALL I I I I WALL TILE OVER 1/2" I I DUROCK SEATHING I I FRP FINISH OVER 3/4" FLOOR FINISH, SEE PLYWOOD SHEATHING FINISH FLOOR PLAN I I I I I I ON KITCHEN SIDE NEW 2"x2"x1/8" STL. TUBE. MANUF. PITTCON SOFTFORMS, SKB KNEE 05 BRACE KIT, OR APPROVED EQUAL, LOW WALL DETAIL INSTALL PER MANUF. SPECS., WHERE SCALE: 1" = 1'-0" APPLICABLE, SEE FLOOR PLAN A5.01 -------------- CEILING CEILING WHERE 7 APPLICABLE, SEE CEILING PLAN GALV. MTL. FURRING AT 16" O.C. 3/4" RIGID INSULATION 5/8" DRYWALL SHEATHING, OR DUROCK WHERE TILE IS BEING INSTALLED C WALL TYPE DETAIL SCALE: 3/4" = 1'-0" Q M MIN. BAR COUNTER TO MATCH BARTOP (SEE 01/A5.01), PROVIDED & INSTALLED BY MILLWORKER, ON 3/4" PLYWOOD BASE PROVIDE FULL LENGTH COMMERCIAL PIANO STYLE HINGE I PROVIDE 1/4" STEEL PLATE TO RECEIVE COUNTER LATCH WHEN I ROTATED INTO OPEN POSITION I PROVIDE 2X (MIN OF 2) BLOCKING AT EACH STUD FOR WIDTH OF ADA COUNTER, NOTCH FOR COUNTER LATCH 03 COUNTER DETAIL A5.01 SCALE: 1" = 1'-0" QUARTZ COUNTERTOP W/ EASED EDGES OVER 3/4" PLYWOOD SHEATHING 10"x10"x3/16" THK. STL.PLATE 3" 0 S.S. TUBE SUPPORT, P-2 WITH PAINT FINISH S.S. FOOT REST 10"x10"x3/16" THK. STL. PLATE W/ (4) 3/8" Ox3" EXP. ANCHOR BOLTS, TYP. FOLDING TABLE BRACKET MANU: HAFELE, 'HEBGO' 287.43.428 NEW 2"x2"x1/8" STL. TUBE. MANUF. PITTCON SOFTFORMS, SKB KNEE BRACE KIT, OR APPROVED EQUAL, INSTALL PER MANUF. SPECS., WHERE APPLICABLE, SEE FLOOR PLAN os COUNTER DETAIL A5.01 SCALE: 1" = 1'-0" 5/8" DRYWALL SHEATHING WITH PAINT FINISH 1/2" SATIN ANNOD. ALUM.REVEAL 1.9 SCHLUTER DECO-SG80AE12, OR APPROVED EQUAL WALL TILE FINISH OVER THINSET 1/2" DUROCK SEATHING WALL FINISHES 08 TRANSITION DETAIL A5.01 SCALE; 1-1 /2" = 1'-0" CLEAR STOREFRONT SYSTEM QUARTZ COUNTERTOP W/ EASED EDGES OVER 3/4" PLYWOOD SHEATHING LED LIGHT STRIP FIXTURE W/ DIFFUSER PROTECTIVE LENS STL. SUPPORT ANGLE — ATTACHED TO STOREFRONT MULLION NEW 3-5/8"x25GA. GALV MTL. — STUD FRAMING LOW WALL o M 5/8" DRYWALL SHEATHING — STOREFRONT SYSTEM WITH — FROSTED FILM CONT. 2X WOOD BLOCK 8"x8"x3/16" THK. STL. PLATE 8"x8"x3/16" THK. STL. PLATE W/ (4) 3/8" Ox3" EXP. ANCHOR BOLTS, TYP. FLOOR FINISH, SEE FINISH FLOOR PLAN 2X WOOD BLOCKING fEP 2X4 WOOD BLOCKING FRP FINISH OVER 3/4" PLYWOOD SHEATHING ON KITCHEN SIDE ------------- I I I 2X BLOCKING FOR SUPPORT EQUIPMENT SHQWk FOR REFERENCE ONLY I I 1 I I I I I I L,,•-----I-I-1J--'-- 11 Iz------------ l I I 1 i I I II II 04 COUNTER DETAIL A5.01 SCALE: 1" = 1'-0" EXISTING STRUCTURE TO REMAIN EXISTING STUCCO CEILING, WITH PAIN_ FINISH CHECKER BOARD METAL PANEL AND FRAME WITH PAINT FINISH P-2 MTL. COLUMN WITH PAINT FINISH P-2 2"x8" WOOD BLOCK WITH LIGHT STAIN FINISH FT-1 CHECKER BOARD METAL PANEL AND FRAME WITH PAINT FINISH P-2 NEW 2"x2"x1/8" STL. TUBE. MANUF. - PITTCON SOFTFORMS, SKB KNEE BRACE KIT, OR APPROVED EQUAL, INSTALL PER MANUF. SPECS., WHERE APPLICABLE, SEE FLOOR PLAN ELEVATION VIEW 07 WOOD SHELF DETAIL A5.01 SCALE: 1" = 1'-0" r,� Mull 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 50 F. 305-740-0158 e-mail: tagdbi(Mtagdbi.com website: w Aagmiami.ccm corporate license AAC 00222E Copyright Notice: Thesedrawings, designsand ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Florida. No pad thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. W � Z I� T _ I ZLu w Qw �O`J N F Z 2 W — uJ W G'/ U ` o Q o� V Z V/rr�^ X W ~ � W O U co Z Q Z Z IJU � J zZ LL QW a O UW W W UJ Z Q 2 0 \\ o Q CL (1 � (4!z t DATE SUBMITTED ......._....... TO BLDG. DEPT.: M26.18 JOB NO 1817-01 DRAWN. Ji CHECKED: PR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: WALL DETAILS SHEET NUMBER: A5.01 E CL CD O 6 M N C `o 0a w C3 J I 9 a O I n 00 ro r N a v N W Z 00 Of I c 0 c c 0 0E d O 1 n ,9 v t` DESIGN NO. U332 BEARING WALL RATING - 1 HR. NONBEARING WALL RATING - 2 HR. FINISH RATING - 23 MIN. AMARANTHINE 1. Wood Studs - Nominal 2 by 4 in. spaced 16 in. OC effectively frestopped. 2. Gypsum Board* - Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom. 5/8 in. thick gypsum board applied horizontally or vertically, unless specified below, with beveled, square or tapered edges. Gypsum board nailed to studs and plates with 8d coated nails spaced 8 in. OC. All joints staggered 2 ft with joints on opposite side of wall. When used in widths other than 48 in., gypsum board to be installed horizontally. ACADIA DRYWALL SUPPLIES LTD (View Classification) - CKNX.R25370 AMERICAN GYPSUM CO (View Classification) - CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification) - CKNX.R19374 CERTAINTEED GYPSUM INC (View Classification) - CKNX.R3660 CGC INC (View Classification) - CKNX.R19751 CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C (View Classification) - CKNX.R18482 GEORGIA-PACIFIC GYPSUM L L C (View Classification) - CKNX.R2717 LOADMASTER SYSTEMS INC (View Classification) - CKNX.R11809 NATIONAL GYPSUM CO (View Classification) - CKNX.R3501 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification) - CKNX.R7094 PANEL REY S A (View Classification) - CKNX.R21796 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification) - CKNX.R19262 THAI GYPSUM PRODUCTS PCL (View Classification) - CKNX.R27517 UNITED STATES GYPSUM CO (View Classification) - CKNX.R1319 USG BORAL DRYWALL SFZ LLC (View Classification) - CKNX.R38438 USG MEXICO S A DE C V (View Classification) - CKNX.R16089 NOTE: ALL ROOF REPAIR AND FLASHING TO BE PERFORMED AT TENANT CONTRACTOR'S EXPENSE USING THE OWNER'S ROOFING CONTRACTOR ONLY. NOTE: EXACT LOCATION OF ALL ROOF CURBS SHALL BE VERIFIED WITH ON SITE OWNER'S REP., PRIOR TO COMMENCING ANY RELATED WORK. DUCT WALL FLANGE OF PRE-FAB ROOF CURB FASTENED TO EXISTING ROOF STRUCTURE PER MANUF. SPECS. W/MIAMI-DADE PRODUCT APPROVAL AT ROOF DECK PENETRATION, PROVIDE 3" X 3" X 1/4" STEEL ANGLES SPANNING TO STEEL BAR JOIST TOP CHORDS, AND TO EACHOTHER, FIELD WELD ALL CONNECTIONS 2A. Gypsum Board* - (As an Alternate to Item 2) - 5/8 in. thick applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths other than 48 in., gypsum board to be installed horizontally. All joints in face layers staggered with joints in base layers. Joints of each base layer offset with joints of base layer on opposite side. AMERICAN GYPSUM CO - Type AG-C. NATIONAL GYPSUM CO - Type FSK, Type FSK-G, Type FSW, Type FSW-3, Type FSW-5, Type FSW-G, Type FSK-C, Type FSW-C, Type FSMR-C, Type FSW-6, Type FSL 2B. Gypsum Board* - (As an alternate to Items 2, and 2A) - 5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed as described in Item 2. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. GEORGIA-PACIFIC GYPSUM L L C - Type DGG, GreenGlass Type X. 2C. Gypsum Board* - (As an alternate to Items 2, 2A, and 2B) - 518 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 2. GEORGIA-PACIFIC GYPSUM L L C - Type X ComfortGuard Sound Deadening Gypsum Board. 2D. Gypsum Board* - (As an alternate to Items 2 through 2C) - 518 in. thick, 4 ft. wide, paper surfaced, applied vertically and fastened to the studs and plates with 6d cement coated nails 1-718 in. long, 0.0915 in. shank diam and 114 in. diam heads, 7 in. OC. NATIONAL GYPSUM CO - SoundBreak XP Type X Gypsum Board 2E. Gypsum Board* - (As an alternate to Items 2 through 2D) -Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Type QuietRock ES. 2F. Gypsum Board* - (As an alternate to Items 2 through 2E) - 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically or horizontally and fastened to the studs per Item 2 or with 1-1A in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. CERTAINTEED GYPSUM INC - Type SilentFX 2G. Wall and Partition Facings and Accessories* - (As an alternate to Items 2 through 2F) - Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM -Type QuietRock 527. 2H. Gypsum Board* - (As an alternate to Items 2) - 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - Type LGFC6A (finish rating 21 min), Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 3. Spray -Applied Fire Resistive Materials* - Sprayed with Type A-23 Adhesive in accordance with application instructions. The material is sprayed to completely fill the stud cavity. For wall assemblies having a fire rating of 1 hr, the fiber thickness may be reduced to 2 in. Minimum avg dry density of 11.0 pcf and a min ind density of 10.0 pcf. For method of density determination, refer to Design Information Section. AMERICAN SPRAYED FIBERS INC -Type DDM. 4. Nails - 8d coated, 2-3/8 in. long. 0.113 in. shank diameter 114 in. diameter heads, spaced 8 in. OC. 5. Joints and Nailheads - (Not shown) - Gypsum board joints covered with tape and joint compound. Nailheads covered with joint compound. Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. CONT.SEALANT / FLASHING RECEIVER WOOD NAILER NOMINAL 2" X 4" z COUNTER FLASHING 2 CONT. FLASHING UNIT MOUNTING CURB PRE-FAB ROOF CURB WITH MIAMI-DADE PRODUCT APPROVAL AS REQUIRED ROOF CANT EXISTING ROOF DECKING INSUL4TING CONCRETE OVER PLYWO DECKING TO REMAIN 3/8" THROU B T, WASHERS, LOCKWASHER A NI MINIMUM EACH A L EXISTING STEEL JOIST, NO ALTERATIONS A ROOF CURB DETAIL SCALE: 3"= 1'-0" WOOD NAILER -NOMINAL 2" X 4" IIOFY�1�iiC•LI AT ROOF DECK PENETRATION, PROVIDE 3" X 3" X 1/4" STEEL ANGLES SPANNING TO STEEL BAR JOIST TOP CHORDS, AND TO EACH OTHER, FIELD WELD ALL CONNECTIONS TO EXIST. TRUSS FIRE RESISTANCE RATINGS - ANSI/UL 263 DESIGN No. U419 NONBEARING WALL RATINGS: 1, 2, 3 OR 4 HOURS (SEE rrEMS 3 AND 4) ONE HOUR DETAILED BELOW (2 THROUGH 4 HOUR RATINGS NOT APPLICABLE TO THIS CONTRACT) n 1. FLOOR AND CEILING RUNNERS: (NOT SHOWN) CHANEL SHAPED, FABRICATED FROM MIN. 25 MSG CORROSION -PROTECTED STEEL, MIN. WIDTH TO ACCOMODATE STUD SIZE, WITH MIN. 1 IN. LONG LESS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. MAX. 2. STEEL STUDS: CHANNEL SHAPED, FABRICATED FROM MIN. 25 MSG CORROSION -PROTECTED STEEL, MIN. WIDTH AS INDICATED UNDER ITEM 4, MIN. 1-y" IN. RETURN, SPACED A MAX. OF 24" O.0 STUDS TO BE CUT %" TO %" IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS* - (OPTIONAL) -MINERAL WOOLBATTS, FRICTION FITED BETWEEN STUDS AND RUNNERS. MIN. NOM. THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 3A. BATTS AND BLANKETS: (OPTIONAL). PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CERTIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 4. GYPSUM BOARD*: GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYER (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN. OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1HR IS 5. FASTENERS -(NOT SHOWN) -TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN. LONG FOR 2 AND % IN. THICK PANELS OR 1-Y4 IN. LONG FOR 3/ IN. THICK PANELS, SPACED 8 IN. O.C. WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. O.C. ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. O.C. IN THE FILED WHNE PANELS ARE APPLIED VERTICALLY. 7. JOINT TAPE AND COMPOUND: VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS, PAPER TAPE, NOM 21N. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH SQUERE EDGE. 8. CAULKING AND SEALANTS --(OPTIONAL, NOT SHOWN) -A BEAD OF ACCOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL. Jell, N �I F RATINGS - 1 AND 2 HR (SEE ITEM 1) T RATINGS - 1/4, 3/4 AND 1 HR (SEE ITEM 2) 1. WALL ASSEMBLY- THE 1 OR 2 HOUR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 B 4 IN LUMBER SPACED 16 IN O.C. STEEL STUDS TO BE MIN 3-5/8" WIDE AND MAX SPACED 24" O.C. B. GYPSUM BOARD - THICKNESS, TYPE NUMBER OF LAYERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 10-5/8". THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT - ONE METALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED ECCENTRICALLY OR CONCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 2 IN. PIPE, CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS AND TUBES MAY BE USED: A. STEEL PIPE- NOM 8 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL PIPE. B. IRON PIPE- NOM 8 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. CONDUIT- NOM 6 IN. DIAM (OR SMALLER) RIGID STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT) OR NOM 4 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. D. COPPER PIPE- NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. E. COPPER TUBE- NOM 4 IN. (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBE. TYPE OF PENETRANT MAX DIAM T RATING STEEL OR IRON PIPE, STEEL 2 IN. 1 HR CONDUIT OR EMT STEEL OR IRON PIPE, STEEL 8 IN. 4 HR CONDUIT OR EMT COPPER PIPE OR TUBE 4 IN. X HR 2A. THROUGH PENETRATION PRODUCT*- FLEXIBLE METAL PIPING- AS AN ALTERNATE TO ITEM 2, ONE NOM 1 Y IN. DIAM (OR SMALLER) STEEL FLEXIBLE METAL PIPE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 2 IN. PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. OMEGA FLEX INC TITEFLEX CORP A BUNDY CO WARD MFG INC 3. FILL, VOID OR CAVITY MATERIAL*- SEALANT- MIN % IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL ASSEMBLY. AT POINT CONTACT LOCATION, MIN Y IN. DIAM BEAD OF FILL MATERIAL APPLIED AT METALLIC PIPE/ GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL. SPECIFIED TECHNOLOGIES INC-SPECSEAL LCI SEALANT *BEARING THE UL CLASSIFICATION MARK B ROOF CURB ISOMETRIC, SCALE: 3" = 1'-0" PRE FAB ROOF CURB, BY OTHERS FLASHING RECEIVER COUNTERFLASHING FASTENED APPROX. 18" O.C. FASTENING BAR ENDS 3" FROM EDGE OF CURB CURED FLASHING MEMBRANE ADHERED TO CURB AND MEMBRANE WITH APPROPRIATE ADHESIVE FASTENERS APPROX. 6" O.C. FASTENED STRIP TO CURB SIDES OR DECK EXISTING LIGHTWEIGHT INSULATING CONCRETE OVER PLYWOOD DECKING TO REMAIN 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 5 0 F. 3 0 5 - 7 4 0 - 0 1 5 8 e-mail: ta9dbt0taQc1bi.com website: cow Aagmiami.com corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. W TZ Vu Cow . . Z_ Lu M Z J.. LuLu y- > U) Lu vp c N = wU) Z z- j.11 - o Q L) \ rn V Z_ co X W W OV 1 VJ M� �7 W Z Z Z W Lu J Z Z LL G\1co � � Q (Uri U)C O IL:N = wZ - W w�i O �/ \ o a LL / m oR10R pF \�� pABLO q""SSG p o i 4v�' q 1 0 m :�?o •' MAR 2019 ; • s AR 0010590 oc7�� �01 'YE -OF Te Of FV00,1 A~. SlFRED IN DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOBNO: 1817-01 DRAWN: JADT CHECKED'. PR REVISIONS: 2 BZ COMMENTS 03,18.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: UL DETAILS SHEET NUMBER: A6_004 H a E 0 0 rn 0 N cl 0 a FLORIDA FIRE PREVENTION CODE 6TH EDITION OCCUPANCY CLASSIFICATION: FLORIDA FIRE PREVENTION CODE, 6TH EDITION (12.2.5.1.2) ASSEMBLY OCCUPANCY 3.3.188.2 ASSEMBLY OCCUPANCY AN OCCUPANCY USE FOR A GATHERING OF 50 OR MORE PERSONS FOR DELIBERATION, WORSHIP, ENTERTAINMENT, EATING, DRINKING, AMUSEMENT, AWAITING TRANSPORTATION OR SIMILAR USES. EGRESS REQUIREMENTS NOT SPRINKLERED COMMON PATH LIMIT = 20 FEET IF MORE THAN 50 PERSONS, 75 FEET IF LESS THAN 50 PERSONS. DEAD-END LIMIT = 20 FEET TRAVEL DISTANCE LIMIT =200 FEET MIN NUMBER OF MEANS OF EGRESS: 2 FLAME SPREAD EXITS PROTECTED BY A SPRINKLER SYSTEM: CLASS B/II FLAME SPREAD 26-75; 0-450 SMOKE DEVELOPMENT. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT RATING INFORMATION TO THE LOCAL BUILDING OFFICIAL IF SO REQUESTED. 12.7.4.1 FABRICS & FILMS USED FOR DECORATIVE PURPOSES, ALL DRAPERIES AND CURTAINS, AND SIMILAR FURNISHINGS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF NFPA 10.3.1. LEGEND iiiiiiiiiiiiiit FIRE RATED WALL TRAVEL DISTANCE TO REACH AN EXIT d/2 MINIMUM EXIT SEPARATION a o COMMON PATH OF TRAVEL — — — — —) EXIT DIRECTION OF TRAVEL 4) EXIT LIGHT — x x — x — DEAD-END TRAVEL DISTANCE NOTE: ADDITIONAL EXIT AND EMERGENCY LIGHTS MAY BE REQUIRED BY THE FIELD FIRE INSPECTOR AT THE TIME OF THE FIRE FINAL. TOTAL OCCUPANT SUMMARY INTERIOR 112 EXTERIOR 38 TOTAL 150 OCCUPANT LOAD CALCULATION (NFPA) ASPERTABLE7,3.2.1 LIFESAFETYCODE r` KITCHEN/STAFF AREA 793 S.F. / 100 = 7,93 777779 KXA STORAGE AREAS 169 S.F. / 300 = 0.56 SEATING AREA 1,146 S.F. / 15 net= 78.4 (INTERIOR) SEATING AREA 569 S.F. / 15 net = 37.93 (EXTERIOR) LLLL WAITING AREA 81 S.F. / 3 net = 27 L-L- TOTAL OCCUPANT LOAD 150 01 LIFE SAFETY PLAN SCALE. 3/16" - V-0" HOOD FIRE SUPRESSION NOTE: AT TIME OF HOOD PULL STATION ACTIVATION, HOOD SUPPLY FAN SHALL SHUT OFF, GAS VALVE SHALL CLOSE AND CHEMICAL SYSTEM SHALL RELEASE OVER COOKING EQUIPMENT BELOW EXHAUST HOOD, DESIGNED AND INSTALLED IN COMPLIANCE WITH NFPA 96. REFER TO HOOD DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. NEW HOODS SHALL COMPLY WITH ALL THE MIN, REQUIREMENTS OF NFPA 96, FIRE SUPRESSION SHALL MEET NFPA 17A, SEE MANUF. SHOP DRAWINGS IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT RATING INFORMATION TO THE LOCAL BUILDING OFFICIAL IF SO REQUESTED. 12.7.4.1 FABRICS & FILMS USED FOR DECORATIVE PURPOSES, ALL DRAPERIES AND CURTAINS, AND SIMILAR FURNISHINGS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF NFPA 10.3.1. ADDITIONAL EXIT AND EMERGENCY LIGHTS MAY BE REQUIRED BY THE FIELD FIRE INSPECTOR AT THE TIME OF THE FIRE FINAL. EGRESS DOORS SHALL NOT REQUIRE ANY KEY OR SPECIAL KNOWLEDGE TO OPERATE FROM EGRESS SIDE. ALL WOOD USED SHALL BE FIRE RETARDANT. DOOR IN MEANS EGRESS: ALL DOOR SERVING MORE THAN 100 OCCUPANTS SHALL BE PROVIDED WITH PANIC HARDWARE. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. SUCH INTERIOR FINISH MATERIAL SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE - DEVELOPEDINDEXES. CLASS A: FLAME SPREAD 0-26; SMOKE DEVELOPED 0-450 CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450. CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450. INTERIOR FINISHES SHALL COMPLY WITH NFPC 6TH EDITION 10.2.2. AND FBC CHAPTER 8. he Architects .. interior design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 5 0 F. 3 0 5- 7 4 0- 0 1 5 8 e-mail: tagdbi=tagdbi.com website: w Aagmianm.com corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Flodda. No pad thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. W z 2 r� z 3r r J W LL LL C'D a iY N Z z c w o Q J on U on V z U) X W ~ W Ov 1 0 0- Cn M z z LZ as � J LILIM zZLLJw 4 w oO U) CU 04 LLI W Q Z� O < o Q 0. LL > rn RIOR -pE �c.-----_ � ABLO-q' , OF e DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOBNO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: 2 BZ COMMENTS 03.18.19 3 BZ COMMENTS O4.02.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: LIFE SAFETY PLAN SHEET NUMBER: LS 1.01 FLORIDA FIRE PREVENTION CODE 6TH EDITION OCCUPANCY CLASSIFICATION: FLORIDA FIRE PREVENTION CODE, 6TH EDITION (12.2.5.1.2) ASSEMBLY OCCUPANCY 3.3.188.2 ASSEMBLY OCCUPANCY AN OCCUPANCY USE FOR A GATHERING OF 50 OR MORE PERSONS FOR DELIBERATION, WORSHIP, ENTERTAINMENT, EATING, DRINKING, AMUSEMENT, AWAITING TRANSPORTATION OR SIMILAR USES. EGRESS REQUIREMENTS NOT SPRINKLERED COMMON PATH LIMIT = 20 FEET IF MORE THAN 50 PERSONS, 75 FEET IF LESS THAN 50 PERSONS. DEAD-END LIMIT = 20 FEET TRAVEL DISTANCE LIMIT = 200 FEET MIN NUMBER OF MEANS OF EGRESS: 2 FLAME SPREAD EXITS PROTECTED BY A SPRINKLER SYSTEM: CLASS B/II FLAME SPREAD 26-75; 0-450 SMOKE DEVELOPMENT. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT RATING INFORMATION TO THE LOCAL BUILDING OFFICIAL IF SO REQUESTED. 12.7.4.1 FABRICS & FILMS USED FOR DECORATIVE PURPOSES, ALL DRAPERIES AND CURTAINS, AND SIMILAR FURNISHINGS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF NFPA 10.3.1, LEGEND FIRE RATED WALL — — d�2 — — — TRAVEL DISTANCE TO REACH AN EXIT MINIMUM EXIT SEPARATION o o COMMON PATH OF TRAVEL — — — — — ----) EXIT DIRECTION OF TRAVEL ® EXIT LIGHT — X — X X — DEAD-END TRAVEL DISTANCE NOTE: ADDITIONAL EXIT AND EMERGENCY LIGHTS MAY BE REQUIRED BY THE FIELD FIRE INSPECTOR AT THE TIME OF THE FIRE FINAL. N F- I 6 1 - 1 � cS III ( SEATING Al 1 EXTERIOR - I W W W W W W y w W W W V W w W W W W W W W b W W W W W W W W W W W PROVIDE SIGN MOUNTED 60" A.F.F. STATING: "150 MAXIMUM OCCUPANCY" EXISTING ADJACENT TENANT SPACE 1 HR. FIRE RATED WALL / EXIT SIGN 10 LB. TYPE K FIRE EXTINGUISHER, 48" AFF TO HANDLE _ EXISTING ELECT -I. ROOM I I IA � %.. yi`� .; /// �,�T=` i �-� -, // •'/ / %�, �% /// �, OMM(11 AYH" � �A ,r, j/ // / f ///j � , LLLLLLLLLLLLILL L L..LLL LLLLLLLGL _ LLL / 't-LLL LLLLL ..L _LLLI_LL -10 LB TYPE ABC FIRE � ( - .EXTINGUISHER, . 48"AFF4 TO HANDLE '. J\ • / \ L — — — — — — �� 1 —. 52'-0" EXIT TRAVEL DISTANCE ✓ / - / ', \� �% I ✓� SED PO SEATING AREA _o ` 67 0Jr ' EXI1 • e SE1 INGAREA - EXTERIORUNDER- CANOPY 0� 340 O CUPAANTS e / 1/2" 11� �0 Fig In Ifir I�I II„ I®I Itl r GEXISTING SIDEWALK �- EXTERIOR SEATING UNDER SEPARATE PERMIT Ali►.. Np kill I�) TOTAL OCCUPANT SUMMARY INTERIOR 112 EXTERIOR 38 TOTAL 150 OCCUPANT LOAD CALCULATION (NFPA) ASPERTABLE7.3.2.1 LIFESAFETYCODE KITCHEN/STAFF AREA 793 S.F. 1100 = 7.93 / STORAGE AREAS 169 S.F. / 300 = 0.56 SEATING AREA 1,146S.F./ 15net= 76.4 (INTERIOR) SEATING AREA (EXTERIOR) 569 S.F. / 15 net = 37.93 WAITING AREA 81 S.F/ 3 net = 27 TOTAL OCCUPANT LOAD 150 "iil� SiAniQS APPROVED WAMi :BADE C7///_jREALARM_ Y FIRE DEPARTMENT BI ^Ca. PCBNi!T� U U y P3�OPOSE fOPOSED MEN'S N WO EN'S 1 EBjROOIIA I IRESTROO I —�—,I 5D'-D" EXIT TRAVEL DISTANCE I i� W I I I EXTINGUISHER, 48" AFF TO HANDLE OUTDOOR COURTYARD EXISTING SERVICE CORRIDOR EXISTING ADJACENT TENANT SPACE 7HR. FIRE RATED WALL EXIT SIGN 36" SWING DOOR 34"/ 0.2= 170 OCCUPANTS 01 LIFE SAFETY PLAN SCALE: 3/160 = 1'-0" HOOD FIRE SUPRESSION NOTE: AT TIME OF HOOD PULL STATION ACTIVATION, HOOD SUPPLY FAN SHALL SHUT OFF, GAS VALVE SHALL CLOSE AND CHEMICAL SYSTEM SHALL RELEASE OVER COOKING EQUIPMENT BELOW EXHAUST HOOD, DESIGNED AND INSTALLED IN COMPLIANCE WITH NFPA 96. REFER TO HOOD DRAWINGS FOR ADDITIONAL INFORMATION NOT SHOWN HERE. NEW HOODS SHALL COMPLY WITH ALL THE MIN, REQUIREMENTS OF NFPA 96, FIRE SUPRESSION SHALL MEET NFPA 17A, SEE MANUF. SHOP DRAWINGS IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT RATING INFORMATION TO THE LOCAL BUILDING OFFICIAL IF SO REQUESTED. 12.7.4.1 FABRICS & FILMS USED FOR DECORATIVE PURPOSES, ALL DRAPERIES AND CURTAINS, AND SIMILAR FURNISHINGS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF NFPA 10.3.1. ADDITIONAL EXIT AND EMERGENCY LIGHTS MAY BE REQUIRED BY THE FIELD FIRE INSPECTOR AT THE TIME OF THE FIRE FINAL. EGRESS DOORS SHALL NOT REQUIRE ANY KEY OR SPECIAL KNOWLEDGE TO OPERATE FROM EGRESS SIDE. ALL WOOD USED SHALL BE FIRE RETARDANT DOOR IN MEANS EGRESS: ALL DOOR SERVING MORE THAN 100 OCCUPANTS SHALL BE PROVIDED WITH PANIC HARDWARE. INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-64. SUCH INTERIOR FINISH MATERIAL SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE - DEVELOPEDINDEXES. CLASS A: FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450 CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450. CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450. INTERIOR FINISHES SHALL COMPLY WITH NFPC 6TH EDITION 10.2.2. AND FBC CHAPTER 8. The Architects Grou arch interior itectu re design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 50 F. 3 0 5- 7 4 0- 0 1 5 8 e-mail: tagdbi(Kilitagdbi.com wabsite: www.tagmiami.com corporate license AAC 002228 Copyright Notice. These drawings, designs and ideas are the property of The Architects Group, Inc and are protected under the copyright laws of Flodda. No part thereof shall be copied, or used in connection with any work other than for the specific project torwhich they have men prepared without written consent of Architects Group, Inc. o e p, W .. ......It .... •. It It It u•• LLB M LL e LU DJ_W a LL UU Q O N 2 W� Z- z w o_Q U 0) Z VJ W Q I— �U W O I ^ W 00 Z Z Z D J LU W w aw f- U)UW �o w W 7,Z- rn 0 a \oQ , DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: Pedro P. Ramos, R.A.`?, FL. Lic. 10590 SHEET TITLE. LIFE SAFETY PLAN SHEET NUMBER: LS 1.01 FAVAIMrA zmotrAmm IN Q) J E CL LO N I 00 0 N ri CL m to 1\ V %G1 812 C 819 818 620 813 814 %G1 ® 818 ■ ■■ ■ERROR " I' IN E 1ff Iry 111CI a i _________________________________� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ - 4 ,r c NOT FOR CONSTRUCTION an 0 1 401 WYE TO BE LOCATED BY ARCHITECT Mbw swop opomot Mdo tfto=i b d.Owra�mm00r61drM rroaftom L � Oche dd ewAk EMM elrw ril OYo1 UN d tw lieirwl FAIN" dm wVMS LI MOMOwwlir"PW&SoII•ntitO_bed= Rod d d 0509 rdel tot O.O dr. ■ON& 4 O•e•iei■dg =I own" on" el ump*F eleel. 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OII• ew erod•I d Id tiiiiiid ✓wIII EMM er Mro M& dw torn rr erode a r S IL dell g•odo er4 rrr dr pWb 11_e Retie "a & now Ir" Y Mr elr RrRrodd eeieool g■d Omdm de dr PEM • O M IM On Rr Ir rdlo II d M GM eleree rho she M Y ads WOOL MEN IY on • Y Red ad m r rdr ^W EVwS •'fie r M &ae emm Oe e}r♦ fie O• eld•. w NEW O&W ad w four LTHIS DRAWING SHOWS GENERAL SPACE AND LAYOUT REGUIRMENTS FOR FOODSERVICE EQUIPMENT. THIS DRAWING IS INTENDED TO COMPLIMENT THE ARCHITECTURAL AND ENGINEERING DOCUMENTS FOR THIS PROJECT AND MUST BE COORDINATED WITH THOSE DOCUMENTS. 2. THIS DRAWING IS INTENDED TO CU PLBENT THE EQUIPMENT MANUFACTURES CATALOG AND SHOP DRAWINGS AND MUST BE USED AND COORDINATED WITH THOSE DOCUMENTS. & ALL WORK MUST BE PERFORMED ACCORDING TO PREVAILING HEALTH AND BUILDING CODES. NOTIFY THE ARCHITECT IF ANY INFORMATION CONTAINED HERII DOES NOT CONFORM TO CODES 4 THIS DRAWING HAS BEEN PREPARED FROM ARCHITECTURAL WALL LAYOUT DRAWINGS ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS MUST BE ANNOUNCED IMMEDIATELY. 3. ALL DIMENSIONS SHOWN ARE TO BE MEASURED FROM FINISH SURFACES AND FROM CENTER OF CO UMN LIES. ALL WRITTEN DIMENSIONS 6. THE FIIODSERVIfE EQUIPMENT WILL BE PROVIDED WITH ONLY THE DEVICES SUPPLIED AS STANDARD BY THE MANUFACTURER OR SPECIFIED BY THE CONSULTANT. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL OTHER NECESSARY FRAHM, SUPPORTS, BACKINGS, HARDWARE, FINISHES AND ANY OTHER BUILDING STRUCTURES AND MATERIALS REQUIRED FOR A PROPER INSTALLATION. 7. GENERAL CONTRACTOR SHALL INSTALL BACKING FOR THE FOLLOW= ITEM& A. WALL SHELVES FROM 07' TO 73' AFF. B. HAND SINKS FROM 30' TO 34' AFF. C. POT SINKS FRON3V TO 42'AFF. D. PREP TABLES W/SINK FROM 30' TO 42'AFF E. MOP SINKS FROM 48' TO 78' AFF. F. FIRE SUPPRESSION SYSTEM FROM 12' TO 108' AFF, G. HOSE REELS FROM 12' TO 106' AFF. (SEE DETAIL SPEC. Siff.) N WATER FILTERS FROM 54' TO 72' AFF, CES Restaurant Equipment Specialist 772-232-6720 cespeciabstcom ALL SEI MS AND DETAD.S DMICATED DY THIS BY FBI! UK ON AND IN CONJUNM 1i WTTH THE SPECW53 PRD.JE7CT. ALL DMVVM CLDtTADE'D HHEEM AK '�Z�LlxrEPraDERTY OI E Alm NOT TO DE USED Mt M Dil PART wrill THE ADVANCED VRrrTEN PERMUM OiI'RA o T aFECIALIst interiorThe Architects Grou design 8000 NVV 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5- 7 4 0- 0 1 50 F. 305-740-0158 e-mail: tagdbi(%?tagdbi.com website: w Aagmiami.com corporate license AAC 002228 Copyright Notice, These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Florida. No pad thereof shall be copied, or used in connector with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. W Z T. Z w " Z [- LL < uJ Q W �O WCO r z — C G ?g W o Q U Z /��/� v) X W ~ W �U I 0 0— J_ (n D M W Z Z Z N< LU F w Z M zZ J W W Q ¢ w a O IL�U) V W= w W Z2 Q 12 CL DATE: 09.12.18 JOB NO 1817-01 DRAWN: JADT CHECKED: PR REVISIONS. Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: EQUIPMENT PLAN SHEET NUMBER: FS-1 •YY•YD ¢¢aa• EQUIPMENT SCHEDULE Item No Qt E ui ment Category ° a >° 0 ii c� :' o Cr � z or_ ° N bin C +' N =in C p or- °_' (D ain C L C v N min C rn N coin m M Equipment Remarks 100 1 loven, Convection, Gas 9.0 1 120 1 60 10.75 88 101 1 Range, Restaurant, Gas 0.75 243 102 1 Griddle, Gas 0.75 60 103 1 Broiler, Under -Fired, Gas, Counter 0.75 80 104 1 Fryer, Deep Fat, Gas 0.75 90 105 1 Pasta Cooker, Gas 3.0 115 1 60 X 5-15P 1.25 0.5 77.5 106 1 Refrigerator, Shorty 5.4 115 1 60 X 5-15P 107 1 Refrigerator, Undercounter 6.5 115 1 60 X 5-15P 108 1 Refrigerator, Sandwich/Salad Prep 9.9 115 1 60 X 5-15P 109 1 Refrigerator, Undercounter 5.3 115 1 60 X 5-15P 110 1 Hood System See Shop Drawings 111 1 1 ISide Panel 200 1 Sink / Dishtable 0.5 0.5 1.5 1.5 1.5 200.1 1 Pre -Rinse Faucet, Wall Mount 0.5 0.5 201 1 Warewasher, Door Type, Low Temp 16.0 115 X 0.5 2 Verify with Vendor 202 1 IDishtable, Straight 203 2 Sink, Hand, Wall Mount 0.5 0.5 1.5 205 1 Ice Maker w/o Bin 10.8 115 1 60 X 0.5 0.75 206 1 Bin, Ice 0.75 300 1 Work Table 301 1 Table, Work 302 1 ISink. Prep 0.5 0.5 1.5 1.5 302.1 1 Faucet, Wall Mount 0.5 0.5 303 1 Sink, Hand, Wall Mount 0.5 0.5 1.5 305 2 Mop Holder 400 1 Walk -In Cooler 3.5 115 1 60 401 1 Evaporator Coil, Cooler 1.8 115 1 60 402 1 Walk -In Freezer 3.5 115 1 60 403 1 Evaporator Coil, Cooler 7.2 115 1 60 404 1 Condenser Remote, Air -Cooled 15.0 208 1 60 X 405 1 Condenser Remote, Air -Cooled 20.0 208 1 60 X 505 1 Soda Rack 7.7 120 1 60 X 600 2 Underbar Ice Chest 0.5 601 2 Underbar Speed Rail 603 2 Underbar Liquor Display 604 1 Glasswasher 12.0 115 1 60 0.5 0.625 Verify with Vendor 605 3 Underbar Glass Rack 1 606 2 Underbar Handsink 1 1 0.5 0.5 1.5 608 1 Ice Maker w/ Bin 7.6 115 1 60 XI 0.5 0.75 609 1 Underbar Ice Chest 0.5 609.1 1 Underbar Speed Rail 610 1 Cooler, Bottle 4.0 120 1 60 X 5-15P 612 1 Refrigerator, Sandwich/Salad Prep 4.5 115 1 60 X 5-15P 613 1 Back Bar Cooler 120 1 60 X 5-15P 614 1 Froster/Chiller, Glass/Mug/Plate 5.2 120 1 50 X 5-15P 615 1 Dispenser, Beer 6.0 115 1 60 X 5-15P 0.5 616 1 Back Bar Cooler 120 1 60 X 5-15P 617 1 Coffee Grinder 11.0 120 1 60 X 5-15P Verify with Vendor 618 1 Espresso Machines, Automatic 30.0 220 1 X L6-30R 0.375 1 Verify with Vendor 619 1 Coffee Grinder 11.0 120 1 60 X 5-15P Verify with Vendor 620 1 Coffee Maker, Satellite System 18.3 120/240 1 60 X 0.25 Verify with Vendor 620 2 ITrash Cans 621 1 Mixer, Drink 120 1 60 X 700 5 POS 5 115 1 60 X 5-15P Low Voltage Required 701 7 Printer 2.0 115 1 60 X 5-15P Low Voltage Required Si 1 Shelving, Wire S2 1 Shelving, Wire CES Restaurant Ecjwpment Specialist 772-232-6720 cespeciei]ist.com 117 �� 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5- 7 4 0- 0 1 5 0 F. 3 0 5- 7 4 0- 0 1 58 e-mail: ta9dbl(9�tagdbi.c0m wabsite: www.tagmiami-com corporate license AAC 002228 Copyright Notice. These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Florida. No pad thereof shall be copied, or used in connection with any work other than for the spedfic project for which they have been prepared without written consent of The Architects Group, Inc. W _ Z Z Z_ h Q =m z w aw Q °o C N Z C w=n z- z w C o¢ Z U) X W Q W Ov I Do. J_ (n Z) F_ m Z I"' Q Z Z ao � J < z Z w LL ¢w 0 wac iwWzb20 aa\\0// 0) DATE: 09.12.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS, r edro P. Ramos, R.P F LLic. 1059( SHEET TITLE: EQUIPMEN SCHEDULE SHEET NUMBER FS-2 i t D - D DrJ ,OT- CZ n0aCT m T m $$ m m m m m _ m m m I S D > > > "m ro > D > m > D m > m m > > 1 I I :^ `'' y' Y, :^ a 4n �^ 0 Z _ Z m kJ m v v v v v a v a 3 v 0 rn v o > > > o > I Z Z m 'n Z -D v 3 v HER -II N N II j' y_ • • 2 L II F_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 11_ _ _ _ _ _rT _ _ _ III t `M1 EQ#701:NEMA 5- 40" EQ#700:NEMA 5- 40" NOT FOR CONSTRUCTION ••s SER\ACE EQUIPMENT NOTES 1. REQUIREMENTS SHOWN ARE FOR (1) ONE ITEM. TO DERIVE TOTAL MULTIPLY BY QUANTITY SHOWN. WN.b -• 7h a-. - .r-,i, WPhffND0F%3W%TOU*i111=ff STOP VALVES AND VACUUM BREAKERS AHEAD OF ALL OPERATING 4. SEE EQUIPMENT ELECTRICAL AND PLUMBING ROUGH-111 DRAWINGS FOR ADDITION INFORMATION. i - dy .-? .t : atf yJ ;:ltf«.:.. "- •�.-' ti �, :• ii-�. sf-.r; . ya•- i , ] •i � � M.14.1l,�, 'Alfa•• .�� 4•}>•` 7 a �••' •- �, x.. v 1, ' / i ' -•• «�• -, a 11�•, ••.«,•�i-`•_ • i.. •..• • • awl•.. ly.i, �'�1� - • �, ice;. a, I~ be ELECTRICAL LEGEND 0 TEUDATA WALL DUPLEX WALL --<3 POWERWALLJ-BOX a ,I Ill tI III III • 1 d MIA ii� II�u rR �■ IN I. ■1 so = • .. , �-x K-1 AFF EVAP 8 EQ#400 BT AFF V EQUIPMENT SCHEDULE Item No Qt Equipment Category a o x = a > m r a o r? w c a Q w z Equipment Remarks 100 1 Oven. Convection, Gas 9.0 0.5 120 1 80 105 1 Pasta Cooker, Gas 3.0 115 1 80 1 X 5-15P 106 1 Refrigerator, Shorty 5.4 0.2 115 1 60 X 5-15P 107 1 Refrigerator, Undercounter 6.5 0.3 115 1 80 X 5-15P 108 1 Refrigerator, Sandwich/Salad Prop 9.9 0.5 115 1 80 X 5-15P 1D9 1 Refrigerator, Undercounter 5.3 0.3 115 1 60 X 5-15P 201 1 lWarawasher. Door Type, Low Temp 16.0 1 115 X lVerify with Vendor 205 1 Ice Maker w/o Bin 10.8 115 11 60 X 400 1 Walk -In Cooler 3.5 115 1 80 401 1 Evaporator Coil, Cooler 1.8 115 1 60 402 1 Walk -In Freezer 3.5 115 1 60 403 1 Evaporator Coll. Cooler 7.2 115 1 80 404 1 Condenser Remote, Air -Cooled 15.0 208 1 80 X 405 1 ICondensi Remote, Air -Cooled 20.01 208 1 80 X 505 1 Soda Rack 7.7 120 1 60 X 604 1 Glosswasher 12.0 115 1 80 Verify with Vendor 608 1 Ice Maker w/ Bin 7.8 1 115 1 60 X 610 1 Cooler, Bottle 4.0 120 1 60 X 5-15P 612 1 Refrigerator, Sandwich/Salad Prop 4.5 0.2 115 1 60 X 5-15P 613 1 Back Bar Cooler 0.3 120 1 80 IX 5-15P 614 1 Froster/Chiller, Glass/Mug/Plate 5.2 120 1 50 IX 5-15P 615 1 Dispenser, Beer 6.0 115 1 60 IX 5-15P 616 1 Back Bar Cooler 0.3 120 1 60 XI 5-15P 617 1 Coffee Grinder 11.0 0.8 120 1 60 X 5-15P Verify with Vendor 618 1 Espresso Machines, Automatic 30.0 220 1 X 1-6-301R Verify with Vendor 619 1 Coffee Grinder 11.0 0.8 120 1 60 X 5-15P Verify with Vendor 620 1 Coffee Maker, Satellite System 18.3 120/240 11 60 X Verify with Vendor 621 1 1 IMIxer, Drink 120 1 60 X 700 1 5 IPOS 10.01 115 111 60 X 5-15P Low Voltage Required 701 1 7 jPrinter 2.0 1 115 111 60 X 5-15P Low Voltage Required TO BE LOCATED BY ARCHITECT CES Restaurant Equipment Specialist 772-232-6720 cespecieiislmm ALL LFszm me NO REPRESENTED BY THU amwi O ARE FOR USE 01 AND THE SPECIFIED Pra ECT. ALL DRAWDM CONTAINED The Architects AGrou interior desig 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 5 0 F. 3 0 5 - 7 4 0 - 0 1 58 e-mail: tagdbi�tagdbi_com website: www.tagmiami.com corporate license AAC 002228 Copyright Notice: These drawings, designs and Ideas are the property of The Amhilects Group, Inc. and are protected under the copyright laws of Flonda. No pad thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. W .a a Z -.••• • o r") s Z W-� • L.V W t. Q W v O e• c N r C wcn z G z-g w b¢ U z lb- U) W Q ~ W � U I< 0 CL J_ U) W Z zW � J Z Q zLL W 4 QW U "U W W W C\I - 2 U oQ of EL rn 2 ...__....... DATE: 09.12.18 JOB NO', 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: Pedro P. Ramos, R.A. FL- Li c- 10590 SHEET TITLE: ELECTRICAL CONNECTION SHEET NUMBER: FS-3 •uu oaooe• m g OD O N M C. m In OD O M m 0 m 0 0 M 06 c 0 U c 0 t r Y rri 9 0 er c U m a' v c N W z 00 rn ••• SERVICE EQUIPMENTNOTES 1. ], M. TO DERIVE Njj'R%&4lIll= STOP VALVES AND VACUUM BREAKERS WAD OF ALL OPERATING 4, SEE EQUIPMENT ELECTRICAL AND PWMINNG ROUGH -IN DRAWINGS FOR ADDITION INFORMATION. 7c ay'_ ;;T'- Ij ] -_ �1.`t~1 .r .'iL �'' - ... it- •, nr, `-9 • `�.t; - - �, • •• •.. µ �. a,r . .-u• Jr- = j4�• tier m ,1 '1 :\N • - - ' � �' � -; M ` •. _ - '' ' . •. • - ].k . - .. 1 1� 1 - f- t1 -, . -I]1 • ter - . • ]1 r •Ind a, : • r.. II r 1 I i•eI �li- �•1 i�• lr- • • I ey�f1 r • �!4•� •]n 9 i�• •• 1'�:'• Y- l• v •�l�• �� ' r �i1-•T]iy�• i��ff � -��• -�� 71���, _ NI-f: '��- �+,:.. +r �.'-� � ; �I�1. sl r]]I • ], • l• r�ti \,-•' >i]- I, �;ji 'i'�r •^ 1• 1 1 �i}l ` -1]i-. 33 - PLUMBING LEGEND C♦ COLD WATER SUPPLY H ♦ HOT WATER SUPPLY D ♦ DRAIN CWI ♦ COLD WATER IN CW0+ COLD WATER OUT G ♦ GAS SUPPLY FLOOR DRAIN WITH ATTACHED FUNNEL FLOOR SINK WITH HALF GRATE UNLESS NOTED OTHERWISE EQUIPMENT SCHEDULE Item No Equipment Category Ea a IL x u > IsEquipment 0. Ti c o z Remarks 100 1 Oven, Convection, Gas 9.0 0.5 120 1 W 105 1 Pasta Cooker, Gas 3.0 115 11 W X 5-15P 100 1 Refrigerator, Shorly, 5.4 1 0.2 1 115 11801 X 5-15P 107 1 R•Mgerator, Undercourdx 6.5 0.3 1 115 1 W x 5-15P 108 1 Refrigerator, Sandwich/Salad Prep 9.9 0.5 115 1 50 X 5-15P 109 1 Retrlgerotor, Underwunter 5.3 0.3 115 1 tip x 5-15P 201 1 Worewasher, Door Type, Low Temp 16.0 115 X Verify with Vendor 205 1 ice Maker w/o Bin 10.8 115 1 W X 400 1 Walk -In Cooler 3.5 115 1 60 401 1 Evaporator Call, Cooler 1.8 115 1 80 402 1 Walk -In Fresser 3.5 115 11 W 403 1 Evaporator Coll, Cooler 7.2 115 1 80 404 1 Condenser Rernots, Air -Cooled 15.0 208 1 60 X 405 1 Condeneer Remote, Air -Cooled 20.0 208 1 60 X 505 1 Soda Rack 7.7 120 1 80 X 604 1 Gknswasher 12.0 115 1 80 Verity with Vendor 608 1 Ice Maker w/ Bin 7.6 115 1 80 Ix 610 1 Cooler, Bottle 4.0 120 1 80 IX 5-15P 612 1 Refrigerator, Sandwich/Salad Prep 4.5 0.2 115 1 80 X 5-15P 613 1 Back Bar Cooler 0.3 120 1 60 X 5-15P 514 1 Fmeter/Chiller, Glass/Mug/Plate 5.2 120 1 50 x 5-15P 015 1 Dleperaer• Beer 8.0 115 1 80 X 5-15P 616 1 Back Bar Cooler Oz 120 1 60 X 5-15P 017 1 Coffee Grinder 11.0 0.8 120 1 80 X 5-15P Verity with Vendor 616 1 1 jEsPresso MxMnes, Automatic 30.01 1 220 1 X LO-30R Verity with Vendor 619 1 1 lCaffies Grinder 11.01 0.8 120 1 80 X 5-15P Verify with Vendor 620 1 Cof oo Maker, Satellite System 18.3 1 80 X Verity with Vewith Vendor 621 1 Mizer, Drink 121 1 60 X CES Restaurant EgJuipinent Specialist 772-232-6720 cespecidlist.com ALL DESD me DETAD-S 31=70 By AND REPRESENTED BY TICS DRAVBEG ARE FOE USE ON AN IN CONJUNCTION WITH THE SPECUM PrA)J Cr. ALL DRAVOEGS COITABEIOD interiorWMA design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbilMtagdbi com website: w Aagmiami.com corporate license A C 002228 Copyright Notice: These drawings, designs and ideas are the property of The Archileds Group, Inc. and are protected under the copyright laws of Flonda. No pad thereof shall be copied, or used in connection with any work other then for the specific project for which they have been prepared without written consent of The Architects Group, Inc. W z • d Z LL •• •• u 1.12 �uee < W' i r X ;V c Or'• N F z W p1 Z Z •'tl W o Q U V Z V i X W W O _J U) D f- 00 Z f- Q Z Z Ju Ju J ZZLL U aW c cli WwQz 0 \\ 00 Q rn � DATE: 09.12.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: r roP. Ramos, R.A.. Lie. 10590 SHEET TITLE: PLUMBING CONNECTION SHEET NUMBER: FS-4 unnn TATFnRA/d TTn AT - .Tn hJl.4FnR.4.4R ■ SPECIFICATIONI CAPTRATE" GREASE -STOP" SOLO FILT REVISIONS 1 MAX. EXHAUST PLENUM TOTAL HOOD CONFIG. RISER(S) END TO HOOD TAG MODEL LENGTH COOKING SUPPLY HOOD TOTAL EXH, CFM WIDTH LENG. HEIGHT DIA, CFM VEL, S.P. N0. TEMP, CFM CONSTRUCTION END ROW 5424 600 430 SS 1 13' 1' Deg, 3336 10' 32' 4' 3336 1501 -0.875' 2669 ALONE ALONE ND-2-PSP-F Where Exposed IS/ITOI)ll MJ/I)fi,I/,pY11731 PATENT NUMBERS AC-PSP (United States) - US Patent 7963830 B2 AC-PSP Wall (Canada) - CA Patent 2820509 AC-PSP Island (Canada) - CA Patent 2520330 FILTER(S) LIGHTS) UTILITY CABINET(S) HOOD TAG EFFICIENCY 2 7 WIRE FIRE SYSTEM ELECTRICAL SWITCHES FIRE SYSTEM HOOD ANGIN TYPE SIZE MODEL # QUANTITY NO. TYPE QTY.HEIGHT LENGTH MICRONS QTY. TYPE GUARD LOCATION SIZE PIPING WGHT 1 Captrate Solo Filter 9 20' 16' 85% See Filter 4 L55 Series E26 NO YES 747 Spec. LBS unnn nPTTnNQ HOOD NO. TAG OPTION BACKSPLASH 80.00' High X 158,00' Long 430 SS Vertical RIGHT END STANDOFF 1' Wide 54' Long Insulated 1 RIGHT SI➢ESPLASH 80,00' High X 54.00' Long 430 SS Vertical LEFT VERTICAL END PANEL 27' Top Width, 21' Bottom Width, 80' High Insulated 430 SS PF.RFnRATF.n .4lIPPLY PT.h:ATITA./(.e) HOOD NO. TAG POS. LENGTH WIDTH HEIGHT TYPE RISER(S) WI➢TH LENG. DIA. CFM S.P. 1 Front 158' 18' 6' MUA 12' 28' 667 0,169' MUA 12' 28' 667 0.169` MUA 12' 28' 667 0.169' MUA 12' 28' 667 0.169' T3' o 10' -- �— 32' sa• U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly 28• ERRI 28' 28'EE5 28, IB' 2'- ------ -- --- 12'- ---- - ---- 12'- -- -- 7- 12' --- -- - --- - - 9' � - - 9' - - 9' -' - - 9 78 1/2' I 78 1/2' 19 3/4' —I 39 1/2' -�— 39 1/2' I- 39 1/2' —� 13' 1'Nom./13' 1.00101) 13'-2,00. Overall Length EXHAUST RISER HANGING ANGLE 20' CAPTRATE SOL[ FILTER WITH MOOR 3' INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TE ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITF LOCAL CODE REQUIREMENTS GREASE DRAIN WITH REMOVABLE CUF GAS CHASE CUTOUT (FOR GAS AND POWER LINES) LEFT VERTICAL END PANEL WITH ADJUSTABLE LEGS PLAN VIEW - Hood #1 13' 1.50 A-LONG 5424ND-2-PSP-F NOTE, Additional hanging angles provided for hoods 12' and longer. SECTION VIEW - MODEL 5424ND-2-PSP-F HOOD - # 1 VOPY LIGHT FIXTURE - (, INCLUDES CLEAR THERMAL VT GLOBE (L55 FIXTURE) FTACHING PLATES UPPLY RISER WITH 'OLUME DAMPER 23.5% OPEN STAINLESS STEEL PERFORATED PANEL 1' LAYER OF INSULATION FACTORY INSTALLED IN 1.00' END STANDOFF MEETS 0' REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. THE CAPTRATE GREASE -STOP SOLO FILTER IS A SINGLE -STAGE FILTER FEATURING A UNIQUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZE➢ TO FIT INTO STANDARD 2-INCH DEEP HOOD CHANNEL(S). UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO COMPONENTS WHEN ASSEMBLED. GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 857 GREASE PARTICLES SEVEN MICRONS IN SIZE AND LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. THE CAPTRATE GREASE -STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05, EFFICIENCY VS. NARTICLE DIAMETER PRESSURE DROP VS. FLOW RATE Eb G u 0 F L PARTICLE DIAMETER (um) CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH:. NFPA #96 NSF STANDARD #2 UL STANDARD #1046 INT. MECH. CODE (IMC) ULC-S649 FLOW RATE (c6n) CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH UL 710 AND NFPA 96 AND ARE RECOGNIZED BY ONE OR MORE OF THE FOLLOWING1 ETL SANITATION LISTED ETL LISTED FILE# 3054804-001 Fire .Sv�te'm. Tn.fnrnr.n.fidnn. - .Tn hTl.4FAR.4.4R HOOD CORNER Ur - 13 TPI HANGING ANGLE GRADE 5 0UNIWA0 (HARDWARE BY INSTALLER) STEEL HEX NUTS GRAD — 13 TPI GRADE 9 (HININLAO STEEL ALL —THREAD LILV - 13 TPl GRADE 3 (NININUH STEEL HEX NUT I/r GRADE 5 HOOD C� STEEL HANGING AN AL (WEIGHT DEAF FLAT FLAT WASHER WA � ANCHGR FUINI FOR HO®) V2' GRADE 5 01114111UK) STEEL FLAT WASHER VS' — 13 TPI GRADE 5 "NU STEEL HEX NUTS ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPI GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2' - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. FIRE SYSTEM NO. Tag TYPE SIZE FLOW POINTS INSTALLATION SYSTEM LOCATION ON HOOD I Ansul R102 3.0/3.0 4 Wall Mount Left N/A DETECTION I r AGENT LINE I SYSTEM CONTROL AUTOMAN WITH AGENT TANK ENCLOSED JI REMOTE MANUAL PULL STATION TYPICAL ANSUL R102 SYSTEM LAYOUT WITH REMOTE MOUNTED AUTOMAN APia'ROVED MIA(VII-DADE COUNTY FIRE DcPA RTh i EA77 BLDG.PFRAI!T__/ RRF_ALARM 'SUPPRESSION cIi W z 00 � M M z F J cH G Q H DATE: 8/9/2018 DWG.#: 3508338 DRAWN BY: SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 1 v 0 K 0 0 N • .•..•. ••••.• • ....V • •••ee• 7;T YT.TA TT C'T FA A7 TAITi /117 11ATT/1 A7 - TnhllQ�nR?QR ns 77lMlTl AT nAnvAn T., T.-Lnocn0000 REVISIONS FAN UNIT TAG FAN UNIT MODEL # CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA DISCHARGE WEIGHT SONES VELOCITY (EBS.) NO. 1 DU180HFA 3336 1.350 1343 2,000 1.3020 3 208 1 8.3 770 FPM 180 21 FAN #1 DU160HFA - EXHAUST FAN 3: 26Q DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) LfTTA FTAA7 TATTi'/1RAAATft1AT - .Tnh4F.Q.rinR.R.RR FEATURES: - DIRECT DRIVE CONSTRUCTION (NO BELTS/PULLEYS) ROOF MOUNTED FANS RESTAURANT MODEL UL705 AND UL762 AND ULC-S645 VARIABLE SPEED CONTROL INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300-F (149'C) - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST /8 EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300'F (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 500'F (316'G FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CON➢ITION. OPTIONS GREASE BOX. MIAMI DADE CERTIFICATION - NOA-1 ALUMINUM UPBLAST. 2 VENTED CURB 6 GAUGE TEEL ONSTRUCTION ,\ ROOF OPENING 26 DIMENSIONS 26 PITCHED CURBS ARE AVAILABLE 0• FOR PITCHED ROOFS. 0' SPECIFY PITCH: 12' EXAMPLE: 7/12 PITCH = 30° SLOPE FAN UNIT TAG FAN UNIT MODEL # BLOWER HOUSING MIN DESIGN ESP, RPM H.P. B.H.P. 0 VOLT FLA WEIGHT CLBSJ SONES NO. CFM CFM 2 A2-20D 2OMF-2-MOD A2 - 2669 0.650 1098 1,000 0,7360 3 208 3,8 391 11.9 FAN #2 A2-20D - SUPPLY FAN 1. UNTEMPERED SUPPLY UNIT WITH 20' DIRECT DRIVE FAN IN SIZE #2 HOUSING 2. INTAKE HOOD WITH EZ FILTERS 3. DOWN DISCHARGE - AIR FLOW RIGHT -> LEFT 4. MIAMI DADE IMPACT AND WIND LOAD CERTIFICATION +30 / -130 PSF - MIAMI DADE COUNTY PRODUCT CONTROL APPROVED. FL13RIDA BUILDING CODE APPROVAL, ROOF MOUNT EXHAUST CURBS UP TO 20' HIGH MUST BE 16 GAUGE ALUMINIZED. 5, SEPARATE 120VAC WIRING PACKAGE FOR MAKE-UP AIR UNITS. OPTION MUST BE SELECTED WHEN MOUNTING VFD IN PREWIRE PANEL OR WITH DCV PACKAGE. PROVIDES SEPARATE 120VAC INPUT TO SUPPLY FAN, THIS 12OV SIGNAL MUST BE RUN BY ELECTRICIAN FROM DCV TO MUA SWITCH. NOTE- SUPPLY DUCT MUST BE INSTALLED TO MEET SMACNA STANDARDS. AMINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE UNLESS OTHERWISE SPECIFIED. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED STRAIGHT DUCT SIZE IS 20' x 20' x 72' LONG. LIFTING LUG 3 16 1/4' 20' EQUIPMENT CURB 31' { ROOF OPENING 2' SMALLER THAN CURB ➢IMENSION. PITCHED CURBS ARE AVAILABLE D' FOR PITCHED ROOFS. 0° SPECIFY PITCH: 12' EXAMPLE: 7/12 PITCH = 30a SLOPE 6 u WIRING 40 1/8' AAIIRF^LOW SERVICE DISCONNECT 36 3/4' SWITCH BLOWER/MOTOR ACCESS DOOR 24' SERVICE CLEARANCE REQ. 72' MINIMUM STRAIGHT DUCT 31' IL JI f-- 20' ---1 93 3/4' AIRFLOW JOB NO 3508338 A:,ua.vaasa vaau a az vau-avu .+-. --- NO. TAG PACKAGE # LOCATION SWITCHES OPTION FANS CONTROLLED LOCATION QUANTITY TYPE IP H,P, IVOLT FLA 1 SC-311110FP Wall Mount In SS Box 05 - SS Wall Mount Bo x 1 Light 1 Fan Smart Controls Thermostatic Control Exhaust 3 2,000 208 8.3 Supply 3 1.000 208 3.8 =L NUMBER SC-311110FP NAME AMARINTHINE 1 2 BREAKER PANEL TO PRIMARY CONTROL PANEL Responsibility: Electrician 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED _ BREAKER PANEL PRIMARY CONTROL 4 --------- - - - - - - -- -'® BREAKER 1PH NeytrIwl 120 V Ground 5 15 ACONTROL POWER. DO NOT WIRE -6d]L316d TO GFCI OR SHUNT TRIP BREAKER. 6 1ST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH #1 LIlE BREAKER 3PH ____________________UDg 208 V _________ _LINE _______ __ - MCA: 70.4 A _____ Ground. ____- B MOCP, 20 A EXH-1------ SM-1 WIRE TO VFD QUICK CONNECTOR 9 BREAKER 3PH _ _ -_LINE 208 V ____________________LINE _LINE _ 10 MCA' 4.8 A ----------__Grauntl MOCP: 15 A SUP-2 SM-2 WIRE TO VFD QUICK CONNECTOR 11 z CONTROL PANEL TO FANS 13 Responsibility: Electrician PRIMARY PANEL FANS 14 FAN; 01 EXH-I Load Wiring __1�eAD yEeT -_ -_0"a SM-1 -------- ---o'o _ 15 WIRE TO __ I Ica a _ ______ __tea VFD QUICK -__a1>Qe+n __ -------- ---�I' CONNECTOR WIRE TO - MUST HAVE ITS OWN CONDUIT DISCONNECT 16 DO NOT SHARE CUNDUITI FAN: 02 SUP-2 Load Wiring __LOAD LET-' __ _ note a 17 SM-2 __44iE - - o WIRE TO ---'-4-_ o 16 VFD QUICK ---M z- - a CONNECTOR _Ieet-NIJA A1.-_ - s�- _ a GWENp 19 IF VFD MOUNTED IN 2ND PANEL, MUST HAVE ITS OWN CONDUIT WIRE SF SIGNAL DO NOT SHARE CONDUITI FROM PANEL WITH 20 ECPMO3. 21 22 23 24 LED T1M V 1IT00 mare v S EMATIC TYPE INSTALL DW No 8/9/2018 CONTROL PANEL TO ACCESSORY ITEMS Responslloi(ity: Electrician :ONTROL PANEL TO __-______ FIRE SYSTEM ®_ WIRE C1T0 COONMM(1), MICROS WITCH WIRE AR1 TO NORMALLY CLOSED (2). Cl TO ARI SHOULD HAVE CONTINUITY WHEN ARMED, IF MORE THAN ONE F_. FIRE SYSTEM WIRE IN SERIES A§ SHOWN j 3 Phase w/ control for 1 Exhaust Fan, t Supply Fan, Exhaust on In Fire, Lights out In Fire, Fans) On/off rmostotcally Controlled. Room temperature sensor shipped loose far field Installation. INVERTER DUTY 3 PHASE 0MOTOR REOUIRED FOR USE WITH VFD. - - - - - - - - - - - - - - - - - J NTROL PANEL J4 ALL SWITCHES FACTORY WIRED TO CAT-5 CONNECTION SWITCHES H000 LIGHTS 1 L CONTROL PANE------- BLACK TO ______________WHITE GREEN H013D LIGHTS - - - - - - - - - - - - - - ____-J 1400 W MAX WIRE TO J-BOX ON TOP OF HOOD CONTROL PANEL - - - - - - - - - - - - - - - - - - - - - }T TO WIRE TO CONTROL BOARUT INSTALL -J ROOM TEMP KITCHEN TEMP SENSOR IN ROOM AWAY FROM HEAT SENSOR SOURCES. DO NOT INSTALL SENSOR DN THE CEILING GRID, SEE MANUAL. CONTROL PANE __________________ ___lo }l TO WIRE TO CONTROL BEARI IIF]5"1 DUCT SENSOR SENSOR MOUNTED IN EXHAUST DUCT RISER 1 THE FOLLOWING CONNECTIONS MAY OR MAY NOT BE REQUIRE➢ BASED ON JOBSITE SPECIFICATIONS SHUNHOT CONTROL PANE ------- TO SHUNT COIL -10( )OIL 1 FROM SHUNT _COIL SIGNAL FOR ___NEUTRAL EXTERNAL ST TERMINAL IS ENERGIZED SHUNT TRIP IN FIRE CONDITION. CONTROL PANE --------------COMMON NORMALLY OPEN SPARE FIRE R_ _ MAKE _ _ SYSTEM DRY AR2WHEN SYSTEM ISLARMED. THEYO CONTACT ARE USED TO DISABLE EQUIPMENT NTRUL PANE TO ----------------- EXTERNAL SIGNAL SWITCH THROUGH HMS WILL ACTIVATE ZONE1 FANS Al SWITCH 1 T6HTS UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 AWG. ALL FACTORY DC WIRING 18 AWG, 1 io T9nv CONTROL INPUT _ HK _. 120V H1=LINE, N1=NEUTRAL, 15A BREAKER, D❑ i CAD NOT CONNECT 3 + 24V Z ® BK TO SHUNT TRIP DC BREAKER. SEE PS-01 ® INSTALLATION 1 C BK SCHEMATIC FOR _ --- ADDITIONAL REQ, PANEL LID'I GRR z z = 3 n 6 DC+ HL g RD-1 �RgR01 7 MAKE UP AIR INTERLOCK, JUMPER 8 Jim ECPM03 0 SE �Z NOTE, All Items on ECPM03 J3 line to be dolsy chained from one component to the next, with E13L120A at end of line. Place PN- EOL120A In empty RJ45 port. ECPM03/DAISY CHAIN - U111111.. DO NOT INSTALL FIRE SUPPRESSION SYSTEM PER THIS DRAWINGI BEFORE IN(:TA eTI0N Fire suppre" on system contrector's working Plane shell be submitted for permit approval W Mlaml-Dade County Fire Department A"ROVAL FOR BUILDING PERMIT ONLYI MOTOR POWER CIRCUIT 14 3 PH 208 V CC 20 A 14 3 PH 208 V 15 A FACTORY WIRING SCHEMATIC CIRCUIT BOARDS CV Rev. 2.09.01 MTR,EXH-1 HMI Rev. 2,09.00 FLA18.3 HPIE000 RA-x RD-x P100,01 P101:N/A 120 VAC 24 VDC P102'0.0 RELAY RELAY P103:80.0 P107:00 P108:86 NO 4 3 NC 2 1 NO 4 3 NC 2 1 P131:N/A COIL 8 7 COIL 8 7 P350101 COM 6 5 COM 6 5 P167,80.8 194,225 QCOMPONENT LIST MTR-SUP-2 LABEL DESCRIPTION FLA:3.8 HPO-01 0 ST-% Starter PIGUN P10NN/A GverioPWvaries DL-% Dverload P102'00 PNyarlContactor P107,00,0 C-X Contactor PIOB-9 Powerks P108:90 PS-1 Power S.4 24VOC P131,N/A PMMDPI8-24A-1C P150:01 RA-x 120V Rein,y DPDT P167'63.4 PN34.110D184.0 194-225 410:21 RD-x 24VDC LI h.0 Relay PN34.I1a01.0 DRY CONTACTS (SHOWN DE -ENERGIZED) 14 AWG RA-1-1 ON/OFF NTrH FM LEGEND ---FIELD WIRING —FACTORY WIRING B(- BLACK YW- YELLOW B_- DUE GY- GREY ER- RRTWN PR- PURPLE RD- RED wi l- M4-aTE Gt- GREEN D2/BL- OVIL STRIPE BJRIF 0-M STRIPE RD/ON- RD/ON STRIPE WH/1L- WH/TL STRIPE JOB NAME AMARINTHINE DRAWING TITLE SC-311110FP DESCRIPTION OF OPERATION 3 Phase w/ contra( far Fan, 1 Supply LExhaust an, Exhaust an In Fir¢, Lights out In Fire, Fan(.) on/off o Thermstatically Controlled. Room temperature sensor shipped loose far field Installation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD, JOB NO DRAWN BY 5838 TYPE DATE OWG NOECP #1-2 DATE: 8/9/2018 DWG.#: 3508338 DRAWN BY: SCALE: 3/4" = 1'-0" MASTER DRAWING SHEET NO. 2 VERIFY ALL INTERIOR AND EXTERIOR DIMENSIONS AND ALLOW A MINIMUM 2" CLEAR (AIR) BETWEEN WALK-IN AND 4" INSULATION, AK-XPS4 HI -PERFORMANCE PANEL CORE EXISTING/PROJECTED STRUCTURES. COOLERS R-29, FREEZERS R-32 CORE FLAME SPREAD RATING OF 15 BE SURE THE LARGEST PANEL TO BE MANUFACTURED WILL BE HANDLED WITHOUT PROBLEM INSIDE YOUR ROOM SMOKE DEVELOPED OF 165 INSULATION WITH 50 YEAR R-VALUE WARRANTY 00 Ln 161" 00 55" 106" 6 /8„ w o _ x 1 46 1/8" 47 `� l o 1 m e Dace. O00 _ + a W C—D CD Q m C/_]� u z 0 O° w o N CO O _ OC"i 00 � w i 00 � m00 o 'o O Q o m 00 WU, � C� L 00 00 cry m x o o m 0) o� �-) Z o I , Q o m w o U I i C w �� Z N SECTIONAL VIEW z w00 Q o °o C1) 22 GA. STAINLESS STEEL �' o FOR 700 LB/SQ,FT UNIFORMLY DISTRIBUTED LOAD w � °� o (2) 4" INSULATED PANELS, �, J w r7 26 GA, STUCCO EMBOSSED ACRYLUME C2) C2) Q �' x z (3) NSF VINYL SCREED � U �r 7 Q U 0 00 I � J 00 o Cfl ; co Q FREEZER COOLER Jic E (1) (3) I 0 I i 00 O O L r LL LET047BE � D2 1-2 2-2 FREEZER � 91" HIGH r� � COOLER � �91" HIGH WITH FLOOR FL❑❑BLESS ADT070AE _ / NOTE: KITCHEN HOODS, HOOD EXHAUST FANS, EXH. ' iI� I DUCTWORK, HOOD MAKEUP AIR FAN AND HOOD MAKEUP AIR W DUCTWORK INSTALLED BY OTHERS. SHOWN FOR COORDINATION ONLY. HOOD ENGINEER IS RESPONSIBLE TO PAINT EXPOSED VERIFY ALL DUCT WORK SIZES AS NOTED ON MECHANICAL O ��EL +10'-9° A.F.F. EL +9'-0° A.FF. ; EL +10'-0" A F.F. STRUCTURE DRAWING TO OPERATE WITH EQUIPMENT AS SPECIFIED ON BOT OF EXPOSED NEW BULKHEAD �' \ 'F NEW DRYWALL CLNG. KITCHEN SHOP DRAWING. - -- — - - - -- - -- — STRUCTURE — — -- PROPOSE -- 140 - _ - - - 1.8 - - - ---- 200 - 220FANVA23 r I LOBBY ---- —VD -- T a I VD PROPf1ED s1 w ,A OAFE;B4"REA W L l a 22 I I 42X18LIM CRAG Ca F ftftft — - /� - —_; -- 18X18 20 1 s TAL AREAa2709 S ;' �S �i� r - EXHAUST LOFT 12�',I 3,336 CFM. \\ a � EE HOOD HOST 8X A 100 i i SHOP C 375 I y DRAWINGS \�e 0-,\A \ )r 22 2 12 �--\^� SEAT NGI ARdR `t '.._ri - " , I Sri' it - I \� V 100 140 - 180 22012 01 VD — _— m \ 21 \ — _ — —o- — ;r - - (0 2 N — L it � _ 1 i c, n I 00 10 42X18 FILTER ILL- 3 J V V \ 2X ` DA 4501pT i� �(— RAG R EL.+8' 'AF. 4\�, I{ O NEyWDRYWALL CLNGij -� _ J D T \ O �-1 w .. 41X10 ��; PROPOSED 120 8 a li SEATING AREA , _ J n VD t _ �\ 100 �,l R 7f A - 1 f ' MECHANICAL FLOORPLaR��\ y 01 SCALE. 0= 1'-0" Y >- 0 N I 00 E N N U 0 a C a a `o 0 I 0 O a rn W O T rn a a w z T z a Q a m 0 o, 0 - I to a a a U t U Q N r H OUTLINE OF ADJACENT TENANT WALL BELOW RTU#1 O/A - a 7.5 T O y 16 270 o ycFM j y 37.8 QN KSF-1 -� �A 18X18DN O 6RT0U#3 3 500 CFM - GOOSE_ NECK 14 3 5"16 no R%L o j y CFM M[? ED Go 2"C-03 2"CD 15 E :IO R K -1 )J EXISTING #2 RTU 18X16 ROOF 7.5 T F = ON STORM DRAIN co— t8 y aw U 60 DN 17 0 10.0 KEY NOTES O1 NEW ROOF TOP PACKAGE UNIT (RTU) AT ROOF. TIE DOWN SHALL BE MIAMI-DADE APPROVED. RTU TO BE MINIMUM 10' AWAY FROM ROOF EDGE OR 42" PARAPET SHALL BE USED. OOUTLINE OF RTU AT ROOF. ONEW WALL MOUNT PROGRAMMABLE THERMOSTAT AT 50" A.F.F. O1" DOOR UNDER CUT. TYPICAL. 5C FULL SIZE SUPPLY AIR/RETURN AIR PLENUM. OHVAC DUCTWORK TO BE FIBER GLASS, INSTALLED AS PER SMACNA STANDARDS WITH 1.5" THICK (R-6) INSULATION, UNLESS NOTED OTHERWISE. O7 CEILING MOUNT BATHROOM EXHAUST FAN INTERLOCK W/ AC UNITS & GRILLE W/BACKDRAFT DAMPER AS SIZED ON PLAN. OEXHAUST DUCT; AS SIZED ON PLAN TERMINATING WITH ROOF CAP. PROVIDE CORROSION RESISTANT SCREEN. OCOOKING LINE 9 VENTILATION HOOD. REFER TO HOOD SHOP DRAWINGS SPECIFICATIONS, MOUNTING INSTRUCTION, FAN SCHEDULES, ETC. FULL HOOD VENTILATION SHOP DRAWING SHALL BE PROVIDE BEFORE BIDDING AND BEFORE PERMIT. OWIC EVAPORATOR UNIT BY OTHERS. REFER TO KITCHEN DRAWING FOR SPECS 10 PRIOR TO INSTALLATION. TIE DOWN SHALL BE MIAMI-DADE APPROVED 11 INSULATED CONDENSATE PIPE (CPVC) DOWN TO 6" AFF AT FLOOR DRAIN. 12 SET REFRIGERANT LINES TO REMOTE COMPRESSORS AT ROOF. ARCHITECT TO COORDINATE POSSIBLE RAROUTE. 13 WIC STAND MOUNTED REMOTE COOLER CONDENSER UNIT (CU) BY OTHERS. CU TO BE MINIMUM 10 FT AWAY FROM ROOF EDGE OR 42" PARAPET SHALL BE USED. FOR SPECS. SEE MANUFACTURER CUT -SHEET- TIE DOWN SHALL BE MIAMI-DADE APPROVED. 14 REFRIGERANT LINES THRU WATER PROOF ROOF PENETRATION TO COMPRESSOR ON ROOF, PROVIDE PIPE SUPPORTS. 815 CONDENSATE PIPE ON ROOF TO STORM DRAIN. SHALL BE INSULATED MINIMUM 10 FT. PROVIDE PIPE SUPPORTS. 16 BUILT-IN RTU O/A INTAKE TO BE LOFT AWAY FROM ANY EXHAUST OR VENT AT ROOF. PROVIDE MOTORIZED DAMPER CLOSED WHEN SPACE IS NOT IN USED. 17 EXHAUST DUCT FROM BELOW TERMINATING WITH ROOF CAP. PROVIDE CORROSION RESISTANT SCREEN, 18 CURB MOUNTED KITCHEN HOOD EXHAUST FAN AT ROOF, BY OTHERS. REFER TO HOOD SHOP DRAWINGS FOR FAN SPECIFICATIONS, MOUNTING DETAILS AND FAN SCHEDULES. CONTRACTOR SHALL PROVIDE FULL HOOD VENTILATION SHOP DRAWING BEFORE BIDDING AND BEFORE PERMIT. 1g HOOD EXHAUST DUCTS SHALL BE AS PER "GREASE DUCT SPECIFICATION" ON HOOD SHOP DWG's: SINGLE WALL, FACTORY BUILT, GREASE DUCT FOR USED IN TYPE I KITCHEN HOODS & COMPLIED WITH REQUIREMENTS OF NFPA-96. . SIZE AND ROUTE COORDINATION AS PER HOOD SHOP DWG'S. 20 HOOD MAKE UP AIR UP TO ROOF TO CONNECTING W/ KSF. SIZE AND ROUTE COORDINATION BY OTHERS. 21 CURB MOUNTED KITCHEN HOOD MAKE UP AIR FAN AT ROOF, BY OTHERS. REFER TO HOOD SHOP DRAWINGS FOR FAN SPECIFICATIONS, MOUNTING DETAILS AND FAN SCHEDULES. CONTRACTOR SHALL PROVIDE FULL HOOD VENTILATION SHOP DRAWING BEFORE BIDDING AND BEFORE PERMIT. 22 DUCT MOUNT SMOKE DETECTOR WITH REMOTE AUDIBLE & VISUAL ALARMS. TYPICAL. 43 NEW SPIRAL ROUND DUCKWORK INTERIOR INSULATED R-6 AT ALL EXPOSED CEILING AREAS (DINING). 24 SET OF REFRIGERANT LINES (R/L) TO BE RUN FROM WIC EVAPORATOR UNIT TO NEW CONDENSER UNIT (CU). ARCH TO COORDINATE POSSIBLE R/L ROUTE. 25 KITCHEN HOOD SYSTEM AND THE FIRE SUPPRESSION SYSTEM BY OTHER. SHOP DRAWING BY VENDOR HOOD SHALL BE REQUIRED. 26 GREASE DUCT MUST BE INSTALLED WITH A SLOPE NOT LESS THAN ONE / FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%) TOWARD THE HOOD OR TOWARD THE RESERVOIR. 27 GREASE DUCT WITHOUT ENCLOSURE SHALL HAVE A CLEARANCE TO COMBUSTIBLE CONSTRUCTION OF NOT LESS THAN 18" AND NOT LESS THAN 3" TO NONCOMBUSTIBLE CONSTRUCTIONS. SCOPE OF WORK: KITCHEN NOTES: THE PRESSURE IN THE KITCHEN AREA NEW RESTAURANT IN EXISTING IS TO BE MAINTAINED NEGATIVE, BUT BUILDING VACANT SPACE. NOT EXCEED 0.02 INCHES OF WATER COLUMN. ENERGY CONSERVATION NOTES: ALL HVAC EQUIPMENT SHALL BE EQUIPPED WITH PROGRAMMABLE THERMOSTAT TO ALLOW SYSTEM SHUT DOWN AFTER HOURS OF OPERATION. ALL LIGHTING HAS AFTER HOURS SHUT DOWN. ALL AC EQUIPMENT PROVIDE WITH OUTSIDE AIR MOTORIZED DAMPERS TO SHUT DOWN WHEN SPACE IS NOT USED. THE FOLLOWING LIFE SAFETY FEATURES SHALL BE PROVIDED ATTHE TIME OF OCCUPANCY. IyS�Ci'blf%to�1��1( a�4lfMctNl ._40 � APPROVED MIAN111-DADE COUNT / FIRE DLPARTMENT s try ;. ��mrtlr ✓�// elh AALAWAA rL1 Fir't SLPPP,FuSiO'iVo VvAT .?,i; AL'J DATE: A7 8Y: JOB # -0909 A Rodriguez. P.E. Licee se Number90236 ■iiiiiiiiiiiiiiiiiiiienglneering inc V"" 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 EnAlreer.,g D�,gn Sig ture Phone > 305 444 9809 - tdedul, , > �1 / D � �p Fax > 305 444 9827 ' PLIMri,y -IF, Prot.cn ,, Date _ dd WWW.arDe-ena.com 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi tQtagdbi-oom websita: w Aagmlaml.o m corporate license AAC 002228 CopflOiNotice: Thasedrawinps,desipnsand ideeswetllepalpedyofThe Adillect Group,Ix. arb ae pokde l under the mpyNhI laws of FkrW. No partdrereof siwk be copied, or used in comechon wiN a ywork dher Man forthe spedfie p 4ed fir%t h play here been prepmed wftid wdden consent of The Architects Group, Inc. APPROVED MIAN111-DADE COUNT / FIRE DLPARTMENT s try ;. ��mrtlr ✓�// elh AALAWAA rL1 Fir't SLPPP,FuSiO'iVo VvAT .?,i; AL'J DATE: A7 8Y: JOB # -0909 A Rodriguez. P.E. Licee se Number90236 ■iiiiiiiiiiiiiiiiiiiienglneering inc V"" 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 EnAlreer.,g D�,gn Sig ture Phone > 305 444 9809 - tdedul, , > �1 / D � �p Fax > 305 444 9827 ' PLIMri,y -IF, Prot.cn ,, Date _ dd WWW.arDe-ena.com 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi tQtagdbi-oom websita: w Aagmlaml.o m corporate license AAC 002228 CopflOiNotice: Thasedrawinps,desipnsand ideeswetllepalpedyofThe Adillect Group,Ix. arb ae pokde l under the mpyNhI laws of FkrW. No partdrereof siwk be copied, or used in comechon wiN a ywork dher Man forthe spedfie p 4ed fir%t h play here been prepmed wftid wdden consent of The Architects Group, Inc. W Z. e s•e®ua • •ee•es 4• T a•sae• y e " •e•ee• a • • ee•e% .sese I—„••e�5, • as • • • m•••sa •••F • e• •sa•e s •liie• • • Q W � e•m • s •u•ae •. •••e h 7L W rn m• s s •uem• z w J Z � oQ se a U p� m Z_ W Z) U O 1 Q ^^ Q C L J_ W D M Z Q W Z LJ z- Lu 4 w u: ' ) ry rff . W z W W _ Ir ` a4 4 ? DATE: JOB NO. DRAW AR CHECKED:AR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: MECHANICAL FLOOR & ROOF PLAN SHEET NUMBER: . i rn 3 a c a a O O I 0 CD Q H In w 0' O In Q Q w z_ F- z a o' a a rn 0 rn CD I m n 01 1. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, THE LOCAL BUILDING CODE, NOISE & HEIGHT ORDINANCES, PLANS AND SPECIFICATIONS. 2. ALL MATERIALS SHALL BE NEW AND ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, PRODUCT APPROVAL, RULES AND ORDINANCES, ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION. 3. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING A COMPLETE OPERABLE MECHANICAL SYSTEM. 4. ALL LOUVERS, GRILLES, PIPING, ETC. SHALL BE PAINTED TO MATCH SURROUNDING COLOR AND TEXTURES AS REQUIRED BY ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT WITH BENJAMIN MOTOE EPDXY ENAMEL 182. 5. ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING, AND WALL OPENINGS SHALL BE BY THE GENERAL CONTRACTOR. 6. ALL OPENINGS IN BUILDING STRUCTURE FOR DUCTWORK PIPING ETC. TO BE 1/2" LARGER (ON ALL SIDES) THEN THE OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE RETARDANT SILICONE FOAM (I.E. CHASE -FOAM CTC PR-855 BY CHASE TECHNOLOGY CORP.)- 7. BUILDING HVAC CALCULATIONS ARE BASED ON THE FOLLOWING: A. INDOOR DESIGN: SUMMER 75 DDB/50% RH, WINTER 70 DDB. B. OUTDOOR DESIGN: SUMMER 95 DDB/79 DWB, WINTER 46 DDB. C. BUILDING CONDITIONS: GLASS U VALUE 1.30 GLASS S.C. 0.75 WALL U VALUE 0.2 ROOF U VALUE 0.05 8. ALL STORAGE ROOMS, TOILETS, ETC. , WILL HAVE UNDERCUT DOORS TO PROVIDE VENTILATION REQUIRED WHEN DOOR OR TRANSFER GRILLES ARE NOT SHOWN. IF APPLICABLE. 9. PROVIDE THERMOSTAT CONTROL OF ALL FANS THAT EXHAUST MECHANICAL AND ELECTRICAL ROOMS. IF APPLICABLE. 10. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT. 11, PROVIDE MAINTENANCE AND OPERATION MANUAL ON ALL MECHANICAL EQUIPMENT OR SYSTEMS. PROVIDE 5 SETS OF SUBMITTALS ON ALL HVAC EQUIPMENT. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. 12. HVAC CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, DUCTWORK, THERMOSTATS, AND ALL OTHER EQUIPMENT,PARTS AND LABOR UNDER THESE DRAWINGS AND SPECIFICATIONS FOR A PERIOD OF ONE (1) YEAR AFTER C.O. OF BUILDING. ANY REPAIRS REQUIRING SYSTEM SHUT DOWN WILL BE DONE DURING NON OPERATIONAL PERIODS. Q411���14iM!I�:li`ilill� 1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L LISTED WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO FUNCTION PROPERLY. 2. PROVIDE SMOKE DETECTORS WITH ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FAN AND AHD'-V4 SERVING A COMMON PLENUM OF 2000 UN OR ABOVE. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURE. COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHALL SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM, MECHANICAL NOTES SCALE: N.T.S. HVAC NOTES: 3. PROVIDE TYPE *8" FIRE DAMPERS IN ALL DUCTS OR OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS. TENANT SEPARATION, PARTITIONS, FLOORS OR ROOF SLABS AND AT FRESH AIR INTAKES (SEE ARCHITECTS PLANS FOR RATINGS). PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILINGS OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY AS SPECIFIED BY ARCHITECT. IF APPLICABLE. 4. PROVIDE BACK DRAFTS DAMPERS ON ALL EXHAUST FANS AND/OR IN -LINE FANS. 5. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS CALLED FOR IN THE SPECIFICATIONS. IF NOT SPECIFIED, AS RECOMMENDED BY MANUFACTURER FOR QUIET OPERATION (WITH 99% ISOLATION EFFICIENCY). 6. PROVIDE A MIN. OF 10' CLEARANCE BETWEEN O/A INTAKES AND VTR OR EXHAUST OPENINGS. 7. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER, ENGINEER AND ARCHITECT/INTERIOR DESIGNER BEFORE INSTALLATION. 8. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS PER MECHANICAL DRAWINGS. IF APPLICABLE. 9. MOUNT ALL ROOFTOP EQUIPMENT FOR WIND LOADS AND MOUNTING HEIGHTS AS REQUIRED BY LOCAL CODES. ALL CURBS SHALL EXTEND 8° MIN. ABOVE FINISHED ROOF. 10. PROVIDE STRANDED COPPER CONTROL WIRING. 11. ALL PIPING AND DUCTWORK SHALL BE SLEEVED THRU WALLS, BEAMS, SLABS, ETC, AS REQUIRED AND COORDINATED WITH THE STRUCTURAL ENGINEER. REWORK BAR JOIST CROSS BRACING AND PROVIDE NECESSARY TRANSITIONS AS REQUIRED FOR DUCTWORK INSTALLATION. 12. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 13. PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' CLEARANCE IN FRONT OF 480 VOLT PANEL PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 14. PROVIDE MOTOR STARTERS AS FOLLOWS (UNLESS OTHERWISE RECOMMENDED BY MOTOR / EQUIPMENT MANUFACTURER): A: PROVIDE OVERLOAD PROTECTION - 1 3 HP AND ABOVE ALL PHASES. 8: PROVIDE REDUCED VOLTAGE STARTING 25 HP AND ABOVE. ) C: PROVIDE ACROSS THE LINE VOLTAGE STARTING BELOW 25 HP. 15. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE ORDINANCES OR NOT EXCEED A NOISE LEVEL OF 65 DB AS MEASURED RADIALLY 30 FEET FROM THE EQUIPMENT IN ALL DIRECTIONS. 16. FOR ALL BELT DRIVEN AHU'S PROVIDE ONE SET OF ADJUSTABLE PULLEYS FOR PRELIMINARY BALANCE, AND REPLACE WITH FIXED PULLEYS AFTER FINAL FAN RPM BEEN SET. 17. VERIFY WITH ARCHITECT ALL LOCATIONS OF LOUVERS, GRILLES, SWITCHES, ACCESS PANELS ETC... BEFORE INSTALLATION. AIR DISTRIBUTION / DUCTWORK NOTES : 1. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPE. 2. PROVIDE OFF WHITE FINISH (SUBJECT TO ARCHITECTS APPROVAL). 3. USE SPIN IN COLLAR WITH VOLUME DAMPER AT TRUNK TO FLEX DUCT CONNECTION. (SEE DETAIL) 4. ALL DUCTWORK WHERE ALLOWED BY LOCAL CODES AND CEILING RATING SHALL BE AS FOLLOWS: A. SUPPLY AIR - RIGID FIBER GLASS DUCT BOARD 1-1/2' THICK (R-6) INSULATION. OPERATING STATIC PRESSURE f2 IN. WIS. (500 PA) Al. SUPPLY AIR - SPIRAL, 22 GA. GALV. METAL WITHOUT INSULATION OPERATING STATIC PRESSURE t2 IN. WIS. (500 PA) B. RETURN AIR - SAME AS SUPPLY AIR DUCT WORK. C. EXHAUST AIR - MINIMUM 30 GAGE, GALVANIZED METAL OR MINIMUM 26 GAGE ALUMINUM. D. OUT SIDE AIR - NOT LIGHTER THAN 30 GAGE, GALVANIZED METAL OR 26 GAGE MINIMUM ALUMINUM INSULATED (R-6). E. DRYER DUCTWORK: 26 GA. MIN. GALVINIZED STEEL, HAVING A SMOOTH INTERIOR SURFACE WITH JOINTS RUNNING IN THE DIRECTION OF AIRFLOW AND WITHOUT SHEET METAL SCREWS OR OTHER FASTNERS IN THE AIR STREAM. MAXIMUM LENGTH SHALL NOT EXCEED 25 FEET. WALL CAPS SHALL BE PROVIDED WITH BACKDRAFT DAMPER. NO SCREEN. IF APPLICABLE. 5. ALL DUCTWORK AND DIFFUSERS SHALL BE RATED FOR THE USE, PRESSURE AND TEMPERATURE SPECIFIED AND AS REQUIRED BY THE CEILING SYSTEM RATING. 6. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH 'SMACNA° STANDARDS AND LOCAL BUILDING CODES. 7. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 8. SEAL ALL DUCTS, JOINTS AND SEAMS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 9. PROVIDE ACCESS DOORS AS REQUIRED FOR ALL MECHANICAL EQUIPMENT TO SERVICE AND VISUALLY CHECK ROTATION OF FANS AND MOTORS, POSITION OF DAMPERS, REPLACE FIRE DAMPER LINKS, ADJUST OR REPLACE CONTROLS, ETC. 10. PROVIDE VANED ELBOWS IN ALL CASES, SPLITTER DAMPERS WHERE INDICATED ON DRAWINGS AND VOLUME CONTROL DAMPERS IN ALL BRANCH DUCTS OR DIFFUSER CONNECTIONS. 11. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE AS FOLLOWS: CEILING DIFFUSER: EQUIV. TO TITUS AS SPECIFIED IN AIR DISTRIBUTION SCHEDULE; RETURN REGISTER: EQUIV. TO TITUS AS SPECIFIED IN AIR DISTRIBUTION SCHEDULE (NEW AC DIFF/GRILLES SHALL MATCH EXISTING; IF APPLICABLE). 12. FILTERS SHALL BE IN PLACE DURING CONSTRUCTION. PROVIDE A NEW SET PRIOR TO TEST AND BALANCE AND A FINAL SET AT THE END OF ONE YEAR SERVICE PERIOD. IF APPLICABLE. 13. AIR QUALITY SHOULD BE TESTED BEFORE OCCUPANCY AND SHOULD BE INSTRUMENTED AND MONITORED THEREAFTER OR AT LEAST AT REGULAR INTERVALS 14. TEST AND ADJUST SUPPLY AND RETURN AIR TEMPERATURES TO BE WITHIN 5% OF DESIGN REQUIREMENTS. 15. INDEPENDENT CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL EQUIPMENT AIR DEVICES, EXTRACTORS, DAMPERS, AWS & FAN RATES, ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE PLANS OR SCHEDULES. PROVIDE T & 8 REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. PROVIDE FINAL BALANCING FOR ALL SYSTEMS TO SATISFACTION OF OWNER AND ENGINEER.T & B CONTRACTOR SHALL VISIT JOB SITE DURING CONSTRUCTION TO ENSURE THAT ALL DUCTS, DAMPERS, ETC. ARE INSTALLED FOR PROPER AND QUIET AIR DELIVERY. COORDINATION NOTES: 1. A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE HIS WORK FOR SIZE, LOCATION, CLEARANCE, ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE SHOP DRAWINGS TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DUCTWORK OR EQUIPMENT. SHOP DRAWING WILL INCLUDE BEAM OR STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS AREAS. 2. WALL, ROOF, AND CEILING OPENINGS INDICATED ON CONTRACTOR DRAWINGS ARE NOMINAL DIMENSIONS ONLY AND ALL DUCT, PIPE OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND FIRE RATED AS REQUIRED, ADJUST OPENINGS 3. COORDINATE LOCATION OF CEILING DIFFUSERS, GRILLES AND REGISTERS IN THE FIELD WITH LIGHTS, SPRINKLERS AND ARCHITECTURAL ELEMENTS. 4. COORDINATE LOCATION OF A/C UNITS, THERMOSTATS, FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCES OCCUR. 5. IN GENERAL, DUCT OFFSETS HAVE NOT BEEN SHOWN. A/C CONTRACTOR TO COORDINATE THESE AS REQUIRED. 6. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 7. THE CONTRACTOR MALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT. CONTROLS /EQUIPMENT SEQUENCE OF OPERATION: 1. ALL THERMOSTATS SHALL BE INSTALLED 42" TO 55" A.F.F. VERIFY EXACT LOCATION WITH ARCHITECT / INTERIOR DESIGNER. 2. UPON DETECTION OF SMOKE. SMOKE DETECTORS SHALL SHUT DOWN REQUIRED ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. GENERAL KITCHEN EXHAUST HOOD AND O.A. SUPPLY NOTES 1. KITCHEN EXHAUST HOOD SHALL BE PROVIDED WITH ANSUL WET CHEMICAL TYPE B. NORMAL OPERATION: THE SUPPLY AND EXHAUST FANS ARE FIRE EXTINGUISHER SYSTEM BY HOOD SUPPLIER. SYSTEM SHALL BE INTERLOCKED TO OPERATE TOGETHER. WHEN THE SYSTEM IS TURNED INSTALLED IN ACCORDANCE WITH THE SYSTEM DESIGN MANUALS FOR THE OFF A DUCT SENSOR SHALL OVERRIDE THE SWATCH AND CONTINUE TO COOKING EQUIPMENT LISTED. REFER TO EXHAUST HOOD DWGS FOR DETAILS. OPERATE THE SYSTEM UNTIL THE EXHAUST DUCT TEMPERATURE DROPS 2. DUCTWORK: BELOW 130 F. - HOOD EXHAUST TO BE 16 GA. GALVANIZED STEEL, CONSTRUCTION ALL 11. ALL KITCHEN EXHAUST FANS SHALL BE UPBLAST U.L 762 AND NFPA 96 CONTINUOUS LIQUID TIGHT EXTERNAL WELDS. GREASE DUCT TO BE FIRE WRAPPED IN CONSTRUCTION. UTILITY SETS SHALL BE RATED FOR 300 F WITH SPARK FASTWRAP+CERAMIC DUCT WRAP (ASTM2336) TO PROTECT COMBUSTIBLES FROM DUCT. (TYP ALL KITCHEN GREASE DUCTS.) PROOF CONSTRUCTION WHERE ALLOWED BY LOCAL CODES. - HOOD MAKE-UP AIR DUCT 24 GA. GALVANIZED SHEET METAL. HANGING AND 12. ALL CONTROLS PROVIDED AND INSTALLED BY A/C CONTRACTOR. REINFORCING PER SMACNA STANDARDS. - ALL A/C DUCTWORK IN KITCHEN AREAS -FIBERGLASS DUCTSOARD 1.5-THICK 13. STARTER PROVIDED BY A/C CONTRACTOR INSTALLED BY ELECTRICAL (R-6), UNLESS NOTE OTHERWISE. CONTRACTOR. ALL EXTERNAL WIRING BY ELECTRICAL CONTRACTOR. 3. MOUNT EXHAUST FAN ON 18 GA. GALVANIZED WELDED CURB MIN. 40" ABOVE 14. EXHAUST HOOD, FANS AND FIRE EXTINGUISHING SYSTEM SHALL BE ROOF, TIED DOWN IN ACCORDANCE WITH LOCAL CODES. PROVIDE GREASE INSTALLED IN COMPLIANCE WITH N.F.P.A.96, AND LOCAL BUILDING TROUGH NTH FAN. DEPARTMENT REQUIREMENTS. ALL DETAILS AND DIAGRAMS SHOWN ARE TYPICAL AND MAY REQUIRE MODIFICATIONS AS REQUIRED BY LOCAL 4. HOOD SHALL BE MIN. 18 GA. STAINLESS STEEL ALL BUILDING ORDINANCES OR MANUFACTURERS. WELDED CONSTRUCTION AS PER N.F.P.A. 96. WITH REMOVABLE GREASE TROUGH. 15. PROVIDE SHOP DRAWINGS OF HOOD ,FIRE EXTINGUISHING SYSTEM AND CONTROL SYSTEM. (SUPRESSION SYSTEM SHALL BE TIED TO BUILDING 5. HOOD TYPE 1 FILTERS TO BE LISTED AND IN CONFORMANCE WITH THE FIRE ALARM SYSTEM) REQUIREMENTS OF UL 1042 AND FMC 507.11.1. 6. HOOD SHALL HAVE MIN. 6" OVERHANG (SIDES) AND MIN. 12" OVERHANG IN 16. IT IS NECESSARY THAT ALL PIPE FITTINGS & NOZZLES BE WRENCH FRONT OR BEYOND EQUIPMENT DOORS IN OPEN POSITION TIGHTENED, SECURELY SUPPORTED AND THAT ALL NOZZLES ARE PROPERLY AIMED AS INDICATED IN THE FIRE EXT. SYSTEM MANUALS. 7. ALL EXHAUST SYSTEM ELBOWS, IF ALLOWED BY BUILDING STRUCTURE, SHALL BE 1.5 RADIUS ELBOWS. 17 THIS INSTALLATION IS TO BE INSTALLED, INSPECTED, PUT INTO OPERATION, & CERTIFIED INCLUDfNG ALL PIPING, CONDUIT, 8- ALL SUPPLY SYSTEM ELBOWS SHALL HAVE TURNING VANES OR 1.5 RADIUS FITTINGS, WIRE ROPE FOR THE DETECTORS, MANUAL PULL STATION & ELBOWS. MECHANICAL GAS VALVE BY THE CHEMICAL FIRE EXTINGUISHING SYSTEM SUPPLIER. 9. PROVIDE SWITCH WITH PILOT LIGHTS FOR SUPPLY AND EXHAUST FANS. 10. 18. ALL PIPING, CONDUIT, FITTINGS, NOZZLES, ETC.THAT ARE UNDER THE PROVIDE INTERLOCK BETWEEN GAS SYSTEM, ELECTRIC SYSTEM, FIRE HOOD, EXPOSED TO CUSTOMER PUBLIC VIEWING SHALL BE CHROME PLATED SUPPRESSION SYSTEM AND THE AIR SUPPLY AND EXHAUST SYSTEM TO OR COVERED WITH CHROME SLEEVES. PROVIDE THE FOLLOWING OPERATION: A. IF THE SUPPRESSION SYSTEM IS ACTIVATED THE GAS SUPPLY AND 19. VERIFY WITH HOOD SUPPLIER THE CFM AND STATIC PRESSURE LOSS OF ELECTRIC SUPPLY TO THE EQUIPMENT IS TURNED OFF. THE SUPPLY HOOD EXHAUST AND SUPPLY SYSTEM BEFORE PURCHASE OF FANS OR FAN SHALL BE TURNED OFF AND THE EXHAUST FAN SHALL CONTINUE FABRICATION OF DUCT, NOTIFY ENGINEER OF ANY CHANGES. TO RUN. 20. GREASE DUCT SYSTEM SERVING TYPE I HOOD SHALL BE DESIGNED AND INSTALLED SO AS TO PROVIDE AN AIR VELOCITY WITHIN THE DUCT SYSTEM OF NOT LESS THAN 500 FPM, AS PER FBC. MECHANICAL 506.3.4. DO NOT INSTALL FIRE SUPPRESSION SYSTEM PER THIS DRAWINGI BEFORE IN$_T TIn Fire suppression system contractor's Working Plans shall be submitted for permit approval to Mlaml-Dade County Fire Department APPROVAL FOR BUILDING PERMIT ONLY1 A71AMI-I)ADE FIOUNT`i FIRE DEPARTMENT 8i-pG. Pawr� �: _--- 4IRIALAmm -11 FIRESL'r'PRL5SIJP{( 1117 I i■�engineering Inc 2020 Ponce De Leon Blvd , Suite 1002 Coral Gables. Florida 33134 Phone > 305 444 9809 - rae.:harezi - Ec::b'<al Fax > 305 444 9827 Fre Pm1PG,M www.arpe-enq.com JOB# Am is Rodriguez, P.E. Lip rse Number 60235 C A 23-F, Date - 1 (0`f The Archilecls Group 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbrQtagdbi.c m webelte: w Aagmiaml.00m corporate license AAC 002228 Copyright Notice: These drawings, designs and Ideas are the property of The Architects Group, Inc. and are protected under the mpynght laws of Florida, No part thereof shall be copied, or used in camedion with any work other than for the speck Project for which they have been prepared widroW written consent of The Architects Group, Inc. W _Z- . a Z. .. . Q k1.G. LOO • LL rN� a a w J 1J 0 r, V _Z W X W W � U O I /'� Q �L1/� vJ MD I- W Z i- Z Z D J Z 7 G\1 0, I- < i2' 2, QL v I- (n U 0 ,- w W z- 0 0 r -= DATE: JOB NO: DRAWN: AR CHECKED: AP. REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: MECHANICAL NOTES SHEET NUMBER: M2.0? 3 a d `0 0 0 (9 (n w 01 w z r z ¢ rn 0 rn 0 I m a 01 PACKAGED ROOFTOP AIR CONDITIONING EQUIPMENT SCHEDULE CARRIER HIGH EFF. CFM HEATER INDOOR FAN COMPRESSOR COND. FAN TOTAL MAX ELECTRICAL CAPACITY SEER / MARK MODEL EER ITIZE WT REF TYPE TOTAL OA KW STEP ESP HP FLA NO. RLA LRA NO. FLA/HP MCA FUSE T.MBH S.MBH TONS Db/Wb Ambient RTU NUMBER VOLTS-PH-HZ (H XW X L) LBS CHARGE LEIS SERVICE #i do /2 50HCE08-5 3000 500 7.8 1 1.0 24 6.9 EACH 83.0 EACH 2 1.5-1/4 41 50 208-3-60 93.3 722 7.5 80/67 95 --/ 50 X 60 X 88 1060 R-410A DINING SCROLL13.6 12.2 13 50HCE07-5 2400 270 7,8 1 1.0 2.4 8.4 136.0 2 1.5-1/4 38 50 208-3-60 75.2 56.9 6.0 80/67 95 42 X 60 X 88 915 R-410A KITCHEN SCROLL19,6 12.2 ROOFTOP AC NOTES: 1. OUTSIDE AIR DESIGN CONDITIONS: 92.3'FDB - 46.6TDB. 4. PROVIDE 14' FACTORY FABRICATED ROOFCURB WITH PROPER VIBRATION 4. FACTORY CONDENSER COIL PRE -COAT FOR CORROSION RESISTANCE B. PROVIDE FLOAT SWITCH IN CONDENSATE DRAIN 2. PROVIDE A/C UNITS WITH HEATING AND COOLING THERMOSTAT WITH ISOLATORS. 5. PROVIDE OVERFLOW DISCONNECT SWITCH ON CONDENSATE DRAIN. WIRED TO SHUT DOWN AC UNIT IN CASE OF ON -OFF SWITCH SUB -BASE. 5. PROVIDE SINGLE POINT KIT FOR ELECTRICAL HOOK-UP. 6. AVAILABLE WITH FACTORY -INSTALLED, DUAL -CONTROL CONDENSATE STOPPAGE. AS PER FBC 307.2.3. 3. PROVIDE 2-POSITION MOTORIZED OUTSIDE AIR INTAKE DAMPER WITH RETARDANT ARMAFLEX. "HUMIDIMIZER". SENS OR OPTIONS L. WMS AND RAINHOOD. 6. PROVIDE DISCONNECT SWITCH WITH ALL ROOFTOP PACKAGE UNITS. 7. PROVIDE HUMIDITY SENSOR AND CONTROL 9 PROVIDE DUAL STAGE MODEL EXHAUST FAN SCHEDULE MARK SERVICE TYPE I CFM ZONES STATIC ELECTRICAL AMPS. WA RPM UNIT SIZE MODEL INTERLOCK WITH EF-1 RESTROOM CEILING 1 70 0.8 .125' 115/1/60 0.27 1 20.2 850 12X14X11 12 GREENHECK SP-A90 WALL SWITCH NOTES : 1. ALL FANS WITH BACKDRAFT DAMPER. 2. ALL FANS PROVIDE WITH SPEED CONTROLER. MECHANICAL SCHEDULES SCALE: N.T.S. BUILDING AIR BALANCE CALCULATION KITCHEN EQUIPMENT SUPPLY EXHAUST KITCHEN TYPE I HOOD #1 1 2,669 CFM 3,336 CFM AC OUTSIDE AIR TOTAL 270 CFM 2,939 CFM 3,336 CFM KITCHEN MAINTAINS NEGATIVE PRESSURE-397CFM BUILDING EQUIPMENT SUPPLY EXHAUST KITCHEN HOODS #1 & #2 2,669 CFM 3,336 CFM RESTROOMS -- 140 CFM TOTAL AC OUTSIDE AIR 1,270 CFM -- TOTAL 3,939 CFM 3,476 CFM BUILDING MAINTAINS POSITIVE PRESSURE +463 CFM AIR DISTRIBUTION SCHEDULE SYMBOL USE TYPE ACCESORIES DESIGN MANUFACTURER At MODEL Mo. OA SUPPLY AIR CEILING DIFFUSER O.B.D. TITUS TMR-AA SURFACE MOUNT ROUND �B SUPPLY AIR CEILING DIFFUSER O.B.D. TITUS TMS-AA SURFACE MOUNT SQUARE C SUPPLY AIR CEILING DIFFUSER O.B.D. TITUS 250-AA ADJUSTABLE RETURN AIR/ CEILING/WALL O.B.D. TITUS 350 FL TRANSFER RETURN/EXH. NOTE: 1. ALL AIR DISTRIBUTION DEVICES SHALL BE ALL ALUMINUM CONSTRUCTION. 2. COORDINATE COLOR FINISH MATH ARCHITECT, WHITE BAKED ENAMEL STANDARD. 3. ARROWS INDICATE DIRECTION OF AIR DISTRIBUTION. 4. PROVIDE SELECTION BASED ON A MAXIMUM RADIATED NOISE OF NC-22 MAXIMUM. IAQ - VENTILATION DESIGN CRITERIA VENTILATION VENTILATION VENTILATION VENTILATION EXHAUST EXHAUST AC SERVING OCCUPANCY RATE RATE REQUIRED PROVIDED AIRFLOW RATE REQUIRED UNIT AREA / AREA CFM/SQFT CFM/PERSON CFM CFM CFM/SQFT CFM NEW RTU#1&2 DINING 9OP/1750SF 0.18 7.5 990 1,000 (500 EACH) NEW RTU#2 KITCHEN 6P/650SF -- -- -- 270 0.7 455 NOTES: 1. DESIGN BASED ON THE VENTILATION RATE PROCEDURE PER F.B.C.MECH. (TABLE 403.3). 2. THE DESIGN WILL NEED TO BE RE-EVALUATED IF, AT A LATER TIME, CHANGES OCCUR IN THE USAGE OF THE SPACE, OR IF UNUSUALLY STRONG SOURCES OF SPECIFIC CONTAMINANTS ARE INTRODUCED INTO THE SPACE. HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR X - FIRE DAMPER(S) - X SMOKE DAMPER(S) - X FIRE RATED ENCLOSURE - X FIRE RATED ROOF/ FLOOR CEILING ASSEMBLY - X FIRE STOPPING - X SMOKE CONTROL - X IHVAC SYMBOL LEGEND SYMBOL I DESCRIPTION ® SUPPLY DUCT RETURN/EXHAUST DUCT V�4W1J1Al� FLEXIBLE DUCT ELBOW W/ TURNING VALVES REF. S&R REFRIGERANT SUCTION & LIQUID LINES _CD- CONDENSATE LINE �\ EF-I CEILING EXHAUST FAN #: CFM EXHAUST REGISTER OT COOLING/HEATING THERMOSTAT DUCT MOUNT SMOKE DETECTOR SD WITH REMOTE AUDIBLE & VISUAL ALARMS. X: AIR DEVICE TYPE OAXB Al AXB: SIZE #: CFM SA SUPPLY AIR RA RETURN AIR CFM CUBIC FEET PER MINUTE AHU AIR HANDLER UNIT CU CONDENSER UNIT RTU ROOF TOP PACKAGE UNIT VD VOLUME DAMPER MOT MOTORIZED DAMPER ■engineering Inc 2020 Ponce De Leon Blvd SuRe 1002 Coral Gables. Florida 33134 lnu,n�rfng Design_ Phone > 305 444 9809 > Mcrnanica! > Ee-t M Fax > 305 444 9827 � Fire Prated JOB# /98-090G Am r.lis Rodriguez, P. . ense Nurnber6023 a nature Date / < The Architects Group s 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbiOltagdbi_com website: w Aagmiaml.com corporate license AAC 002228 Como NDlim These Iinef(np3, desg!s and sae the peak of The Ald!decb Gup, Inc. and are p ohiclid under Ithe copydptd laws of Fbida. No patthered shell be copied, or used In oonne*n wlh my work otter Ow fettle ape* Koo for which they him been prepenad without written consent of The Architects Group, Inc. W . Z a s • i •a••ee 4 z ••fire •r o a••e• QCf aJ•e - I >l= °. 1(..1Li nUj ... Q Z m z z- w {� J � � U s V Z U) W F_ Q ~ W � U I Q 0 0- U) D m Z � Q Z Z tea/ I..L zz > n ¢w r C• H i- U) ry = LijW rr Z O < 4 0 DATE: JOB NO: DRAWN: AR CHECKED:AR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: MECHANICAL SCHEDULES SHEET NUMBER: e% i = 3 to y-.' P6 d 3 eo u•••c ••a•a� • . 00 N rp I m O cv co N U 0 3 a C a a 0 0 I O CD < r, !n w a, O _Q I - a w z z a a a on O O on n a 0 0 U N U Q m ROOF TOP UNIT DISCONNECT SWITCH CONDENSATE DRAIN TO NEW DRYWELL OR CATCH BASIN R/A DUCTWORK S/A DUCTWORK 14" SHIM CURB AS REQ'D TO LEVEL UNIT CURB WIDTH ROOF OPENING CONTROL CIRCUIT TO THERMOSTAT POWER CIRCUIT TO SERVING PANEL NOTES I. DUCT TRANSITION FROM RTU TO DUCT SIZE SHOWN ON MECH. FLOOR PLAN SHALL BE MADE BETWEEN RTU & TOP OF ROOF WITHIN CURB. 2. SIZE OF OPENING IN ROOF DECK TO BE AS SMALL AS POSSIBLE. COORDINATE W/STRUCT. DWGS (6" MIN. LARGER THAN DUCT SIZE SHOWN) 3. INSTALL PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION MANUAL. 4, ALL WIRING BY ELECTRICAL CONTRACTOR. CONNECTIONS TO RTU N.T.S. ROOF TOP UNIT SECURE UNIT TO CURB TO WITHSTAND 175 MPH OUTSIDE AIR H00 WINDS. SEE STRUCTURAL DRAWINGS FOR FURTHER WITH DAMPER. DETAILS. r � CANT. STRIP - SUPPLY 1-1/2" PVC SCH. 40 SLEEVE (TYP.) - REFRIGERANT PIPES SCREEN GALV. STEEL 16 SUPER STRUT - 8" MIN. FULL UNIT SUPPORT CURB. WELD TO STEEL CURB SUPPORT FRAME PROVIDED BY STEEL FABRICATORS. COORDINATE SIZE AND LOCATION. ROOF & INSULATION METAL V V CONTRACTOR TO STENCIL CONTINUE ROOF "RTU-#" ON SIDE OF ROOF INSULATION & TOP UNIT AND ON METAL DECK ACCOMPANYING DISCONNECT INSIDE UNIT SWITCH WITH WEATHERPROOF, CURB. BLACK PAINT. ROOF TOP UNIT DUCT DETAIL N.T.S. ATTACH TO SLAB, STEEL OR WOOD BY AN APPROVED METHOD VIBRATION HANGER SPRING TYPE WMEOPRENE ISOLATOR 3/8" THREADED RODS WHITE CEILING NOTES: GRILLE 1.- PROVIDE BACKDRAFT DAMPER W/ BIRDSCREEN \ 2.- FLASH & SEAL WALL AND ROOF CAP 3.- PROVIDE INTERNAL ISOLATION AND SOUND INSULATION 4.- SUPPORT FAN FROM STRUCTURE CABINET EXHAUST FAN DETAIL 6" TOILET EXHAUST DUCT (SHEETMETAL, THERMOFIN) N.T.S. RELIEF PIPE GRADE 0 e o 0 12" DIAMETER CONCRETE a e PERFORATED AL DRAINAGE e c c OR CLAY PIPE WITHOUT COVER FILLED WITH e 3/4' CRUSHED ROCK o e o 12' o e o ewe 0 e e 0 e o e DRY WELL DETAIL N.T S. 01 MECHANICAL DETAILS I SCALE: N.T.S. 6' 2' CONDENSATE DRAIN LINE FROM BUILDING SEE PLAN JOISTS PIPE SUPPORT REFRIGERANT PIPING COWL DETAIL N.T.S. HANGING HANG ALL DUCT PER SMACNA STANDARDS CHANNEL STRAP & SADDLE GALVANIZED SHEET METAL COWL FILL WITH FOAM INSULATION (TYP.) TYPICAL SUPPORT BETWEEN FLOORS AT 8'-0" O/C VERTICALLY 12" ROOF CURB ROOFING - REFRIGERANT PIPE CHASE IN PARTITION SECURE WIRE 10"2 MAX. \ / (TypJ A/C Unit RAL, SECTION /\ e (TypJ PROVIDE 6-20 GA.- L S T A 9 / I \ / HURRICANE STRAPS PER A/C UNIT. BY SIMPSOR / A) 2-3/8" X 3/4- LONG A307 STEEL GALV. BOLTS AND NUTS FASTENED TO WEB OF ALUMINUM STAND RAIL B.) 3-5/8" /10 TEK SCREWS TO ALUMINUM\ STAND RAIL C.) USE 1/0- FILLET WELD ALL AROUND EACH STRAP u PAD (TYP.) BY A/C CONTRACTOR / o EXAMPLES RUBBER VIBRATION PAD (RP. 3/4" - YXfl RP. 3J8' 2" - X2") I i / S •4, / 0 o I 1/4' X 0 NICKEL PLATED THUMBSCREW 3' X 3' X 1/8' 20 TURNS MIN. TORQUE FOR THUMBSCREW 20 F TO RESIST HORIZONTAL WIND LOADD OOF 1050.0 A9/ 4 DIAMETER GALVANIZED SO_T & NUT, 4- LONG 10 1/2" X 2 1/2- X 1/8' 3' X 3" X 1/8' WALL ° o ° TYPICAL FILLET WELD. 8" X 8" x SEE DaRNE3[8'_ DETAIL BELOW. ROOF MOUNTED EQUIPMENT HEIGHT REQUIREME141 NOTE S: WIDTH OF EQUIPMENT HEIGHT OF LEGS 1.1 ALL CONSTRUCTION TO MEET ALUMINUM ASSOCIATION SPECS. 2. SUPPORT FRAMING & ANCHORAGE COMPLY WITH STRUCTURAL REQUIREMENTS OF F.B.C. /ASCE. LATEST VERSION (175 MPH.) COASTAL EXPOSURE -D", DADE COUNTY APPROVAL UP TO 24" 14" NOA APPROVAL: DRAWING /15-2476 ENDENCENCE SUBMITTED APPROVAL 15-0902.05. 250 TO 36• 16• 3.) SUPPORT FRAME 6061-76 ALUMINUM ALLOY, WELDED OTHER THAN SHOWN. 4.) VIBRATION INSULATOR PADS SHALL BE PROVIDED BY THE A/C CONTRACTOR SO AS NOT 37" TO 46" 2e TO CAUSE VIBRATION TO EXISTING SUB- STRUCTURE 49• TO 60" 30• 5.) ALL ROOF TOP EQUIPMENT SHALL COMPLY NTH 1.15 IMPORTANCE FACTOR ON STRUCTURAL DESIGN CALCULATION AS PER FBC 4219.1 61" AND WIDER 48" : NOTE: LOCATE EQUIPMENT A MINIMUM DISTANCE OF 24" FROM PARAPET WALL OR OTHER PERMANENT STRUCTURES TYPICAL CONNECTION TO CONCRETE BASE PLATE p4EDGE DISTANCE 4 EACH v 2-3/8' HILTI -KWIK- •N BOLTS I CONCRETE BEAM W/ 2-1/2" MINIMUM EMBEDMENT (BY OTHERS) (TYPICAL EACH BASE PLATE) BABE PLATE DIETAL 4" 0 0 0 r Tw. TYPICAL CONNECTION TO STEEL JOIST CUT AWAY METAL Do( PLATE TO BEAR DIRECTLY // `\ ON JOIST TOP CHORD OPTIONAL 4-3/e" A325 J `4 H£11 MODEL ALL -THREAD RODS W/1/2' •EDS22PI10 X 3/4' LG. WASHER AND NUT ON TOP POWER DRIVEN FASTENERS-', MO BOTTOM. (TYP. EACH BASE PLATE) SPAN 1 /3" ADD WEB MEMBER WHEN STAND LEG IS NOTES: IN TENTER 1/3 OF SPAN 1.) FRAME WITH STANDS WIND PRESSURE AS PER F.B.C.C.1 LATEST EDITION, ASCE LATEST VERSION (175 MPH), DADE CITY PRODUCT APPROVAL EXPOSURE D,COSTAL ZONE. 2.) MAXIMUM HEIGHT ABOVE GROUND OF FRAME SHALL NOT EXCEED 120' FEET. 1)IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ADEQUATE ANCHORAGE AS SHOWN ON THIS PLAN. BASE PLATE ASSEMBLY SHALL BE ENCASED WITHIN ROOFING MATERIAL 4.) 6061-T6 ALLOY IS AN EXTERIOR EXPOSURE ALUMINUM. 5.) A/C CONTRACTOR SHALL PROVIDE CORROSION RESISTANT ISOLATION PADS AT BOTTOM OF BASE PLATES WHEN BEARING ON CONCRETE AND STEEL STRUCTURES. 6.) FRAME SHALL BE ALUMINUM ALLOY 6061- T6. 7.) YIELD STRENGTHS SHALL BE 35 KSI AND CONFORM TO THE AMERICAN ALUMINUM ASSOCIATION STANDARDS. 8.) WELD FILLER SHALL BE ALUMINUM ALLOY 5556 NTH TENSILE STRENGTH OF 30 KS1. 9.) CONNECTION CONDITIONS THAT DIFFER FROM THOSE ABOVE SHALL BE DESIGNED BY THE ENGINEER OF RECORD. FASTENERS USED OTHER THAN SHOWN, SUBJECT TO APPROVAL BY ENGINEER OF RECORD. ••• OR EQUIVALENT CONDENSING UNIT MOUNTING DETAIL N.T.S. MIN. 1-1/2" WIDE 26 GAUGE SUPPORT FROM GALV. STEEL STRAP HANGER AS UNDERSIDE OF PER SMACNA FIG. 3-10 (5'-0" STRUCTURE. O.C.) AIR DUCT (SEE PLAN VIEW) LOW FRICTION LOSS BRANCH TAKE -OFF FITTING METAL ROUND FITTING QUADRANT OPERATOR TO BE OUTSIDE INSULATION PROVIDE INSULATION GUARD WHERE NECESSARY AIR FLOW� SEAL JOINT W/ SPIN TAP FITTING DUCT SEALER AND TAPE AIR FLOW INSULATE TOP F DIFFUSER. METAL ROUND SCOOP FITTING BAND OF SAME SIZE AS HANGER STRAP INSULATED FLEX. DUCT SEAL JOINT WITH DUCT TAPE DIFFUSER W/ OPPOSED BLADE DAMPER ADAPTOR ROUND TO SQUARE IF REQUIRED NOTE: 1. FLEXIBLE DUCT INSTALLATION SHALL MEET FBC. MECH. 603.5.6.6 FLEXIBLE DUCT CONNECTION DETAIL N.T.S. PITCH DOWN TOWARD DRAII CLEAN OUT PERFORATED CAP 18" MIN MIN 3" MIN TYPICAL CONDENSATE DRAIN TRAP N.T.S. Bend cr Other Obstruction I 6 Duct i - Widths -. I i Minimum .6 CLEAN OUT DRAIN PAN DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN TRAP PIPE A/C CAPACITY DIAMETER 3/4"0 UP TO 2 TONS 1 UP TO 5 TONS 1-1/4"0 MORE THAN 5 TONS {pl STOPPER AIR FLOW �^+� FOR THIS LLUSTRATION INTAKE SAMPLING TUBE\ EXHAUST \ TUBE SET SCREW DUCT MOUNTING 8 SCREWS d HOP OF DUCT HOUSDVG DUCT SMOKE DETECTOR LOCATION REQUIREMENTS: TO PREVENT FALSE ALARMS THE DETECTORS SHOULD NOT BE MOUNTED IN AREAS OF EXTREME HIGH OR LOW TEMPERTURES, IN AREAS WHERE HIGH HUMIDITY EXIST, OR IN AREAS WHERE DUCT AIR MAY CONTAIN GASES OR EXCESS DUST. THE DUCT DETECTOR SHOULD, WHEN POSSIBLE, BE LOCATED A MINIMUM OF SIX DUCT WIDTHS DOWNSTREAM FROM A SOURCE OF TURBULENCE (BENDS, INLETS, OR DEFLECTION PLATES). AT THESE LOCATIONS, AIR FLOW IS LESS TURBULENT AND THE AIR/SMOKE MIXTURE SHOULD BE MORE HOMOGENOUS. REFER TO NFPA 90A, 72, AND 101 FOR MORE INFORMATION DUCT DETECTOR UPON INITIATION, SHALL SEND A SUPERVISORY SIGNAL TO THE BUILDING FIRE ALARM SYSTEM. i MAIN DUCT SPUTTER DAMPER ILI CLINCH EDGES BRANCH DUCT v/ ko \ OF SPACER REQ'D ON INSULATED DUCT -SET SCREW V. STEEL ROD TYPICAL DUCT TAP -OFF NOT TO SCALE CORNER ANGLE-- ELBOW TURNING VANES HVAC DUCT DETAILS NTS STRAP HANGERS TRAPEZE HANGERS STRAP OR I. 1 -4ANGLE ANGER ROD STRAPS 60" MAX UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM 1" REINFORCEMENT Ca2EWS SCREWS MAY BE SIZE BOLT(S) FOR LOAD OMITTED IF HANGER LOOPS TABLE 4-1 RECTANGULAR DUCT HANGERS MINIMUM SIZE MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT HALF OF 10 FT SPACING 8 FT SPACING 5 FT SPACING 4 FT SPACING DUCT WIRE/ WARE/ WIRE/ WARE/ PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD = 30" 1"x22 GA. 10 GA. 1"x22 GA. 10 GA. 1"x22 GA. 12 GA 1"x22 GA. 12 GA. 2 (.135") (,135") (J06") (.106-) = 72" i"x18 GA. 3/8" 1"x20 GA. 1/4' 1"x22 GA. 1/4" 1"x22 GA. 1/4' 2 = 96" 1"06 GA. 3/8" 1"xl8 GA. 3/8" 1"x20 GA. 3/8" 1"x22 GA. 1/4" 2 2 - 120" 1.5"x16 GA. 1/2" 1"xl6 GA. 3/8" 1"x18 GA. 3/8' 1"x20 GA. 1/4" 2 = 168' 1.5"xl6 GA. 1/2" 1.5"06 GA. 1/2" 1"xl6 GA. 1/2" 1"x18 GA. 3/8" 2 = 192" - 1/2' 1.5'xi6 GA. 1/2" 1'x16 GA 1/2' 1"x16 GA. 3/8" 2 = 193" UP SPECIAL ANALYSIS REQUIRED SELF F BASE ATTACH TO CAP AS PER SMACNA TABLE 4-1 & FIG. 4-4 ROOF CAP DETAIL N.T.S. INSECT SCREEN JOB 18-0909 (Arflis Rodriquez.P.E. Number601236 ■engineering inc 2020 Ponce Oe Leon Blvd., Suite 1002 Coral Gables. Florida 33134 Empneenr:e Li n Se Phone > 305 444 9809 > loechaMm > Electrr l /O • \ � Fa;. > 305 444 9827 ' Plumbing > =ire Prot�f= Date ` %dJ 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbiQtagdbi-c m webslte: w Aagmlaml.o m corporate license AAC 002228 Cogdgtd Nice: Them drmngs, designs and ideas are the properly of TheAldthecls Gawp, to- ad are protected under the copyright laws of FIW& No pwl Owed shWI be copied, or used in connection wt any workofher than fa the speak project forwNch they h we been prepared without written consent of The Architects Group, Inc. W s z o •••s• 2 ...••e ••e• •• ••cow,• • •e ••ee•• s Z cop • a•••• my me J <fw- •� t1-r1 z� z J 4 < U -- C� Z W�r^ X W W ®Q U 00 Z Z Z I- o� Zw tl F- Q > rr S I,J �N V A. w W O 9 �a a N o < DATE: JOB NO: DRAWN: AR CHECKED: AR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: MECHANICAL DETAILS I SHEET NUMBER, .3 n,^ W Metz 1z 3 M EE 3 a c a a C 0 I 0 Q Ln LI tY 0 Q a w z_ z a a m 0 m 0 m a 01 MECHANICAL DETAILS II SCALE: N.T.S. PIPE SUPPORT �-ZX2"X`1/4" L FLASHING AS REQUIRED FOR ROOF SYSTEM PITCH PAN WITH PITCH (ROOF TIED DOWN SHALL WITHSTAND 170 MPH z N SUPPORT 3/8" BOLTED CONNECTION FOR BAR JOISTS OR 3/8" SLEEVE ANCHOR FOR CONCRETE DECK. (TYPICAL) CONDENSATE PIPE SUPPORT DETAIL N.T.S. USE FLAT PLATE SHIMS BETNIEIEN UNISTRUTS TO OBTAIN FZWIRM VERTICAL HE16HT. N STRAP DIA. BOL BAND OF SAME S HANGER STRAP MINIMUM HANGER SIZES FOR ROUND DUCT DUCT DIAMETER MAXIMUM SPACING WIRE ROD STRAP QUAN SIZE QUAN SIZE QUAN SIZE 10" OR LESS 12'-0" 1 12 GAUGE 1 1/4" 1 1'x22 GAUGE 11"-18' 12'-0" 2 12 GAUGE 1 1/4" 1 1"x22 GAUGE 1 8 GAUGE --- --- --- --- 19"-24" 12'-0" 2 10 GAUGE 1 1/4" 1 1 1"x22 GAUGE 25'-36" 12'-0" 2 8 GAUGE 1 3/8' 1 1 1"x20 GAUGE 37'-50' 12'-0" --- --- 2 3/8" 2 1"x20 GAUGE 51"-60" 12'-0" --- --- 2 3/8' 2 1"08 GAUGE 61"-84" 12'-0' --- --- 2 3/8" 2 1"x18 GAUGE NOTES 1. STRAPS ARE GALVANIZED STEEL ; RODS ARE UNDATED OR GALVANIZED STEEL; WIRE IS BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED STEEL ALL ARE ALTERNATIVES. 2. TABLE ALLOWS FOR CONVENTIONAL WALL THICKNESS, AND JOINTS SYSTENS PLUS ONE LB/SF OF INSULATION WEIGHT. IF HEAVIER DUCTS ARE TO BE INSTALLED, ADdIST HANGER SIZES TO BE WITHIN THEIR LOAD LIMITS. ROUND DUCT HANGERS NO SCALE ia GALVANIZED SHEET METAL MASTIC SADDLE 6" LONG DRAW BAND 20 GAUGE COPPER COUNTER FLASHING 20 GAUGE COPPER FLASHING BUILT UP ROOF INSULATION ROOF DECK INSULATED REFRIGERANT SUCTION PIPING REFRIGERANT LIQUID PIPING 1/40X120XI2" PLATE ANCHORED J 0 ROOF WITH THROUGH BOLTS, NUTS AND WASHERS (TYPICAL) REFRIGERANT PIPING DETAIL NO SCALE DUCT TAP-( DOUBLE DEFLECTION WITH OPPOSED BLADE DAMPER. SIDEWALL GRILLE DETAIL NOT TO SCALE 8" IINIMUM UNIT LIFTING EYE OR 1/8" GALV. / STRAP WELDED TO UNIT BASE. 3/8" THRU-BOLT W/ LOCK NUT al TYPICAL (4) CORNERS 1"X1/8" THICK GALV. STEEL STRAP. NEOPRENE GASKET SET IN MASTIC APPLIED OVER COUNTER FLASHING. ROOF ROOF INSULATION 3/8"0 BOLT THRU CURB & SLAB `�j NOTE: CONTRACTOR SHALL COORDINATE LOCATION OF ROOF CURB PRIOR TO INSTALLATION. 1" VIBRATION/ ISOLATION PAD 3/8" BOLTED CONNECTION 2 PER 1/8" X 2" GALV. STRAP 2 PER SIDE. 3/8-0 BOLTTHRU CURB & SLAB ROOF •.• 00� *iTION ROOF MOUNTED HVAC EQUIPMENT 1" VIBRATION/ISOLATION PAD CONT. WOOD NAILER P.T. WOOD BLOCKING AT UNIT TIE -DOWN BOLTS 3/8"0 EYE BOLT/NUT. 1" RIGID INSULATION ROOF MOUNTED HVAC EQUIPMENT -16 GA. GALV. (MIN.) ROOF CURB. COUNTER FLASHING 3/8" BOLTED CONNECTION 2 PER SIDE. SHIM AS READ. FOR LEVEL. CONT. P.T. FIRE RETARD WOOD NAILER. OFFSET FROM OR PERPENDICULAR TO SLAB NOTE: ROOF CURB BY AIR CONDITIONER MANUFACTURER. PROVIDE ADDITIONAL BRACING AND SUPPORT AS REQUIRED FOR ROOF CURB INSTALLATION. F I vuIf DE NOT TO SCALE JOB # / 18-0909 Am ''IS Radcguez, P.E. LIc nse Number 6023E C.A 2u3a+ ■■engineering inc 2020 ponce De Leon Blvd., Surte 1002 Coral Gables, Florida 33134 e,gtaeenng Cesrgn: Sig ature Phone > 305 444 9809 > Mechanimi > Elet•rrz� f . >Q . /p Fax > 305 444 9827 ' PlumeIrvJ Date www arpe-eno.com The Architects Grou interior design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbiQlIta9dbi.com website: w Aagmisml.com corporate Ilcanse AAC 00222e Copyright Notim These drawings, designs end Wes; am the p op" of Tile Arch" Group, Im wW are protected under the copyright laws of Florida. No part thereof ahell be o.>qeul, or used in connection with any work other to for the specie project for which they have been prepared witlxnd witfan consent of The Architects Group, Inc. W • s Ze •• se•+ee m•oeu e T • • • e e Z•�.; a .eu•e Lai M S�A riO Y ee> I..L 7 u.u7 o •••®•• ° / +" eye CI` • •• S "s• • z C z n Z C L - W 25 J � _z F_ W X W F_ a W � U Q cl m Z Z I— m Z z iL w C\1 K w I— / > en r. PX '^ c vJ y U W W z_ 0 S 0- a L Gt F 0 DATE: :.. _. JOB NO: DRAViM: AR CHECIED:AR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10690 SHEET TITLE: MECHANICAL DETAILS II SHEET NUMBER: s o r s 4 v. SFr Z .&�, . W;N' SSm.�3 os••em • 8 e3••• a ..mmm ama. V� ••®em0 • a •••sss W CU 0 rn N 00 I 00 0 N N U 0 rs 3 C a d L 0 0 I O 0 Ld N W Df O S ¢ w _z Of z ¢ 0 0 rn 00 n a 0 D CD 0 F U N 02 KEY PLAN SCALE: 1/4" = l'-O" EXISTING SIDEWALK PROPOSED LOBBY B-5 L HOST M MW 1 701 612 70f EXISTING ADj�4CENT TENANT SPACE 6t9 618 620 613 614 615 A AAA 701 700 616 701 700 701 700 FI GFI GFI GFGFI GFI I G FI F G - G GF FI GFI FI FIGn -- -38 A-36- - A-311A-40 1-..=A-9111A-36- 'A--17 A-19 A--_2T A- _8 --- ----,- A-10--- --A-12 O7 A 36 /� �/ C620 300 610 608 604 GFI A-38 GFI GFI A40 _. TING AREA B-1 GFI GFI GFI A-36 _ 1 A-33 LJ r n B-2 �0 8-4 -- __ I I I i, a PROPOSED SEATING AREA EXISTING METER CENTER EXISTING ELECT, ROOM I PANEL H NEW 3 1/2 FROM METED PANEL MOP 208V, 30, 60 HZ, 9 KW PROVIDE J� B- • 6„ PARTITION OFFteE WALL. HOOD 110 111 CONTROL -359 rA -42 Lii A-41 CD701 FI I 100 I' a A-34OI GFI A - 2_7 GFI O MDP-19,21,23 Aj\ MOP-14,1 ,18 07 1F1 2 C A-32� w 01 � Goff) =@FFI� I �j A-13 I - 44 3 I GFI I GFI 1 99 FI 7 1 6 A-35 w 701 GFI A-30 1 5 �GFIi 1yNEMA1 700 er_ A-39 _ J I A-2-3 �24 1 HOOD SYSTEM J t1U A-28 CONTROL B-4 AUTOMAN COORDINATE LOCATION WITH HOOD SHOP DRAWING. 01 ELECTRICAL FLOOR PLAN SCALE: 1/4" = 1'-0" EQUIPMENT SCHEDULE Item No Rt Equipment Category F�F a a x o > O r o T r 0 3 a. z Equipment Remarks 100 1 Oven, Convection, Gas 9.0 0.5 120 1 60 105 1 IPOSW Cooker, Gas 3.0 1 115 1 60 1 X I 5-15P 106 1 Refngerotor, Shorty 5.4 0.2 115 1 60 I X 5-15p 107 1 Refrigerator, Undercounter 6.5 0.3 115 1 60 1 X 5-15P 108 1 Refrigerator, Sandwich/Salad Prop 9.9 0.5 115 1 60 1 X 5-15P 109 1 Refrigerator, Underoounter 5.3 0.3 115 1 60 1 X 5-15P 201 1 Warowasher, Door Type, Low Temp 16.0 115 1XI Verify with Vendor 205 1 lae Maker w/o Bin 10.8 115 1 60 X 400 1 Walk -In Cooler 1 3.5 115 1 8o 401 1 lEvaporator Coil, Cooler 1.8 115 1 6o 402 1 Walk-in Freezer 3.5 115 1 60 403 1 Evaporator Coil, Cooler 7.2 115 1 60 404 1 Condenser Remote, Air -Cooled 15.0 208 1 60 X 405 1 Condenser Remote, Air -Cooled 20.0 208 1 60 X 505 1 Soda Rack 7.7 120 1 60 X 604 1 Glai ewasher 1201.115 1 60 Verify with Vendor 608 1 Tee Maker w/ Bin 7.8 1 1 115 1 60 X 610 1 Cooler, Bottle 4.0 1 12D 1 60 X 5-15P 612 1 lRefiricierator, Sandwich/Solod Prep 4.5 1 0.2 115 11 60 X 5-15P 613 1 Back Bar Cooler 1 0.3 12D 1 60 X 5-15P 614 1 Froster/Chiller, Gkm/Mug/PkOA 5.2 120 1 50 1 X 5-151P 615 t IDnepenser. Beer 6.0 115 1 60 1 X 5-15P 616 1 IBack Bar Coder 0.3 120 1 60 1 X 5-15P 617 1 lCoffee Grinder 11.0 0.8 120 1 60 1 X 5-15P Verify with Vendor 618 1 IlEspressio Machines, Automatic 30.0 220 1 1 X I L6-30R Verify with Vendor 619 1 Coffee Grinder 11.0 0.8 1 120 1 60 1 X I 5-15P Verify with Vendor 620 1 Coffee Maker, Satellite System 18.3 120/240 1 60 X Veft with Vendor 621 1 Mixer, Drink 120 1 60 X 700 5 POS 10.0 115 1 60 X 5-15P Low Voltage Required 701 7 Printer 2.0 115 1 60 X 5-15P ILow Voltage Required CONSTRUCTION NOTES: PROPOSED j� A-14 PROPOSED KITCHEN F/ W LC _ 5 401 8 I GFII 205 49; - .- - qr mluuslunmmm OUTDOOR SERVICE COURTYARD EXISTING SERVICE CORRIDOR z Z'1 I q Alba GAAOrlddd nAt:l �dOlaiO��d OHOOD SUPPLY FAN SHALL BE DISCONNECTED IN CASE OF FIRE ALARM. COORDINATE EXACT LOCATION WITH ODENOTE ALL 120V OUTLETS IN THE KITCHEN TO BE GFCI HOOD DRAWINGS. PROTECTED AT PANEL AUST FAN SHALL BE TURNED ON ( OSEX COW COORDINATE EXACT LOCATION WITH HOOD DRAWINGS. Oj PALL 120V ROTECTED OUTLETS TL TS IN THE KITCHEN AND OUTLET COVER OIN CASE OF FIRE ALL ELECTRICAL DEVICES UNDER THE PLATES TO 8E STAINLESS STEEL. WHERE MOUNTED ON THE STAINLESS STEEL HOOD SHALL BE DISCONNECTED, SOLENOID VALVE SHALL WALL FINISH. BE CLOSED, HOOD EXHAUST FAN SHALL BE TURNED ON AND FIRE SUPPRESSION SYSTEM SHALL BE ACTIVATED. O CONTRACTOR SHALL COORDINATE REFRIGERATION SYSTEM LOCATION AND POWER REQUIREMENTS PRIOR TO ROUGH -IN. ALL ELECTRICAL EQUIPMENT UNDER HOOD SHALL EQUIPPED 4 WITH SHUNT TRIP AND SHALL BE DISCONNECTED IN CASE OF FIRE O COMBINATION MOTOR SGRIER. OTO FREEZER/COOLER UGHT, COORDINATE LOCATION WITH MANUFACTURER CUT SHEET. 10 CONTRACTOR SHALL COORDINATE ALL TELEPHONE AND CABLE N OUTLET MH PRIOR TO INSTALLATION. TYPICAL ENTIRE HOUSE NOTE: CONTRACTOR SHALL REFER TO KITCHEN CONSULTING DRAWING AND COORDINATE ALL MOUNTING HEIGHT ELECTRICAL OUTLETS PRIOR TO INSTALLATION. ILeT 7 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Flonda 33134 Engineering Design: Sign, Phone > 305 444 9809 > Mechanical > Electrical Fax > 305 444 9827 > Plumbing > Fire Protection Date vvww.arce-eno.CoTI 18-0909 I Rodriguez, P.E. Number60236 C.A. 26359 to • b% rou The Archilectsc arChiteclure 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0156 e-mail: tagdbi(Mtagdbi.c m webaite: www.tagmiaml.cam corporate llcenae Aoc 002228 Copyrigld Natica: These drmkA designs and idea are the properfyof The ATchtede Group, Im and are protected under the copiti lht laws of Raft. No pad tlMreof shall be espied, or used in conlectien will airy work other then for to spc prgat ter which twy hare been prepared without written conserd of The Architects Group, Inc. W • Z� Z •..LU •land ®•y`•i• N•>co• ...... EI....�L. •Q" N = .• F C w v z Z z- w =< _1O Q U rn Z v/ W Q ~ W Ov <C o� _jU) �nH mZ Zz m Zz w I- Q > :n ¢ M a =< U C) w = w W U C ern 0 DATE: JOB NO: - DRAVM:AR CHECKED:AR REVISIONS: Pedro P. Ramos, RA. FL. Lic. 10590 SHEET TITLE: ELECTRICAL FLOOR PLAN SHEET NUMBER: /I 3 s use•• u•u• s 7.5 T L-j 3 NEMA 3R MDP-2,4,6 01 ELECTRICAL ROOF PLAN SCALE: 1/4" = 1'-0" 3 c 0 a 0 0 0 O O LJ 0 Q H to W of 0 2 (n g w z_ z Q Q m 0 m 0 00 a 0 0 m u a� r U Q N L f- 3y N NEMA 3R MDP-19,21,23 I- z3 w0 QLJ J M � m Q J IL Q o3 w Z =UJ Z O I-- ELECTRICAL -W APPROVED- _DATE2-2� JOB # 18-0909 '© Amarif Rodriguez, P.E. Lice eNumber60236 6359 ■engineering inc "z 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Enaineenna Design Signs re Phone > 305 444 9809 > Mechanical > Bectrkal /O •Ilk A91 Fax > 305 444 9827 > PIUMbUV > Fire Protection Date www_arpe-P p.Com w W Ov �Q -i rCr^L vJ 1 M� W Z I— Z Z ��Q/ L.L Z I— U U) U w 0 o NN Of a of \\ / DATE: o -.. - JOB NO: DRAM: AR CHECKED:AR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: ELECTRICAL FLOOR PLAN SpH�E-ETp NUMBER: l jai _7 O 0 M a6 I O N W N U 3 Z ' g c� z I- J I N Q w ¢ v U) w of O I ¢ w z r z ¢ m 0 rn 0 I 00 a a 0 _ D 0 U a� s U L i EXISTING BUILDING EYEBROW EX-0- EX EX� EX (> EXISTING B-28 PROPOS I_c?!R BY ®B-28 IOST B Y I Eli All +10'-9" A.F.F. SOT OF EXPOSED 1 STRUCTURE NEW BULKHEAD ------------ ® B-9 A A EXHAUST HOOD SYSTEM G EL. +10'-U' A.F.F. NEW DRYWALL CLNG. B-22 G G PROPOSED G G O LIILII D SEATING AREA B-17 E B-16 -- EX Lei G LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTIOI MFG. MODEL No. LAMPS MTG MTD HEIGHT COLOR REMARKS A 6" LED DOWNLIC RAYON RVC6-20L-30K-60' 30 WATTS LED RECESSED SEE PLAN 93+CRI /60+R9 B DECORATIVE PENT CASAMOTION QUITE LARGE / GREY 15 WATTS LED EDISON PENDANT SEE PLAN ... C DECORATIVE PENT TOM DIXON MIRROR BALL GOLD 50 PENDANT 60 WATTS G30 PENDANT SEE PLAN D TRACK LIGHTIN CLARTE LIGHTING SDT-839-ETTO-0-10V1-16W-XLLED-NFL-LS-BTS-BLKS-90+-22K 16 WATTS LED SURFACE SEE PLAN ... 2200K / 90+ CRI E LED STRIP LIGF TWICEBRIGHT TL12SO-120-930-5-DD + AP-LL10 3 FEET LED SURFACE SEE PLAN F LED RECESSEI RAYON RFL4-11 L-27-0114RL4TL 17 WATTS LED RECESSED SEE PLAN ... 93+ CRI / 85 R9 G DECORATIVE PEN[ MAXIM LIGHTING INTERNATIONAL MODERN CONCRETE 5 WATTS GU10 PENDANT SEE PLAN -- H DECORATIVE PENS PROGRESS LIGHTING VINTAGE (TRADITIONAL) 2 WATTS LED EDISON PENDANT SEE PLAN — EM EMERGENCY LIGI EELP EM20-E-HO-BLK 11 WATTS LED SURFACE SEE PLAN ... X EDGE LIT EXIT EELP EDG-RJ-EM-SD 2 WATTS LED SURFACE SEE PLAN ... G u EX EX _0.1 _ _ SCALE: 1/4' = 1'-0' ELECTRICAL CONSTRUCTION NOTES: G OTO SWITCH BANK. OCONTRACTOR SHALL COORDINATE WITH ARCHITECT/OWNER SWITCH BANK EXACT LOCATION AND QUANTITY OF DIMMER SWITCHES PRIOR TO PURCHASE AND INSTALLATION. OOVERRIDE SWITCH TO GENERAL LIGHTING TIMER, MAXIMUM 3 OF 2 HOURS. COORDINATE LOCATION WITH FACILITY OPERATION. A T 1 A EL. +8'-0" A.F.F. (4) H EM-DENOTE LIGHT FIXTURE WITH EMERGENCY BATTERY BACK UP 90 MINUTES MINIMUM BATTERY. NOTE: EM TO BE CONNECTED AHEAD OF LIGHTING SWITCHES AND TIMER TO LOCAL AREA GENERAL LIGHT CIRCUIT. ALL GENERAL LIGHTING TO BE CONTROLLED VIA TIME SWITCH AS SHOWN ON PANEL SCHEDULE. TIMER SHALL BE SET TO TURN OFF ALL LIGHTS 30 MINUTES AFTER HOURS OF OPERATION. ex -EXISTING TO REMAIN. OS PROVIDE OCCUPANCY SENSOR AT EXISTING RESTROOMS. DESIGN COMPLIES WITH C405 REQUIREMENTS FOR LIGHTING CONTROL. EGRESS ILLUMINATION COMPLIES WITH FBC 1007.1 1FC MINIMUM. EXISTING ELECT; ROOM -- B-9 8-9 I\ A \'` 3 1 -- FFC B-12 OVERRIDE SWITCH B-9 A V a aIC I 11 A B-9 Jzl_ B-14 ma n o �_ _ PROPOSED OCORRIDC- F F �® F B-27 B-2' - r 5. _H_27-_ EX EX A A ���lll� ill Mimi r �C � aC �a a I�I!lIIHlII�INIIil�lll C' _�.OIIRIIIIAIIll11�IBY � �� -=. WOME/N'S TR0O''REST`RCObc._�._. F F F 11 5B i 2B-25 EXISTING ADJACENT TENANT SPACE APPROVED MIANII-BADE COUNT(FIRE DEPARTMENT BWC,.PERNN1!T. nREALAW F9RZ:SUPPRE"aS1,^.N_,_,_:nERDIANEST. ELECTRICAL TE�z�t JOB # 18-0909 Amer s Rodriguez, P.E. '®- Lice se Number60236 ■engineering Inc ��"� 2020 Ponce De Leon Blvd_ Suite 1002 Coral Gables, Florida 33134 ,Eng,,,,,,,,g De,i„n Sign tore Phone > 305 444 9809 > b'echanical > E:e.;trral /� , / Fax > 305,144 9827 > P!„mm,g ' Fire Prote,tk;r, Date /v ._/,O www.arpe-enq.com 8000 NW 7 Sheet, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi(Mtagdbi.com webslte: www.tagmiami.e m corporate license AAC 002228 Copyright Notice: These drawings, designs and klees are the propedyofThe Archileds Group, Inc. and are padeded underthe co"16ws at Flo ida. No pad Ihered anal be copIK or used in connedion wth any work oiherthwh for the specife prged for dish they have been prepared without written consent of The Architects Group, Irhe. w 6 • Z� . • 9 .• s • u •+a � e••u• s T I—. •a•s• • Z J ® W• s > t!}• • -� �0�,j Q. 4 W Cj) • u. - ~ 5 iV z — z �� J C < Z U) X W = W U o 0 '0.^ V ) m �- Z Z W m M W Z 7 > u ¢ W � v c r: 1- % f , r; _ v ' Lu W W W Z _ 0 0 — i o 0 DATE: 06.27.18 JOB NO: 1817-01 DRAwN: Ahgt CHECKED: rp REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: E1.02 CIRCUITS 30 PANEL: MDP FEED FROM: aqE CENTER NWA t EIO IDENTIFICATION WIRE GND. COND BREAKER TS-TIMESWITCH, GF-GFCI GROUND FAULT PROTECTED C.a. NC- NO CONCURRENT LOAD 0 0 '2 00 I 00 0 N N U 0 6 10 1" 50 3 6 10 1" 50 3 310 1 6 1 2" 1 200 1 2 12 I 12 I In- I 20 I 3 TOTAL DEMAND LOAD PER PHf MAIN BREAKER: WA AMPS LUGS 400 AMPS KA.LC: 22 HA MOUMED RUSH X LOADPHASE (WA) .3 DISTRIBUTION PANEL MDP" 400 AMPS n 22KAIC M.L.O. 200A 3 PHASE 4 WIRE X 120240V SURFACE BREAKER I WIRE GND. I COND 3 1 50 1 6 1 10 1 1 2 200 310 6 2" 3 35 8 10 3N•' 3 20 12 12 in" REFER TO PANEL MDP FOR FEEDER SIZES. IDENTIFICATION A' K T T T Y Y P P N E E O NOTE: CONTRACTOR SHALL IDENTIFY ALL CICUIT AND LABEL PANEL. - INCLUDING DEMAND 2 SET OF (4)3/0 (1)#3GND, IN 2"C. EACH. PANEL A 22KAIC M.L.O. 200A CIRd1R5 64 MMNEREAKER WA AMPS 1 PHASE PANEL: A LUGS: 200 AMPS 3 WIRE FEED FROM: MCP KALC: 22 KA X t20240V NEMA 1 MOUNTED FLUSH X BU tF E C T K CK Y T T T P IDENTIFICATION WIRE MD. WND EREN(E32 LOADPHASE (KYA) BRElI®i WIRE GRID. COND IDENTRGITION T Y Y E N P PN O E E 0 TRM POLES A B C POLE TRIP GF 1 REF SANDWKtI%612 12 12 trz" 20 t os 19 - v 04 19 2 zs t0 to 1rz" COrEi£MAKER %620 2 OF OF 9 POSIPRRNEt $]Dp, %101 12 12 in" 20 1 6 5 MIXE, DR)NKIM21 12 12 iR" 20 t 09 0 4 q 6 ] cOFfi32 ORINOFR %Bi] 12 12 12" 1 20 12 12 1n" POSIPRINTER%]00,%101 6 GF 2 1 1 14 C> 1 20 12 12 1rz" BALK BAN COOLER%618 8 GF OF s ESPRESSO MACHNE AUTO %618 10 10 1rz" 35 2 6 0.4 t 20 12 12 in" POSM+RINTER;6']00, %TOt 10 OF i1 3.6 04 i 20 12 12 iR" PGSM+RINT�%]00, %]O1 12 GF GF t3 Rff., SANDWMlf %108 12 12 irz" 20 1 i2 0.5 t 20 12 t2 iR" WALK�NCOOLBi DOORHEATER%400 (F 15 CORERMNDRa19 12 12 la. 20 1 1, DF 6 f] BACK BARCWLER%613 12 12 ib 0.3 1 20 12 12 12" EVAPORATOR COIL, COOLEi %401 16 GF 12" 20 1 0] C.5 1 20 t2 12 iR" WALK4N RtEE281lx;INTS %402 18 GF GF 19 FROSTERICHILLER,%814 12 12 tn" 20 1 07 C9 1 20 12 (F 21 DISPBiSBt, B®15615 12 IV" EVAPORATOR COIL, COOLERIN15 20 GF 12 12 In 20 1 0a 10 1 20 12 12 In" S00ARACK4f505 22 (F 23 PASTACOOKER %106 12 12 12" 20 1 GF 25 11 19 1 25 10 10 12" WAREWASHBt%201 24 W 6 SHUNT SHUNT TRIP 12 12 1R" 20 1 oc 13 1 20 12 12 1n" ICE MAKER nos 26 Cf W 27 OVER COVECTION GAS%100 i2 12 In 20 1 1 (F 29 SHUNT TPoP 1.1 0.4 2U 12 12 in" POSIPRINTERII700,%]01 29 OF 12 12 12" 20 i 00 0> 1 20 12 12 trz" REF. UNDFRCOUNT82 %109 SO CF LF 31 ICEMAK 12 72 12" 20 1 10 09 1 20 12 12 in" REF. UNDERCOONTBi%10] 32 OF (F 99 WASHENOOR GLA5.4 WASHER %604 12 12 12" 20 1 15 OS 1 20 12 12 ff 35 REF, SHORTV%106 12 12 12" 20 1 1R" PPoNTER %]01 3q (F (F 3] SHUNT TRIP 0] 15 1 20 12 12 trz" WNV.OUTLEfs KITCHEN 98 GF 12 12 in" 20 1 00 1.6 1 20 f2 12 tR" CONY OUTLET: wTCHEI 38 GF OF 39 HOODR�SWRBSION 12 12 t2" 20 1 1.5 GF 4i HOW GAS Sq-ENIDEVALVE 02 1 20 12 12 i2" CON. OUTLETS WTCHEI 40 W 12 12 12" 20 i 02 0.2 i 20 12 12 12" HWDCONTROL PANEL 42 GF 4S SOTTLECWU32 %810 12 12 irz" 20 i GF 0.5 21 2 25 10 10 In" WIFOMDENSER404 ff 45 SPARE 20 i 1 2.1 6 4] SPARE 46 20 1 1.6 2 20 12 12 In" WIC CONDENSER 405 68 6 d9 SPARE 20 t 16 GF 51 SPACE 50 TF 53 SPACE SPACE 52 ff 53 SPACE SPACE 54 CF 5T SPACE SPACE 56 W 69 SPACE I SPACE 56 CF 61 SPACE SPACE 60 !F 63 SPACE SPACE 62 SPACE 64 9A 12.6 12.1 14.0 TOTALODNNEZTEHASE 22.0 26.1 WA Mp�l CTED 48.1 WA CTED 200.5 AMP NOTE CONTRACTOR SHALL IDENTIFY ALL CICUIT AND LABEL PANEL. TOTAL DEMANHAS 14.9 16.5 "A TS-TIMESWITCH. TOOAD 31.3 WA CF-tlCIaiOUNDFAt1LTPROTECTEfCe, TOLOAD 130.5 AMP VI)WNTRACTOR SHALL RED VERIFY EQUIPMENT NC -NO CpTCU1RBJT LOAD NAME PLATE PRIOR TO CB ORDERINGAND INSTALLATION MATCH MANUW.CTURE RECOMMENDED WPD MD-MOOIF®ORCUR LWDER THIB PBitMR. 2" RIGID CONDUIT WITH 3 # 4/0 AWG CU CONDUCTORS ONE 4/0 AWG CU NEUTRAL CONDUCTOR AND ONE #2 AWG GROUND CONDUCTOR. HOUSE PANEL "H" 225 AMPS REPLACE EXISTING 3/225A C.B. WITH NEW 3/400A. HOUSE PANEL "H" (9 3/225 A THREE 3" RIGID CONDUIT WITH 350 MCM CU CONDUCTORS EACH AND ONE 350 MCM CU NEUTRAL CONDUCTOR 1 1770 CU (GND) IN 3/q " C. TENANT #1 (9 3/225 A TENANT #3 0 k3/400 A I TWO 5/8" X 10" GALV. GND. RODS 6'-10'. APART MIN. 2 NEW GUTTER 12' BY 12' BY 24' LONG I I I 2/125 A MAIN 1 OF 1 i 1000 AMPS 1OOKF-`T5TAWFj AIC I M I 2 1 5 A 1 1 F- O 5 I M I j 2 125 A I I � O ITENANT sM I I 2 125 A 1 NEW GUTTER 12" BY 12" BY 84" 4"x8" COPPER GROUND BUS BAR BY STORM COOPER OR APPROVED EQUAL. 3/4" C.W. METAL PIPE 1 # 3/0 CU GND 1/2" C. TO CONCRETE ENCASED STEEL REBAR A NEW STRUCTURE. ELECTRICAL RISER DIAGRAM NTS CIRNT5 42 MAINBREM WA MM 1 PHASE PANEL: B LLJS: no AMPS 3 WIRE FEED FROM: MDP KALC: 22 KA x tzon4pv Na4A1 MIX1M'® RUSH X SIlRKOe� T O K O Y T K T T P IDafI1RCAT10N WIRE Qffi %IO BREAKER 1 O0 B HA)E W ( N BfEATQ•R WIRE C�Q CONp Ipaf11RC4TON T Y Y E N P P 0 N 0 E E TFCP PCLR A B C POLES TRIP 1 ABWESHOWIM RECEPT. 12 12 la. 20 t 1.2 0.8 1.2 0.8 1 20 12 t2 1! Ga&RAL PLRPOSE RBSPT 2 3 ABd/E SigWINGRECIDT. 12 12 12" 20 1 1 20 12 12 t2" GalVALPORPOSEREcFPT. 4 5 ABWESMTVINGfE03'L 12 12 W 20 1 I. O6 '•oA t 20 12 12 1¢. OFRCERBCBi 6 BF ] BM1T(tCCA1 CA1 12 12 I2•' 20 1 t.- O6•r 1 z0 tz 1z 1rz" oRiQ RR'H�T. fi 9 gTCHBV llaIllNG 12 12 1n" 20 1 0.7 06 'few ,' 1 20 12 12 la. ORiCERECEPT. 10 tt aRE4sTwvLKAmNG 2 t2 R TO 4'3'� _ 0.3 �. 'p'•5 O 2 1 20 12 12 12" oRlcEuarnNG 1z 13 PRE4TPACK LI(i(IING 12 12 fn" zll 1 1.6 OA n- t 20 12 12 12" REtiTAURANIAREA.pENDPNF NGIRING f4 15 RE4TPLRAMAAEATRAC(DGIRING 13 12 t2" 20 1 1 20 12 12 1rs• SFATNG ARFASTMPDIXnNG t6 1> SE4TlXiARFA PFTIOAM DCWIING 12 12 tR^ 20 t 0.6 10 - OS 0.5 t m 12 12 la. SE4TNGPftFATRgp(NC}BING 18 t9 H0.9TNEAPEN64NTOGi111NG 12 12 tR' 20 tR_.y,.. 1 20 t2 12 1R" Hf6TAREAP@IDANT LIGHTING 20 21 AREAPBBYWT LICMnNG i2 12 12" 20 1 OA 0.9 - .: 1 20 12 12 12•• tpSTARFATtPO(DGHIING 22 9 RESTNIR{OTr AREA 3lMP Da1TNG 12 tt tn" 20 1 :5, L O.1 t,6 f 20 12 12 1a SEATNGAREAT UU(U MIM 2d 26 RFSTTtOOM DGHTS ANDFAN 12 12 1n" 20 1 0.3 ., SPACE 26 2T CORPoWRDCHTNG 12 12 11'1 20 1 r: 40.2 O.t 0.2 1 20 12 13 12" LOBBYOWIN Lwf1T3 20 A MOTOfREOlW4PBt 12 12 12" 20 1 oz ,e t 20 12 f2 12" ROOFTOP WNVENENCE 108iPT. 30 31 SPARE 20 1 j, 1 20 SPARE 32 33 SPARE 20 f Y• 1 20 SPARE b 35 SPARE 20 t 1 20 SPARE 36 37 SPACE SPACE 38 39 SPACE SPACE 40 41 ISPAcE SPACE 42 52 4S 3.8 4.2 TOTALC LQAO Pei PNp4 10.> fl0 WA TyrALC•MIG 18.7 WA TOTAd. COMJEUr® n.e PMP NOTE CONTRACTOR SHALL IDENTTFYALL OCUITANDLABEL PANEL. l9-TMESWITCH GF-C30 GRWlDflVRT PROTECT®GB T1)OOMRACTCRSHAII. flELO V66T' BpUPMENT NC-NONIKDCBi@fr L6ID WMEPLP.TE PMORTOGBOIAadNGAIDINSTALLAIION MATCH MAMFACTNFff REWMMEIEI®OCTD THREE 2' RIGID cONDUIT WITH 3 ^AWD CU CONDUCTORS EACH AND ONE #4AWG CU GROUND CONDUCTOR THREE 3" RIGID CONDUIT WITH 350 MCM CU CONDUCTORS EACH AND 350 MCM CU NEUTRAL CONDUCTOR 1 #6 CU (GND) IN J" TO PHONE AND CABLE.TV O.B.T. SERVICE DEMAND LOAD A B C TENANT 1 (RESTAURANT) 222 47 222 AMPS PANEL MDP 371.3 89.4 358.8 AMPS TENANT 2 160 160 AMPS TENANT 4 84 84 AMPS TENANT 5 41 41 AMPS TENANT6 41 41 AMPS HOUSE 59.7 9 59.7 AMPS 979 9 966.475 AMPS ELECTRICAL_ R - W APPROVED_PATE Z 2-1 JOB # /18-0909 Arne is Rodriguez, P.E. Lic nse Number60236 ®®engineering Inc CA2 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Dean: Sig ature Phone > 305 444 9809 > Mechanical > Electrical Fax > 305 444 9827 > PIUrnbing > Flre Protection Date WW*'a,pe-E(na.enm 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740- 0150 F. 305-740-0158 Es -mail: tagtlbiMtagdbi.0 m website: w Aagmlaml.c m corporate license AAC 002228 Copt tIte Notice. Them clowbgs, des" will Wears BN the property ofN Architects Group, Ix. and are protected (11cler the COpyritht lows Of m Ra. No part thawed shall N copied, or used in conneCtM whh airy Wart OGla than b the spechi0 pged for which they have Beal prepared without written consent of The Architects Group, Inc. W 6 emm+•a: a Ztlm• • ••e•s• m 000• e •••••• i 0000 •• s Y e Z„m0 • • •so•• v®�li• �/ > A s •amy Li. Q Lu •s•••• V a ,y • " og a •• _ • s s Lu •• ~ Z - Z W ® ¢ J M Z F- U) X W �U W OQ -iU) 00 Z F._ Q Z Z iL! M zLL w C\t > US ¢ W �Cr U v ] 1 LJ z_ 0 of r= a R DATE: 06.27.18 JOB NO: 1817-01 DRAM: AIN CHECKED:M REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: PANEL SCHEDULES AND RISER SHEET NUMBER: E2.01 E h� ro I 00 0 N N U O rn 3 0 z w c9 w J z Q J w z Q d I 0 N w CD Q F- hn w O z C0 C Q w z r z Q hY Q Q 0 0 0 ro a ELECTRICAL LEGEND ELECTRICAL GENERAL VOTES LIGHT FIXTURE DESIGNATION, FLOODLIGHT, SEE LIGHTING FIXTURE 1 A LIGHT FIXTURE DESIGNATION. SEE LIGHTING FIXTURE SCHEDULE LIGHTING FlXTUf+E. SURFACE MOUNTED 01 LIGHTING FIXTURE, RECESSED MOUNTED (� LIGHTING FI RE, WALL MOUNTED Y LED EXIT LIGHT SEE LIGHTING FIXTURE SCHEDULE. ®2 X 2 FLUORESCENT LIGHT FIXTURE, SEE UGHTNG FIXTURE SCHEDULE FOR DETAILS ® 2 X 4 FLUORESCENT UGHT FIXTURE, SEE LIGHTING FIXTURE SCHEDULE FOR DETAILS 2 X 4 R-LIORESCBdT UNIT FIXTURE, W/ EMERG. BATTERY PACK. SEE LIGHTING FIXTURE SCHEDULE FOR DETAINS ® 1 X 4 FLUORESCENT LIGHT FIXTURE, SEE LTG. FIX. SHERD. ® 1 X 4 FLUORESCENT LIGHT FIXTURE, W/ BIERG. BATTERY PAC(. EMERGENCY WALL PACK, SEE LIGHTING FIXTURE SCHEDULE 1B:0 EXIT EMERGENCY LIGHT COMBO, O 16 AF MAX TOME SWITCH 12o/277V. 20 AIR. ,(M.N. = W A.F.F.), 3-WAY $ y TOGGLE SWITCH 120/277V. 20 AMR. ,(M.H. = 48' A.F.F.). 4-WAY 4 TOGGLE SWITCH 120/277V. 20 AMR. ,(M.H. = 48" A.F.F.) tit TOGGLE SWITCH 120/277V. 20 AMP. KEYSWITCH,(M.H. = 48' A.F.F.) F FAN SWITCH 120/277V. 20 AMP, (HORSEPOWER RATEO),(M.H. = 48" AFF.) 10 MAI . TIME DRAY. REL.AYOGGLE SWITCH 120/277V.2BY NEC. CONT.INSTALLED.BY EC, T $L/F FAN AND UGHTNG SWITCH 120/277Y. 20 AMP,(M.H. = 48' A.F.F.), 3-FF. $P TOGGLE SWITCH 120/277V. 20 YIP. WITH PILOT LIGHT .(M-H.=48'A..F.) $EX TOGGLE SWITCH 120/277V. 20 AMP. EXPLOSION -PROOF $s SPEED SWITCH 120/277V. 20 AMP. U.O.N. ,(M.H. - 487 A.F.F.)$ld SINGLE PHASE MANUAL MOTOR STARTER, (M.H. = 48 kFF.) $a DIMMER SWITCH 120/277V. 20 AMP., (M.H. = 48' A.F.F.) $Ms MOTION SENSOR SWITCH 120/277V. 20 AMP., (MR = 487 A.F.F.) ((j) DUPLEX RECEPTACLE, 20 MR., 125V., (M.H. = W A.F.F.) WH" ® DUPLEX RECEPTACLE, 20 AMP., 125V., RECESS FLOOR MOUNTED DUPLEX RECEPTACLE, 20 AMR., 125V., TOP HALF SWITCHED QM.H. = 18' A.F.F_ UNLESS OTHERWISE NOTED DUPLEX RECEPTACLE, 2D AMP., 125V., ISOLATED GND. AND SURGE PROTECTED, (N.H. - 18' A.F.F.) SINGLE RECEPTACLE, 20 AP., 125K1 COORDINATE M.H. NTH EQUIPMENT FOUR-PLEX RECEPTACLE, 20A., 125V., (M.H. = 18' A.F.F.) Y SPECIAL PURPOSE OUTLET M. RACE OUTLET, COORD. W/ EQURT. DUPLEX RECEPTACLE. 20 AMP.. 125V, MOUNT ABOVE COUNTER 30 AMP., 125V, TWIST LOCK RECEPTACLE FOR FLOOR POLISHING 0 MACHINE ® DUPLEX RECEPTACLE. 20 AMP.. 125V., RECESS CEILING MOUNTED O ,ARCTION BOX, MOUNTING AS SHOWN ELECTRIC MOTOR, NUMBER INDICATES HORSEPOWER ® MOTOR STARTER CO ONADOR MOTOR STARTER, TYPE AS DESIGNATED 3.1 DISCONNECT SWITCH, 3-POLE, 60 AMP FRAME W/ 40A FUSES i ELECTRICAL PANEL, SEE PANEL SCHEDULE SHEET(S) FOR DETAILS EXISTING EQUIPMENT TO REMAIN NEW EQUIPMENT OR WORK OF THIS PROJECT ❑ CALL BACK PUSH BUTTON CIRCUIT BREAKER, TYPE AND SIZE AS PER DRAWINGS. 0 SECUNTY SYSTEM KEYPAD a CLOCK ❑ BELL O SHUT DOWN RELAY O POWER ON INDICATOR WITH KEYED RESET FIRE ALARM MANUAL PULL STATION 48' A.F.F. Elp MOUNT AT 80' A.F.F. OR 6' BELOW CEILING WHICHEVER IS LOWER. WEATHERPROOF FIRE ALARM HORN/STROBE COMBINATION WP MOUNT AT BOP A.F.F. OR 6- BELOW COUNG WHICHEVER IS LOWER. FIRE ALARM HORN / STROBECOMBINATION 110 CD19 MOUNT AT BOP A.F.F. OR 6' BELOW CEILING WHICHEVER IS LOVER. 15/75 C) FIRE ALARM STROBE PHOTOELECTRIC SMOKE DETECTOR, ADDRESSABLE Op DUCT SMOKE DETECTOR, ADDRESSABLE. HOUSING ® DUCT DETECTOR, SAMPLE TUBE- REMOTE TEST AND HEAVY DUTY CONTROL RELAY OF HEAT DETECTOR, FIXED TEMPERATURE (13571 FIRE ALARM FLOW SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) 1 FIRE ALARM TAMPER SWITCH e (FURNISHED BY SPRINKLER CONTRACTOR) ® MOTION SENSOR - CEILING MOUNTED Q MONITOR MODULE FFACPj FIRE ALARM CONTROL PANEL - ADDRESSABLE ® REMOTE ANNUNCIATOR PANEL OCDAPUTER/DATA/10.EF4HONE J-BOX WITH 1'C, STUBBED INTO CEUNG. c O INTERCOM SYSTEM SPEAMKER POLYGON AUDION CONFERENCING SYSTEM ® TELEPHONE PORT FLOOR MOUNTED E) CALL BACK PUSH BUTTON 0 DUAL TELEPHONE OUTLET MOUNTED AT 19" A.F.F. USE CAT-6 W/i' STUB UP 6' ABOVE CEILING. DUAL STUB HONE OUTLET ABOVECEILING. MAT W A.F.F. USE CAT-6 W/1' v COMPUTER/DATA/M.EpHONE OUTLET MOUNTED AT ig AF.F. USE CAT-6 W/i' STUB UP 6' ABOVE CEILING. Nv - TELEVISION OUTLET (M.H. = 18' AFF.) MOT MOTORIZED DAMPER REFER TO MECHANICAL DRAWING 1 OS OCCUPANCY SENSOR IT SHALL BE UNDERSTOOD THAT All WORK PERFORMED SHLL BE BY A LICENSED ELECTROCAL CONTRACTOR IN A FIRST CLASS WORKIMMILIKE INNER SAID SHALL MEET ALL CAN RMEHIS SET FOURTH LOCAIAONANff ANDN CONTRACTOR GOVERNING AUTHORITIES. 2, ETUDE INSTALLATION SHAL BE N ACCORDANCE WITH 71 "OF I AL O1A1ELECjCAL CODE, LATEST EDITION NEC 2014 AND THE LATEST EDIIII 17. ALL LOCAL CODES, 1 RUES 207, AND DE DNANCES HAVING JURISDICTION FBC 17. , 6TH EDITION. 3. FI SHALL BE THE REVONSt1UTY OF THE ELECTRICAL CONYCTOR TO PROVIDE ALL AND/OR Nola ON � DSUPERVISION RAWINGS ANNECESSARY CARCATIONS SH THE WDN( SHOWN 4. ALL /�JTYUAD PROPERTY DAMAGE FOR THEDPROVIDUURATI N OF WORIO FOR PROTE ON AGAINST PUBIC 5. ELECTRICAL CONTRACTOR SLAT MST THE JOB SITE PRIDE) END AND VERIFY ALL DRAWINGS. THIS N� ANONSY NAND ABiICA16 TS AS SIN �OiAREDOR �PRIORTED DUjpTHE INSTALLATION. 6 IT SHALL BE THE BESPONSBYJTY OF THE ELECTRICAL C%CTOR FOR THE ADVANCED ORDERING OF LONG LEAD HBAS SO AS LOT TTERFERE WITH THE PRODUCTION OF DIM TRADES RESULTING N ANY DOWN LAG TIME 7. AND WCMSHP ME FROM DEFECTS CONTRACTOR �OD OF SHALL LESSTHAN ((1) YEAR FRALL OM ROM DAIEAOfiPTANCE, UNLESS INDICATED OR SPECIFIED OTHERWISE. it SHALLI OR�UO NCLUDE�CEMENT OR �� OF ANY THE INSTAAT N WHICH MAY HAVE BEEN DAMAGED THEREBY. 9. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE PAIR TO O GINAL FB4TIOM ANY AND ALL NS IS CAUSED DURINGFORMA PERFORMANCE OF WORK.M BUILDINGAEOUIPYENT NO 10. ALL ELECTRICAL EQUPMENT, DEVICES, NINE• ETC, SHALISTED FOR THE INTENDED USE, WIN UNDERWRITER'S LABORATORIES. INC WERE STANDARDS HAVE BEEN ESTABLISHED BY LL AS A MINIMUM. ALL SENT SHALL MEET APPLICABLE STANDARDS FOR THE TYPE OF EQUIPMENT ATOM USE OF THE FOLOWIG AAL STANDARDS INSTATE (ANSI). B. INS SOCIETY (ES). C. AMRIICAN SOCIETY FOR TESTING AND MATERIALS (A 0. NATIONAL ELECTRICAL MANUFACTURERS ASSOCATOMA). THESE STANDARDS ARE SBORONATE TO CODES AND SRDS SET BY UL 11. IT SHALL NOT BE THE INTENT OF THESE PLANS AND/OXFICATIONS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR SH EXPECTED TO FURNISH AND NECESSARY FOR EQUIPMENT BEACED RIN PROPEONG 0DEF1.ELECTRICAL SYS') PROVIDE REQIIEMDN75 11 ALL CNDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. EIUTING SHALL BE OEIEAMN71 IN THE HELD, UNLESS OTHERWISE NOTED. THE ELECTM41RACTOR SHALL PROVIDE AND INSTALL THE PROPER NUMBER OF NACEWAAS REQUIRED ACCOMPLISH CCOMPLITHE PROPER RINCTICUNG O" THETORS BEWMPIAENTSAS SHOWN. TO SH 13. ELECTRICAL CONTRACTOR SHALL NOT SCALE DRAWINGIRACTOR SHALL REFER TO ARCHITECTURAL AM ELEVATIONS FOR EXACT US OF ALL EQUIPMENT UNLE NOTED WISE 14. THE CONTRACTOR SHALL FROM DEBRIS AT ALL T� ALL AND S�ADSHALL BE IS BROPER OM CLEAN AT THE END OF EACH WORKING DAY. 15. CONTRACTOR SHALL PAY FOR ALL POUTS. FEES. NIS, AND TESTING. 16. ARCHITECTURAL AND OR DRIEERING EXPENSES THACIFIEO DUE TO REVISIONS OR TUTORS RECESSED BY THE OUR SHALL BE PAD FOR BY THAT CONTRACTOR. 17. DOMINATE RK E ALL ELECTRIC& SUE WOVAIN CENEERACTCR PRIOR TO INSTALLATION. 18. FOR ELECTRIC POWER SYSTOL A. COORDINATE POWER SERVICE WiN POWER COS! a VIERIFY LOCATION O G POWER SERVICE IERMHAWOWER COMPANY PRDR TO SC 19. FOR 10LPHONE SYSTEM: A RE�F� OU1tEXRMENT PER REQUIREMENTS TELEPHONE COMPANY - EL TELEPHomE COTS ALL NOT BE INSTALLED if TRENCH NR WITH POWER AND C. MARK TERWAY NS OF 70EPHONE CONDUIT AS BY TELEPfifNE COMPANY. D. VERIFY LOCATION OF TELEPHONE SERVICE WITH 'COMPANY- PRIOR TO SUBMITTING BD. E. USE aaMOR GRADE 3/4' PLYWOOD BACKBOAK) NNTN; TELEPHONE EQUIPMENT AND TERMINAL STRIPS PANT BOARD ON ALL SDGES WITH TWO COATS OF FLAT BLACK ASPHALT PAINT. 2& ALL COHOICTORS SHALL BE IN CONDUITS. ALL CAL BE GALVANIZED RIGID STEEL (GRS) EXCEPT THAT: (A) PVC CONDUITS MAY BE 16ROUND PROVIDED ELBOWS AND (DAY)RISERSARE GRS, WHERE SUBJECT 10 PHYSICAL C& METALLIC RISING MAY BE USED I NOR ON WALLS OR CCEILIWT SUBJECT TIAL DAMAGE, DAMP OR CORItO W CONDITIONS. (C) LT FLEXIBLE CONDUIT WHERE REQUIRED, (0) FlE)IBE MEFALIC CONDUIT (MCRO LADING CODUCRIR� WHERE REQUIRED IN DRY LOCATIONS ONLY AL CON OUIIDOUS AREAS (PER NEC) SHALL MEET THE REQUIREMENTS Of NEC CHAPTER 5 CONY USE ROEX (R) INDOOR IN DWELLING UNITS. 21. FOR UNDOMMKO ELECTRICAL CONDUITS. PROVES, SUCH THAT NO SHOE CONDUIT RUN HAS FORTHEININ ENDED QUIT SPAASS'SRUNDERNEATH SUITABLE AND APPROVED PAVED AREAS THEY SHALL B RGi. WHERE UNDONDUITS ARE NOT EXPOSED TO MECHMICAL DAMAGE OR ARE NOT M RIGS COND11TS SHAAY LL SCHEDULE 40 PVC� E(TENI) A MINIMUM OFT18' BLOW GRADE ALL CoNDUtT RISERS �� 21 APPLY BTWNASTIC COATING TO ALL METALLIC 000 OR UNDERGROUND. RATED ' 7�SC WET/ORY D(CEPTCONDUCTORS LYAIDE ODERUSE REQURE CODES TYPEWN LESS OIHERWS� NOTED. MINIMUM WRE 92E SHALL B1UfNNG CONTROL WAHiG 24. CORE WAYS SNARL BE 97M AS REQUIRED, PER NTHERNSE NOTED. 2S ALL EIECIMCAL EQUIPMENT SNALL BE RMH FIGHT TIRE ALL FLEX CONDUITS WKCIED M SUCH EQUIPU UWD�T� 70 11E WEATHER. 2& OUTLET BOXES SHALL BE PRESSED STEEL IN OR%ST ALLOY WITH THREADED HUBS N VET OR DAMP LOCATIONS LEE FOR OTHER CLASSIFIED AREAS. PROPER PLASTER RINGS PROPER COORDINATION BETWEEN ELECTRICAL SUAND GENERAL SCONTRACTOR FOR "YER RING INITIATION WILL NO 'GOOr HALL BE ALLOWED. AL OUOA T ET BOXES SHALLFASIDRED. RINGS 27. ALL FACE PLATES SHALL BE NINE DECORA UNLESS OTHER VASE INDICATED N THE DRAWING 21L MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC, AS INDICATED OR REQUIRED, NTH OVERLOAD PROTECTION FOR EACH PHASE ALL MOTOR SHALL BE EOIAPED WITH DISCONNECT MOTOR STARTER COMBINATION. 29. FURNISH AND INSTAL DISCONNECT SWITCHES AND WRING FOR AR CONDITIONING EQUIPMENT PER MANUFACTURER RECOMMENDATIONS. CONTROLS STALL BE PROVIDED BY DIVISION 15. ELECTRICAL CONTRACTOR SHALL VERIFY CIRCUIT PROTECTIVE DEVICE RATING FOR EQUIPMENT PROVIDED PRIOR TO INSTALLATION. 30. IISCONNECT SWITCHES SHALL BE SIZED PER NCLUDING REQUIRED FUSES U QN. DISCONNNECT SWITCHES STALL C TO ACCOMMODATEBE SERVED,PMENT H07MOVER RATED, HEAVY-DUTY TYPE. 31. FUSES SHALL BE CURRENT U/IIO, PER U.L, RATED 600 VOL75, UNLESS OTHERWISE NOTED. A NNTNE DELAY FUSES N MAN SWAIM AND SWITCHES FEEDING PANELS. B. TIME DELAY FUSES FOR MOTOR AND A/C CIRCUITS 32. CIRCUIT BREAKERS SHALL BE BOLT -ON U.OJ., INVERSE TIME -TYPE THERMAL-IFA;NEIIC . TWO AND iFREE-POLE CIRCUIT BREAKERS SHALL HAVE COMMON ALL P SHALL HAVE COPPER BUS. 33. UNLESS NOTED AS EXISTING. ALL EQUIPMENT. WIRING, DEVICES, ETC. SHALL BE NEW. 34. WHERE CORE DRILLING OF FLOOR/WALLS IS REQUIRED, CONTRACTOR SHALL SEA OPENINGS WATERTIGHT AFTER UDLIiES HAVE BEEN INSTALLED. LOCATION OF CORD HOLES SHALL B COORDINATED WITH LOCATION OF EQUIPMENT N A MAMMA TO BE CEM AND RMCDONAL THE CONTRACTOR SMALL INSTAL ONLY ONE CONDUIT PER HOLE AND SEA TIE OPENING AROUND THE CODIT AS SPECIFIED. 35. PROVIDE FIRE RETARDANT U.L APPROVED SEALANT ON ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND STRUCTURAL SANS IT SHALL BE THE RESPON- SIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY, PRIOR TO SUBMITTING BD, LOCATIONS OF AL SUCH FIE RATED PARTITIONS, WALLS, AND SIRUCiURA SLABS. 3& BALLASTS SHALL HAVE MN. POWER FACTOR OF 0.90. BALLASTS FOR META HALIDE AND HIGH PRESSURE SODIUM FIXTURES SHALL B CONSTANT WATTAGE TYPE WITH 5% LAMP WATTS FOR 10% NOMINAL LINE VOLTAGE VAIATMOL 37. THE EQUIPMENT (ROUNDING TERMINAL BARS OF THE NORMAL AND EMERGENCY ELECTRICAL SYSTEM PANEIBOARDS SERVING THE SAYE BUILDING SHALL RE BONDED TOGETHER WITH AN INSULATED, CONTINUOUS, COPPER CONTRCCTOR NOT SMAUER THAN NUMBER & 38. PROVIDE LAMPS NTH FIXTURES, SEE LUMNARE SCHEDULE FOR LAMP TYPE CONTRACTOR SHALL VERIFY EACH FIXTURE VOLTAGE PRIOR TO OIRBRING. 39. ALL CONNECTIONS TO GROUND RODS h BUILDING STEEL SHALL BE MADE NTH UL. APPROVED WELDED CONNECTIONS UNLESS NOTED OTHERWISE THE CONTRACTOR SHALL FORM A GROUNDING ELECTRODE SYSTEM AS PER NEC 250-50. 40L PROVIDE MOUNTING BACKBOARDS FOR ELECTRICAL AND COMMUNICATION EQUIPMENT. BACKBOARDS SHALL BE OF TYPE 'AC" PLYWOOD, PANTED ON BOTH SAS AND EDGES WITH TWO COATS OF LIGHT GREY PANT. 41. PROVE A FUSE HODER AND FUSE N THE PRIMARY SIDE OF EACH UNWOUNDED CONDUCTOR FOR EACH BALLAST SSMAN HEB AND ENO OR EQUALAT THE HAND HOE OF EACH EXTERIOR POE TED UORTING FIXT RE OR J-BO FOR WALL OR GROUND MOUNTED EXTEROR FIXTURES. 42. PROVIDE TOPORARY ELECTRICAL SERVICE FOR USE BY ALL TRADES DURING CON- STRUCTNR AND REMOVE SAME AT COMPLETION OF PROJECT, 43. THE ELECTRTCA CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS TO THE ARCIITECT/ENONEER PRIOR TO COMPLETION OF THE PROJECT. 44. PREPARE AND AFFIX A TYPEWRITTEN DIRECTORY TO THE INSIDE COVER OF EACH PANELBOARD INDICATING LOADS SERVED BY EACH CIRCUIT AND PANEL FEEDING THE BOARD. 45. PROVIDE U.L LISTED COMPOUND APPLIED TO BAG( OF 'BACK TO BACK' BOSS IN RATED WALLS WERE THE BOXES ARE LESS THAN 24 INCHES APART MEASURED HORIZONTALLY. 46. PROVIDE WIND LOAD RATED LICIT POLES WITH WIND SPEED RATINGS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND PROVIDE POINT-TO-POINT CALCULATIONS WITH ALL FIXTURE SUBMITTALS. CONTRACTOR TO VERIFY VOLTAGES OF ALL LICIT FIXTURES PRIOR TO BIDDING. 47. METIER CANS, HUBS, At LUGS FOR SANE ARE M BE FURNISHED & INSTALLED BY CONTRACTOR. CMIRACIOR M VERIFY SPECIFIC TYPE OF METER CAN TO BE USED WITH FPL PRIOR TO BID. ALL 1WEE PHASE METER AND COMMERCIAL USE SHALL HAVE LEVELER BY PASS AS PER FPL REQUIREMENT. A PROVIDE A PERMANENT SIGN OR TIE MAIN ELECTRIC& ROOM DOOR M THE OM STATING THAT THE SERVICE DISCONNECTS ARE LOCATED INSIDE B. SIGNS SHALL BE PLACID AT THE MAIN DISCONNECT EQUIPMENT INDICATING TYPE AND LOCATION OF ON -SIZE EMERGENCY POWER SOURCES. C. VOLTAGE AND SERVICE NUMBER SHALL BE INDICATED AT EACH DISCONNECT. 4& FOR EMERGENCY EXIT SIGNS AND EMEIMCY LIGHTS, MAKE CONNECTIONS TO BATTERY PACKS, READ OF ALL SWITCHES AND TIERS. PROVIDE SELF TEST DEVICES ALL EMEFWICY EXIT SIGNS AND EMERGENCY LIGHTS TO BE EQUIPPED, WITH BATTERY BACK UP 90 MINUTES MINIMUM. 49. THE CONTRACTOR SHALL SUBMIT 6 COPIES OF EQUIPMENT SOP DRAWINGS FOR ELECTRICAL EQUIPMENT TO THE ENGINEER FOR REVIEW, PRIOR TO ORDERING SUCH EQUIPMENT. 50, ELECTRICAL SYSTEM COMPLIANCE WITH FBC ENERGY CONSERVATION CODE A CONTRACTOR SHALL WITHIN 30 DAYS OF SYSTEM ACCEPTANCE PROVIDE RECORD DRAWINGS TO THE OWNER. B CONTRACTOR SHALL PROVIDE TO THE BUILDING 000 OPERATION MANUAL AS PART OF THE SYSI N ACCEPTANCE. C. THE MAXIMUM VOLTAGE DROP FOR FEEDER SHALL NOT EXCEED 2L D. THE MAXIMUM VOLTAGE DROP FOR BRANCH CIRCUITS SHALL NOT EXCEED 3% E CONTRACTOR SHALL PROVIDE A MEANS OF SPACE LIGITD4G CONTROL FOR ALL SPACES ENCLOSED BY CEILING HEIGHT PARTITIONS VIA MOTION SENSOR SET TO A MAXIMUM OF 3". OF ALL OCCUPANTS LEAVING THE SPACE F. CONTRACTOR SHALL PROVIDE FOR ALL OTHER SPACES, EACH CONTROL DEVICES SHALL BE ACTIVATED EITHER MANUALLY BY AN OCCUPANT OR AUTOMATICALLY AN OCCUPANT. EACH CONTROL DEVICE SHALL CONTROL A MAXIMUM OF 2500 SF AREA AND BE CAPABLE OF OVERRIDING ANY TIME OF DAY SO4EDLU SMUT OFF CONTROL FOR MORE THAN 4 HOURS 51. ALL EMPTY CONDUITS SHALL BE PROVIDED WTIN PULL STRING MARKED AT BOTH ENDS 51 CONTRACTOR SHALL PROVIDE NEUTRAL TO ALL EQUIPMENT UON. 53. DOORS AND GATES CONTROL SHALL BE FURNISHED AND INSTALLED BY OO TRACTOR 54. PROVIDE MEANS OF DISCONNECT TO ALL FLURES ENT LIGHTING AT FIXTURE a AL OUTDOOR D11 MINATION SHALL BE CONTROLLED VIA TIME SWITCH AND PHOTOCELL U.0A PROVIDE ASTRONOMICAL TIME SWITCH CAPABLE OF RETAINING PROGRAMING AND THE TIME SETTING BRING LOSS OF POWER FOR A PERID OF AT LEAST 10 HOURS. AS PER FLORIDA BUILDING CODE EC C405.14. EXTERIOR LIGHTING CONTROL 56. ELECTRICAL COINTRACTOR IS RE"SIBE TO VERIFY AVAILABLE FAULT CURRENT WITH UTILITY COMPANY PRIOR TO EQUIPMENT ORDERING 57. CONTRACTOR SHALL PROVIDE J-BOX AHEAD OF EACH FIXTURE TO COMPLY WITH NEC 410.21 UNflESS FIXTURE IS RATED FOR FEED THRU. 58, ALL ELECTRICAL EQUIPMENT TO BE INSTATED 1FT. ABOVE BASE FLOOD ELEVATION. 59. ALL PANEL. TO BE FULLY RAYED TO MATCH KAIC AS LISTED ON PANELS. SYSTEM NOT DESING AS SERIES RATED PANELS 60- PROVIDE ARC FLASH HAZARD SIGNALS ON AL ELECTRICAL EQUIPMENT PER NEC 11.6 aG A.F. AF.F. A.S.W. B.F.C. B.F.G. CB. CL D `71 CLG ABBREVIATIONS ABOVE COUNTER E ARC FAULT I RL ABOVE FINISHED FLOOR ABOVE SOW WINDOW RCPT BELOW FINISHED CEILING BELOW FINISHED GRADE CIRCUIT BREAKER CENTER LINE IMCATED FOR COMPUTER. PROVIDE DEDICATED SROUND AND NEUTRAL PROVDE EMERGENCY 3ATTERY PACK W/FIXREE, CONNECT AHEAD OF ALL M.H. NL EXISTING DEVICE TO REMAIN EXISTING RELOCATED G.F.I. GROUND FAULT INTERRUPTER L.C. LOCKABLE COVER MOUNTING HEIGHT M.ER MAW ELECTRICAL ROOM N NEW DEVICE N.F. NON FUSED NIGHT LIGHT LC TERMINAL CABINET T.S. TIME SWITCH U.O.N. UNLESS OTHERWISE NOTED MP. WEATHER PROOF TX TRANSFORMER. M.S. MOTION SENSOR ATS. AUTOMATIC TRANSFER SWITCH FIR. FLOOR Ll 2 Hour Fie Rated Through Penetration Fireatop far YWHde Pine through te, ll Concrete noon air wells � using FLARE-SHIELD. CAJ1047 F-roting = 2 Hr. T-rating = 0 Mr. am" war . ® Floor or Wall aaaexrnbly - 4 " thick concrete, Mac area of Ing is 288 sq. In. ® • Nan. r anon. Car smaller soh. /0 (w heavier) ated Pipe • Noon 4" diemm . Car aaller copper pipe and want pipa. • Max. number of pipes with opening to three (3). ® A) Fanning Material - (Not shown) - Nom. 1 thick play - urethane bedker rod friction fitted Into opening. B) Nom. XG' FYRE-SHIELD thickness installed within OPENING NOTE For wail apply FIRE -SHIELD to both surfaces of well. �"rrrerwr.rlr r„�w.,rr.r WMWW4 r"aiaIN 1,Wrir W,Y -('M„ Coe ..r��,•aw w.hr r�yrrn �r ofils I Now Fire Rated TNratgh v Aq Penetratbn Firestop for %*a �� Plastic Pbe through Braving not to scale Gypsum Walls using r TRENstap WAS Ord TRENstap NOR. W-2083 F-rating = 1 Hr. , Configuration A T-ratting = 0 W. m Pre -rated gypstav volUboord/stud wall assembly. m Plastic Pipe - Non 4' can (or ) Stdti 40 PVC pipe for use h or dosed lid 7REMstop WS-DYtute systems. Trap c for nti teary Wrappedaround the cuter dreumfereence of the pipe on birth sides of wall assemly, qpy�he ba. No of mm .� Alm S &M. 00 ��eh. Inwrw3b 1-" PVC 146 3 2 PVC 3/16 3 3 PVC 1/8 4 1 PVC 1/8 6 4 PVC 3A 7 m TREMstop NCR - Prefabrknted steel collar wro0ped over the wrop strips (Item D and mecharkally fastened to both sides of the Wall ass""y. ® FYRE-SL - Nh 1/4' thldliness of sealant applied at the Interfam of the wall and collar, and the Interface of the collar and pipe. Sealant applied on both sides of wall. Tlw bwwahreta uaai m w mlee ew.bty nhve sin EMd 6 479> 91ree via, eM f•a•!nw • � mw4hh Aw. aVm FIF � s 1 or 2 Hour Fire Rated 4�ossi Py�W Through Penetration FNrestop for Shale Netnl Plow through DrahMnp not to srxite Gvosun walls using L TREMStop WBN. V% F-rating = I and 2 Hr. WL1051 T-rating = 0 and 1/2 Hr. Ve Pre -Rated gypsum wallboard/stud assembly' Netattk Pipe- A) Steel Pipe - 6' dan(ar smaller) Sch 40 ((or heavier) steel pipe, B> Conduit - 4' donor smaller) ENT or rigid steel Conduit. © TREMstop MEIN - Nh thdoness of sealant from table below, applied Within cps" flush with both sides of Wall assenbly, rim" m" ID W Tlaertwa l Eau Cow m pn aaa now 3/4 1-1/4 2 1/2 Casa! 3/4 3/4 t a • 7M Products aced 1 1M above eaaeMy rhlYf ban t.wae9 ti eccvrarro .xh rh. Zl= flM�lh�f: 6rFa.slaPpY.p FIRE RATED PIPE PENETRATION DETAIL NO SCALE STUB -UP ABOVE ACCESSIBLE CEILING 3 1.5'C. C SLEEVE THRU WALL /-®INSULATING LAY -IN CLG. ! BUSHING 1' C. W/ PULLSTRING STUB -UP ABOVE r1900 BOX ACCESSIBLE CEILING 1 "C. W/ PULL STRING (T(P.) 4'x4" J-BOX AT 18" A.F.F. COMPUTER/DATA/TELE. OUTLET (TYP.) FINISHED FLOOR FACEPLATE BY OWNER, USED ON A SINGLE OUTLET MUD RING. - LAN-1 LAN-2 a a LAN-3 LAN-4 El ❑rJ VOICE SPARE PROVIDE SLEEVES THRU ALL WALLS THAT ARE FROM FINISHED FLOOR TO STRUCTURAL CEILING. TELEPHONE / DATA OUTLET DETAIL NOT TO SCALE TO PANEL BOARD CIRCUIT BREAKER MOUNT RECEPTACLE DIRECTLY TO TELEPHONE BOARD --4 TO BUILDING MAIN TELEPHONE TEMINAL CABINET I (1) 1- CONDUIT ! WITH PULL STRINGS TERMINATE WITH INSULATED BUSHING GROUND BAR TELEPHONE BOARD TO BE 48x48x3/4 (1) #2 GROUND BC PLYWOOD. MOUNT TO BUILDING NEAR CEILING. PAINT GROUND TO MATCH WALL TELEPHONE RISER DIAGRAM EI.ECTF21� AL 13r �_-,�,�OATE L� )� APPft(SVtr`:O 8000 NW 7 Street, Suits 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e,-mail: tagdbi(Mtagrlbi.00m website: w Aagmiaml.wm corporate license AAC 002226 CopfthtNotitx: These drawings, designs and Idual ere the property of The Architects Ghalp, Inc. and are protected wider the tppy% M lam of Flohida. No pad thereof snarl be toped, or used in Connection with any work other than for the speck prgod for which they have been prepared witlaut within in consent of The Architects Group, Inc. W •..... • Z .... s a?• • • Z M• • w > am ¢w � O _ w rn t- z - Z G � w -- a J a U s Z VJ X LU ~ � W U I Q VJ W Z W F Ewa/ GI\ ` > rn > ¢w 0_ uj c) U G w W w sn z_ O rY NN o G DATE: JOB NO: DRAVRJ: AR CHECKED:AR REVISIONS: JOB # -0909 Pedro P. Ramos, R.A. FL. Lic. 10590 Amaril Rodriguez, P.E. SHEET TITLE: Licen e Number602_6 ■engineering inc °� LEGEND AND 2020 Ponce De Leon Blvd-, Suite 1002 NOTES Coral Gables, Florida 33134 conineenng Pegg- Signa -re Phone > 305 444 9809 hlechami l Eiectrrai _ _. /` Fax > 305 444 9827 o:aHnbmu Fire Rrotectron Date SHEET NUMBER: www.arpe-eng.com �,� 0 •a °s .F. o. DO N I rn 0 N N c 0 rn 3 -O c 0 IL m r <n 1 O O li 0 rn w K 0 2 Q Q taJ Z_ z Z Q rP O m^ v I aD a 0 0 N U ar L U m r I i i Q I � O I } (D/ LIJ 0" LL O Q _ W .1 LL Q Lu i O U Z _ LU LIJ nn Q Q ! Q U PROVIDE LABEL AND MARKING TO ALL GREASE Z J WASTE COMPONENTS TO BE VISIBLE AT ALL CO TIME DURING AND AFTER INSTALLATION. CV O W - n Z Co Q A FOG 2.0 RER-DERM FOG Control Device (FCD) Installation Inspection Approval Date: Inspector: DERM's FCD Installation Inspection Required Prior to Plumbing Final for all Municipal projects. Failure to secure DERM's FCD installation Inspection will result in disapproval of Final Inspection by the Municipal Building Official, pursuant to Section 24.42-6, MDC Code. To schedule DERM's FCD Installation inspection for Municipal projects please send an email to iFOG2@miamidade.gov, 24 hours prior to desired date. Provide DERM plans process M•number, complete address of the site, folio number, and contact person name and phone number- 1 FOG 2.0 RER-DERM — - - - -_ -- Hvdrompchanicalzmam"n"intar - - - - --- - - -- - - -- -- -- - Required Information Tank No. 2 Tank No.2 Tank No. 3 Tank No.4 Capacity (gpm) looll 100gpm FOG Load Capacity (lbs) at 99% Efficiency -- 2593.58lbs. Manufacturer Schier Sduer Model No. GB250 GB250'. 3'4 Party Certifier (i.e., PDI, CSA, ASME) 1APMO to ASME IAPMP to ASME Interceptor Monitoring Alarm Model No. N/A N/A Interceptor Monitoring Device Model No. N/A / Solid Separator Make and Model /2N Striem CB-125-SFL DERM Construction Inspection Required Prior to Plumbing Final for all Munidoal orolects. Failure to secure DERM Construction Inspection will result In dimpir mral of Final Inspection by the Municipal Building Official, pursuant to section 24.42-E, MDC Code. To schedule DERM construction inspection for Municipal projects please send an email to FOGpmlamidade.gov, 24 hours prior to desired date. Provide DERM plans process M-number, complete address of the site, folio number, and contact person name and phone number. e I O U J J'' I I I 0 I n ADJACENT BUILDING \ `\\ \ � \ \\ \ I I WATER MEATER 1', FIELD VERIFY OTHERWISE CORRECT 0 I 1-1/4" \\\ ��\ � � •, \ � ^\ � ,•�� EX. 4"SAN - \\ \\ \ \ \\ EX. 4"SAN POC' it NEW SAMPLING PORT t"SAN. '- r IN ACCESS BOX \\ 224 I I - MOD-2A i I i xx IN GROUND \ \\\ \ \, \\ 8-2, 2\,1N, SERI S, 100GPM \ \ \ \\ \ 1-1/4"CW - \\\ \\ \ SEE P-1.02----�- -J II LOCATION OF GAS METER � \\ \ \ R CONTINUATION. �_-___ _-_-_ 1_1 4 "_J 49 AND REGULATOR BY GAS COMPANY, 1' SEE ISOMETRIC FOR DETAILS EXISTING P 411 -� NEW SOLID INTERCEPTOR `. \ STRIEM MODEL CB-125-SFL: \ \ FOR CONTINUATION. \ \\\ \ \ \ EXISTING 4 SAN. SEE P 1 01 \ 1 2 - ��_\------------- v--------- FOR CONTINUATION � \ , GAS PIPE T\O RESTAURANT \ \\ \ � -� ur m------------ ------ L1 E��.-SEE P-1.02. FQR CONTINUATION. V A NOTES: INSTALLATION OF GREASE INTERCEPTOR SHALL BE IN A MANNER THAT ALL LABELS AND MARKING ON THE GI REMAIN VISIBLE DURING AND AFTER THE INSTALLATION AS PER SECTION 24-42.6(0) OF THE CODE OF MIAMI DADE COUNTY. GI SHALL BE ACCESSIBLE AT ALL TIMES TO ALLOW FOR MAINTENANCE AND CLEANING WITHOUT IMPEDIMENT. THE SAMPLING PORT SHALL BE ACCESSIBLE AT ALL TIME WITHOUT HAVING TO REMOVE ANY MERCHANDISE AND WITHOUT STANDING WATER ON GROUND SURFACE WITH A MINIMUM 36"HORIZONTAL FROM ANY WALL FIXED EQUIPMENT OR STORE AND A MINIMUM 48" VERTICAL CLEARANCE FROM ANY FIXED EQUIPMENT OR STORE MATERIALS. SCOPE OF WORK -0 d-----------...-,.--------------- 7—.—.- ----------------------------------------------------------------------------- J -------------------------------- ---- ------ ---------- P - PLUMBING SITE PLAN SCALE:1/8" \\ � i I --------- ----------- ----------- -------i-' N.E. 98TH. STREET 76 TOTAL RIGHT-OF-WAY �/\1/•I•.1I w JOB 18-0909 Arn se UMbeuez, P.E. Lic nse Number 60236 ■engineering inc C.A.26359 2020 Ponce De Leon Blvd., Suite 1002 \ Coral Gables, Florida 33134 Engineering Design: Signat4re Phone > 305 444 9809 > Mechanical > Electrical Fax > 305 444 9827 'Plumbing ' FlnePmlection Date r A www.arpe-eng.com 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 5 0 F. 305-740-0158 a -mail: tagcIbiQtagdbi.com vvebslte: wwvv.tagmiami.com corporate license AAC 002228 Copyright Ni These drawings, designs and Neal are the property of The Afchtxt; Gro pi Inc. and are pmWed under the copyright laws of Florida. No pad thereof shall be copied, or used in connection with any work olherthan for the specific poled for which they have been prepared without wrihen consent of The Architects Group, Inc. I— m Z M z M Z tJi. L. a w O Q c N F w w z 2 z� W o_Q U Z `I—^ VJ W ~ �U W O ^Q .J mz Q Z Z W LLI M Q Z zLL w aw � ce F U) w \J JW 0 � c N O w - z� O a LL \\ / o Q DATE: JOB NO DRAWW AR CHECKED AR REVISIONS: OWNER CHANGES 1 12-21-18 RTC 2 01-24-19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: PLUMBING SITE PLAN SHEET NUMBER P 1.00 s • , 0- to N Iri I rn 0 N N C 0 EQUIPMENT SCHEDULE Item No Qt Equipment Category o c v_ N coin a c +' N =in O c O N Din i- c -0 N Sin c fn N c5in m � Equipment Remarks 100 1 1 Oven, Convection, Gas 1 0.75 1 88 101 1 1 IRange, Restaurant, Gas 0.75 243 102 1 Griddle, Gas 0.75 60 103 1 Broiler, Under -Fired, Gas, Counter 0.75 80 104 1 Fryer, Deep Fat, Gas 0.75 90 105 1 Pasta Cooker, Gas 1.25 1 0.5 77.5 106 1 Refrigerator, Shorty 107 1 Refrigerator, Undercounter 108 1 Refrigerator, Sandwich/Salad Prep 109 1 Refrigerator, Undercounter 110 1 Hood System See Shop Drawings 111 1 Side Panel 200 1 Sink / Dishtable 0.5 0.5 1.5 1.5 1.5 200.1 1 Pre -Rinse Faucet, Wall Mount 0.5 0.5 201 1 1 Warewasher, Door Type, Low Temp 0.5 2 Verify with Vendor 202 1 Dishtable, Straight 203 2 Sink, Hand, Wall Mount 0.5 0.5 1.5 205 1 Ice Maker w/o Bin 0.5 0.75 206 1 Bin, Ice 0.75 300 1 1 Work Table 301 1 Table, Work 302 1 Sink, Prep 0.5 0.5 1.5 1.5 302.1 1 Faucet, Wall Mount 0.5 0.5 303 1 1 Sink, Hand, Wall Mount 0.5 0.5 1.5 305 2 Mop Holder 400 1 Walk -In Cooler 401 1 Evaporator Coil, Cooler 402 1 Walk -In Freezer 403 1 Evaporator Coil, Cooler 404 1 Condenser Remote, Air -Cooled 405 1 Condenser Remote, Air -Cooled 505 1 Soda Rack 600 2 Underbar Ice Chest 1 0.5 601 1 2 Underbar Speed Rail 603 1 2 jUnderbar Liquor Display 604 1 Glasswasher 0.5 0.625 Verify with Vendor 605 3 Underbar Glass Rack 1 606 2 Underbar Handsink 0.5 0.5 1.5 608 1 Ice Maker w/ Bin 0.5 0.75 609 1 Underbar Ice Chest 0.5 609.1 1 Underbar Speed Rail 610 1 Cooler, Bottle 612 1 Refrigerator, Sandwich/Salad Prep 613 1 Back Bar Cooler 614 1 Froster/Chiller, Glass/Mug/Plate 615 1 Dispenser, Beer 0.5 616 1 Back Bar Cooler 617 1 Coffee Grinder Verify with Vendor 618 1 Espresso Machines, Automatic 0.375 1 1 Verify with Vendor 619 1 1 Coffee Grinder Verify with Vendor 620 1 Coffee Maker, Satellite System 0.25 Verify with Vendor 620 2 Trash Cans 621 1 Mixer, Drink 700 5 POS Low Voltage Required 701 7 Printer I ILow Voltage Required S1 1 Shelving, Wire S2 1 1 IShelving, Wire FOG 2.0 RER-DERM Hvdromechanical Grease Interceptor Required Information Tank No.1 Tank No. 2 Tank No. 3 Tank No.4 Capacity (gpm) 100gpm 100gpm FOG Load Capacity (lbs) at 99% Efficiency -- 2593.581bs. Manufacturer Schier Schier Model No. GB250 GB250 3rd Party Certifier (i.e., Pot, CSA, ASME) IAPMO to ASME IAPMP to ASME Interceptor Monitoring Alarm Model No. N/A N/A Interceptor Monitoring Device Model No. N/A N/ Solid Separator Make and Model /2X Striem CB-125-SFL DERM Construction Inspection Required Prior to Plumbing Final for all MunicipalFailure to secure DERM Construction Inspection will result in disapproval of Final Inspection by the Municipal Building Official, pursuant to Section 24.42-6, MDC Code. To schedule DERM construction inspection for Municipal projects please send an email to FOG®miamidade.gov, 24 hours prior to desired date. Provide DERM plans process M-number, complete address of the site, folio number, and contact person name and phone number. 1 NOTE ALL EQUIPMENT AND DRAIN SHALL BE INSTALL AS PER MANUFACTURE SPECIFICATION. NOTE ALL INDIRECT WASTE PIPING THAT EXCEEDS 30"IN DEVELOPED LENGTH MEASURED HORIZONTAL OR 54"IN TOTAL DEVELOPRED LENGTH, SHALL BE TRAPPED. INDIRECT WASTE SHALL BE INSTALL IN AGREEMENT WITH CHAPTER 8 PLUMBING BUILDING CODE. EXPRESSO DISP. BEER 701 , 621 .• MACHINE-1 "IW 6 9-D 771 701 COD 0 2.'I)' G J 77 61 `_J 6 0 61.31, G14 6i5 ,7_C g1G ?00 700 3_r,1 3C!2 ) -'t -, r --� 2 - � i -- _ � T _ I - / 2 COMPS, IFn il .... ... ... PROPOSED FCO 1 GW �I�� 2" PROPOSED i K3 III _J 3 CAFE/BAR AREA 3" / IW_1-1 2" M BIN GW // -- . GW G06 6 620 . IW_3�4" b2G 606 „ ( grit) ) 60. 605 E� oc 6G5 GG4 ? 60 60 { G 2"V I i I en, iLj `I IW 1 T 1/2„ - -GLASS --�ICE� -- -- - G - - G HSK _GLASS-.. ACK 941 RA1�2„ x ��RACK� - �ERM„IW� 1 2 -IGE �J �� ii'-ivd'v=r�� nucarF -T z )I HSK 1 3"FSK W/RESEAL HOST 2"FSK W/RESEAL TING AREA O PROPOSED SEATING AREA ��LIiII.nT� X1 I y i -J r 1 i I s i l 1. EXISTING ELECT. ROOM NEW 4 3" 4 G!N - MSK 18X18 OFFICE DESIGNATED WASH % q� DOWN AREA ATM P j FOR FLOOR MATS. s1 OUTDOOR SERVICE j COURTYARD i ii EX. 4"GW PEE SITE PLAN P1.00 FOR CONTINUATION G ' EX. 4"SAN ISEE SITE PLAN IP1.00 FOR (CONTINUATION EX. I EX, TWO WAY + TWO WAY FCO I FCO POC p EXIIING SE RMICE COFJIDOR 111 NEW 4" GW NEW 4" SS SS II 4KIWE1- _3/4" 7 KITCHEN J ' 3 COMP.SK 3 IW_1-1/2" _0 S =51 3" .... a. � d II' 1. CONTAINER. ` UNDER COUNTER CONTAINER CAPACITY 55 GALLONS VERTIC TANK - --MANUFACTURE: DURA-CAST PRODUCTS INC. BARREL TOPPER EMPTY FREQUENCY 30 DAYS. �, NO SUBJECT TO RAIN WATER. SANITARY FLOOR PLAN SCALE:1/4" PROPOSED CORRIDOR FCO ZL . NEW (2) 35 LBS CCOKING OIL JUGS STORED IN DRY STORAGE AND IN ORDERED AS REQUIRED JOB # 18-0909 Amarili Rodriguez, P.E. Licen Number 60236 ■engineering Inc anseasg 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Signatur Phone > 305 444 9809 > Mechanical > Eleciriral Fax > 305 444 9827 > Plumbing > Fire Protection Date 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi@tagdbi_com webstte:.-tagmis mi.com corporate license AAC 002228 Copyright Notes: These drawiltgs, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Florida. No pad thereof shall be copied, or used in connection with any work other than for the speck project for which they have been prepared without written consent of The Architects Group, Inc. LU Z_ cc Z M M w = M Z J "' w a(n 0 o z C Z w uu)) z aw .. •mmm Z•.•..... yJ X Q �U I< 0 0- J (n F_ M) W Z Z Q F- m M Z) i- LLI Q Z � J w (- F� Q ¢w uJ F" U) a `i 2 r w 0 W _; 01 a LL cJ DATE: JOB NO: DRAWN: AR -.. CHECKED: AR e. REVISIONS: OWNER CHANGES 1 12-21-18 RTC 2 01-24-19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: SANITARY AND GREASE FLOOR PLAN SHEET NUMBER: P1. 1 PROPOSED LOBBY HOST m a ,_ 0 a 0 0 I O a C9 ¢ In w 0 a a w z r z a a a on 0 0 0 I ro 21 0 c� N U N L Q T EXPRESSO COFFEE 62 MACHINE-1/2"' 615, MAKER-1/2 DISP. BEER 7C I 812 1(70G 6 44 615 700) F tr T PROPOSED 60=6 601 CAFE/BAR AREA IM/BIN 520 609.1 1/2"CW 620 603 600 6C5 6 00 609 I 608 6 05� 6C04 ING AREA c 0 /4"CW & HW ON 1/2"CW & HW ON 1/2-CW & HW SK HSK �) PREPARATIO 700 70C _ `--- �0i C3F t I - 2 COMP.$K t 1 HSK ,}. .. MS --____-- -- -- r L — — — — — — — —,J — ------ --- _ — -- 60 1/2-HWR -=, 603 600 f r 3 �i l ACCESSIBLE SOLENOID 6 f I }� a� VALVE FOR FIRE t l SUPPRESSION SYSTEM -- --- BELOW CEItING. 1 t I ;1 11' GLASS RACK U SR-ISK i1t OVEN OLASPROPOSEDG7 WASHEHW I 3' I I KITCHEN 1/2 HW - 1 7 " / s t 4 CW & h HW DIN r+- � � 143AMB NGE l 1y 14 z I ill I PROPOSED SEATING AREA i GRID 23 i160 M- Y 2 -c I r IROILEIR , , 0 MBTU 9 b 72 1 T , 6 -FRYER 104MBT11 4 COOKER 77.5 MBTU - 1 /2-CW ON 1 T2-CW & 3/4-HW DIN M -- WATER AND GAS FLOOR PLAN SCALE:1 /4" PROPOSED CORRIDOR u a i OUTDOOR SERVICE COURTYARD CW TOWM GAS PIPE SEE SITE PLAN P1.00 SEE SITE PLAN FOR CONTINUATION BEFORE CONTINUATION -it EXISTING 1 I �II ELECT. ROOM 14' 1 o ...... --- I-- =XISTING II SERVICE lj 1 'ORRIDOR 1 /2-CW & HW DN ( �MSK B 1 WATER HEATER BOVE MS - 8V, 30, 60 HZ, 9 KW — o 3 r__FFICE PROPOSED W LCi)4.. C 1 4 ; ,',rREDUCED PRESSURE ZONE ASSEMBLIES BFP SERIES WATT SERIES LF009. BACKFLOW PREVENTER REDUCED PRESSURE ZONE ASSEMBLIES MANUFACTURE -WATT LF 009 LEAD FREE SIZE-1-1 /4" WITH 2 IN LINE INDEPENDENT CHECK VALVE WITH INTERMEDIATE RELIEF VALVE THE ASSEMBLY SHALL MEET THE REQUIREMENTS OF USC ASSE STD. 1013, AWWA STD. C511, CSA B64. NOTE FAUCET FOR SINK, SERVICE SINK AND WALL HYDRANT MUST BE BACKFLOW PREVENTER. PROPOSED WATTS SERIES N9-CD OR SIMILAR. DISHWASHER SHALL BE PROTECTED OF THE POTABLE WATER SUPPLY AGAINST FLOW WITH AN INTEGRAL BACKFLOW PREVENTER OR SIMILAR ATMOSPHERIC VACUUM BREAKER DEVICE, PROPOSED SERIES 9D CONTRACTOR VERIFY THIS STANDARD WITH MANUFACTURE OTHERWISE PROTECTION MUST BE PROVIDED. DISHWASHER DISCHARGE SHALL BE PROTECTED OF BACKFLOW WITH A DISHWASHER AIR GAP DELTA FAUCET 72020-SS OR SIMILAR. EACH BEVERAGE. DISPENSER SHALL BE PROTECTED AGAIN BACKFLOW BY A BACKFLOW PREVENTER, PROPOSED DOUBLE CHECK DC W/V-ASSE 1022, SEE WATER ISOMETRIC FOR LOCATION AND MODEL. COFFEE MACHINE AND NON CARBONATE BEVERAGE DISPENSER SHALL BE PROTECTED AGAIN BACKFLOW WITH A DOUBLE CHECK DC W/V-ASSE 1022, SEE WATER ISOMETRIC FOR LOCATION AND MODEL. NOTE: CONTRACTOR SHALL VERIFY LOCATION & SIZE OF ALL EXISTING PIPE TO BE USED PRIOR TO BIDDING, ALSO SHALL MATCH THE SIZES THAT WE PROVIDED TO COMPLY FBC PLUMBING 2014. CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL TO COMPLETE INSTALLATION. COORDINATE MOUNTING WITH FIXTURE TYPE AND MANUFACTURER INSTALLATON RECOMENDATION ALL NEW FIXTURES AND FAUCET SHALL COMPLY WITH THE NEW MAXIMUM WATER CONSUMPTION FLOW RATE AND QUANTITY APPROVE FOR PLUMBING FIXTURES. NOTE TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AND APPROVED WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 OR CSA 8125.3. MAXIMUM TEMPERATURE_A VALVE WILL BE REJECT, IF AT ANY TIME DURING TEMPERATURE VARIATION TIME EXCEEDS 120 F. EACH VALVE MUST HAVE AND ADJUSTABLE AND LOCKABLE MEANS TO LIMIT THE SETTING OF THE DEVICE TO THE HOT POSITION. ALL HW WATER PIPES(HW & HWR) SHALL BE INSULATED ACCORDING SECTION 607.5. ALL HOT WATER SUPPLY PIPES SHALL BE IN COMPLIANCE WITH SECTION 607, MAXIMUM TEMPERATURE SUPPLY 120F JOB 18-0909 A rills Rodriguez, P.E. Li nseNumber60236 6359 ■engineering inc 0A2 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Englneenng Design. Signature Phone > 305 444 9809 > Mechanical > Electrical , Fax > 305 444 9827 > Plumbing > Fire Protection Date www arpe-engcom InteriorThe Architects GrOLI 't 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbt(otagdbi.c m webstte: w Aagmiami.aom corponste Ilc nse AAC 002228 Copyright Notice: These asw ngs, designs and Wens •e the properly ofThe Am htects Gra4. Irle and are protected under the copyright laws of Flaide. No pert thered shall be copie4 orused in m rhactm with awyw ita w to fortrespedtc pro od forwNdl trey have been pneWiedwMmut written consent of The Wilkes Grasp, Inc. Z_ 2 Z M � J 1"1_ co <w Q oX 0 C - Z z C � J < m U ` s � + ) e..... X.....� W . Z) U O ti m Z Z Z Q W EYM J Z Z LL C`1 w > cn ¢w C 0 cnUWT 0 N= w W z_ �< 0 o ¢ it m — !L > m � 0 DATE JOB NO. DRAWN: AR CHECKED:AR REVISIONS: RTC 3 03-18-19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: PLUMBING FLOOR PLAN SHEET NUMBER: EE1 i i .®2 TING AREA 3 _ a 0 a_ L 0 0 0 a _ Ld W K O S Q W Z S H Z ¢ Q O m O ` I 00 _a 0 CD - m U t u Q v t- PROPOSED SEATING AREA S; RACK � 701 1 /2"CW & HW ZESSION SYSTEM BELOW,-CFIILfNG. 1/2"CW DN Ctt 1 l) t r I 11� �1 tl PROPOSED KITCHEN \ ( /4"CW & HW DN l .Ou 1/2(("JJ It A7 � -- 1 /2"CW do I''II 3/4"HW ON y WATER AND GAS FLOOR PLAN SCALE:1 /4" �2 203 505 PROPOSED CORRIDOR I GAS PIPE SEE SITE PLAN BEFORE CONTINUATII EXISTING ELECT. ROOM I I.; 4 208V, 30, 60 HZ, 9 KW -- --C>a PROPOSED W.I.0 401 14"1 OUTDOOR SERVICE F— \ COURTYARD CW TO WM SEE SITE PLAN P1.00 FOR CONTINUATION EXISTING SERVICE CORRIDOR _i EDUCED PRESSURE ZONE ASSEMBLIES BFP SERIES WATT SERIES LF009. BACKFLOW PREVENTER REDUCED PRESSURE ZONE ASSEMBLIES MANUFACTURE -WATT LF 009 LEAD FREE _ SIZE- 1-1/4„ WITH 2 IN LINE INDEPENDENT CHECK VALVE WITH INTERMEDIATE RELIEF VALVE THE ASSEMBLY SHALL MEET THE REQUIREMENTS OF USC ASSE STD. 1013, AWWA STD. C511, CSA B64. NOTE FAUCET FOR SINK, SERVICE SINK AND WALL HYDRANT MUST BE BACKFLOW PREVENTER. PROPOSED WATTS SERIES Ng -CD OR SIMILAR. DISHWASHER SHALL BE PROTECTED OF THE POTABLE WATER SUPPLY AGAINST FLOW WITH AN INTEGRAL BACKFLOW PREVENTER OR SIMILAR ATMOSPHERIC VACUUM BREAKER DEVICE, PROPOSED SERIES 9D CONTRACTOR VERIFY THIS STANDARD WITH MANUFACTURE OTHERWISE PROTECTION MUST BE PROVIDED. DISHWASHER DISCHARGE SHALL BE PROTECTED OF BACKFLOW WITH A DISHWASHER AIR GAP DELTA FAUCET 72020-SS OR SIMILAR. EACH BEVERAGE DISPENSER SHALL BE PROTECTED AGAIN BACKFLOW BY A BACKFLOW PREVENTER, PROPOSED DOUBLE CHECK DC W/V-ASSE 1022, SEE WATER ISOMETRIC FOR LOCATION AND MODEL. COFFEE MACHINE AND NON CARBONATE BEVERAGE DISPENSER SHALL BE PROTECTED AGAIN BACKFLOW WITH A DOUBLE CHECK DC W/V-ASSE 1022, SEE WATER ISOMETRIC FOR LOCATION AND MODEL. NOTE: CONTRACTOR SHALL VERIFY LOCATION & SIZE OF ALL EXISTING PIPE TO BE USED PRIOR TO BIDDING, ALSO SHALL MATCH THE SIZES THAT WE PROVIDED TO COMPLY FBC PLUMBING 2014. CONTRACTOR SHALL PROVIDE LABOR AND MATERIAL TO COMPLETE INSTALLATION. COORDINATE MOUNTING WITH FIXTURE TYPE AND MANUFACTURER INSTALLATON RECOMENDATION ALL NEW FIXTURES AND FAUCET SHALL COMPLY WITH THE NEW MAXIMUM WATER CONSUMPTION FLOW RATE AND QUANTITY APPROVE FOR PLUMBING FIXTURES. NOTE TEMPERED WATER SHALL BE DELIVERED FROM LAVATORIES AND GROUP WASH FIXTURES LOCATED IN PUBLIC TOILET FACILITIES PROVIDED FOR CUSTOMERS, PATRONS AND VISITORS. TEMPERED WATER SHALL BE DELIVERED THROUGH AND APPROVED WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 OR CSA 8125.3. MAXIMUM TEMPERATURE_A VALVE WILL BE REJECT, IF AT ANY TIME DURING TEMPERATURE VARIATION TIME EXCEEDS 120 F. EACH VALVE MUST HAVE AND ADJUSTABLE AND LOCKABLE MEANS TO LIMIT THE SETTING OF THE DEVICE TO THE HOT POSITION. ALL HW WATER PIPES(HW & HWR) SHALL BE INSULATED ACCORDING SECTION 607.5. ALL HOT WATER SUPPLY PIPES SHALL BE IN COMPLIANCE WITH SECTION 607, MAXIMUM TEMPERATURE SUPPLY 120F JOB# 18-0909 Am lis Rodriguez, P.E. Lic rise Number60236 ■engineering Inc OA2 6359 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design Sign ture Phone > 305 444 9809 Mechanical > Electrical /� • �O Fax > 305 444 9827 -Plumbing > Fire P A,,bm Date �✓ !/ www arpe-enq. com 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi(Qtagdbi.c m webslte: www.tagmraml.com corporate llcense AAO 002228 CWNnght Notice: These dlawimp, designs and kiwaaefhepoporgdThe An Clap, Inc and are proteckd under the copyright laws of Florida. No parttweaf shell be m*d, or used in allrleclion with alywork ate ten for the specific poled ((which they have been plepeled wOW wnlien consent of The Architects Group, Inc. •••a• W uu •• Z...... • •••V•• • Z _� : M• •=I sl . .. . wLJ > ¢w a 0 �o N = w n Z z— z g w � o ¢_ J U M � Z_ V) W Q ~ =) W OQ U 0 0- J_ (n 0 F_ m Z Z Z Q W Otf F M D F_ Q Z J z w w i > rn ¢w a � �cnUWO w W � o z_ < Of a ¢ rn DATE: JOB NO: DRAWN: AR -. CHECKED: AR -. REVISIONS: __ Jl Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: PLUMBING FLOOR PLAN SHEET NUMBER: P1 .02 GREASE INTERCEPTOR SHOWN FOR REFERENCE ONLY, BY OTHERS UNDER SEPARATE PERMIT. PERMIT NUMBER: PLC10-17-2563. SAMPLING POINT MUST MEET THE FOLLOWING CRITERIA: DOUBLE SANITARY CROSS WITH A PVC -CAP ON THE BOTTOM OF THE VERTICAL AXIS TO CREATE THE SAMPLING SUMP AND A CLEANOUT CAP ON THE TOP. MINIMUM DIAMETER FOR THE VERTICAL 4", MINIMUM DEPTH OF THE SUMP IS 6". *THE SAMPLING POINT SHALL BE ACCESSIBLE AT ALL TIMES. MIN, OF 3FT HORZ. CLEARANCE & 4FT VERT. CLEARANCE SHALL BE PROVIDED* s�J 2 ��MP1�2f 1 ^�'1/G 6�A 1' TP IV- HSK 1,1/0' 1V' .ol-6� -" %' Ay 1�0 �,rGo Poi SANITARY IS[IMETRIC NTS FOG 2.0 RER—DERM Hydromechanical Grease Interceptor Required Information Tank No. 1 Tank No. 2 Tank No. 3 Tank No. 4 Capacity (gpm) 100gpm 100gpm FOG Load Capacity (Ibs) at 99% Efficiency 2593.581bs. Manufacturer Schier Schier Model No. GB250 GB250 3`d Party Certifier (i.e., PDI, CSA, ASME) IAPMO to ASME IAPMP to ASME Interceptor Monitoring Alarm Model No. NIA N/A Interceptor Monitoring Device Model No. N/A / Solid Separator Make and Model AX Striem CB-125-SFL DERM Construction Inspection Required Prior to Plumbing Final for all Municipal projects. Failure to secure DERM Construction Inspection will result in disapproval of Final Inspection by the Municipal Building Official, pursuant to section 24.42-6, MDC Code. To schedule DERM construction inspection for Municipal projects please send an email to FOG@miamidade.gov, 24 hours prior to desired date. Provide DERM plans process M-number, complete address of the site, folio number, and contact person name and phone number. ■iiiiiiiiiiiiiiiiiiiiiiiiiiiienglneering Inc 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Phone > 305 444 9809 > Mechanical > Electrical Fax > 305 444 9827 > Plumbing > Fire Protection wvvw.arDe-eno.com 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagtlbi@tagdbi.com website: www.tagmis mi.com corporate Itcense AAC 002228 Copyright Notice: These drawings, designs and ideas are the property of The Architects Group, Inc. and are protected under the copyright laws of Florida. No pad thereof shall be copied, or used in connection with any work other than far the specific project for which they have been prepared without written consent of The Architects Group, Inc. w Z ZW M UJ J Z W w ¢w K =o N W z z2 W O _¢ • • a 'R • z ease •• •••s • ®' ue•ee e• e v) .....e e Y •B•.• x ®G W u a F— a ~w OV I o IL -iC/) Z) F- m Z �Q Z Z Q F— co Z) J Zw \ Q W \\\\ -o o U) U No w w wm Z — ��// \\ o Q a LL / i s DATE: JOB NO: -.. DRAWN: Aix CHECKED:AR REVISIONS: �OWNER CHANGES 12-21-18 �RTC 01-24-19 I 18-0909 Rodriguez, P.E. Pedro P. Ramos, R.A. FL. Lie. 10590 SHEET TITLE: Number 60236 N C.A. 26359 SAN IATRY A ISOMETRIC Date SHEET NUMBER: P-2.Q1 e ae•ers • 0 ro N r I O N r 0 c 0 m 3 U 0 r a r z a m O cV 0- i CD to W Of 0 m a Q w z_ r z a a a m 0 rn 0 I ro d GREASE INTERCEPTOR SHOWN FOR REFERENCE ONLY, BY OTHERS UNDER SEPARATE PERMIT. PERMIT NUMBER: PLC10-17-2563. ,AMYLINU VUINI MUJI MLLI IHL FULLUWINU t:KIILKW DOUBLE SANITARY CROSS WITH A PVC -CAP ON THE BOTTOM OF THE VERTICAL AXIS TO CREATE THE SAMPLING SUMP AND A CLEANOUT CAP ON THE TOP. MINIMUM DIAMETER FOR THE VERTICAL 4", MINIMUM DEPTH OF THE SUMP IS 6". *THE SAMPLING POINT SHALL BE ACCESSIBLE AT ALL TIMES. MIN. OF 3FT HORZ. CLEARANCE & 4FT VERT. CLEARANCE SHALL BE PROVIDED* HSK 1.1/Zr I` - s�J 2 C IIt/ f I-01 60it t TIPI IOr6V AY\� I`O �FCO Poi �rdIRJ SANITARY ISOMETRIC NTS Required Information Tank No. 1 Tank No. 2 Tank No. 3 Tank No. 4 Capacity (gpm) 10ogpm I00gpm FOG Load Capacity (lbs) at 99% Efficiency - 2593.581bs. Manufacturer Schier Seiner Model No. GB250 GB250 3`a Party Certifier (i.e., PDI, CSA, ASME) IAPMO to ASME IAPMP to ASNIE Interceptor Monitoring Alarm Model No. N/A NIA Interceptor Monitoring Device Model No. N/A N/A Solid Separator Make and Model Striem AA-M # 18-0909 '® Ame Rodriguez, P.E. Licensnse Number 60236 ■engineering inc 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design Signature Phone > 305 444 9809 > Mechanical > Ele-ariral / r Fax > 305 444 9827 > Plumbing > Fire PnAecon Date www aroe-ena.com 8000 NW 7 Street, Sune 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbhQ agdbi.Com webslte: w Aoigmlaml.00m corporate license AAC 002228 CoVFIV Notice: Thme drewsga, deagra and Ideas we Ue Mpwly of The Ardllotls Croup, Inc. and we proud under se ibuVAM laws of Rinds. No pad tlereof shd be copied, or used In cmned wl wtlh M work osar than for the Vedk p gWforwhich Cwy have been prepared wlh ul written consent of The AmMeds &uW, Inc. W Z Z ZiJ M - J Z LL J _ > rn w 0 v O x z C G Z G w g U < _Q = "E V Z v ) X W Q ~ � W OQ U �n J_ (n m Z H Q Z Z Q W W ~ G`1 ` 7 LL W Q >n w U U) U w W � w ci _ r � 0f �N/ a I..L� \\ / 0 4 w DATE: JOB NO: - DRAWN:AR CHECKED: AR REVISIONS: OWNER CHANGES 1 12-21-18 Pedro P. Ramos, RA FL. Lic. 10590 SHEET TITLE: SANIATRY ISOMETRIC SHEET NUMBER: P-2.®1 .060 010 say GES51R 6,1,00 0 PG � �5j01t�G 50Po� GEIL 8E1 I 952'S� GAS GAS EQUIPMENT 88,000 BTU/HR OVEN_ GAS RANGE- 243,000 BTU/HR GAS GRID- 160,000 BTU/HR GAS BROILER- 80,000 BTU/HR GAS FRYER- 104,000 BTU/HR GAS COOKER- 77,500 BTU/HR TOTAL- 752,500 BTU/HR GAS 1. NOTES USE THE FLORIDA BUILDING CODE —FUEL 2017 GAS TABLE 402.4(2) TO DETERMINE PIPE SIZE FOR LOW PRESSURE. 2—INSIDE OF BUILDING USE SCHEDULE 40 METALLIC PIPE AND SHALL COMPLY WITH SECTION 403.4.1 THROUGH 403.4.4 FBC-2017 E omf 51Pj,18� I ' "6 k 2 1119" R 1 104 000j9TU 11,5 GAS ISOMETRIC NITS Ogg �E co t�1P E550 MPGRI�IE ARP PR ARP V'rv ere ,,11T 00UPSSEG1022 10 ISIT � WN 109Fr1 TOR 2 P GAS 51. REGU 10 HAI �y NO T TO- '•) ' 3k 011j GN 5"ioF 10 WATER ISOMETRC NITS TO 1 �RI CORREG -�"�ELO 5E -� OTRCPO I / - �6 4W5� I/a� G� L o9F 109P rl� 0 ° „ JOB# 18-0909 '© Amarilis Rodriguez, P.E. License Number 60236 C.A. 2GS6 ■engineering inc / 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineenng Design: Sign; Phone > 305 444 9809 > Mechanical > Electrical Fax > 305 444 9827 > Plumbing > Fire Protection Date www.arpe-enq. corn 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: 1agc1b1Qtsgc1b1.a m webslte: w Asigmlaml.00m corporate license AAC 002228 Copyright Notice: These dawNgs, designs and Ideas are the Mostly of The ArrNbc%pap, klc. and are protected under the copyright laws of Roddy No padttlueof shell be copied, or used in connection with any work other than lot His spelt Aactlet Oft they have been prepared without written consent of The Architects Grasp, Inc. UI FA so W rn Q W � N F W n Z Z — W U e 'tip • ...... •ate• W • m• = O U i Q mz zz QLLI m � ZU Z L W Q �w U �of N Mr wo U W W /r \` z < O � IL o Q m DATE: , JOB NO: DRANM: AR CHECKED:AR REVISIONS: RTC 3 03-18-19 Pedro P. Rams, R.A. FL. Lic. 10590 SHEET TITLE: WATER AND GAS ISOMETRICS SHEET NUMBER: P-2.02 s••u• u•a•• 010 s M 4 G�10R NR5 SU55fI BED 3 a ci w 0 rn z 0 N a CD Q M w of O cn Ir Q z z Q Q m 0 O n 0 D _ U t U a` s F- E 152yoo 952� bu .. pIPE TU , t hME 5 MB E 3 �2,, M ME p 261M6TU IPE 15 a"�EMB� IpE �2 j8t'S GRID 2 60 1 t GAS EQUIPMENT 88,000 BTU/HR 'AS OVEN_ -AS RANGE_ 243,000 BTU/HR 'AS GRID_ 160,000 BTU/HR .;AS BROILER_ 80,000 BTU/HR 3AS FRYER_ 104,000 BTU/HR 3AS COOKER_ 77,500 BTU/HR TOTAL— 752,500 BTU/HR ;AS NOTES 1. USE THE FLORIDA BUILDING CODE —FUEL 2017 GAS TABLE 402.4(2) TO DETERMINE PIPE SIZE FOR LOW PRESSURE. 2—INSIDE OF BUILDING USE SCHEDULE 40 METALLIC PIPE AND SHALL COMPLY WITH SECTION 403.4.1 THROUGH 403.4.4 FBC-2017 FK'210 I 104 MO C�M'of0 11,5 GAS ISOMETRIC N TS V",4W 50 MASER Goof 0A E550 MACOINC "* ESPR n 5F / U) / 12 a fcK l UA55E 102 w/VIB OG logFI'll \ 1/2 RE0U�1�RA1-� 2 PSG. oy, O Ifl,�' �0 9TU/�R G�pHjjcp 1JJJ0rrr ���i��I n wo, Ill t/2 t I •aFR FLI „ 24 D ,, ER .2� t ill 'WATER 5j2E TO , V00 RREGT GG /" /" ?1 i I 50 r I 10gF 120 j , /2 ll � I L i WATER ISOMETRC NTS 3P 3v 1 I \` tN�1ER BRA FI A �i 1' J �2 8LE G1022 3/4 �T A000 p AS SE 0G 0w lk WHA 1o9f •���II.6•kw5FULogr p yr i, log tNG rI i� 1 " a �09F , JOB 1118-0909 '® odriguez, P.E. A(ature Lieumber60236 ■®engineering inc . 26359 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design' Sig Phone > 305 444 9809 > Mechanical > Elecinwi Fax > 305 444 9827 > Plumbing > Fire Protection Date //(f wvnva rue -en a. cam 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail_ tagdbi(Otagdbi.o m webslte: w Aagmlaml.c m corporate license AAC 002228 Copyright Notce: These drawings, designs and ideas am the property d The Arthisels Crane, Inc. and are pdected under fre copyright laws of Fbkla. No pan tlereofshall be copied, or used in mnnecdon wib my work oiler than for the spedtc project for which flay have been prepared wdW written consent of The Architects Group, Inc. Z vJ W Q ~ � W O U 1 Q Ij U) m Z � Q Z Z W >V) U U) ti W N N `- C a 1..1� DATE JOB NO. DRAWN AR CHECKED:AR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: WATER AND GAS ISOMETRICS SHEET NUMBER: P-2.02 E 0- 0 r7 li i I O N v N c 0 o+ a U w 0 to r Of z a N O N rn w 0 In 5E a f- w z_ of z of a a 0 0 rn O d a 0 0 iE U a r SYSTEM SPECIFICATIONS 4" inlellouOets (No -Hub) Max flow rate: 100 GPM Max grease capacity: 2.593 Lbs Max solidslsediment rapacity 210 Gallons 99% Efficiency in Series per FOG 2.0 requirement NOTES T�h unit certified and listed by IAPMO to ASME 14.3 2. ow conase trol to be installedstandard first unit only. 3. For gravity drainage applications only - Do no use far pressure applications. 4. 3/8" thick seamless high density polyethylene walls. 5. Unit supplied with buat4n adspterts) for up to 6- of adyi stability. Additional risers) are also available for deeper burial depth. 6. Cover placement allows full access to tank for proper maintenance. 7. Vent not required unless per local code. S. Designed narrow footprint allows clearance through doorways and clown stairwells. 33-112- 9. Engineered inlet and outlet diffusers are removable to inspectUdean piping. 10. For a4he-0cor or buried applications. 11. Locate interceptor as close as possible to grease producing futures. 12. Integral Air Relief / Anti -siphon. 13, Three Outlet options for easy rough in Unit shipped with outlet diffuser in outlet -B•. DIFFUSION FLOW TECHNOLOGY The inlet drffuser sp1Os incoming effluent into two paths that utilize the entireliquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence. The e9Went enters the tank without disturbing the grease or sediment layers. The outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the tree outlets provided to ease johsite pipig layout; OPTIONS: • Teleglide field adjustable risers for extending covers to grade • High water anchor kit (set of 2) • Male ppe thread • 6' pipe connections • Highway rated (16,000 Ors) composite cover • Anchor kits interceptor (2) places 2-Way cleanout by others Top View and between units to be supplied by others interceptor (2) places by others Side View MODEL NUMBER: LAYOUT DETAIL: GB-250-2-Series- DESCRIPTION: SV-24-1_4 GREASE INTERCEPTOR SYSTEM LAYOUT WITH A (2) GB-250 GREASE INTERCEPTORS IN SERIES INSTALLATION, SV-24-1_4 PRO RE Aln PIN CpriOEHTLL DWG BY: DATE: REV: ECO: Per Florida Plumbing Code Section 1003.3.4, Using PDI G101 8.3.1 Interceptor size 1 minute drain Pipe Size (inches) Slope/Ft 1/8 in. (nominal) 4" 0.125 100gpm Information on this street should be accurate but has not been revised by Schier. There will be a final vetson by Schier corning out soon. Total Seats Meals Per Seat Total Meals Per Day TAKE OUT TOTAL 129 4 516 25 541 Production Values bV Meal Medium Grease Production High Grease Production Low Grease Production Coffee House, Pizza, Grocery Store (no fryer), Ice Cafeteria, Family Restaurant, Italian, Steak Sandwich Shop, Convenience Store, Fresh, Bar, Sushi Bar, Cream Parlor, Cafeteria (no food prep), Japanese, House,Bakery/Donut Shop, Chinese, Buffet, Delicatessen, Snack Bar, Frozen Yogurt, Hotel Breakfast Bar, Fast Food, Drive -In, Greek, Indian, Low Grease Mexican, Seafood, Fried Chicken, Grocery Residential Output FSE w/fr er Store w/fr er, Barbecue (A) No Flatware: (B) With Flatware: (C) No Flatware: (D) With Flatware: (E) No Flatware: (F) With Flatware: 0.005 bs./mea I 0.0065 Ibs./mea I 0.025 1 bs./mea 1 0.0325 Ibs./mea I 0.035 1 bs./mea I 0.0455 Ibs./mea I Meals or Customer Grease Production Days Per Grease Capacity Per Day X Per Day X Pump -Out Cycle = Needed in Lbs. 541 0.0455 90 2215 BROWN OIL 90 DAYS PUMP OUT CYCLE. GB250 2 100 Interceptors) ease Cap. in Lt 2593.58 (OPTIONAL N/A) SCHIER PRODUCTS 9500 Woodend Road Edwardsville. KS 66111 Tel: 800-927-7119 Fax:800-827-9664 wwwschierproducts.com SPECIFICATIONS 1. 4" inlet/outlet Sch. 40. Plain End(No-Hub) 2. Liquid capacity: 125 Gallons 3. Solids capacity: 70 Gallons 4. Unit weight w/std. covers: 130 lbs. 5. H2O rated pickable cast iron cover, 16,000 Ibs load. 6. Maximum operating temperature 140'F continuous. NOTES 1. For gravity drainage applications only. Do not use for pressure applications. 2. 3/8" thick seamless high density polyethylene tank. 3. Unit supplied with built-in adapter for up to 3" of adjustability. Additional riser(s) available for deeper burial depth. 4. Cover placement allows full access to tank for proper maintenance. 5. Designed narrow footprint allows clearance through doorways and down stairwells. 6. Diffuser is removable to inspect or clean piping. 7. For on the -floor or buried applications. ENGINEER SPECIFICATION GUIDE Striem Settler'n' Catch Basin model CB-125-SFL shall be lifetime guaranteed and made in USA of seamless, rotationally -molded High Density Polyethylene with a minimum 3/8" uniform wall thickness. Catch Basin shall be fumished for below grade installation with a H2O rated pickable cast iron cover with 16,000 lb load capacity. Catch Basin shall be provided with outlet and inlet connection. OPTIONS ❑ 6P - 6" Plain End SCH.40 Inlet / Outlet ❑ CC24 - Integral Membrane Clamping Collar Kit AK1 - High Water Anchor Kit PO f$ NONE ORDER IS NON -RETURNABLE Signature of Approval: Company: Date of Approval: Specifying Engineer: Engineering Finn: PROPNIETARY AND CdxF�EEMiML iNE INFdiMOiP]N UWiY,IEDW tXLS pUW1HG IGT,E96E R4lPEPiY CF LLC hW flFPF0.Y.LTJN IH PNR qI ASA Wl01£VA1N �iHENAn'1EM FEIUl34CN OF .YL.6 FOG 2.0 RER-DERM Hydromechanical Grease Interceptor FLOW TOP VIEW Open top InIeVOutlet Tie -down point for anchor kit SECTION "A -A" MODEL NUMBER: CB-125-SFL DESCRIPTION: SETTLER SERIES 125 GALLON LIQUID STORAGE CAPACITY POLYETHYLENE CATCH BASIN WITH H2O RATED PICKABLE CAST IRON COVER DWG BY: MJ DATE: 8/31/18 REV: 0 ECO: us colunds ISOMETRIC VIEW OUTLET END VIEW Striem S T R I E M 3100 Brinkerhoff Kansas City, KS 66115 Tel: 913-222-1500500 Fax: 913-291-W7 www.sMemco.com Matte in the U.S.A - -- - Required Information Tank No.1 Tank No. 2 Tank No. 3 Tank No. 4 Capacity (gpm) 100gpm 100gpm FOG Load Capacity (Ibs) at 99% Efficiency 2593.581bs. Manufacturer Schier Schier Model No. GB250 GB250 3`d Party Certifier (i.e., PDI, CSA, ASME) IAPMO to ASME IAPMP to ASME Interceptor Monitoring Alarm Model No. N/A N/A Interceptor Monitoring Device Model No. N/A / Solid Separator Make and Model 2 Striem CB-125-SFL DERM Construction Inspection Required Prior to Plumbing Final for all Municipal projects. Failure to secure DERM Construction Inspection will result in disapproval of Final Inspection by the Municipal Building Official, pursuant to Section 24.42-6, MDC Code. To schedule DERM construction inspection for Municipal projects please send an email to FOG@miamidade.gov, 24 hours prior to desired date. Provide DERM plans process M-number, complete address of the site, folio number, and contact person name and phone number. FW2.0 APPROVED Rdexf ' _ B TEST REPORT 5"01 ,.I PF O=drq c-ol f:'M'J-VSA 9€rA129 +6 ^'h: 90J 471.4 1(7J 1 fg, (D4 2172 A243 hnr: !'�tww axronl.crg Report Number: 1757-17013 Project Number: 28989 Report Issued: October 121, 2017 Client: Schier Products 9500 Woodend Rd. Edwardsville, KS 66111 Contact: Ben Brown Source of Samples: Samples were manufactured at the client's facility in Edwardsville, KS. The sample was witnessed tested by Dale E. Holloway of IAPMO R&T Lab. Samples are manufactured in good condition. Date of Testing: October 2", 2017 through October 111, 2017 Sample Description: HDPE Grease Interceptor. Model_ "GB-250-2 Series" (100 gpm) Refer to the manufacturers drawings and installation instructions for more detailed measurements and information. Scope of Testing: The above grease interceptor was Witnessed tested to meet the requirements of ASME At 12-14.3-2000 (Reaffirmed 2014) "Grease Interceptors", and GSA 6481.1-12 'Testing and rating of grease interceptors using lard". Conclusion: The "GB-250-2 Series" (100 gpm) Grease Interceptor DID COMPLY with the requirements of ASME A112.14.3-2000 (Reaffirmed 2014) for "Grease Interceptors and CSA B481.1-12 "Testing and rating of grease interceptors using lard". By the signature below, I certify that all the testing and preparation for this report was performed under direct supervision of IAPMO R&T Lab, unless otherwise stated. Witless tested and reported by, Dale E. Holloway, Regional Technical Manager IAPMO R&T Lab Aar ramw a sarva pink� writs rRperr � psrRvnaw? Y m COYInWOw; phi-! aipwwir a or"aw "%aa wRrarS [IwlrlleirR =Seca rrn odfanarkun, wr zuw Y ]InY CFIr Wjr R M3 141"'n MR Mi. ro CN 3LlAObGP OiFftl i•O a MY 9r w Or 20c, P- owfl, 'WIOr ar O O JdCR(Kd' pPOY.CrS 0" nM CN fAOIFv iION a aeNJ/a/COp re cq.V n phHa•R• t1Re MwRC lob ShNI MN 4i � wt•aM Arty eW d rIN 1'9P4/D Ri?U• Warn• W Ill• Sao praePwerr•nexp d M• tatPY n4>m/raC PraprG or sx•m• mrlsr INsr 0a aA� m, •nrly aY l4FV0 RA71 SAMPLING POINT MUST MEET THE FOLLOWING CRITERIA: DOUBLE SANITARY CROSS WITH A PVC -CAP ON THE BOTTOM OF THE VERTICAL AXIS TO CREATE THE SAMPLING SUMP AND A CLEANOUT CAP ON THE TOP. MINIMUM DIAMETER FOR THE VERTICAL 4", MINIMUM DEPTH OF THE SUMP IS 6". *THE SAMPLING POINT SHALL BE ACCESSIBLE AT ALL TIMES. MIN. OF 3FT HORZ. CLEARANCE & 4FT VERT. CLEARANCE SHALL BE PROVIDED* 4" CLEANC"T FLUSH PLL FINISHED 4x4x4x4 DOUI SANITARY TEE 3" SANIT/ LINE SAMPLING POINT DETAIL NEW SHEET ee ■�englneering Inc 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: SI nx Phone > 305 444 9809 > Mechanical > Electrical Fax > 305 444 9827 > Plumbing > Fire Pronedbn Date www.arpe-eno.com r 18-0909 > Rodriguez, P.E. Number60236/ C.A. 26359 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-01 50 F. 3 0 5 - 7 4 0 - 0 1 5 8 e-mail: tagdbi(gPtagdbi.com website: w Aagmiami.com corporate license A C 002228 Copyright Notice: These drawings, designs and ideas are the property of The kchilecls Group, Inc. and are protected under the copyright laws of Finite. No pad thereof shall be copied, or used in connection with any work other than "a speak project for which they have been prepared without written consent of The Architects Group, Inc. W Z cp . •.. • • Z 4�2 + •• •+ u•o•• e Q Ul••• a• • •^r•• N•=•e•• s• w rn• • auu• F Ui �• .••m C) �•� a • • •uu• V Z V1 W Q W 00U r Q o a- � M� W Z Q Z Z W ZUJ LU D� w w Q a w to U MO _ UJ 1 1 1 U O JJ Q LJ z- -2 i LL_ DATE: JOB NO: DRAWN: AR CHECKED:AR REVISIONS: OWNER CHANGES 12-21-18 18 RTC 2 01-24-19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: GREASE INTERCEPTOR CALCS. & DETAILS SHEET NUMBER: P-2.0 IN ft_ ZZ M M rZ O N D_ (D do w Cn ¢ Q LJ z z )a a a 0 0 CD - o I < m a SYSTEM SPFCrFIrATION 4" inleUoutlets (No -Hub) Max flow rate 100 GPM Max grease capacity: 2.593 Lbs Max solkislsedlnent capacity: 210 Gallons 99% Efficiency in series per FOG 2.0 requirement NOTES Tech unit certified and listed by IAPMO to ASME greaseinterceptor standard #A11214.3 2. Flow control to be installed in rust unit only. 3. For gravity drainage applications onty. Do not use for pressure applications. 4- 30 !flick seamless high density polyethylene walls. 5. Unit supplied with built-in adap"s) for up as F of adjustat>ility. Additional risers) arc also available for deeper burial depth 6. Cover placement allows full access to tank for proper maintenance. 7. Vent not required mesa per local code. oar fo tin[ allows clearance 8. through red parr thragh doorways and dawn stairwells. 33-112' S- Engineered inlet and outlet diffusers are removable to utepecticlean piping.. 10. For on -the -floor or buried applications. 11. Locate interceptor as close as possible to grease producing fixtures- 12. Integral Air Relief 1 Anti -siphon 13. Three outlet options for easy rough M. Unit shipped with outlet diffuser in outlet -B" . Dif ISIOr a FLOW T HNO O -Y The inset drtfirser splits incoming effluent into two paths that utfiize the entire liquid volume of the tank for efficiem grease separation. The calibrated openings greatly reduce effluent turbulence. The affluent enters the tank f ase s ntent 13 m without disturbingthe a or edi 9 Ye r cos onl effluent which s free of The outlet dtKuseado y - grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. OPTIONS: • Teteghde held adjustable nets for extending covers to grade High water anchor kit (set of 2) • Male pipe thread • 67 Pipe connections • Hfgrmary rated (MOM lbs) composite cover • Anchor kits 13-1,'2" interceptor (2) places 2-Way cleanaA by others (i of 4• inlet and outlet d, ' I II II 1 I II r fi 12" C C OO � 6 if 1 .JO" I , I p ill IQ !I I 1 it 4 9t _.;ill .l - '1 _u •(' �a LGB-250 grease Interceptor 42) places Top View and between units to be suppled oy others able adicater all units I I I t r I l I I I It _1 11 11 :I l l 2-Way deantxat= by others Side View MODEL NUMBER: LAYOUT DETAIL: GB-250-2-Series- DESCRIPTION: SV-24-L4 GREASE INTERCEPTOR SYSTEM LAYOUT WITH A (2) GB-250 GREASE INTERCEPTORS IN SERIES INSTALLATION, SV-24-L4 DATE: REV: Per Florida Plumbing Code Section 1003.3.4, Using PDI G101 8.3.1 Interceptor size 1 minute drain Pipe Size (inches) Slope/Ft 1/8 in. (nominal) 4" 0.125 100gpm Infomnation ort this sheet should be accurate but has not been revlsed by Schier. There wall be a final version by Solver caning 3out soon. Total Seats Meals Per Seat Total Meals Per Day TAKE OUT TOTAL 129 4 516 25 541 Pump -Out Cycle Production Values by Meal Type Medium Grease Production High Grease Production Low Grease Production Coffee House, Pizza, Grocery Store (no fryer), Ice Cafeteria, Family Restaurant, Italian, Steak Sandwich Shop, Convenience Store, Fresh, Bar, Sushi Bar, Cream Parlor, Cafeteria (no food prep), Japanese, House,Bakery/Donut Shop, Chinese, Buffet, Delicatessen, Snack Bar, Frozen Yogurt, Hotel Breakfast Bar, Fast Food, Drive -In, Greek, Indian, Low Grease Mexican, Seafood, Fried Chicken, Grocery Residential Output FSE w/fr er Store w/fr er,Barbecue (A) No Flatware: -[ (B) With Flatware: (C) No Flatware: (D) With Flatware: (E) No Flatware: (F) With Flatware: 0.005 1 bs./meal 0.0065 I bs./mea l 0.025 lbs./meal 0.0325 lbs./meal 0.035 1 bs./meal 0.0455 1 bs./mea l Meals or Customer Grease Production Days Per Grease Capacity Per Day X Per Day X Pump -Out Cyde = Needed in Lbs. - 541 0.0455 BROWN OIL 90 DAYS PUMP OUT CYCLE. SIZE 90 2215 Interceptor (s) 'WATER CAP) Quantity GPM Grease Cap. in Lbs. GB250 2 100 2593.58 (OPTIONAL NEA) SCHIER PRODUCTS P ,sm•q -n_ ivrty 9500 Woodland Road Edwardsville, KS 66111 Tel: 800-827-7119 Fax: 8W-027-9664 www.schieWoducts.com MODEL: AA-M MEDIUM BASKET -STYLE SOLIDS INTERCEPTOR TOP V;E'W HMM ORDER GUIDE PrQUIRED wlc=:� CE56dED DED-H 5P141 La.a O 3-1/2- INCLUDED _-->3-1f7-22" 1 O 12T_-3r 0 1 OPTIONS: 8R-24 - ADJUSTABLE RISER LR-24 - ADJUSTABLE RISER 3M - 3" MPT CONNECTIONS 4P - 4` PLAIN END CONNECTIONS 'x 4M - 4- MPT CONNECTIONS CC24 - MEMBRANE CLAMPING COLLAR KIT Signature of Approval: Company: Date of Approval: SECTION COFkW_Er qND uiGH IX1TL� I $I I 1 1 FILTER aaslrEr .. T'WwTEASFAf_ 1 l t}tf6' er'Y1:RT I 1 8-COPTIpILfLLGW OdJRET _ a.1 td-0RnONnk LON IM/EJtT AARDVARK` SERIES ISOMETPICVIEW ICE-WWN YUINr ' Fonmu,cNORKn STANDARD SPECS INNOVATIONS 11sinu°w2liIle basket otarlocks with Inlet: CONNECTIONS: Y SCH. 40 PLAIN END INLET!OUTLETS n avert45obds frorn swagrig basket_ LIQUID CAPACITY: < HIGH: 35GAL. LOW: 12 GAL UWFTT`w': Casket only fits in one orientation. .Jtt. SOLIDS CAPACITY:GAL. WEIGHT -._. `BS- Alf-pedorated basket: basket nerfaratio ns are more than 9 times inlet opening. creating easy INSTALLATION: ABOVE OR BELOW GRADE flaw rn the presence of sNids. and limiting the chance for a ttackup. SEWER GAS TRAP: 2" COVER LOAD CAPACITY: 2tb0 L6'S- =i lee' outlet: if used, it allows for a temwrary water surge facts a-s a reservoir). as MAX CONTINUOUS OPERATING TEMPERATURE: 1W well as keeps basket dry during mairsename. WALL T44ICKNESS: 3/9" ., Rlovalle traP:sewergas tratican befield- TANK MATERIAL: SEAMLESS HIGH DENSITY POLYETHYLENE installed on high or low outlet. SCREEN PERFORATIONS: 0.1- x 4.04' k, FWd adjsadaM®badcet hwadko: hmcFe ,m be extended for deeper burials. REINFORLINGCmum"s ENGINEER SPECIFICATION GUIDE Striem Aardvarkm solids interceptor model AA-M shall be lifetime guaranteed and made in the USA- Tank material shalt be polyethylene. Interceptor shall have removable, corrosion - resistaM filter basket. Interceptor shall be equipped with high and low outlet options. with a movable sewer gas trap to be located on either outlet: Interceptor shall be furnished for above -.or below -grade burial. Cover shall be water and gas tight with a minimum 2.000 lbs. load capacity. Specifying Engineer: 3100 Bnnkenc,44 Kansas C.rty. KS 66115 Engineering Firm: PROPRIETARY AND CONFIDENTIAL. THE INFORMATi0NCOhTARlttD tN THt517AAW➢PIG ISTHE SOLF PAO?ERTY DT 53RtEM, i LC. Ak: REPRODLCION tN PART OR A A W):OLE WITHOUT THE WRIT -EN PERMISSION OF STRIEM. LLC. M PRONISITEO. DATE: 111WIS FOG 2.0 RER-DERM Hvdromechanical Grease Interceptor PH Fit STPIEMCO.COM MADEINT14EU.S.A. - LIFETIME GUARANTEED \l Required Information Tank No. 1 Tank No. 2 Tank No. 3 Tank No. 4 Capacity(gpm) 100gPilt IDQgPm FOG Load Capacity (lbs) at 99% Efficiency - 2593.58(bs. Manufacturer Schier Schier Model No. GB250 GB250 3rd Party Certifier (i.e., PD), CSA, ASME) IAPMO to ASME IAPMP to ASME Interceptor Monitoring Alarm Model No. N/A N/A Interceptor Monitoring Device Model No. N.A N/A Solid Separator Make and Model Strienl AA-4f DERM Construction Inspection Required Prior to Plumbing Final for all Municipal Projects. Failure to secure DERM Construction Inspection will result in disapproval of Final Inspection by the Municipal Building official, pursuant to Section 24.42-6, MDC Code. To schedule DERM construction inspection for Municipal projects please send an email to FOG@miamidade.gov, 24 hours prior to desired date. Provide DERM plans process M-number, complete address of the site, folio number, and contact person name and phone number. TEST REPORT e r l` L1 n it 1'a.a J n. �r'.... r�lr:. ,.. - -) Report Number: 1757-17013 Project Number: 28989 Report Issued: October 12u'• 2017 Client: Schier Product 9500 Woodend Rd. Edwardsville, KS 66111 Contact: Ben Brown Source of Samples: Samples were manufactured at the clients facility in Edwardsville, KS. The Sample was witnessed tested by Dale E. Holloway of IAPMO R&T Lab. Samples are manufactured in good condition. Date of Testing: October 2"d, 2017 through October 11 m7 2017 Sample Description: HDPE Grease Interceptor. Model: "GB-250-2 Series" (100 gpm) Refer to the manufacturers drawings and installation instructions for more detailed measurements and information. Scope of Testing: The above grease interceptor was witnessed tested to meet the requirements of ASME A112.14.3-2000 (Reaffirmed 2014) -Grease Interceptors`, and CSA B481.1-12 -Testing and rating of grease interceptors using lard". Conclusion: The "GB-250-2 Series" (100 gpm) Grease Interceptor DID COMPLY with the requirements of ASME A112.14,3-2000 (Reaffirmed 2014) for "Grease Interceptors" and CSA B481.1-12 "Testing and rating of grease interceptors using lard". By the signature glow. I certify that all the testing and preparation for this report was performed under direct supervision of IAPMO R&T Lab, unless otherwise stated. Wiitrie`�s/�s ttejsted and reported by, +lf+sF Dale E Holloway, Regional Technical Manager IAPMO R&T Lab L1'!y�- iI.'W %BRA � �A.1-i1A RT'rR3 2PaR Ki5 AG .Nil-RYJ IDfDA' 01i CLS�MIYwRS QhR? SPSMM1PdWA ClLiPA� FIT{]d d/afGTS Q'INIW.Yi SYSi. Sri �FP4"ir.4llr'S r#.' 93rI,S ilr'J co%Diiu� dr .Kqs . D i, Crw. to " sgacr" taws w+ :esaY zlm are m#r'.9rrXA>m art" ouxW err e'akamaxv ors . W w 4wera [ro5ccri 0a, ew encase v .AY !s i1RRal.TO'1 rO COD¢ ? C>@"fAlt• tAa fapEl2. ifJL rRM aAro a PS iafd'p^.. 9AV ILfAarma NIPW RJT 1aP fAwN eV Db 3li w i]lM,iHV'ANar O1 fDa Him Il.9fwrai. pOC:K! Oar Sin Yy rtl'ff: tA�r Da M pP [`I�^' DI tYF1fD FgTLaD. SAMPLING POINT MUST MEET THE FOLLOWING CRITERIA: DOUBLE SANITARY CROSS WITH A PVC -CAP ON THE BOTTOM OF THE VERTICAL AXIS TO CREATE THE SAMPLING SUMP AND A CLEANOUT CAP ON THE TOP. MINIMUM DIAMETER FOR THE VERTICAL 4", MINIMUM DEPTH OF THE SUMP IS 6". *THE SAMPLING POINT SHALL BE ACCESSIBLE AT ALL TIMES. MIN. OF 3FT HORZ. CLEARANCE & 4FT VERT. CLEARANCE SHALL BE PROVIDED* 4" CLEANC- FLUSH PLL FINISHED 4x4x4x4 DOUI SANITARY TEE 3" SANITI LINE SAMPLING POINT DETAIL NEW SHEET JO # 18-0909 '® A rills Rodriguez, P.E. Lic nse Number 60236 ■Miengineering inic CA2 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineeringhanl D Elect Signature Phone > 305 444 9809 > Mechanical > Electrical 7 / Fax > 305 444 9827 > Plumbing > Elm Protection Date / www.aroe-encl.com 8000 NW 7 street, suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi M1agdbi.com webelte: www.tagmlaml.com corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas ale the prepay of The Archie Group, Inc. and are protected under the copyright Jim of Fblde. No pat thereof shall be copied, or used In connection with airy work other than fer the specific Volsci for which anal, have been prepared without written consent of Architects Group, Inc. UJ Z 2 M Z LL, uu w > co, ¢w C\1 it c � G N = H w m Z Z s • e w oG .. Ci s Z. •e•a•• • V®w�UbV s e VJ W Q ~ W = U OQ Q. J U) M� W Z � F. Z Z W M Z LuLL W > w C`t ¢ � N c Lu w A w z r� O N \ o ¢ EL 0 DATE: JOB NO: . -... DRAWN: AR CHECKED:AP. REVISIONS: OWNER CHANGES 12-21-18 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: GREASE INTERCEPTOR CALLS. & DETAILS SHEET NUMBER: P-2.0 1.0 0 12 00 I m 0 N w N U 0 rn 3 � a U F- w 0 in Q z Q O cV a_ 0 Q U-) w 0 V) a a w y Z_ of a _ a _ a mA 0 0) t o- G C y a PLUMBING GENERAL NOTES AND SPECIFICATIONS: PLUMBING LEGEND SYMBOLS AND ABBREVIATIONS 1. A. SCOPE OF WORK: - - - - - - V VENT THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE G GAS DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE TRAP SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO: SD STORM DRAIN 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS 2. SANITARY DRAIN AND VENT SYSTEMS - CW COLD WATER CW RESEAL ISO. 3. PLUMBING FIXTURES AND TRIM 4. PRESSURE & TEMPERATURE RELIEF AND PAN DRAIN S WASTE p� FROM WATER HEATER. I�.YTa S. PIPING INSULATION ROUND FD ISO. 3OLCWF COLD WATER FILTERED 6.SUPPORTS AND HANGERS - B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2017 SQUARE FD ISO. EDITION OF THE "FLORIDA BUILDING CODE" AND LOCAL ORDINANCES AND IN -- HW HOT WATER COMPLIANCE WITH THE "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING HWR HOT WATER RECIRCULATION CONSTRUCTION", AND "HRS" REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ♦ TOILET ISO. ANY CODE OR REGULATIONS, THE MORE STRINGENT REQUIREMENTS WILL GOVERN. POC POINT OF CONNECTION I 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEVATION AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. foci SOV SHUT-OFF VALVE I V VTR ISO. 3_ UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS J COMPOUND BEFORE COVERING CO CLEANOUT PLUG �I CAP 4. WATER -HAMMER ARRESTOS SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. WATER -HAMMER ARRESTORS SHALL WCO WALL CLEANOUT CLEANOUT CONFORM TO ASSE 1010. ACCESS SHALL BE PROVIDED TO WATER -HAMMER ARRESTORS. .41 5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS 1/2" LINE FROM THE NEAREST PLUMBING FIXTURE. WHA WATER HAMMER ARRESTOR 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS, FLOOR CLEANOUT T1 SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS I I AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED. ® 1/4"/FT. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC- 7. VALVE IN VERTICAL 7. WASTE LINES 3" OR MORE, SLOPE Q 1/8"/ FT. AND 2" AND UNDER, SLOPE GATE VALVE ISO. 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE ►I BWV BACKWATER VALVE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. SV SOLENOID VALVE CHECK VALVE ISO. CLEAN OUT LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. WALL CLEAN OUT ARROW INDICATES DIRECTION OF FLOW SHALL NOT BE SEEN FROM ANY LIVING SPACE ROOMS, THEY MUST BE LOCATED UNDER SINKS, LAVATORIES & CABINETS. HB HOSE BIBB AND TYPE CAP ISO. 9. VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH WITH LEAD. Tah6- 10. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING RPBP BACKFLOW PREVENTOR In FIXTURES FITTINGS SHALL BE IN ACCORDANCE WITH TABLE 604.4 F.B.C. 11. CONTRACTOR SHALL COORDINATE WITH OWNER AMOUNT & LOCATION OF HOSE WATER METER I WATER FIXTURE SUPPLY BIBBS PRIOR TO INSTALLATION. M GAS METER I 12.PIPING GR GAS REGULATOR A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE. Q FD FLOOR DRAIN B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION SLABS OR FSK FLOOR SINK MASONRY WALLS, CAULK OPENINGS BETWEEN PIPE AND SLEEVES. C. WHERE EXPOSED PIPES PASS THROUGH FLOORS, WALLS, OR CEILINGS, PROVIDE ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE T & P TEMPERATURE AND DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE PRESSURE RELIEF VALVE CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. D- LOCARQLLF F OPF ,,VALVES. AS PER FPC 606.1 j DIN PIPE DOWN F. LOEARY S FF VwES.S. / FPC 996.2 � e UP PIPE UP G SANIW , VEI0TS STOR I SHALL BE STANDARD WEIGHT CAST IRON NO -HUB L�R-C II TANDA)2DS WLTH,ySTAINLESS STEEL ONE-PIECE DP PIPE DROP NEOPRENE GASKETS. UNDER SLAB ING SHALL BE-6ASTIRON BELL AND GATE VALVE SPIGOT PIPING WITH NEOPRENE GASKETS; , OR A.B.I. "BEST" COUPLING. WHERE PERMITTED BY LOCAL AUTHORITY, APPROVED' PVC OR ABS PLASTIC PIPE AND FITTINGS, PER ASTM D2661-89 OR D2665-89, MAY BE USED. HEAT TRAP H. CONDENSATE DRAINS FROM AIR CONDITIONING"UNITS: "PVC" SCHEDULE 40 PIPE & FITTINGS. HW �CW INLET DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT OUTLET `UNION COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND PIPEWill / EXPANSION TANK ACCORDING TO ASTM B-42. TUBE ACCORDING TO ASTM B-88. ALTERNATE FOR tjf/ PRESSURE & TEMPERATURE UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. _ _ RELIEF VALVE F(ASME APPRVD.) STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM A120-68. UNION J. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B-88 BRONZE GATE VALVES. w K. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. 13.INSPECTIONS AND TESTS V�1" AIR GAP A. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS T � A DR VALVE COMPLY 3/4"RELIEF DISCHARGE HAVING JURISDICTION, AS THE WORK PROGRESSES. ALL SYSTEMS SlAL BE TEST EEEDDD BY l 005 LINE,TERMINATE 2"ABOVE CODE AND/OR LOCAL REGULATIONS. P� MPLY FIN. PAN. B. DRAINAGE PIPING: BEFORE INSTALLATION F ANY DRAINS, THE ENDS OF SYSTEMS Fr04.7 SHALL BE CAPPED AND ALL LINES FILLED SW,HE WATER TO THE HIGHEST �YO POINT AND ALLOWED TO STAND UNTIL INSFIECTION IS MADE BY AN OWNER 3/4"DR AN REPRESENTATIVE - - " - STERILIZE ALL WATER LIN S WITH A MIXTURE F TWO POUNDS F CHLORINATED 0 2 OU DS 0 LOR ED ( ) LIME TO EACH 1.000 GAL ONS OF WA+(OSPWQQOF AVAILABLE CHLORINE . PIPE( PIPE MIN INATED MIN AT " 6 A MSK. RETAIN MIXTURE IN PIPES448 HOURS THOROUGHLY WITH POTABLE WATER SEE PLABEFORE PLACING IN.SERVIC6a..e.. COMPLETE SYSTEM, F•JXTURES AND EQAL� BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION THE INSTALLAT.�IIR E TRIC WATER HEATER PIPING IX D. COMPLETE SYSTEM, FIXTU SANDEQUIPMENTS,-IA�,L BE GIVEN AN IN-SERVICE TEST �DIAGR AFTER COMPLETION OF TH LOCATE CHANNELS ON PANEL POINTS- 2' DEEP "Af• K��i*d,�.r .. • se BAR JOIST STRUCTURAL SUPPORT SYSTEM, ' PROVIDE 3/8' DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUTS CH END, ROUTE ROD FROM CHANNEL BELOW WATER HEATER UP TO FASTENERS (TYP. OF 4 0 0 3/4' PLYWOOD BELOW WATER HEATER DRAIN - PAN AS PLATFORM 2 x 3 CHANNEL P a ,Ae SEE WATER HEATER DETAIL FOR PIPING SPECIFICS WATER HEATER - MAXIMUM OF 50 GALLON CAPACITY. PROVIDE 2' CHANNELS WITM MIN 2 COATS OF RUSTPROOF PRIMER SPANNING BETWEEN THREADED RI TO SUPPORT WATER HEATER AND SAFEPAN. SAFEPAN DRAIN TO OBSERVABLE POINT a NTS NOTE TEMPERED WATER SHALL BE DELIVERED TO ALL FIXTURES THROUGH AND APPROVED WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 OR CSA 8125.3. MAXIMUM TEMPERATURE -A VALVE WILL BE REJECT, IF AT ANY TIME DURING TEMPERATURE VARIATION TIME EXCEEDS 120 F. EACH VALVE MUST HAVE AND ADJUSTABLE AND LOCKABLE MEANS TO LIMIT THE SETTING OF THE DEVICE TO THE HOT POSITION. ALL HW WATER PIPES(HW & HWR) SHALL BE INSULATED ACCORDING SECTION 607.5. ALL HOT WATER SUPPLY PIPES SHALL BE IN COMPLIANCE WITH SECTION 607, MAXIMUM TEMPERATURE SUPPLY 120F POTABLE WATER EXPANSION TANK MODEL WATTS DET-20Ml OR SIMILAR MAX. PRESSURE PSI-150 MAX. TEMP. F_2000 TANK VOLUME-GAL-8-5 AIR PRE -CHARGE PSI-20 DIAMETER-12.5" LENGHT-19.2" WEIGHT-15 LBS PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION FIXTURE UNITS HOT WATER COLD WATER TRAP REMARKS SK SINK 2 1/2" 1/2" 1 1/2" FD FLOOR DRAIN 2 - - - --- 2" W/PRIMER 1/2" FS FLOOR SINK 5 - - - --- 3" W/PRIMER 1/2" NOTE ALL FIXTURE SHALL BE TO COMPLY WITH MIAMI DADE COUNTY CODE SECTION 8-31 1) FIXTURES TO COMPLY WITH REFERENCE STANDARDS AS PER FBC 2017 PLUMBING SEC. 406 THROUGH 421. 2) RESIDENCIAL FIXTURES SHALL COMPLY WITH 2O17 FBC Section P2701. 3) ANTI -SCALD VALVE: ALL SHOWERS & BATH/SHOWER COMBINATIONS SHALL BE PROTECTED WITH A CONTROL VALVE OF THE PRESSURE BALANCE,THERMOSTSTIC MIXING OR COMBINATION TYPE SET. HANDLE POSITION STOPS PER MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 110' F. 4) ALL DRAINS Yo OR ABOVE SHOULD HAVE 1/8" SLOPE & BELOW 3"0 SHOULD HAVE 1/4" SLOPE. 5) ICE MAKERS, REFRIGERATORS & DRINKING FOUNTAINS TO BE IN LINE BACKFLOW DEVICE & FILTER. 6) DISHWASHING MACHINES SHALL CONFORM TO ASSE 1004 AND NSF3. WATER SUPPLY SHALL BE PROTECTED WITH AN BACKFLOW DEVICE AND PROVIDE INDIRECT WASTE W/AN AIR BREAK. 7) ALL HOT WATER LINES MUST BE INSULATED PROVIDE TEST TEE COLUMN OR PARTITION WITH SCREWED COUNTER- AS SHOWN ON FLOOR PLAN SUNK ABS PLASTIC PLUG: CLEANOUT FACE SHALL TAPERED -THREAD WITH BE WITHIN 4" OF WALL TEE JOINT COMPOUND. SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. • A p CONCRETE FLOOR __�j SLAB mom PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL N.T.S. "A_III "A-MII Ilp_lu "B-211 IIB-111 11CA-111 4•�F1 "C-211 1'r-111 f� L U.L. NO. U.L.MNO. U.L.VNO. UIV. NO. I NO. U.L. NO. C-AJ-1106 C-AJ-203S C-AJ-II46 C-AJ-1146 F-5-1003 Tff Lq F-A-200S MASONRY WALL POURED INPLACE CONCRETE USE PROSET 11FIRESTOP PENETRATORS". U.L. CLASSIFIED IN THE BUILDING MATERIALS DIRECTORY, TESTED BY ASTM E-814. USE FOR ALL APPLICABLE PIPE PENETRATIONS THROUGH FIRE RATED FLOORS, WALLS OR FLOOR/CEILING ASSEMBLIES IN ACCORDANCE WITH THE MANUF. INSTRUCTIONS. A. SYSTEM "A" PENETRATORS FOR WATER LINES, HEATING AND COOLING LINES, FIRE STANDPIPE AND SPRINKLER LINES, TEMPERATURE CONTROL, ACID WASTE GLA55 PIPE AND ELECTRIC AND COMMUNICATION CONDUIT PENETRATING FLOORS OR WALLS. B. SYSTEM 11B" PENETRATORS FOR CAST IRON DWV PIPES FOR STACKS AND DRAINS PENETRATING FLOORS OR WALLS. C. SYSTEM 11C" PENETRATORS FOR PLASTIC DWV PIPES FOR STACKS AND DRAINS PENETRATING FLOORS OR WALLS. CA. SYSTEM "CA" PENETRATORS FOR POLYPROPYLENE ACID WASTE PIPE PENETRATING FLOORS OR WALLS. 1. CAST -IN -COUPLING PENETRATORS FOR POURED -IN -PLACE CONCRETE ON STEEL OR WOOD FORMS IN FLOORS OR WALLS. 2. CORED HOLE COUPLING PENETRATORS FOR CORED HOLES THROUGH PRECAST OR EXISTING CONCRETE IN FLOORS OR WALLS. 3. SPLIT WALL SLEEVE PENETRATORS FOR PIPES PASSING THROUGH GYPSUM WALLS OR FLOOR / CEILING ASSEMBLIES. 4. SLIP FLANGE CM COUPLING FOR POURED -IN -PLACE CONCRETE ON CORRUGATED METAL DECK. "A_4" nB-411 "13-4" eC-4" uC-1" uB-1" CORRUGATED METAL DECK U.L. NO. I NO. F-A-1003 I F-15-2002 POU RED RED if ^'a1." I INPLACE 'i..,:r_ -.', CONCRETE U.L. NO. W-L-1038 1 a5_111 U.L. NO. C-AJ-1146 Inr_111 U.L. NO. W-J-2010 J"A-211 U.L. NO. W-L-1038 "A_311 U L. NO. W-L-1038 11/ A" U.L. NO. W-J-2010 GYPSUM WALL U.L. NO. U.L. NO. U.L. NO. U.L. NO. C-AJ-1106 C-AJ-1146 F-A-2006 C-Ai-1146 FIRESTOP PENETRATOR DETAILS -iBPfliD MU WE (Mip NOT 70 Exam 110)10- CLM Kqw (�3 11i1O106TA11C AIM VALW -LAMER rope am WD wh7m WRY L N HN MAIM WVLY ICE MIXING VALVE DETAIL NOT 710 eca.E ECIRCULATION PUMP SCHEDULE MODEL: GRUNFOS UP-15-42B5/T RECIRCULATOR PUMP 1/25 HP RECIRCULATOR PUMP FLOW RANGE:0-17 U.S.GPM HEAD RANGE:0-15.5 FEET MOTOR 2 POLE, SINGLE PHASE, 115 VOLT MAX. FLUID TEMPERATURE-220OF MIN. FLUID TEMPERATURE_360F MAX. WORKING PRESSURE-145 PSI 2 GASKET INCLUDED OPTIONAL GRUNDFOS 599388 24 HR PROGAMMABLE TIMER CLOCK, INDOOR WORK NO SCALE JOB # 18-0909 '® Am rills Rodriguez, P.E. seLic nNumber60236 ■engineering inc j CA 26359 2020 Ponce De Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Sign ture / Phone > 305 444 9809 > Mechanical > Eiectrcal G /d Fax > 305 444 9827 > Plumbag > FireProtemon Date 6 ww,, arpe-eng. com 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi(Eprtagdbi.c websits: w Aagmiaml.com corporate Oceese AAC 002228 Ideas ae One wpefyThe Amvjxb Grew hie. and are ploWW under the wplmlght laws of j Fkrlda. No pat gl Wslid be copied, or used In oa wbi wth any work oflo don Per the wft R*d lerwhich they have been plepa id wigroW written wnsent of The Architects Getup, Inc. . e ...... • z•••••. "`oo• • ' Z® w•.-r .e••e• • <• .. . ••••e• > rn w v C`t c p N = W UJ H � J - U V Z F_'^ ' U) X F_ ::) U I ^Q -1 m Z F- Q Z Z Q F- F F- < -, U w U w \\ / DATE: i JOB NO: - DRANM:AR CHECKED: AR REVISIONS: Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: PLUMBING SCHEDULES AND DETAILS SHEET NUMBER: P-3.01 ...... . ...... ..... ... .... ..... ........ ...... . .... ...... .. . . Project Insp I RECEIVED -- NOV 6 Z0118 Qwf+, m �0) u C 0 0 �> I err., W-0-0l 5 CC �8-35►� PERMIT #: MIAMI SHORES VILLAGE APPROVED By DATE ZONING STRUCTURAL ELECTRICAL00 /ZIP tC� PLUMS �� C SUBJECT TO CIDWONOWNITH ALL NOWL STATE ANO C y RUL" AND REGULATIOW 0001035446 4J