Loading...
REV-19-1205 PLANSA WN 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. NEW DINING LAYOUT. PREVIOUS OCCUPANCY M RCANTILE NEW INTERIOR FINISHES. NEW ELECTRICAL, PLUMBING AND HVAC DISTRIBUTION WITHIN SPACE. NO STRUCTURAL WORK. OCCUPANT LOAD: FUNCTION AREA S.F. LOAD FACTOR ALLOWED PER PERSON AS PER OCCUPANT LOAD (FBC TABLE 1004.1.1) OF SPACE (GROSS) FBC SIXTH EDITION TABLE 1004.1.1 KITCHEN 744 100 SF / P 8 SEATING 1,050 15 SF / P ASSEMBLY 70 INTERIOR IMTHOUr FIXED SEATS-UNCONCENTRATED SEATING 615 15 SF / P ASSEMBLY 41 EXTERIOR WITHOUT FIXED SEATS-UNCONCENTRATED WAITING 89 3 SF / P ASSEMBLY WAITING 30 STORAGE 206 300 SF / P 1 4 TOTAL OCCUPANCY LOAD: 160 OCCUPANTS w w wr w �.� v RESTROOM DATA (table 403.1 FLORIDA Building Code 6th Edition - Plumbing): ASSEMBLY USE - A2 OCCUPANCY WATER CLOSET URINAL LAVATORIES DRINKING FTN. SERVICE SINK MALE I FEMALE MALE MALE I FEMALE 1 PER 75 N/A 1 PER 200 N/A 1 REQUIRED 1 1 0 PROVIDED 1 1 0 1 1 NOTE 1 1 TOTAL OCCUPANCY= 150OCCUPANTS 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 SHIFTS PER D Y) 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 S IN ER EXITS REQUIRED 2 2 FIRE ALARM NONE N/A EGRESSWIDTH 150x07=30" 102" FULLY MONITORED NONE N/A BUILDING CODE ANALYSIS APPLICABLE BUILDING CODES • 2017 FLORIDA BUILDING CODE (FBC) SIXTH EDITION APPLICABLE CODES: ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE • 2017 FLORIDA MECHANICAL CODE (FBC) SIXTH EDITION PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL • 2017 FLORIDA ELECTRICAL CODE (FBC) SIXTH EDITION APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES • 2017 FLORIDA PLUMBING CODE (FBC) SIXTH EDITION INVOLVED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF • ASCE 7 THE WORK SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. • AMERICAN WITH DISABILITIES ACT (ADA) • FLORIDA ACCESSIBILITY CODE (FBC CHAPTER 11) • FLORIDA FIRE PREVENTION CODE (SIXTH EDITION) INCLUDING: THESE PLANS ARE IN COMPLIANCE WITH CHAPTER 456 OF THE FLORIDA BUILDING CODE. •• NFPA 101 SAFETY CODE (2012 WITH FLORIDA AMENDMENT) •• NFPA 1 UNIFORM FIRE CODE (2012 WITH FLORIDA AMENDMENT) • LOCAL CODES. E N FBC TABLE 803.5 FLAME SPREAD RATING FOR INT. WALL FINISHES FBC TABLE 601 FIRE RESISTIVE RATINGS FOR BUILDING M BUILDING IS CONSTRUCTION TYPE III (B) - NOT SPRINKLERED. ALL PROPOSED if0 OCCUPANCY - ASSEMBLY (GROUP A-2). NOT SPRINKLERED WORK TO COMPLY WITH THESE REQUIREMENTS. 1 O EXIT PASSAGEWAYS & ENCLOSURES CLASS B FIRE EXTINGUISHER REQUIREMENT 04 CORRIDORS CLASS B REQUIRED: (1) 5 LB ABC TYPE EXTINGUISHER PER EVERY 2,500 S.F. NOT TO EXCEED 75 FT OF TRAVEL. MOUNTED 60" A.F.F. MAX HEIGHT (TOP) O ROOMS AND ENCLOSED SPACES CLASS C (�1 PROVIDED: SEE LIFE SAFETY PLAN a ALL FLOOR FINISHES TO BE CLASS I OR II FLAME SPREAD AND SMOKE DEVELOPED INDEXES ALTERATION LEVEL PER EXISTING BUILDING (FBC) SIXTH EDITION tT INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE 3 WITH ASTM E-84. SUCH INTERIOR FINISH MATERIAL SHALL BE GROUPED IN THE v FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE 505.1 SCOPE, LEVEL 3 ALTERATIONS APPLY WHERE THE WORK AREA EXCEEDS 50 PERCENT OF THE -DEVELOPED INDEXES. V) BUILDING AREA. CLASS A: FLAME SPREAD 0-25; SMOKE DEVELOPED 0-450. L 505.2 APPLICATION. LEVEL 3 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 _ OAND 8 FOR LEVEL 1 AND 2 ALTERATIONS, RESPECTIVELY, AS WELL AS THE PROVISIONS OF CHAPTER CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450. U 9. I CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450. O a COMPLIANCE METHOD SIGNAGE O WORK AREA COMPLIANCE METHOD PER FBC-EXISTING BUILDING 301.1.2 SIGNAGE BY OTHERS UNDER SEPARATE PERMIT. VVILL BE USED. 00 N SYMBOLS U.N.O. UNLESS NOTED OTHERWISE N lJ - - - - B ®L V NEW PARTITION, SEE FLOOR PLAN AND d WALL TYPE FOR MORE INFORMATION N DRAWING NUMBER NEW LOAD BEARING WALL, SEE Q STRUCTURAL DRAWINGS 1/A1.02 SHEET NUMBER MATCH LINE: MATCH LINE7777���-77���� EXISTING WALL/PARTITION TO REMAIN, SEE REFERS TO L1L11LGLLL FLOOR PLAN N CONTINUATION VA101 lal OF DRAWINGS ® EXISTING STRUCTURAL COLUMN TO REMAIN, Z DRAWING SEE FLOOR PLAN SECTION 0 NUMBER _ EXISTING ELEMENT TO BE DEMOLISHED 0 SYMBOL A0.00 SHEETNUMBER 00 OJ ❑ KEY NOTE, SEE KEY NOTE LEGEND FOR I DRAWING 00 DEFINITION, LOCATED ON RESPECTIVE d NUMBER SHEET ENLARGED c DETAIL AO 00 SHEET NUMBER FINISH KEY, SEE FINISH SCHEDULE FOR X-00 0 DEFINITION ON SHEET A0.03 :3 PLAN SYMBOL DRAWING N O EQUIPMENT KEY, SEE EQUIPMENT NUMBER ELEVATION 1 SCHEDULE FOR DEFINITION ON SHEET A1.03 SYMBOL A0.00 SHEET NUMBER WALL C NUMBNUMBER TYPE C ABBREVIATIONS 0 O WALL TYPE E SYMBOL AFF ABOVE FINISHED FLOOR ANT. INTERIOR I ALUM. ALUMINUM K.E.C. KITCHEN EQUIP. CONTRACTOR REVISION NUMIBERN BV BALL VALVE (FULL PORT) L.L. LANDLORD O DELTA NUMBER I ELEVATION IN B.O. BOTTOM OF MC MECHANICAL CONTRACTOR 00 REFERENCE TO C. CONDUIT (N) NEW EL.O'-0"A.F.F. FINISH FLOOR ELEVATION TAG CO CONDUIT ONLY NIC NOT IN CONTRACT 1-1 SYMBOL CW COLD WATER NTS NOT TO SCALE N IS REFETTAG .� IS REFERING TO (E) EXISTING CA OUTSIDE AIR . EC ELECTRICAL CONTRACTOR O.C. ON CENTER o EXISTING NEW ELEVATION ly GRADE/PAVING d ELEVATION p CONDITION EWH ELECTRICAL WATER HEATER PC PLUMBING CONTRACTOR ELEVATION' WITH REF. WITH EXT. EXTERIOR RAR. RETURN AIR REGISTER N.G.V.D. REFERENCE TO a N.G.V.D. FOF FACE OF FINISH R.I.H. ROUGH -IN HEIGHT REFER TO FOS FACE OF STUD S.S. STAINLESS STEEL U DOOR F.S. FLOOR SINK STL. STEEL SCHEDULE FOR r DOOR XX -. - DEFINITION G.C. GENERAL CONTRACTOR STRUCT. STRUCTURE, STRUCTURAL IDENTIFICATION H.W. HOT WATER T.O. TOP OF SYMBOL ID INDIRECT DRAIN WOO WASTE CLEAN OUT yU Q 12111 iq�i iiiii �� NMffjNLg AT 9801 NE 2nd AVENUE MIAMI SHORES, FLORIDA 33138 PROJECT DIRECTORY JURISDICTIONAL AUTHORITIES OWNER/TENANT ARCHITECT PLANNING/ZONING/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 41 ST STREET MIAMI SHORES, FLORIDA 33138 305.740.0150 305.756.8972 MIAMI, FLORIDA 3317 305.740.0158 FAX 305.756.972 FAX PEDRO P. RAMOS, R.A. LANDLORD MECHANICAL, PLUMBING, ELECTRICAL PUBLIC SERVICES I 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. TRUCTURAL 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 � m e ' 1NE 9S 00 i 4 � r Iw z - w z z LLI C N 4 rA W .,/"� �PJ16(� �. / ✓n� ,,',..a W� NE 98th STREET SHEET INDEX ARCHITECTURE MECHANICAL A0.01 COVER SHEET M1.01 MECHANICAL FLOOR & ROOF PLAN AO.02 GENERALNOTES M2.01 MECHANIC AL 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 El.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 LSI.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 FS4 PLUMBING CONNECTION P2.01 SANITARY ISOMETRIC HOODS P2.02 WATER AND GAS ISOMETRIC P3.01 PLUMBING SCHEDULES AND DETAILS Sheet 1 HOHOOD PLAN AND DETAILS Sheet 2 OD 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 A0.01,A1.01 REV.2 03.18.19 REVISION A0.01, A1.01, A5.01, A6.01, LS1.01 REV.3 03.25.19 REVISION AO.01, A1.01, A1.02, A1.03, A1.04, A2.01, A5.01, 1_51.01 C3 L/U y CV W UJJ CASH REGISTER / POS SYSTEM DINING TABLES, CHAIRS & BARSTOOLS • RMIT • DINING BAR TOP SECURITY CAMERAS & SYSTEM MIAMI 5HORE5 VILLAGE 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 STRUCTURAL - WATER PIPING WITHIN SPACE VENT PIPING WATER METER 9 HVAC SYSTEM - EXHAUST HOOD & FAN - EXHAUST DUCTING - MAKE-UP AIR UNIT • - EXHAUST DUCT LEAK TEST - ROOFTOP UNIT -SUPPLY& RETURN DUCTS WITHIN SPACE AECHANICAL ELECTRICAL SYSTEM (EXCEPT AS NOTED) - ELECT. SERVICE TO MAIN DISCONNECT - MAIN DISCONNECT TO SERVE SPACE - CONDUCTOR TO DISCONNECT -ELECTRICAL METER e - MAIN CONDUIT TO SPACE SUBJECT TO COMPLIANCE WITH ALL FED L - MAIN CONDUCTOR TO SPACE 0 I NS - DISTRIBUTION PANEL(S) WITHIN SPACE DECORATIVE LIGHT FIXTURES ELECTRICAL DISTRIBUTION TO SPACE TELEPHONE & DATA WIRING SYSTEM (& I I REMARKS: (I� 8000 NVV 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5 - 7 4 0 - 0 1 5 0 F. 305-740-0158 e-mail: tagdbiatagdbi.com webaite: w Aagmiamicom 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 connection with any work other than for the specific project for which they have been prepared without written consent of The Architects Group;;hc._ - u, J ve Z 2 Zw LU M w w ¢w Q a O c N C w fn z `J Z V` � w J \ m U Z W X W Q =U I< 10 I..1.. J (n D F_ m Z Z Z W M D Z J Z u, � Q W cO UJ WQ N T LU (1) O �/ EL W > oQ 00 0-� lOR i 2 , Of F �\ ROC i059U 6�•wJ �'S7 �C RED DATE SUBMITTED TO SLOG. DEPT.: 10.26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: 1 REVISION 01.18.19 2 BZ REVISION 03.18.19 4 REVISION TO FERMI! 04.05.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: COVER SHEET SHEET NUMBER A0.01 m .0 F I it Taft a r� M to I rn 0 N M 0 C rn s v �i .a 0 z a N c d ca I N 0 a I 0 I r 0 L s a c N w z 0 00 w I c 0 N m c c 0 0 E I 0 I n 0 0 U 0 a w 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 T / 0 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 QU RY 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 WITH CONTACT W i 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 0 HER CORRECTNESS. NO EXTRA H C ARGE OR COMPENSATION SHA LL 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 APPROVALF 0 ARCHITECT UNLESS NOTED. D 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 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. 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. The Archilecls Grou. interiordesign 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 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 Architects Group, Inc. and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in connection with an Y work other than for thespecific project for which they have been prepared without written consent of The Architects Group- Inc. - r 1 W • • e TZ e• e z M M w Z M Z LL LL LL a w a 0 c N C z G w0) Z� w J o Q U rn � V z_ U) X W ~ W 00 In ® a _ J_ U) D m z Z Z m �- w M M � Z ZLL LL Q aw U)04 = o U U „, w W w� C\I Z Of ��// � \\ 00 Q a LL / rn i R 0010590 ' OF A D- DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOB NO'. 1817-01 DRAWN. JADT CHECKED:PR REVISIONS: F ro P. Ramos, R.. Lic. 1059HEET TITLE: GENERAL NOTES SHEET NUMBER: A0.02 , ••w•se m g M M 1 rn 0 N O W CONC. FILLED 6" DIA. GALV. STEEL PIPE BOLLARD PAINTED WITH 2 COATS OF YELLOW TRAFFIC PAINT K-RATING FOR CRASH RATING OBSTACLE K4-RESIDENTIAL SPEED 30MPH 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"= V-0" NORTH (1) 01 SITE PLAN SCALE: 3/32" = V-0" interiorThe Architects Grou 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 58 e-mail: tagdbi(0tagdbi.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 Flonda. No pat thereof shall be copied, or used in connection with any work other than for the specific project for which they have been prepared wlthol n written consent of T^e Architects Group, Inc. We..... Za.. • m T •• s o �i1s o 00 ZW M z M Z 'I W W Q W Of Q O N = ~ Z Z 2 W V on Z v / X W I— I_ =U OQ �n �U) M� � W Z Z Z ryLU N F ro I Z W W Q W c O F N U W U) W 1 1 � < Z— O 1�. g \\ 00 a a ti / 00 2 I AR .c OF +iFD %"Y 1 a a.... DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS, 2 REVISION 02.28.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: SITE PLAN SHEET NUMBER: A0.03 i Fz 0 0 I M 0 N rn O Q 3 v c C a L O 0 O a 0 a 1 I 0 I I" 00 N J a v c N w z 0 00 DO I c 0 0 a a1 C c 0 0 I 0 I ao N U d 0 o- FLOOR PLAN LEGEND: 01 02 03 04 05 O6 07 OS 09 10 11 12 13 14 15 16 vv EXISTING LANDLORD'S CMU WALL ASSEMBLY, NO ALTERATIONS, SEE INTERIOR ELEVATIONS FOR FINISHES. EXISTING STOREFRONT DOORS AND WINDOWS TO REMAIN, NEW 42" HIGH LOW WALL AND STOREFRONT SYSTEM ABOVE. SEE INTERIOR ELEVATIONS. NEW 30"x48" CLEAR FLOOR SPACE FOR ACCESSIBLE NEW 2HR. FIRE RATED WALL, SEE DETAIL A/A1.01. G.C. TO RESTORE FIRE RATING IF ANY DAMAGE OCCURS DURING THE CONSTRUCTION PROCESS. NEW 3"x3"x48"x10 GA. TYPE 304 S.S. CORNER GUARDS WITH COUNTER SUNK S.S. SCREWS, TYPICAL AT ALL EXPOSED CORNERS IN KITCHEN. NEW ELECTRICAL PANELS, SEE MEP DWGs. NEW METAL COLUMNS WITH WOOD SHELF AT 42" A.F.F., DECORATIVE SCREEN BELOW SHELF AND ABOVE 8 FT. NEW 42" A.F.F HIGH EATING/ DRINKING COUNTER. NEW 36" WIDE FLIP -UP COUNTER DOOR. NEW 36" A.F.F. HIGH WORKING COUNTER. NEW STOREFRONT SYSTEM WITH FROSTED TEMP. GLASS PANELS. SEE INTERIOR ELEVATIONS. NEW LOW WALL AT 48" A.F.F. NEW 30" HIGH A.F.F. MANAGER'S COUNTER, WITH SECURITY CAMERA MONITOR, UNDERCOUNTER SAFE, AND STD. FILE CABINET. STEEL WALL LINER FROM TOP OF COVE BASE TO 12" ABOVE HOODS NOTE: GC SHALL FIELD VERIFY ALL DIMENSIONS AND PROPOSED LAYOUT WITH EXISTING CONDITIONS AND STRUCTURAL ELEMENTS AND NOTIFY ARCHITECT IN WRITING IMMEDIATELY OF ANY DISCREPANCIES PRIOR TO COMMENCING WORK. NOTE: FOR FLOOR SINKS AND FLOOR DRAINS, SEE MEP ENGINEER DRAWINGS. NOTE: AT ALL WALL HUNG FIXTURES & EQUIPMENT, PROVIDE 18 GA. GALV. SHEET METAL OVER STUD FRAMING AT 16" O.C. MAX., PROVIDE HORIZONTAL 2X4 MIN. BLOCKING BETWEEN STUDS, SIZED & LOCATED IN COORDINATION W/EACH FIXTURE AND EQUIPMENT, PER FBC 2318.1.15. GC TO 3 VERIFY ALL REQUIRED EQUIPMENT BACKING WITH VENDORS PRIOR TO INSTALLATION OF GYP. BD. SHEATHING. NEW 2"x2"x1/8" STL. TUBE. MANUF. PITTCON SOFTFORMS, SKB KNEE BRACE KIT, OR APPROVED EQUAL, INSTALL PER MANUF. SPECS. NEW QUAD UNDERGROUND OUTLET AND AUDIO JACK. AND PAINT FINISH EXISTING 1/2" CEMENTITIOUS BOARD EXISTING 2"x6" WOOD FRAMING FLOOR FINISH, SEE FINISH PLAN kPIA EXISTING SLAB ON GRADE ALONG PERIMETER OF SLAB, PROVIDE #4 @ 12" O.C., 6" EMBED, DRILLED AND EPDXIED, TYP. NEW 6MIL MIN. VAPOR BARRIER NOTE: COOLER DOOR SHALL OPEN FROM INSIDE COOLER WITHOUT USE OF KEYS OR TOOLS. EMERGENCY PUSH OPEN HANDLES. NOTE: SEE SHEETS FS-1 THRU FS-4 FOR KITCHEN EQUIPMENT PLANS AND SCHEDULES. " NOTE: MIN. CLEARANCE WALL DIMENSION: GC TO VERIFY/ COORDINATE ALL REQUIRED EQUIPMENT CLEARANCES BETWEEN WALL OR MIN. REQUIRED WALL LENGTH WITH EQUIPMENT VENDOR PRIOR TO FRAMING WALLS. ADJACENT TL\IA\IT O�Al�L AMARANTHINE FIRE RATED WALL DE7 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., 6" EMBED, DRILLED AND EPDXIED, TYP. EXISTING SLAB ON GRADE 7 ALONG PERIMETER OF SLAB, PROVIDE #4 @ 12" O.C., 6" EMBED, DRILLED AND EPDXIED, TYP. a +"/FT. MIN. x = t/FT. MIN. xz=x NEW CONDUITS/ WELL COMPACTED NEW 6MIL MIN.-- I FLOOR DRAIN UTILITIES, SEE ELECT. SAND VAPOR BARRIER PLANS WELL COMPACTED SAND 02 TYP. DETAIL FOR SLAB TRENCH REPAIR 03 TYP. DETAIL FOR NEW FLOOR DRAIN SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" GYPSUM PARTITIONS AS SCHEDULED 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" 01.30.19 01 PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" DOOR SCHEDULE DOOR SIZE DOOR FRAME RATING MARK LABEL HDWR GRP. DOOR LOCATION REMARKS WIDTH HEIGHT THICKNESS TYPE MATERIAL FINISH MATERIAL FINISH 01 2'-6" 7'-0" 1 3/4" 02 FLUSH SOLID CORE WOOD PAINT HOLLOW METAL PAINT NONE HG-1 AUDIONIDEO STORAGE CLOSET 02 3'-0" 7'-0" 4" PREFAB INSULATED FREEZER DOOR PREFAB PREFAB ALUM. NONE HG-2 WALK-IN COOLER 03 3'-0" 7'-0" 4" PREFAB INSULATED COOLER DOOR PREFAB PREFAB ALUM. NONE HG-2 WALK-IN FREEZER O 3'-0" 7'-0" 1 3/4" 07 FLUSH SOLID CORE WOOD PAINT HOLLOW METAL PAINT NONE HG-1 MEN'S RESTROOM 05 V-0" 7'-0" 1 314" 01 FLUSH SOLID CORE WOOD PAINT HOLLOW METAL PAINT NONE HGA WOMEN'S RESTROOM EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. x01 (2)3'-0" 7'-0" 1 3/4" STOREFRONT HOLLOW METAL ANNOD. HOLLOW ANNOD. NONE EXIST, EXIST. ENTRANCE METAL EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. X02 X-0" 7'-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 3'-0" 7'-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 HG-1 HG-2 01 02 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 EXCEEDIS 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 � SS OF RESTROOM DOORS 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0168 e-mail: tagdbiogDtagclbi.c m website: w Aagmlaml.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 copyright laws of Florida. No pad thereof shall be copied, orused in connection with any work other than for the specific project for which they have been prepared wi ftt. written consent of T'1e Architects Group, j Vic. ..... ... Z' .. V. m ZU, =)J z LL w ¢w Of 5¢ NO L Z z w 0Q �aOD V Z X W W O0 1 0 J (n M� W Z I— Z W I— 0 M ZJ LL U aW �o W w w w z- O 0 aLL / Go'I. 1�. s 0010590 o, W; RED DATE pF � 1�. DATE SUBMITTED TO SLOG. DEPT.: 10.26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: 1 REVISION 01.18.19 2 BZ COMMENTS 03.18.19 3 BZ COMMENTS O4.02.19 4 REMSION TO PERMR 04.05.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: PROPOSED FLOOR PLAN SHEET NUMBER: A1.01 I N N O 00 m O a. FIXTURE LEGEND 0 PENDANT STRIP FIXTURE O 4" RECESSED FIXTURE z PAINT TO PAINT TO MATCH ADJACENT FINISH z PAINT TO PAINT TO MATCH ADJACENT FINISH EXHAUSTFAN PAINT TO MATCH ADJACENT FINISH ® A/C SUPPLY PAINT TO MATCH ADJACENT FINISH O BATTERY BACKUP EMERGENCY LIGHT ®'7 BATTERY BACKUP EMERGENCY/EXIT LIGHT ® BATTERY BACKUP EXIT LIGHT LED DOWNLIGHT LED RECESSED DECORATIVE PENDANT DECORATIVE PENDANT TRACK LIGHTING 0 LED STRIP LIGHT i'\_i ROUND DIFFUSER PAINT TO MATCH ADJACENT FINISH rl -- y EXISTING E 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 S. 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 MFR. REPRESENTATIVE: ANDREW GUEVARA - 954.306.3931 EMAIL: AGUEVARA@GENESISLIGHTING.NET Z2 F I \� I � I W -- - -- -- -- Z1 - Z3 IT - ----1 Ii I IL I I Q I 1 Z6 - W iAD ------ \\ t \ � - I � 1 Z2 1 7( M /\ r 1'� 00 0 O OB O i ' L- - - - - - - - - - -- � Z7 Z5 ' T ------ - ------ 4D m � Z7 \ � T `ram N - ---- - - - - -- Z2 C Z5I-ZJ b \� i i i 02 ZONES SCALE: 3/16"= 1'-0" N K I A( Fii OF EXIST. ) LIGHT DIMMING SEE MEP /•\ 5'-5" 10'-0" 5'-0" 11'-11" PROPOSED ALUM. GRID W. FAUX PENDANT PROPOSED EXPOSED VEGETATION TO DUCTWORK, SEE MEPALE EX CONCEXPOSED EX DINGS EX DUCTWORK 4 EXISTING EXIT SIGN EXISTING CEILING IN CORRIDOR AREA F EXIT SIGN 01 REF-CECTED_C-E1LIN -PLA1q SCALE: 1/4" = 1'-0" 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-O-10V1-16W-XLLED-NFL-LS-BTS-BLKS-90+-22K 16 WATTS LED SURFACE SEE PLAN ... 2200K190+CRI E LED STRIP LIGHT TWCEBRIGHT 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 R9 G DECORATIVE PENDANT MAXIM LIGHTING INTERNATIONAL MODERN CONCRETE 5 WATTS GU10 PENDANT ... ... H DECORATIVE PENDANT PROGRESSI I VINTAGE (TRADITIONAL) 2 WATTS LED EDISON PENDANT .. J DECORATIVE HEAT LAMP HATCO DL-725 TBD PENDANT ANTIQUE F COPPER I EM EMERGENCY LIGHT EELP EM20-E-HO-BLK 11 WATTS LED SURFACE ESEEPLAN X EDGE LIT EXIT EELP EDG-RJ-EM-SD 2 WATTS LED SURFACE ... 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 II 5/8" GYP. BD. SHEATHING, SEE I I CEILING PLAN FOR FINISH I� T I� II 3-5/8" GAIL ((. STL. FRAMING gROSS RUNNER @ 48" O.C. DRYWALL CEILING DETAIL A SCALE: 1"= 1'-0" 0 ■ 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: ta9dbr(Mta9dbi.c m wabsite: www.tagmiaroi 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 vdth any work other than for the specific project for which they have been prepared without written consent of'.he Arcpitects Group. Inc. W Z F_ ,o z M WDM M _J wr` w a -0O N 1- L W w � U rn V Z I— CIO W I— I— W �U O Q 0 I- J_ Cn D F_ co Z Z z F M w J Q Z WLL Q W c p F N LU z W 2 o \\ s Q fir OF 0-0,' DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED:PR REVISIONS: 4 REVISION TO PERMIT D4.05.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: REFLECTED CEILING PLAN SHEET NUMBER: A1.02 ■ E CIO NOTE6 ALL ALL TILE BASES SHALL HAVE �\ FULL TILES AT INSIDE & OUTSIDE CORNERS. PARTIAL PIECES NO LESS THAN ONE-HALF TILE WIDTH CAN BE USED ELSEWHERE. ■ 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. ti w FINISH W/ PAINTABLE SEALANT w g 6" COVED (3/8" MIN.) QUARRY TILE m M BASE SET IN THIN -SET MASTIC z w FLOOR TILE SET IN THIN -SET N n N P N 0 00 rn I C 7 ram-. N N R. CL 3 0 M r 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 TYP. TILE SET/ SEAL DETAIL SCALE: 1-1/2" = 1'-0" L01FLOOR FINISH PLAN ALE= 1'-0" FINISH SCHEDULE SYMBOL MATERIAL MANUF. MODEL No. STYLE COLOR REMARKS DISTRIBUTOR SYMBOL MATERIAL MANUF. MODEL No. STYLE COLOR REMARKS DISTRIBUTOR OPORCELAIN FF-1 FLOOR FLOOR FINISH C-1 O QUARTZ SURFACE S FF-2 PORCELAIN FLOOR FLOOR FINISH ST-1 STAIN FINISH CO Z LL 0 O FF-3 PORCELAIN FLOOR P-1 PAINT FINISH J FLOOR FINISH U- Z LL OPORCELAIN FF-4 FLOOR FLOOR FINISH P-2 O PAINT FINISH Z d WF-1 SUBWAY TILE P-3 PAINT FINISH AID DUCTS PANTONE 876M RAIL 2013 MAT WF-2 STONE EFFECT TILE uJ p B-1 TILE BASE BOARD Q0 WF-3 STONE EFFECT TILE m DO B-2 QUARRY BASE BOARD WF-4 PLASTIC LAMINATE WF-5 PLASTIC LAMINATE WALL/DOOR FRAME _ Z BEYOND, SEE FLOOR 0 WT-6 PLASTIC LAMINATE PLAN J J BEVELED METAL THRESHOLD wr-7 PLASTIC LAMINATE EDGE 1:2 MAX. FLOOR TILE WHERE W 1 WOOD SIMULATED APPLICABLE; SEE WALL TILE FINISH SCHEDULE \� W 2 WOOD SIMULATED WALL TILE EI WG-1 WALL GRAPHICS a 4 d 4 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'-0" WALL PANEL STEEL BOTTOM SIDE OF CEILING II ■ interiorThe Architects Group arch itectu re design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagcIbib=tagc1bi.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 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: _ I mom• m -. mm• Ws• •• •m._ z •• • T Jm• • zW M = M < W w LL a w Qa O N � C w Z G Z- W O Q � Q n� V z_ X W I— ~ W � O U J_ (n D �__ m z Z Z I— w Lij M D = J Z ZLL Q w Q aw �0 W cnUW W Q Z 0 \\ o Q co N 0010530 a r' or Tvo c n NBC DATE SUBMITTED TO BLDG. DEPT. 10.26.18 JOB NO: 1817-01 DRAWN: JALT CHECKED: PR REVISIONS: 2 REVISION 02.28T9 4 REVISION TO PERMIT 04.05,19 F roP. Ramos, R.A. . Lic. 10590 SHEET TITLE: FLOOR FINISH PLAN SHEET NUMBER: A1.03 f-07 H-04 H n 4 1 I CH-02 W W TABLES TABLES TABLE ITEM DESCRIPTION SIZE BASE TOP TOTAL QTY.No.: LXWXH FINISH SEATS RFS-TB-X-TABLE 4 T-017 FOUR TOP LIVE EDGE TABLE 30"x30" X PRONG TABLE BASE TBD 16 22 x22" (BLACK) RFS-TB-X-TABLE 3 T-02 TWO TOP TABLE 34"x24 X PRONG TABLE BASE TBD 6 27x22" (BLACK) O RFS-TB-X-TABLE w 4 T-03 FOUR TOP TABLE 34"x48" X PRONG TABLE BASE TBD 16 2?"x22" (BLACK) F Z_ 2 T-04 FOUR TOP TABLE 34"x48" SLED BASE (BLACK) ADA APPROVED TBD 8 (ADAACCESSIBLE) 1 T-05 FOUR TOP TABLE 36"x36" SLED BASE (BLACK) ADA APPROVED TBD 4 (ADA ACCESSIBLE) RFS-TB-X-TABLE T-06 2 EIGHT TOP TABLE 36"x78" X PRONG TABLE BASE TBD 16 22"x22" (BLACK) RFS-TB-X-TABLE 1 T-09 FOUR TOP TABLE 36N36" X PRONG TABLE BASE TBD 4 22"x22" (BLACK) 1 BAR/EATING COUNTER - 12 STOOLS 12 RFS-TB-X-TABLE 0 13 T-07 2 TOP EXTERIOR TABLE 30"X30" X PRONG TABLE BASE TBD 26 22"x22" (BLACK) W 2 T-08 4 TOP EXTERIOR TABLE 30"x48" SLED BASE (BLACK) ADA APPROVED TBD 8 tX (ADA ACCESSIBLE) TOTAL INTERIOR SEATING 82 AND EXTERIOR SEATING 34 = 116 ADA ACCESSIBLE SEATING REQUIRED 116 SEATS x 5%: 5.8 REQUIRED 6 PROVIDED SEATING .ITEM DESCRIPTION MANUF. STYLE COLOR No.: Of CH-01 LOW STOOL TBD wCH-02 CHAIRS TBD CH-03 HIGH STOOL TBD BN-01 BENCH TBD CH-04 EXTERIOR CHAIRS TBD it W Lu n 'RePhiecs WrOLHP3, interior desjgn 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi(Mtagdbi.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 pan thereof shall be copied, or used in connection will any work other than for the specific project for which they have been prepared without written consent of The Architects Gro¢p, Inc. W Z Z M W M M Z LL LL ¢W Q 4M N = z 2 - Z W C Q O < 0) 0 _Z P� V i X LU ' f' 00 I Q ® n J_ U) Z) W Z Z Z Q � w M W, J Q Z WLL WW QU)^0 U W 11 I /r Z_ O a \V \\ O Q c�; tl4ID O Ado � s :Y n RFD aPr DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOBNO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: 2 REVISION 02.28.19 4 REVISION TO PERMIT 04.05.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: FURNITURE PLAN SHEET NUMBER: A1.04 A � Q3 Q N NEW METAL BACK BAR UNIT WITH BLACK PAINT EXISTING STUCCO FINISH NEW WALL GRAPHICS ON OVER METAL LATH WITH P_z DRYWALL SHEATHING, WG-1 NEW PAINT FINISH, TYP. O BY OTHERS EXISTING STUCCO FINISH OVER METAL LATH CLNG. WITH NEW P-2 PAINT FINISH, TYP. PROPOSED ALUM. GRID W. FAUX PENDANT VEGETATION TO CONCEAL EXPOSED DUCTWORK BOTT OF CLNG. NEW WALL GRAPHICS ON DRYWALL SHEATHING, WG-2 BY OTHERS �EL. ±0'-0" F.F.E. ------- - ----- ��-FINISH FLOOR ELEV. .iscm„R. 09 04 A5.01 A5.01 C INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 4 T-10" 4' NEW ME1 AL BACK BAR UNIT WITH BLACK PAINT rR NEW FROSTED TEMP. GLASS EXISTING STUCCO FINISH O OVER METAL LATH WITH P_2 NEW PAINT FINISH, TYP. P-1 EL.10'-9"A.F.F. BOTT OF CLNG. EL. ±0'-0" F.F.E. - ------ FINISH FLOOR ELEV. B-1 C:INTERIOR ELEVATIONALE: 1/4" = 1'-0" 4 10'_9'A.F.F. �BOTT OF CLNG. EXISTING STOREFRONT 0 /1 SYSTEM I I I ST-1 I I I I I I I I I I I I I I I I I I I I I I I I L___J EL.±O'-0' F.F.E. FINISH FLOOR ELEV. E INTERIOR ELEVATION SCALE: 1/4" = 1'-0" 4 WF-1 C-1 EL. 10'-9" A.F.F. BOTT OF CLNG. FINISH FLOOR ELEV. FRP 01 S.S. SUPPORT LEG W. COUNTER 15" STANDARD FILE SAFE MOUNTING PLATE AND FLANGE, G.C. CABINET Ilip A5.01 TO COORD. WITH EQUIPMENT 4 INTERIOR ELEVATION A SCALE: 1/4" = 1'-0" 4 SCHLUTER-DECO STAINLESS STEEL TRIM, OR APPROVED EQUAL. ENLARGED ELEVATION 05 SEATING COUNTER SCALE: 1/2" = 1'-0" The Architects Group interior de,5ign 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi(q?tagdbi.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 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 2 z M W M z M Z J W L_ Q W Q C0 N F C W rn Z G Z - W o Q U < rn V z_ fF- VJ X W F- ui Z)0 OQ C1 in _J Cn ::) F-- 00 z F- Q z z Q F- M Z J QZ ZLu LL <W �F //^�, a O H v/ 0 N w /� W m z_ O oQ DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: 4 REVISION TO PERMIT 04.05.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: INTERIOR ELEVATIONS SHEET NUMBER: A2.01 m E a to M In I rn 0 N M O U- 61' 30"x48" CLEAR FLOOR SPACE O\ r0 1-6" \ \ J \ 01 I �t \ M H' NA\4,01a I C , i v I fi I I e F 1 0 \ I f - 56"x6O" CLEAR FLOOR SPACE \\\ 60" DIA TURNING SPACE BASE COLOR 1 (WHITE) PROVIDE TACTILE ACCESSIBILITY SIGNS, SEE B/A4.01 SIGN BACKGROUND COLOR 2, (DARK/CHARCOAL GRAY) INTERNATIONAL SYMBOL FOR ACCESSIBILITY -COLOR 1 (WHITE) 00 1/32" RAISED PICTOGRAPH AND 1/32" RAISED 1" HIGH UPPERCASE SANS SERIF TYPE LETTERING FONT WITH BRAIL CHARACTERS (WHITE) WOMEN o. o a o o coo ) FRAME H R RESTROOM SIGN ELEVATION SCALE: 6" = 1'-0" t0 PO 30"x48" CLEAR FLOOR SPACE O' G \ \ O 01 // 1,-6" C Io A4.01,o H \t i / , \ L i Gj A ENLARGED PLAN SCALE: 1/2" = V-0' 01 RESTROOM ELEVATION SCALE: 1/2" = 1'-0" 56"x6O" CLEAR FLOOR SPACE 60" DIA TURNING SPACE FIXTURE & ACCESSORY SCHEDULE SUPIRM INSTALLED/ DESCRIPTION KEY MANUF. MANUF. NO. COLOR CONNECT10N REMARKS cx owi c,x iAtN kt�c WALL MOUNTED SOAP DISPENSER O GOJO TXF AUTOMATIC GOJ2730 ... DISPENSER — 48" A.F.F. MAX. �T USED HAND FREE HAND DRYER O XLERATOR EXCEL X-GREXCEL GRAPHITE MIRROR OD BOBRICK B-293 1830 STAINLESS STEAL SATIN STAINLESS STEEL CHANNEL - FRAMED FINISH TOILET PAPER DISPENSER F O BOBRICK B-2888 STAINLESS • • SURFACE -MOUNTED TWO ROLL TOILET TISSUE STEEL DISPENSER BRUSHED 36"W, 1-1/2" DIA, 1-1/2" CLEARANCE TO WALL, 36" LONG GRAB BAR OG BOBRICK B-6806.99 X STAINLESS STAINLESS STEEL (PEENED NON -SLIP GRIPPING 36 STEEL SURFACE) 42"W, 1-1/2" DIA, 1-1/2" CLEARANCE TO WALL, B-6806.99 X BRUSHED 42" LONG GRAB BAR HO BOBRICK 42 STAINLESS 0 0 STAINLESS STEEL (PEENED NON -SLIP GRIPPING STEEL SURFACE) WATER CLOSET O AMERICAN CHAMPION 4 WHITE " STANDARD LAVATORY O 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 WITH MANUFACTURERS SPECIFICATIONS. CLEAR SILICONE CAULK ALL FIXTURES TO PARTITION. P-1 POLISHED % EDGE TRII SCHLUTEF A100ACG G o 420 12` H � I s n RESTROOM ELEVATION OZ SCALE: 1/2" = 1'-0" CHROME 1 BY , JOLLY 03 RESTROOM ELEVATION SCALE: 1/2" = 1'-0" a 7 e SHED CHROME E TRIM BY LUTER, JOLLY JACG 04 RESTROOM ELEVATION SCALE: 1/2" = 1'-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 NONA13SORBANT CERAMIC TILES AND/OR F.R.P. MEETING THE MIN. REQUIREMENTS OF 1210 F.B.C. interiorThe Architects Grou • 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(ratagdbi.com website: www.tagmiami.com corporate license AAC 002228 Copydght Notice: These drawings, designs and ideas are the property ofThe Architects Group, Inc. and are protected under the copyright laws of Florida. No pad thereof shall be copied, or used in connection with my ark other than for the specific project for which They have been prepared without written consent of The Ardihects Grodp, Inc. J LL1 . .. .. Z • 6 •6 m Z th / W M z M w "' LL a W Q ziX c 0 N C W n Z Z Z� 0 < CO V Z V If—)^ X LU Q LU � U I< 0 0— J_ (n Z) F_ 00z I— Z Z M zZ� Q W co w L� U C11 a: w — GL z 0 0¢ (L /��// a LL m � J�. 90 't D k, 4 DATE SUBMITTED TO BLDG. DEPT.: 10,26.18 JOB NO: 1832-01 DRAWN: JADT CHECKED: PR REVISIONS: rFL. P. Ramos, R.A. ic. 10590 SHEET TITLE: RESTROOM PLAN SHEET NUMBER: A4.01 QUARTZ COUNTERTOP W/ EASED EDGES OVER 3/4" PLYWOOD SHEATHING M lf7 I 0 N t1 O LED LIGHT FIXTURE FAI 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 EXISTING SLAB ON GRADE BOTTOM OF EXISTING STRUCTURE d .1 N aAD 5/8" CEMENTITIOUS SHEATHING PORCELAIN TILE AND BASE, SEE FINISH SCHEDULE 01 COUNTER DETAIL A5A 1 SCALE: 1 " = V-0" DIAG. BRACING FROM TOP OF WALL AND FASTENED - - - - - - - - - - TO EXISTING STRUCT. 48" O.C., STAGGERED CID 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 ELEVATIONS FOR 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 —EXIST. 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�S SCALE: 3/4" = V-0"SCALE: 3/4" = V-0" 1 0 ih 2X4 WOOD BLOCKING LED LIGHT STRIP FIXTURE W/ — DIFFUSER PROTECTIVE LENS 2X BLOCKING FOR SUPPORT — 3-5/8"x25GA. GALV MTL. — STUD FRAMING LOW WALL in FINISH OVER 1/2" DUROCK OR PLYWOOD SHEATHING AS REQUIRED ____ -_ - w CEILING WHERE - APPLICABLE, SEE CEILING PLAN GALV. MTL. FURRING AT 16" O.C. 314" RIGID INSULATION 5/8" DRYWALL SHEATHING, OR DUROCK WHERE TILE IS BEING INSTALLED FLOOR FINISH, SEE FINISH FLOOR PLAN FLOOR PLAN! 4" S.S. DRINK RAIL MANUF.: ARCH HARDWARE, INC. MODEL: DR459-4 OR APPROVED EQUAL DRYWALL SHEATHING �L11 - - — — — — �— EQUIPMENT, SHOWN FOR REFERENCE ONLY QUARRY TILE & COVE BASE AT TOE KICK 4 EXISTING SLAB ON L 1 GRADE 02 COUNTER DETAIL A5.01 SCALE: I" = V-0" CLEAR STOREFRONT SYSTEM STAINED WOOD CAP OVER 3/4" PLYWOOD SHEATHING 2X4 WOOD BLOCKING NEW 3-5/8"x25GA. GALV MTL. STUD FRAMING LOW WALL WALL TILE OVER 1/2" DUROCK SEATHING FLOOR FINISH, SEE FINISH FLOOR PLAN 05 LOW WALL DETAIL A5.01 SCALE: 1" = 1 °-0" C WALL TYPE DETAIL SCALE: 3/4" = V-0" 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 FRP FINISH OVER 3/4" PLYWOOD SHEATHING ON KITCHEN SIDE 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 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 ;A 1/2" DUROCK SEATHING WALL FINISHES 08 TRANSITION DETAIL A5.01 SCALE: 1-1 /2" = V-0" QUARTZ COUNTERTOP W/ EASED EDGES OVER 3/4" PLYWOOD SHEATHING NEW 3-5/8"x25GA. GALV MTL. STUD FRAMING LOW WALL CUSTOM S.S. UNIT FLOOR FINISH, SEE FINISH FLOOR PLAN BAR COUNTER TO MATCH BARTOP (SEE 01/A5.01), PROVIDED & INSTALLED BY MILLWORKER, ON 3/4" PLYWOOD BASE 1'-6" rum 03 COUNTER DETAIL A5.01 SCALE: 1" = V-0" ium 4" S.S. DRINK RAIL MANUF: ARCH HARDWARE, INC. 541, MODEL: DR459-4 OR APPROVED EQUAL 4" 1 PROVIDE FULL LENGTH COMMERCIAL PIANO STYLE HINGE PROVIDE 1/4" STEEL PLATE TO RECEIVE COUNTER LATCH WHEN ROTATED INTO OPEN POSITION PROVIDE 2X (MIN OF 2) BLOCKING AT EACH STUD FOR WIDTH OF ADA COUNTER, NOTCH FOR COUNTER LATCH 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 2X BLOCKING FOR SUPPC FRP FINISH OVEN 1/4" PLYWOOD SHEAY, ZING I I o ON KITCHEN SIDE I EQUIPMENT SHQWk FOR I I 1 REFERENCE ONLYI I I I , , I I I L.�-I- , I I ----- - - - --- I- r1J---- - - - - T 09 COUNTER DETAIL A5.01 SCALE: 1" = V-0" NEW 2"x2"x1/8" STL. TUBE. PITTCON SOFTFORMS, SK BRACE KIT, OR APPROVE[ INSTALL PER MANUF. SPEI APPLICABLE, SEE FLOOR I CUSTOM S.S. UNIT FRAMELESS CLEAR 3/8" TEMPERED GLASS PANEL, CLASS II SAFETY GLASS W/ POLISHED EDGES QUARTZ COUNTERTOP W/ EASED EDGES OVER 3/4" PLYWOOD SHEATHING NEW 3-5/8"x25GA. GALV MTL. STUD FRAMING LOW WALL CUSTOM S.S. UNIT III FLOOR FINISH, SEE FINISH FLOOR PLAN GLASS CHANNEL FRAME WITH S.S. FINISH -� 2X BLOCKING FOR SUPPORT _ _ _ a F- - - - - - - - - - - - - - - - - - J I I I I I I I FRP FINISH OVEN 1/4" 1 j PLYWOOD SHEAii-IING j h o ON KITCHEN SIDE I I I EQUIPMENT SHQWk FOR I REFERENCE ONLY I I I I I I LI-Ir--------- - -rrr' --------------- 14------------k 04 COUNTER DETAIL A5.01 SCALE: 1 " = 1 °-0" i=a 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 07 WOOD SHELF DETAIL A5.01 SCALE: 1" = V-0" • 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagcabi(Mtagdbi.com website: w Aagmiami.com corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas are the property of The Architects Group, Ind. 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 z 2 Z M w Z M Z J LJ� ¢ w Q 4 O f- C W Lu c z ll o �aM V z VJ X W W P y O Q^ ® CL U) m z I— Z Z M Z) cm, Z J Z LL ¢w of '^ r, CO V/ U ILL! 04 w W z O 00 I DATE SUBMITTED TO BLDG. DEPT.: 10.26.18 JOBNO: 1817-01 DRAWN: JADT CHECKED:PR REVISIONS: 4 REVISION TO PERMIT 04.05.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: WALL DETAILS SHEET NUMBER: A5.01 g Cu a r, to N I of 0 N ri 0 CL U N N J I 0 0 I h L N N v c N w Z Cc 0 m d rY d c r c 0 0 I 0 I co a, U A) Q 6 n. lL 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 firestopped. 2. Gypsum Board* - Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501 G512 r . N g o U305 om. 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 R LS 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 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) - 5/8 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) - 5/8 in. thick, 4 ft. wide, paper surfaced, applied vertically and fastened to the studs and plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in, shank diam and 1/4 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 1-1/4 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. 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 1/4 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 forjurisdictions employing the UL or cUL Certification (such as Canada), respectively. CONT. SEALANT FLASHING RECEIVER WOOD NAILER NOMINAL NOTE: ALL ROOF REPAIR AND FLASHING TO BE 2" X 4" PERFORMED AT TENANT CONTRACTOR'S EXPENSE COUNTER FLASHING USING THE OWNER'S ROOFING CONTRACTOR ONLY. CONT. FLASHING UNIT MOUNTING CURB V�ROOFCANT NOTE: EXACT LOCATION OF ALL ROOF CURBS PRE-FAB ROOF CURB WITH SHALL BE VERIFIED WITH ON SITE OWNER'S REP., MIAMI-DADE PRODUCT APPROVAL PRIOR TO COMMENCING ANY RELATED WORK. AS REQUIRED 0 DUCT WALL EXISTING ROOF DECKING 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 INSU TI CONCRETE OVER PLYWO CKING TO REMAIN IIX 3/8" THROU B T, WASHERS, LOCKWASHER A NUT,3 MINIMUM EACH A GL EXISTING STEEL JOIST, NO ALTERATIONS A ROOF CURB DETAIL SCALE: 3"= 1'-0" WOOD NAILER -NOMINAL 2" X 4" INSULATION 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 L i TO EXIST. TRUSS FIRE RESISTANCE RATINGS - ANSI/UL 263 DESIGN No. U419 NONBEARING WALL RATINGS: 1, 2, 3 OR 4 HOURS (SEE ITEMS 3 AND 4) ONE HOUR DETAILED BELOW (2 THROUGH 4 HOUR RATINGS NOT APPLICABLE TO THIS CONTRACT) 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 & 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 1 HR IS %". 5. FASTENERS -(NOT SHOWN) -TYPE S OR 5-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN. LONG FORy AND % IN. THICK PANELS OR 1 Y IN. LONG FOR 3/4 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 WHINE 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. I I i pr, ■ IL 1 LIN LL` ■ A ■ , 126163 . . •AA IN 1 . ll. 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. 3/4 HR CONDUIT OR EMT COPPER PIPE OR TUBE 4 IN. Y4 HR 2A. THROUGH PENETRATION PRODUCT*- FLEXIBLE METAL PIPING- AS AN ALTERNATE TO ITEM 2 N E , 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 74 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 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: tagdbidotagdbi.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 Notice. No pal thereof shall be copied, or used in conneclo with any work other than for the specific project forwhich they have been prepared without written consent of The Architects Grcup, tnc:- W Z_ o0 Z M Ill M Z M Z J W LL LL a w Q � O N = Z in z J ccp Q U < rn 2 V Z_ VJ X W p l � U J_ (n W Z Q Z Z UJ uJ Q Zc Q W U) U NO �/c LU W uJ z UJ O N a o [if Co P� i i DATE SUBMITTED TO BLDG. DEPT. : 10.26.18 JOB NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: 2 RZ COMMENTS 03.18.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: UL DETAILS SHEET NUMBER: A6.01 yes• - .... F r r a M I rn N O a FLORIDA FIRE PREVENTION CODE 6TH EDITION 11 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 m miiiiiiiil m m m m TRAVEL DISTANCE TO REACH AN EXIT d/2 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. TOTAL OCCUPANT SUMMARY INTERIOR 109 EXTERIOR 41 TOTAL 150 bik OCCUPANT LOAD CALCULATION (NFPA) AS PER TABLE 73.2A LIFE SAFETY CODE KITCHEN/STAFF AREA 744 S.F. / 100 = 8 STORAGE AREAS 206 S.F. / 300 = 1 SEATING AREA (INTERIOR) 1,050 S.F. / 15 net = 70 SEATING AREA 615 S.F. / 15 net = 41 (EXTERIOR) LLLI_L � L`� WAITING AREA 89 S.F. 13 net = 30 LLLLL TOTAL OCCUPANT LOAD 150 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 0-25; 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 CHAPTER8. GroupThe Architects interior design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 3 0 5- 7 4 0- 0 1 50 F. 305-740-01 58 e-mail: tagcIbi(grtagclbi.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 connecfion with any work other than for the specific project for which they have been prepared without written consent of The Architects Grour),-11.c. W Z 2 ZW M M Z � N W LL W QCO N F C W n z c zg W o Q U V z W X W W :U O n J_ W D F W Z Z Z w M W J ¢w 1 N O U) V G OB W W / W2 1 C\1 Z_ O o Q CL AR 00iLv+' 0 `-OF Ft DATE SUBMITTED TO BLDG. DEPT.: 10,26.18 JOB.NO: 1817-01 DRAWN: JADT CHECKED: PR REVISIONS: 2 BZ COMMENTS 03.18.19 3 BZ COMMENTS O4.02.19 4 REVISION TO PERMIT 04.05.19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: LIFE SAFETY PLAN SHEET NUMBER: LS1.01 L - - - - -� - 02 KEY PLAN SCALE: 1 /4" = 1'-0" 12 9 El EXISTING SIDEWALK B1-2 !i ;41-1 AT=3-Al=541 J�=9 fT;4 - b Al-11 Al-19 PROPOSED PROPOSED Al-36 LOBBY < 7 y;AFE/BAR AREA 609.1 O �/ 620 610 609 GF1 .. - ! GFI Al-40 - - I C 6ii 4 i ' �� %� 5 \� �/r :> `t HOST -- SEATING I. A-S.W. C I EXISTING ADJACENT TENANT SPACE IJ aff) /1 1/ iir�liv ipp U jit tll ►1i�� • 1 i GFI- -- GFI A1_ 36 Al -33 1-333A-1,3 4! 701 FI Al-34� 4 I lj 1 Al-31 1i37 M�F19,21,23` 91 XG I Ill, 1 1 M-DP-14,,16,18 �I r ! 1 j (-32 I I ii 0 110- r� l 13 i !I ir, B1- -1 �J' I�jI GFI Al -335 1 4 1 �I ill 701GGFI Al-3 GF LI 700 E1-.-9]- 9 d Al 23� HOOD SYSTEM Al-28 CONTROL B1-4 AUTOMAN COORDINATE 01 ELECTRICAL FLOOR PLAN SCALE: 1 /4e = 1'-0" EQUIPMENT SCHEDULE Item No Qt Equipment Cate o ° (L x c > s a ° o o w z Equipment Remarks 100 1 Oven, Convection, Gas 9.0 0.5 120 1 60 105 1 IPastat Cooker, Gas 3.0 115 1 60 1 IXI5-15P 106 1 Refrigerator, Shorty 5.4 0.2 115 1 60 X 5-15P 107 1 Refrigerator, Undercounter 6.5 0.3 115 1 60 X 5-151P 1GO 1 Refrigerator, Sandwich/Soled Prep 9.9 0.5 115 1 60 X 5-15P 109 1 Refrigerator, Undercounter 5.3 0.3 115 1 60 X 5-15P 201 1 Warewosher, Door Type, Low Temp 16.0 115 X Verify with Vendor 205 1 Ice Maker w/o Bin 10.8 115 1 1 60 X 400 1 Walk -In Cooler 3.5 115 1 60 401 1 Evaporator Coil, Coder 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 604 1 Glasswasher 12.0 115 1 60 Verify with Vendor 608 1 Ice Maker w/ Bin 7.6 115 1 60 X 610 1 Cooler, Bottle 4.0 120 1 60 X 5-15P 612 1 Refrigerator, Sandwich/Salad Prep 4.5 0.2 115 1 60 1 X 5-15P 613 1 Back Bar Cooler 0.3 120 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 616 1 Back Bar Cooler 0.3 120 11 60 X 5-15P 617 1 Coffee Grinder 11.0 0.8 12D 1 60 X 5-15P Verify with Vendor 618 1 Espresso Machines, Automatic 30.0 220 1 X L6-301R 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 1 60 X Verify with Vendor 621 1 Mixer, Drink 120 1 60 1 X 700 5 POS 10.0 115 1 60 X 5-15P Low Voltage Required 701 7 Prirder 2.0 115 1 60 X 5-15P Low Voltage Required ALL CIRCUITS RE LABELED FROM PANEL BToa1 1 ONSTRUCTION NOTES: r� PROVIDE 6" - -22 i 1 I '1EXISTING METER ! !CENTER i EXISTINGELECT. ROOM w� PANEL H t ' I i NEW (2)2-1)�e FROM METER TO PANEL MDP B1-4 Al PN 14 O5 POSED O8 W I.CNV.LF Al EMA 1�IJEMA 5 SUPPLY FAN SHALL BE DISCONNECTED IN CASE OF FIRE ODENOTE 6 ALL 120V OUTLETS IN THE KITCHEN TO BE GFCI OHOOD t ALARM. COORDINATE EXACT LOCATION WITH HOOD DRAWINGS. PROTECTED AT PANEL 2 O HOOD EXHAUST FAN SHALL BE TURNED ON IN CASE OF FIRE ALARM. COORDINATE EXACT LOCATION WITH HOOD DRAWINGS. ALL 120V OUTLETS INTHE KIT EN AREA A SHHVER FPROTECTO O AT PANEL AND LATESBE OIN CASE OF FIRE ALL ELECTRICAL DEVICES UNDER THE 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 CONTRACTOR SHALL COORDINATE REFRIGERATION SYSTEM AND FIRE SUPPRESSION SYSTEM SHALL BE ACTIVATED. O LOCATION AND POWER REQUIREMENTS PRIOR TO ROUGH -IN. ELECTRICAL EQUIPMENT UNDER HOOD SHAM EQUIPPED OALL WITH SHUNT TRIP AND SHALL BE DISCONNECTED IN CASE O COMBINATION MOTOR STARTER. OF FIRE. OTO FREEZER/COOLER LIGHT, COORDINATE LOCATION WITH MANUFACTURER CUT SHEET. 10 CONTRACTOR SHALL COORDINATE ALL TELEPHONE AND CABLE TVOUTLET 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. OUTDOOR SERVICE OURTYARD B '10 8 GWH ATBOVE DOOR i EXISTING SERVICE I CORRIDOR ,II M ErT_ IISI(ALN 'ltW llT7=y'/f% 4TE JOB 8-0909 Amarilis Rodrig z, P.E. License Number 0236 ■engineering inc C.A.2fi359 `^ 2020 Ponce de Leon Blvd., Suite 1002 tl ` Coral Gables, Florida 33134 Engineering Design: Ignature Phone > 305 444 9809 > Mechanigl > Electrical �� Fax > 305 444 9827 > Plumbing > Fire Protection Date w ww.aroe-eno.COm interiorThe Architects Grou '7 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-01 58 e-mail: tagdbi(a3tagdbL.aom website: w Aagmlami.00m corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas are the property ofThe 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 otter than for Ne spardlic p*d for which they have been prepared without written consent of The Architects Group, Inc. W ® • • vJ Z oa•a•• •... • • ® Y ao•u• •e aJ• a e• Z •. . M Y•sa Lu < x= z LL a LLI a�O N r w- z zW Q m� U Z W Q ~ W Ov 1 0 J (n m Z Z ZW LL M D I- � J Z z U_ I_ a ¢ IL aC) U�) / 1 uO V J �.J x uJ W crs z� O �/ c¢ a I..L 0 DATE SUBMITTED TO BLDG. DEPT.: JOB NO: _ DRAWN CHECKED: REVISIONS: 3-25-19 4 OWNER CHANGES Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: ELECTRICAL FLOOR PLAN SHEET NUMBER: E1.00 Y•e•O� •OpeY • o su•• ••s•ee • ••smoo ••se •m OUTLINE OF ADJACENT TENANT WALL BELOW U ll 2 30 3 N 3R A-2,4 4 A-6,8 4 '2 NEMA 3R U ch RTU#1 7.5 T B1— 3 4 Do NEMA 3R A-13,15,17 4 RTU#2 7.5 T 3* NEMA 3R B- 2,4,6 T4 ALL CIRCUITS RE LABELED FROM PANEL B TO 61, MDP CIRCUITS TO B. 1 01 ELECTRICAL ROOF PLAN SCALE: 1/4" = 1'-0" NEW 61-29 0 4 KSF-1 B1-30 GFI/WR RTU#3 4 6.0 T I 36' 3 NEMA 3R NEMA 3R B-7,9,11 3,28,30 4 0 EL CI- ICAL REVIEVV APP,?oVC� JOB # 1 0909 Amantis Rodriguez P.E. License Number 60 6 C.A. 26359 ■engineering Inc 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Slgnatu Phone > 305 444 9809 > Mechanical > Electrical t Fax > 305 444 9827 > Plumbing > Fire Protection Date www.arpe-enq.com •. interiorarch turu design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 3 0 5 - 7 4 0 - 0 1 5 8 e-mail: tagdbiQtagdbi.com website: w _tagmiami.ccm corporate license AAC 002228 CopyngN Notice: These chaw{ngs, designs and ideas are the property of The Architects Group, Inc. and are protected under die copyright laws of Florida. No part thereof shall be copes, or used in connection with any work other than for He specific pfgW for which they have been prepared Mthout i written consent of The Architects Group, Inc. + • se • a W• •• _Z s••ae• •e•• T®•e•ss i o • • Z M • e Z Z � W Qw a a c p N W C Z `mil ? — W oQ U < rn I— v ) W Q ~ W �U OQ Q0. J_ (n :D I_ co Z H Q Z Z Q FW— ro = J 7 Z LL Q W \\\\ c o U o W W Z 0 Q o< 0 DATE SUBMITTED TO BLDG. DEPT.: JOB NO: DRAWN: CHECKED: REVISIONS: A43-25-19 OWNER CHANGES Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: ELECTRICAL FLOOR PLAN SHEET NUMBER: CE 1 ,0 Y E O 0 I m 0 N r7 N T 6 3 Z O Z CD J 1 N 0 w Ld w of a w z z rn 0 0) O I a a 0 0 N v :c L N L H EXISTING BUILDING EYEBROW FJ(_0_ 1 i EX EX(�_ EXISTING 31DEWALK HOST B 0 • (2) C A - 1 Y ) — B —28 LED 20OW/L.F. MAX. 120V. A TYPICAL 1."O 81-28 LED 4W/L.F. MAX. 120V. TYPICAL EX� NEW STRUCTURE PROPOSED LED 50W PER FIXTURE. 1.2KVA MAX PROPOSED G RESTAURANT v B1-14 B1-15 1 PROVIDE DIMMERS TO ALL DINING AREA LIGHTING. O G p G B1-23 1 O ---- - -_ 61-16 D G O � B1-18 1 131 EXHAUST HOOD SYSTEM G \ Y Y Y Y EX EX EX EX 01 LIGHTING PLAN SCALE: 1/4" = 1'-0" LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MFG. MODEL No. LAMPS MTG MTD HEIGHT COLOR REMARKS A 6" LED DOWNLIGHT RAYON RVC6-20L-30K-60" 30 WATTS LED RECESSED SEE PLAN ... 93+ CRI / 60+ R9 B DECORATIVE PENDANT CASAMOTION QUITE LARGE / GREY 15 WATTS LED EDISON PENDANT SEE PLAN C DECORATIVE PENDANT TOM DIXON MIRROR BALL GOLD 50 PENDANT 60 WATTS G30 PENDANT SEE PLAN ... 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 TL1 2SO-1 20-930-5-DD +AP-LL10 3 FEET LED SURFACE SEE PLAN ... F LED RECESSED RAYON RFL4-11L-27-011-4RL-4TL 17 WATTS LED RECESSED SEE PLAN 93+ CRI 185 R9 G DECORATIVE PENDANT MAXIM LIGHTING INTERNATIONAL MODERN CONCRETE 5 WATTS GU10 PENDANT SEE PLAN ... H DECORATIVE PENDANT PROGRESS LIGHTING VINTAGE (TRADITIONAL) 2 WATTS LED EDISON PENDANT SEE PLAN 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 NEW DRYWALL CLING. ALL CIRCUITS UITS RE LABELED FROM PANEL B TO B\/1 ELECTRICAL CONSTRUCTION NOTES: EXISTING ELECT. ROOM IInNI�I�iIN�IniNllltlilek—OVERRIDE SWITCH �,mgi!�!q!�!�pq,n�,�!hlll, I�IflNIINn�l1811111�1m1�ll�ll�l 1,4 ME . Iplllllll IIIII�IIII s� c� t r-� i•1. —I �� .., G1�111 y 114 - « IN1R�Ipd�'� ADJACENT TENANT SPACE A C11L ROPOSED 4 PROPOSED --- MEN S WOMEN'S j ESTROOM tl RESTROOM - O B1- F F 1-17 (DL61 -25� B 1-25 MS pll MS 1 B1-23 �O B1-24 - D 61-1�4 O F PROPOSED F F B I®-2 O1 � CORRIDOR q 61-27 , EB1-27 Ol TO SWITCH BANK. OCONTRACTOR SHALL COORDINATE WITH ARCHITECT/OWNER SWITCH BANK EXACT LOCATION AND QUANTITY OF DIMMER SWITCHES PRIOR TO PURCHASE AND INSTALLATION. OVERRIDE SWITCH TO GENERAL LIGHTING TIMER, MAXIMUM O3 OF 2 HOURS. COORDINATE LOCATION WITH FACILITY OPERATION. 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. EX EX JOB # 18-0 09 �s A.manlis Rodriguez, P.E. License Number 602 6 ■engineering Inc CA1635e �h 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Eng;neanny ce$ge natur Phone > 305 444 9809- > r�,oa ,,r s > Eleantal 1� Fax > 305 444 9827 'Plumbing > Fire Prolenron Date interiorThe Architects qGrou desig 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi(otagdbi.com wel iteo www.tagmrami.com corporate license AAG 002228 Copyflili Notice: These drawings, designs and ideas are the pmpertyof Tice Architects Group, Inc. and are pmtected under the copyright laws of Fbdda. No part lived shall be copied, or used in connection with any work othm Own for the spi project for which they have been prepared without written consent of The Architects Group, Inc. W ° • • s • • , T a ii a , • Z n ° • •I M e••• =J zLL w ¢w Q�O N Z C Z- z G ?� W V` J U V Z 'I— V J W ~ W OV 1 a D I_ W Z Z ZW N I— Z J G w U- < ¢w -a p �U)UUJ w z W I..L Q to �/ o¢ CL 0 DATE SUBMITTED TO BLDG. DEi 06.27.18 JOB NO: 1817-01 DRAWN: AR CHECKER AR REVISIONS: 3-25-19 4 OWNER CHANGES Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: LIGHTING PLAN SHEET NUMBER: E1.02 rn 3 Z w w J 0 Z J w Z I O N w a U) w of 0 S (n ¢ Q w _Z 2 Z Z of ¢ 0) 0 O I a REFER TO PANEL B FOR SIZES PANEL PANEL B B1 22KAIC 22KAIC M.LO. M.L.O. 125A 225A 120/240V 120/240V 10 36 HI -LEG REFER TO PANEL A FOR SIZES PANEL PANEL A Al 22KAIC 22KAIC M.L.O. M.LO. 125A 225A 120/240V 120/240V 10 30 Hf-LEG (4)4/0 (1)#4GND, IN 2-1/2"C. A (4)4/0 (1)#4GND, IN TENANT #3 O 3/225 A 9805 O 1 M ' I 1 1 2/225 A 1. I I THREE 3" RIGID CONDUIT WITH 350 MCM CU CONDUCTORS EACH 1 AND ONE 350 MCM CU NEUTRAL CONDUCTOR j r-- 1#3jCU 1♦ i 0 (GND) IN _yq C. I ELECTRICAL RISER DIAGRAM NTS 1 � I I I I _ I 1 I 1 I 1 I 1 I 1 TWO 5/8" X 10- GALV. GND. RODS 6'-10'. APART MIN. 1ENNR TENANT ro NEW GUTTER 12' BY 12' BY 2V LOW 12/725 A MAIN 1 OF 1 I 1111111-J 1000 AMPS 100KV-jR ; AIC I M I 1 2 1 S A I Town 51 11wa 2 125 AI 2 tY5 I I TENANT 6 1 120/240V I 1 SPARE 30 HI -LEG 2 125 Ai 2 125 A NEW GUTTER 12" BY 12" BY 84" 4'x8" COPPER GROUND BUS BAR BY STORM COOPER OR APPROVED EQUAL. A\ CRICUm 42 YAN BNEAKEP: WA AMPS 3 PHASE PANEL: B LUGS: 225 AMPS 4 WINE FEED FROM: METER x Q: 22 KA X 120240V NEM A I M01NT® N1611 X SURHGE C D T K K T T Y P T IDRAFNCATION WIRE fAV[i CCHD SIRE KER LOADPHASE ("A) BRFJV (E1 WIRE QN. ODrO ICATKIN DBRIN T Y P Y P E N N E E O O TN& P0113 A B C POLB tAP 1 SPACE SD 2 3 SPACE SD 3 60 6 10 1" RrU b2 4 5 SPACE SD 6 7 4J 02 1 20 12 12 IV OAS WATER HEATER a • RNb3 6 10 1" 50 3 4J 02 4b >J 1 2 20 100 12 3 12 S 12^ BECIHCULATIONPIINP t0 11 1-114" PANEL 131 12 13 SPACE 10.7 14 15 SPACE SPACE 16 17 SPACE SPACE 10 10 SPACE SPADE 20 21 SPACE SPAM 22 23 SPACE SPACE 24 25 oa o.7 26 27 1031 12 12 1/C' 30 3 0.7 0.7 O.) O.) 3 20 12 12 lrz" K6Ft 25 30 39 31 SPACE SPACE 32 37 SPACE SPACE 34 35 SPACE SPACE 36 ]> SPACE SPACE 3B 3• SPACE SPACE b 41 SPACE SPACE az 58 16.6 53 $8 I 53 13.6 TOTLL OBAANDLOOTAL MA Ila53A 1•. KVA DEMAND TOTAL OBAAIO 1823 338 t56.7 AMP NOTE: CONTRACTOR SHALL IDEAmFY ALL CICUIT AND LABEL PANEL. TSIMESWTtOL 0E-1iO01bIlNN FALLTPNDTEL`l®Gfl • NCLUyppglALp NC -NO �NrAlIWB1r LOAD CACTUS a MANSREAKE: WA AMPS 1 PHASE PANEL: B1 LUGS: 200 AMPS 3 WIRE FEED FROM: PANEL 8 K LC: 22 KA X 120240V NEMA1 MOUNTED FLUSH X SURFACE C C T K K T T P T Il)e,nn CAtoll WIRE GRID. cow SREN03R D LOAPHASE(WA) BREAKER WIRE (ND COND IOBrtNCARON T P P E N N E E O O TRIP POLES A B C POLE TRIP 1 JABOVES410WINGREMPT. 12 12 IV 20 1 1.2 0.8 1 20 12 12 IV G8IERLL PURIN)SE RECEPT. 2 3 ABOVESHpWNGRECBT. 12 12 12" 20 1 "- 12 UJ 1 20 12 12 IV GBlEIALPURPOSE 4 6 ASOVESHIDWINGRECEPT. 12 12 12" 20 1 1.2K06 _ 1 20 12 12 VC RRB9rT. 6 GF 7 BATHROOM GR7 12 12 12" 20 1 --' 0A a8 1 20 12 12 IV Ir RECEPT. B 9 KDCHEN LKiB1NG 12 12 In" 20 1 0.7 1 20 12 12 IV IR RRECT. 10 11 AIFA STPoP n(NN1G 12 12 IV 20 1 03 SPACE 1R 13 C A16ATRACK LI(3RNr 12 12 12' 20 11.6 0.4 1 20 12 12 12" RESTAVRAM ANFAPBNOMNT LK]NING 14 15 RBTAIIMM AIffA 11iACK U01T11NG 12 12 12" 20 1 12 03 1 20 12 1R 12" SEAIINGAREA STRIP D(NTNG 16 17 ETT SING AREA PENDANT LCHIING 12 12 12" 20 1 0.6 1.0 1 20 12 12 IV SEAINGAREA TRACK LI(iRING 16 19 HOST AREA PENDANT LIGHTING 12 12 IV 20 1 _ 08 US 1 20 12 12 12" HOST AREA PENIANr lK4RNG 20 Rt CAFE AREA PENDANT OGTING 12 12 In" 20 1 0.4 0.9 1 20 12 12 I2" Hoar AREA TRACK LIGHNG 22 23 RESTAURANTAREASTLIGHTING 12 12 IV 20 1 0.1 1.6 1 20 12 12 12" SEATNGAREAIINACK LKNIING 24 25 lRESTROOMLIGHISANDFAN 12 12 IV 20 1 0.3 1 1 SPACE 26 27 CORINDOR UtlmNG 12 12 IV 20 1 Ot 1 0.2 1 20 12 12 12" LOBBY DOWN LIGHTS 2a 29 MOTORIZED DAMPER 12 12 In" 20 1 0.2 02 1 20 12 12 IV ROOFTOP COWEMENCE RFCBT. SPARE 20 1 1 20 SPARE 33 SPARE 20 1 - 1 20 SPARE 3S SPARE 20 1 - 1 w SPARE 13031 37 SPACE SPACE 39 SPACESPACE 6.2 4.5 3J AB 1'OTMCONIECTED LOAD PER PHASE 10.7 73 WA TOTAL CONiCT® 183 "A 110TAL CONNECTED 77.1 AMP NOTE: CONTRACTOR SHALL IDENTIFY ALL CICUIT AND LABEL PANEL. TSIIMESWITOi ff-CEO fiNOUA FAULTPROTECT®CE ('1)CONTRACTORSHAlLRE1D VBIFY EOIiMETR NC-NOCONCURRBNTLOW NAMEPLATEPWRTOCBOnOBINGANDINSTA IM MATCH MAtKFACME PFDOLIMEND®OCPD. THREE 2' RIGID COMM WITH 7 CU CONDUCTORS EACH MID ONE #41AW CU GR011ND CONOWTOR HOUSE I PANEL 'H' I 125 AMPS I 1 T" RIGID CONDUIT WITH 3 # 1 AWG CU CONDUCTORS ONE 1 AWG CU NEUTRAL CONDUCTOR AND ONE #6 AWG GROUND CONDUCTOR. THREE 3" RIGID CONDUIT WITH 350 MCM CU CONDUCTORS EACH AND 350 MCM CU NEUTRAL CONDUCTOR ---------------------- ---- 3/4- C.W. METAL PIPE 1 #6 CU (GND) IN i" TO PHONE AND CABLE.TV O.B.T. 1# % CU GND 1/2" C. TO CONCRETE ENCASED STEEL REBAR A NEW STRUCTURE. ELECTRICAL RE W `� .�Le/✓ /9 APPROVE DAI E___ ■iiiiiiiiiiiiiiiiiiiiiiiienglneering 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 ProlectlOn www.arpe-enq.com # 18-0909 /Amarilis Rodriguez, P.1 License Number 60236 C.A 26359 Signature Date GroupThe Archilecls interior design 8000 NVV 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbH@tagdbi.com website: w Jagmiami.com corporate license AAC 002228 Copyrkp Notice: These drawings, designs and ideas ale the properly at The Architects Group, Inc. and are protected under the copyright laws of Florida. No part thereof shall be copied, or used in Correction vith any work other than for the specific project fur vAch they have been prepared whout written consent of The Architects Group, Inc. w •• Z • N •NH W ch � • L`L f < W - 0 C 0 N C W Tn Z G Z- W C) < U 0) V Z_ U/ X w F- L� 1 W �U OQ on J_ (n Z) F- 170 Z F- Q Z Z �Q F- W Z _1 ZZ wLL F� < ¢ w pU Of w cn aU Z - w\ Z� a of N / rn� 0 DATE SUBMITTED TO BLDG. DEPT.: 06.27.18 JOB NO: 1817-01 DRAWN: AR CHECKED: At REVISIONS: A43-18-19 OWNER CHANGES -19 A CITY2COMMENTS Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: PANEL SCHEDULES AND RISER SHEET NUMBER: E2.01 •6•• V CIO N NOTE: KITCHEN HOODS, HOOD EXHAUST FANS, EXH. ^ ` DUCTWORK, HOOD MAKEUP AIR FAN AND HOOD MAKEUP AIR W DUCTWORK INSTALLED BY OTHERS. SHOWN FOR COORDINATION ONLY. HOOD ENGINEER IS RESPONSIBLE TO VERIFY ALL DUCT WORK SIZES AS NOTED ON MECHANICAL DRAWING TO OPERATE WITH EQUIPMENT AS SPECIFIED ON o KITCHEN SHOP DRAWING. C D 12X10---1bX-12-------1-6X16 _- - -_ _- 20X16 - 20X2G --22 6 /� -� - - ---- --_X RTU#1 \ PROPOSE� 1''I 24X10 X SID ALL 9 7.5 T T � �\ \ � LOBBY ACCESS to I i PROP ED - PANEL D 42X18j�\ 12X12RAG r ` W u I SEATIN 140 i —Z� G AREA _ V �D700<— i TF SW 41 X 10 01 MECHANICAL FLOOR PLAN -- SCALE: 17e = V-0" 0 0 I rn 0 N ri N >T 0 M rn 3 c 0 d `o 0 I 0 Q In w 0 Ln a a w z H z Q Q Q 0 0 0 0 I D_ 0- D U MECHANIC, 01 SCALE: 1/4" = 1'- L &20 700 220 _C VD as x - T 3 ORAG 8\ O 00 100 .. ` r CY> > /Lk\ -: r W SHOP L J d « DRAWINGS 1 1121 10 i PROPOSED - N i axD FO O KITCHEN 120NK 121 25 4XO 58502 24 120 �D120 600 O120 B 500 100 err } S OUTLINE OF ADJACENT TENANT WALL BELOW t I L_J � #2 A5RTUN .12' 7.5 T a RTU O 7.5 T T F 37.8 ir --- a 500 16 1 13 - _ - CFM u_ CD LI- \ — 1L�}_JD 1 D18X16 27 „ rd '2XOC 6X6 - 00 TLC-. ID A Nil2X6 100 4 � 4 CORRIDOR <M O/A 270 y 16 yCFM 21LA KSF-1 D r 18X18DN O RTU#3 6.0 T I GOOSE \\ NECK 14 I O �D 2� 0 RTU#2 F �0 7.5 T � U v aW 0 A 500 T 16 CFM co 60 DN 7 I,VWr STORM DRAIN F- Z'3 LU 0 w m a J Z ZZ 5'Z 0'Fw Ild E KEY NOTES 1 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. OFULL 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. OCEILING 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 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. 10 WIC EVAPORATOR UNIT BY OTHERS. REFER TO KITCHEN DRAWING FOR SPECS S 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 R/L ROUTE. 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. 15 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 1OFT 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, 87g 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. 23 NEW SPIRAL ROUND DUCTWORK DOUBLE WALL. INSULATED R-6 AT ALL EXPOSED CEILING AREAS. 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. MECHANICAL REVI W APPROVED DATE JOB # 181909 A."ariiis Rodriguez, E. License Number 602 ■engineering Inc cAsaaza 2020 Ponce de Leon Blvd., Suite 1002 07 Coral Gables, Florida 33134 Enginsenng Design Signature _ Phone > 305 444 9809 > Eeu i ✓ s Fax > 305 444 9827 > Plumbing > Fire PlItIlill www.aroe-eno.com The Architects Grou Grou • • 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbt(�lita9dbi.00m website: w Aagmtamt.com corporate license AAC 002228 Copyright Notice: These drawings, designs and ideas are the property of The Architects Grail, Inc. and are protected under the copydgfrt 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. •saw•e •• a W ®eu• •a • Z.... .. i e.• •• era• F— • • au®• Z'.• " .. wM ¢ ua Q a 0 =o LL1N Z - z Z _ w o¢ Q V Z U) X H Q ~ W O0 I 0 0— J_ U) M� W Z Q Z Z x n� Zz nL w Q ¢w ^ -o 0 w W w 0 �/ ` o Q a. LL / rn 0 DATE SUBMITTED TO BLDG. DEPT.:'31 JOB NO DRAWN CHECKED'+r. REVISIONS A4 OWNER CHANGES 03-25-19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: MECHANICAL FLOOR & ROOF PLAN SHEET NUMBER: M 1ri 1 sue•• en•se• •ou• •ue• •••us e• e n,^ W IN z 1Z Lazo 3 rn 3 v C O d 0 CD L� I O C H co w O of a w z_ z a rn 0 0) O ro / a a 0 0 CD V L L Q L F" 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 UNIT SIZE WT REF TYPE CHARGE SERVICE RTU NUMBER TOTAL OA KW STEP ESP HP FLA NO. RLA LRA NO. FLA/HP MCA FUSE VOLTS-PH-HZ T.MBH S.MBH TONS Db/Wb Ambient (H X W X L) LBS LBS #1 & #2 50HCE08-5 3000 500 7.8 1 1.0 2.4 6.9 13.6 EACH 83.0 EACH 2 1.5-1/4 41 50 208-3-60 93.3 72.2 7.5 80/67 95 12 2 50 X 60 X 88 1060 R-41CA DINING SCRO #3 50HCE07-5 2400 270 7.8 1 1.0 2.4 8.4 19.6 136.0 2 1.5-1/4 38 50 208-3-60 75.2 56.9 6.0 80/67 95 12.2 42 X 60 X 88 915 R-410A KITCHEN SC1 ROOFTOP AC NOTES: 1. OUTSIDE AIR DESIGN CONDITIONS: 92.3FDB - 46.6FDB. 4. PROVIDE 14" FACTORY FABRICATED ROOFCURB WITH PROPER VIBRATION 4. FACTORY CONDENSER COIL PRE -COAT FOR CORROSION RESISTANCE 8. 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. SENS OR OPTIONS L. 3. PROVIDE 2-POSITION MOTORIZED OUTSIDE AIR INTAKE DAMPER WITH RETARDANT ARMAFLEX. "HUMIDIMIZER". 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 PRESS.EF-1 ELECTRICAL AMPS. WATT RPM UNIT SIZE MODEL INTERLOCK WITH RESTROOM CEILING 1 70 0.8 .125" 115/1/60 0.27 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 BUILDING AIR BALANCE CALCULATION KITCHEN EQUIPMENT SUPPLY EXHAUST KITCHEN TYPE I HOOD #1 2,669 CFM 3,336 CFM AC OUTSIDE AIR TOTAL BUILDING 270 CFM 2,939 CFM KITCHEN MAINTAINS NEGATIVE PRESSURE-397CFM EQUIPMENT SUPPLY KITCHEN HOODS #1 & #2 2,669 CFM RESTROOMS -- TOTAL AC OUTSIDE AIR 1,270 CFM TOTAL 3,939 CFM BUILDING MAINTAINS POSITIVE PRESSURE +463 CFM 3,336 CFM EXHAUST 3,336 CFM 140 CFM 3,476 CFM 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/65OSF -- -- -- 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 COUNG ASSEMBLY - X FIRE STOPPING - X SMOKE CONTROL - X HVAC SYMBOL LEGEND SYMBOL DESCRIPTION ® SUPPLY DUCT RETURN/EXHAUST DUCT VUJ�U FLEXIBLE DUCT ELBOW W/ TURNING VALVES REF. S&R REFRIGERANT SUCTION & LIQUID LINES -CD- CONDENSATE LINE \F-1 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 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 ■iiiiiiiiiiiiiiiiiiiiiiiienglneenng Inc 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Phone > 305 444 9809 > bte: nau"? > Electncai Fax > 305 444 9827 > Plumbing > Fire Prote eon JOB # 1 Amarilis Rodriguez, E. License Number 6023 CA 26359 Signature The Architects .. interiordesig 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi@tagdbi_aom website: www.tagmiami.com corporate license AAC 00222a Copyright Notice: These dravdngs, designs and ideas are the property of The kchiteds Group, Inc. and are protected under the copyright Iews 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. a . • V. V ne... W ..... se • �J Z.••m. +... • s e• sew •eea eawe•• a e .eases ZLu.• ' e .. Z LL e•o•.® Z ,L Cr w ¢w Qg �o N W n Z Z- w oQ U < rn CD Z U) X W Q W Ov I �^^ 0 1'..^� J VJ M) F_ W Z F. Q Z Z NQN I- I- w zZw J W "- w F_ a � U W° s 2 w W Z O w \ oQ a LL / 00 M 0 DATE SUBMITTED TO BLDG. DEPT.: JOB NO: DRAWN: +.. CHECKED: REVISIONS: A4OWNER CHANGES 03-25-19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: MECHANICAL SCHEDULES SHEET NUMBER: . a •es.ee •eu•• s e SCALE: N.T.S. rT 3 a c 0 a- N in I O O d (D to W Ir 0 2 (n Q H Q W Z_ 2 Z Z Q Q a 0 O 0 O 1 00 i LL �'/� O Ty�T 0LI ry O QQ co LL. UJ O i I� Z = LI W C7 0 QPROVIDE QWASTE LABRKING TO ALL GREASE tANDAFTER ZTIME COMPBE VISIBLE AT ALL DURING INSTALLATION. C'I O i zCL !� 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. FOG 2.0 .Required Information Tank No.2 Tank No.2 Tank No.3 Tank No.4 Capacity(gpm) 100gpm 100gpm FOG Load Capacity(lbs) at 99%Efficiency -- 2593S8los. Manufacturer Schier Schier' Model No. GB250 GB250- 3ry Parry 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. NlA / Solid Separator Make and Model 12N Striem CB-125-SFL DERM Construction Inspection Required Prior to Plumbing Final for all Municipal protects. 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 W 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 A A A A I O ADJACENT BUILDING .0/ WATER MEATIER 1 ", FIELD 1 4'J VERIFY OTHERWISE CORRECT _.J / I / 1 i / i 1 EX. 4"SAN EX. 4'SAN POCi �' \ \NEW SAMPLING PORT 4"SAN. IN\xaCCESS BOX 2 X2' I - v MOD-SY-2A i 1 EX1ST11+� \ \ NEW 2 GI IN GROUND \GB-250-2 IN SERIES, 100GPM I SERVICE AREA \� \ ��' i" y - 5 \�N v y\VA Vvv�� -- ' X\�\ `\ \�\' \ \ \` \ SEEP 1�}2\,-- �- I FUTURE NATURAL GAS METER \FOR CONTINUATION:` -1-1/4" AND REGULATOR i �---- ------ - 49' BY GAS COMPANY. EXISTING 4"G SOLID 'INTERCEP f2 SEE P-'1. A I I � V v.A \ v v \ . \ \ \ STRIEM MODEL CB- IIZ5 SFL. \\' FOR CONTINUATaO� � �\. � \ \ '. \ \ �' MAIN VALVE AND REGULATOR BY COMPANY GAS_ \ \ \ \ \ \ EXISTING 4 2. SEE P.1.�, -xi. rmc 1. AA \� \\�A� `. V AA. vy v FOf� CONTINUATID v yv �H vvGAS PIPE JOv r 'S Ii NT v� 4' PRESSURE RELIEF VALVE & �- --- - -------------�-�--=------- N, - - - \ \------------- \ \ \ \ \- SEE P-1.D2 F R CONTINUATION \ - - F \\ 2 FILLING CONNECTION. \ \\ \\'\ `• \ \ \\ \ \ \, i,, \ ,\ . \ i A\ PROPOSED (4)120 GALLONS . _ V AA\ \v 42. ABOVE GROUND. PROPANE NOTES: i �\ \\\ \ \ \ TANK. COORDINATE WITH GAS INSTALLATION OF GREASE INTERCEPTOR SHALL BE IN A \ \\\ \\ \ \ \ \ \\` COMPANY. LOCATION AND MANNER THAT ALL LABELS AND MARKING ON THE GI � \ \ \\ \\ 4' INSTALLATION SHALL COMPLY \ \ \ \ \ F \ \ \ WITH REMAIN VISIBLE DURING AND AFTER THE INSTALLATION AS r \ \ 2NFPA 58. PER SECTION 24-42.6(0) OF THE CODE OF MIAMI DADE \ \ ` \ \\ \a \ \ J COUNTY. \\e GI SHALL BE ACCESSIBLE AT ALL TIMES TO ALLOW FOR , MAINTENANCE AND CLEANING WITHOUT IMPEDIMENT. �- A_ '� ��\ A ° SCOPE OF WORK THE SAMPLING PORT SHALL BE ACCESSIBLE AT ALL TIME ^ \� \ \ e \ \, \ \� \� \ \ \N �I WITHOUT HAVING TO REMOVE ANY MERCHANDISE AND f \ \ \\ \ \�`, \ \ \ WITHOUT STANDING WATER ON GROUND SURFACE WITH APA s L' " MINIMUM 36"HORIZONTAL FROM ANY WALL FIXED �\ """' \ E \ v` /' EXISTING MOVABLE EQUIPMENT OR STORE AND A MINIMUM 48" VERTICAL F '\\ t �,;\\ ��. \ C� \ �\ \ DUMPSTER CLEARANCE FROM ANY FIXED EQUIPMENT OR STORE i I \ ° \ \\ \\ F \\ ylIP n� A� MATERIALS. i •,� �vV � � \ �V \\ REMOVE EXISTING WHEEL S OP AND PARKING STALL /A �1 lL j PLUMBING SITE PLAN SCALE:1/8" N.E. 98TH. STREET --------------- 75' TOTAL RIGHT-OF-WAY JOB 18 osos \ # A arilis Rodriguez, P.E. g `"fie icense Number 60236 ■iiiiiiiiiiiiiiiiiiiiienglneering Inc C.A.263 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Signature Phone > 305 444 9809 > Mechanical > Electrical Fax > 305 444 9827 > Plumbing > Fire Protection Date �C nterior design 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 3 0 5 — 7 4 0 — 0 1 5 8 e-mail: tagdbiQtagdbi.com .,site: vvww.tagmiami.ccm 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 wit any work other than for the specific project for which they have been prepared without written consent of The Architects Group, Inc. • e • e W •• Z••••a• 2 •••o Z •• W m • • Z J • Z WW •••• If WQ j CI mi0 N W Z Z Z— � W Q U < 0) Z VJ W Q Ov 1 Q m Z I— Q Z Z W M � M z z� W " ¢u I— < a Of H V 1 N T W W Q W U) z EL�- DATE SUBMITTED TO BLDG. DEPT. : JOB NO DRAWN CHECKED .,r REVISIONS: OWNER CHANGES 1 12-21-18 RTC 2 01-24-19 6-12-19 S CITY COMMENTS Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: PLUMBING SITE PLAN SHEET NUMBER: 0 0 M N O I rn 0 N Mi N 0 0 rn 3 0 `o w0 I O a of w 0 Tr cn Q F Q W Z_ F Z Q w Q Q rn 0 rn 0 00 a 7 O m U m r U F- F EQUIPMENT SCHEDULE Item No Qty Equipment Category oc 6 N OV) oc p N =0 oc U N oIn t-c L -0 N c05 c N 0v) � m M Equipment Remarks 100 1 Oven, Convection, Gas 0.75 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 1.25 0.5 77.5 106 1 Refrigerator, Shorty 107 1 Refrigerator, Undercounter 108 1 Refrigerator, Sandwich/Salad Prep 109 1 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 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 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 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 0.5 601 2 Underbar Speed Rail 603 2 Underbar 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 Underbor 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 Verify with Vendor 619 1 Coffee Grinder Verify with Vendor 620 1 Coffee Maker, Satellite System 0.25 IVerify with Vendor 620 2 Trash Cans 621 1 Mixer, Drink 700 5 POS Low Voltage Required 701 7 Printer Low Voltage Required Si 1 Shelving, Wire S2 1 Shelving, 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 -- 2593.58lbs. Manufacturer Schier Schier Model No. GB250 GB250 3rtl Pam/ 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 N/ Solid Separator Make and Model 2 Striem CB-125-SFL DERM Construction Inspection Required Prior to Plumbing Final for all Municipal) � proiects. Fallure 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. E3 1 PROPOSED LOBBY EXPRESSO 70L 621 j MACHINE-1"IW 51�0 DISP. BEER �- IW_t/2" 701 612 (j E 620 0 l 3) t b _4l 70C1 6 o _ - - I�1 - 1 p - -------------- 1 2 " PROPOSED FCO I 3" CAFE/BAR AREA C,6 GW g 2 IM/BIN 6 0 t C '6 . 0 4 ar•ar ee" ' �' - IW_3/4" -IW 1 1 /2 M RACK GLASS- - _ ICE CHEST 1 /2" -_�__7-1V 1 Y_ ! 11 3"FSK W/RESEAL 2 2"FSK W/RESEAL SEATING AREA 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. IW_!=1 2" ICE�� 1 IWC1/t2 701 1 701 70a 000 / ��zl �L 2"V - / 2 COMP.SK / IW-1-1/2" 2"V cuc ,LASS LACKHSK / 1 10 ❑ ❑ IJI. a j EXISTING ELECT. ROOM MSK 18X18 DESIGNATED WASH rK DOWN AREA AT MOP FOR FLOOR MATS. 'm- r 4" 3" 3 COMP.SK t ?1 \PROPOSED J KITCHEN %�1 -1/2" 1 8 ,-- = Ll 31 l T e?_r - - - DW_1-1/2" 701 3„ L YELLOW COOKING OIL CONTAINER. WC 2"FD 3„ UNDER COUNTER CONTAINER CAPACITY = 55 GALLONS VERTICA W/RESEAL TANK MANUFACTURE: DURA-CAST PRODUCTS INC. l BARREL- TOPPER f' I EMPTY FREQUENCY 30 DAYS. NO SUBJECT TO RAIN WATER. PROPOSED i CORRIDOR SANITARY FLOOR PLAN SCALE:1/4" L:' IIIUG�pCtp��7�1pp�11� 111III ��IIIIRIBRB'� . a -• • == 2"FD WC rd OUTDOOR SERVICE j COURTYARD i� EX. 4"GW SEE SITE PLAN P1.00 ,FOR CONTINUATION EX. WAY FCO 4"SAN SITE PLAN 0 FOR INUATION of WAY IN 4" GW NEW 4" SS 1 fli Al � I NEW (2) 35 LBS COOKING OIL JUGS STORED IN DRY STORAGE AND Ili ORDERED AS REQUIRED. ABOVE SHELF. A4OWNER CHANGES 03-25-19 JOB # 18-0909 " e Amarilis Rodriguez, P. . License Number 60236 �1 m�englneering inc CA.26359 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Si ature Phone > 305 444 9809 > Mechanical > Electrical Fax > 305 444 9827 > Plumbing > Fire Protec on Date interiorThe Architects Grou desig 8000 NW 7 Sheet, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbiQtagdbi_com website: www.tagmiami.o rn 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 spectic projed for wNch they have been prepared without written consent of The Architects Group, Inc. a• e • u• Z• .. . • e • m Paco••• Q Z LL Cr w - ¢w c N F w - z � w o 4 0 Z_ r�rn vJ W Q ~ W OU Q CL _J (n W Z Z Z :L:jj) M ZZ J 111 w Q ¢ w /� c } �/ N y W Q� o � 0 1 N\\ oQ a L.1. / rn 0 DATE SUBMITTED TO BLDG. DEPT. . JOB NO: DRAWN: CHECKED: REVISIONS: OWNER CHANGES 1 12-21-18 RTC 2 01-24-19 Pedno P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: SANITARY AND GREASE FLOOR PLAN SHEET NUMBER: Pi . 01 eu•s• ••us• •e•ae• Q) A Z waz V 03 3 0 0 a_ 0 0 I O d CD H v (n W 0 x a t— w z_ x H z a a a 0 0 0 0 a 0 0 U 4) r U t El PROPOSED LOBBY 612 EXPRESSO COFFEE r a 1 BEER 1' 621 MACH INE_1/2" a1 " MAKER-1/2 " DISP. 1�i01� /00 6 i% 6 i 8) C2U 0' 01 61 0 L-O0� 1 SEATING AREA r HA 701 PROPOSED CAFE/BAR AREA I C 6U5D 4"CW & HW ON 01 =7CI 1 /2"CW & HW ON SK PREPARATIO (�Dn 302 301 I T _ — r 2 COMP.f -` _ 1/2 HWR (",^ r___ .I 3 p 1 = ACCESSIBLE SOLENOID == � ' `01 J VALVE FOR FIRE -`1 SUPPRESSION SYSTEM � BELOW CEILING. #0 i GLASS RACK 2 I I�I ISK �'1) = i RRb 1,0t fI--=� Ik� BII tt 2' HW 1 /2"CW & HW / _{ RANGE 01 _-243 MBTU z DP_ 1 �I GRID !! Li 60 MBTU r*,I ROILER 3�0 ❑ ❑� 1 9 ,i - R 1 rl 701 104 MBTU "- 7 0 UI �770SK BTU -- 1/2"CW ON c ATIN o 0 0 i01N �R WATER AND GAS FLOOR PLAN SCALE:1 /4" II I II I II 11' Si 1 L13/4 ROPOSED �KITCHEN "CW&DN CW TO WM SEE SITE PLAN P100 FOR CONTINUATION GAS PIKE SEE SITE PLAN BEFORE CONTINUATION 401 `40 )M 0 OUTDOOR SERVICE eauRT^AR �GGWH 199.00( .REDUCED 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 NOTE 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. 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-4 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 in ice ■�englneering inc 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Sig Phone > 305 444 9809 Mechanical > Elecl cal Fax > 305 444 9827 > Plumbing > Fire Protection Date www.arpe-eng.com # 18-0909\ is Rodriguez, P.E. Number60236 C.A. 26359 The Architects .. i n t e r I o r d e s I i 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagdbi gPtagdbi.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 coped, 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. • e • W•aa••• Ze • s • e u•r•s• • u •YJ • e• Q Z U_ • e LU LU •••• LU Q �0 N F C Z z G z- w C) G1 N U Z vJ X W ~ W OU Q 0 W Z Z Z F m ZLU W W Q LU �a U) U N W W Q W rx} 0 N 0¢ > OD a n 0 DATE SUBMITTED TO BLDG. DEPT.: -.. .. JOB NO: DRAWN: CHECKED: -.- REVISIONS: RTC 3 03-18-19 OWNER CHANGES 4 03-25-19 Pedro P. Ramos, R.A. FL. Lie. 10590 SHEET TITLE: PLUMBING FLOOR PLAN SHEET NUMBER: I." BGUJ-�� a••cuW� • a s•u•• • • s •u•e• ••awem nvJ r� v , • _. E ■ Raftillift f V E ill E h 3` 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* HSK I.Ile / IV- H G; EKISTtr! `� ' 4,.40F S 1 P S Sill ZOKZ I NE�G,ESS 8 �)0 �Ipc IN p FGO C RIE t' GROUP 0'Z 1V ZEGI 1 60'e 0E SK 2 GO�Pi/2r K 3`F `SEpI, I Inc G� TP 1 EKISj4l 011 C` 4 p'1 JVO �FGO POG 0 Vf p� EKI51106 4 4/.18FU S< Ip1 .TI�1G ' I�jc$Gl�S�SFG oEvr MODES 2 STRjE P0G rJEk ,1SF0 SS E'W 4 o40FG� USK y ASK rd ro /1 Ile h GO W 4114 0 3, $19 S O, sK,CA� Z/.ZG� \ 14ro S K 3 GO TPA 3,F ESEA�. V/R TP 3`F ESEAI, �/R >ANITARY IS❑METRIC NTS 01 1 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 (lbs) at 99% Efficiency 2593.58Ibs. Manufacturer Schier Schier Model No. GB250 GB250 3rd 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 o Plumbing Final for all Municipal projects. Failure to secure DERM Construction Inspection will result in p q t g p p 1 P 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. TP ZOf ESEpI �G 2,F ESEpi, 0 OWNER CHANGES 4 03-25-19 OB # 18-09 '© Amnse Rodriguez, P E. License Number 6023 ■engineering inc C.A.26359 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design nature ' t Phone > 305 444 9809 > Mechanical > Elec a Fax > 305 444 9827 > Plumbing > Fire Protection Date GroupThe Archilecls interior desA 8000 NW 7 Street, Suite 101 Miami, Florida 33126 T, 305-740-01 50 F. 305-740-0158 e-mail: tagdbiQtagdbi_c m 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 shaft be copied, or used in connection with any work other then for the spedfic project for which they have been prepared without written consent of The Architects Group, Inc. .em. m 0uq s• • • •• : .m•see Ww•sse m ••s •s e Z e • • e e eeee • •• roue... e m mD Z c+J •••ee• r. a ' _1 e Z ••me u aw aC N i 5 w z G. z - _1 Q CD Z_ v) W Q ~ W Ov I U) m Z � Q Z Z W F— L J Q Z zti t <W �cl� U �t w W w 0)Z — 0 a ¢ 0 DATE SUBMITTED TO BLDG. JOB NO: DRAWN: CHECKED: +- REVISIONS: OWNER CHANGES 1 12-21-18 RTC 2 01-24-19 Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: SANIATRY ISOMETRIC SHEET NUMBER: P —2 . •®0tluu ••mm Wu :mm�aL ••mm6m m .•e.mm • a 50LE�010 E551OR FIR5Y5TEM SU LVC PPP N0 3� PIPER 5 2PM BTU/N 1'1500 952 11 r0 6ri1/NR 952 5 0 4g� rI 6� /RR G 9 000 D OR 1A6ME PIPE 2� 4 GAS EQUIPMENT GAS OVEN_ 88,000 BTU/HR GAS RANGE_ 243,000 BTU/HR GAS GRID_ 160,000 BTU/HR GAS BROILER_ 80,000 BTU/HR GAS FRYER - BTU/HR GAS GAS COOKER_ 77,500 BTU/HR �GWH_ 199,000 BTH/HR TOTAL_ 951,500 BTU/HR 4 5 GAS NOTES 1. USE THE FLORIDA BUILDING CODE -FUEL 2017 GAS TABLE 402.4(28) 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 BEL t4' E PIPE �1/2 MBTU PIPE 5 1 2 5 VME 11 5 t66k 5 MgTU P PIPE 4 M 6TU 5 3/4P 1 3 142/ 5 M E P16TU A M cal E O tJ gTU 1° 1 4 �126t,5t'ME5 MgTU PIPE M P E 88 RpRGC ' ° t' 2, 18 314000 fo 2''3 MB 0 �6TU R 4 16 860I BTUYCP 3/ 3/ V 1' 60 M FRB U ER 104 Gp6TU 11,5 GAS ISOMETRIC N TS FLORIDA BUILDING CODE -FUEL 2017. GAS TABLE 402.4(28). SCHEDULES 40 METALLIC PIPE. GAS -PROPANE. INLET PRESSURE_11.0 IN W.C. PRESSURE DROP_0.5 IN W.C. SPECIFIC GRAVITY_1.50 110 51 MAID REGJ AT R� 0 5P 5 U 1L ' B) MAIN 402 NOS TU/NR G Pp6LE Oj5TA 00 0 FILLIR OUND. - GP TOTAL951, 44 RELIEF J P oNTEAVIC B��OV5 OR 5 PRE550tj0N(4)11,0 RNDAI�S�pt GORN5EDTANK.TION NFPA PRQPpI�E LOGANIITR l 2, ��MPpNOMPL�' k SHALL 2 MpKER GOFfEE E550 MpGRII�E BRA PR 4 LlPON orluol 2 10 REGIR tU�� � AB E G40 . VGA R�pF� ERER(2 F pND HOT Will PC PER V�ATER off OC A034 9 ROT 6E 155 TO 0 32� TO 0000G�ylr �\1/2P _ G ° A/4�5FU 3/4 O .N5FU) BRA 1 I yVRA 1/2 �1 ° °G��2vV ,/2P OF? t / EGK �T 0005EGR022 V �N'06 3 ,/2 i \`� tA,18i 4 W S EKES \` 3/ PSG LE IN 1 / SHED F Rog i DNA / Ia 1p9Fn ° 1/2A J' 3/4A " I t/21, It/2 G VA 0 11 MIT TyP BFPiY' r 1/2 1,1/4°/24 WATER ISOMETRC NTS G�RJE 0008 pg0 e 1 G �/ C 1•i14V�2 1 of SFU /. t /4 4A.24u� METER %� I t'1lA�VpTER 51Z GT A 0 RIB RE OELD E GOR OTUER I / 5O� 3/4 FI — 1 \ �a I olf FP 1 6 ' 1/2 E G0 v 2 NTVf �l�p55E DG P GRE214 2 /E� �PO /JUA5SE OLC t 0 DG tO9F 4�5o �6• I1 3/4°G� 109E ��1/2A 1 R5F iI 1 1/2 ,0 2°� ,j/ 1�c (� ,/ 11/2° 1 1/2P 1 1/2° / 13/� / 31' F 109 a'I' icense ■engineering inc 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: Signature Phone > 305 444 9809 > Mechanical > Electricet Fax > 305 444 9827 > Plumbing > Fire Proteed,n Date 18-0909 s Rodriguez, P.E. Number 60236 C.A. 2W59 8000 NVV 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 3 0 5 - 7 4 0 - 0 1 5 8 e-mail: tagtlbi@tagtlbi.com website: w Aagmiamf.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. u a W •• s ouua Z s aHu• s _ •ee• ••ee•e . . LU M ' LL zx LLI a L.L w 0 V T z UJ to Z Z — UJ O Q U � rn � Z vJ LLJ Q �U W O i W Z Z z :o Liu zZ J <W U vJ V tx Lu W u) Z� 0 a LL / CO o DATE SUBMITTED TO BLDG. DEPT: JOB NO: DRAWN: CHECKED: REVISIONS: RTC 3 03-18-19 OWNER CHANGES 4 03-25-19 6-12-19 5 CITY COMMENTS Pedro P. Ramos, R.A. FL. Lic. 10590 SHEET TITLE: WATER AND GAS ISOMETRICS SHEET NUMBER: E —2.®2 0. Q0 to 4 I 0 N rfi c 3 a U a z O N D- U7 ce ce < g a w z i z rn 0 rn 0 I ro 6, d a 0 0 U N s ¢ L H PLUMBING GENERAL NOTES AND SPECIFICATIONS: 1. A. SCOPE OF WORK: - THE WORK SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE DRAWINGS, SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE SYSTEM, INCLUDING BUT NOT NECESSARILY LIMITED TO: 1. DOMESTIC COLD AND HOT WATER PIPING SYSTEMS 2. SANITARY DRAIN AND VENT SYSTEMS 3. PLUMBING FIXTURES AND TRIM 4. PRESSURE & TEMPERATURE RELIEF AND PAN DRAIN FROM WATER HEATER. 5. PIPING INSULATION 6.SUPPORTS AND HANGERS B. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2017 EDITION OF THE "FLORIDA BUILDING CODE" AND LOCAL ORDINANCES AND IN - COMPLIANCE WITH THE "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION", AND "HRS" REGULATIONS. IN THE EVENT OF CONFLICT BETWEEN ANY CODE OR REGULATIONS, THE MORE STRINGENT REQUIREMENTS WILL GOVERN. 2. CONTRACTOR TO VERIFY AT SITE THE LOCATION, ELEVATION AND SIZE OF ALL EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS COMPOUND BEFORE COVERING 4. WATER -HAMMER ARRESTOS SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. ACCESS SHALL BE PROVIDED TO WATER -HAMMER ARRESTORS. 5. ALL FLOOR DRAINS TO HAVE TRAP PRIMERS 1/2" LINE FROM THE NEAREST PLUMBING FIXTURE. 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS, SHALL HAVE SMOOTH IMPERVIOUS SURFACES AND SHALL BE FREE FROM DEFECTS AND CONCEALED FOULING SURFACES. ALL FIXTURE TRIM TO BE CHROME PLATED. ® 1/4"/FT. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES 3" OR MORE, SLOPE @ 1/8"/ FT. AND 2" AND UNDER, SLOPE 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION, AND AT BOTTOM OF STACKS. CLEAN OUT LOCATIONS AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. WALL CLEAN OUT SHALL NOT BE SEEN FROM ANY LIVING SPACE ROOMS, THEY MUST BE LOCATED UNDER SINKS, LAVATORIES & CABINETS. 9. VENT LINES TO EXTEND 9" MIN. ABOVE ROOF AND FLASH WITH LEAD. 10. THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES FITTINGS SHALL BE IN ACCORDANCE WITH TABLE 604.4 F.B.C. 11. CONTRACTOR SHALL COORDINATE WITH OWNER AMOUNT & LOCATION OF HOSE BIBBS PRIOR TO INSTALLATION. 12. PIPING A. SUPPORT ALL PIPE FROM SOUND PORTIONS OF STRUCTURE AND AT PROPER INTERVALS ACCORDING WITH CODE. B. PROVIDE SLEEVES FOR ALL PIPING PASSING THROUGH FOUNDATION SLABS OR 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 DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. D. LOCATION OF FULL -OPEN VALVES. AS PER FPC 606.1 F. LOCATION OF SHUTOFF VALVES. AS PER FPC 606.2 G_ SANITARY WASTE, VENTS & STORM DRAIN SHALL BE STANDARD WEIGHT CAST IRON NO -HUB PER CISPI STANDARDS 301 , WITH STAINLESS STEEL ONE-PIECE NEOPRENE GASKETS UNDER SLAB PIPING SHALL BE CAST IRON BELL AND 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. H. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "PVC" SCHEDUI:f 40 PIPE & FITTINGS. DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND PIPE ACCORDING TO ASTM B-42. TUBE ACCORDING TO ASTM B-88. ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM A120-68. J. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B-88 BRONZE GATE VALVES. K. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. 13.INSPECTIONS AND TESTS A. CONTRACTOR SHALL BE RESPONSIBLE TO ASK FOR INSPECTIONS TO THE AUTHORITIES HAVING JURISDICTION, AS THE WORK PROGRESSES. ALL SYSTEMS SHALL BE TESTED BY CODE AND/OR LOCAL REGULATIONS. B. DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAINS, THE ENDS OF SYSTEMS SHALL BE CAPPED AND ALL LINES FILLED WITH THE WATER TO THE HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION IS MADE BY AN OWNER REPRESENTATIVE. C LIMERITO EACH LIZE ALL V1J.0 ATER 0 GALLONSLINES ITH OF WATEROFPPMRE OF WOF()) AVAILAB E OLORINE) INATED RETAIN MIXTURE IN PIPES 48 HOURS AND FLUSH THOROUGHLY WITH POTABLE WATER BEFORE PLACING IN SERVICE. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. D. COMPLETE SYSTEM, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST AFTER COMPLETION OF THE INSTALLATION. THERMOMETER TYPICAL UNION (TYPICAL) 3/4"GAS SUPPLY GAS COCK 1 I WATER HEATER I I HOT WATER TO FIXTURES I HWR FROM FIXTURES I P & T RELIEF _VALVE. DISCHARGE 3/4" PIPE AT 6" AFG OUTSIDE THE BLDG. �HWR IN FROM HOUSE I VENT HOOD i I HWR PUMP PLUMBING LEGEND SYMBOLS AND ABBREVIATIONS - - - - - V VENT G GAS U__� TRAP SD STORM DRAIN - CW COLD WATER CW RESEAL ISO. S WASTE If ROUND FD ISO. - CWF COLD WATER FILTERED SQUARE FD ISO. ------- HW HOT WATER HWR HOT WATER RECIRCULATION POC POINT OF CONNECTION TOILET ISO. s-0ai SOV SHUT-OFF VALVE I J VTR ISO. CO CLEANOUT PLUG �I CAP WCO WALL CLEANOUT �l CLEANOUT WHA WATER HAMMER ARRESTOR T FLOOR CLEANOUT CDH VIV VALVE IN VERTICAL GATE VALVE ISO. H BWV BACKWATER VALVE SV SOLENOID VALVE CHECK VALVE ISO. ARROW INDICATES DIRECTION OF FLOW { HB HOSE BIBB AND TYPE CAP ISO. c-Iw VF VhPa RPBP BACKFLOW PREVENTOR 8+X ' WATER METER �n WATER FIXTURE SUPPLY GM GAS METERlr_ l I GR GAS REGULATOR FD FLOOR DRAIN ® FSK FLOOR SINK T & P TEMPERATURE AND PRESSURE RELIEF VALVE f-- �-D DN PIPE DOWN UP PIPE UP DP PIPE DROP A I FILTER I W /` TIMER T PERATURE GAS DRIP IN LINE v SENSOR LEG I INPUT DRAIN VALVE GAS DRIP GAS �_ �_ COLD WATER IN LEG -SAFETY VALVE SHUT-OFF VALVE AIR INTAKE (TYPICAL) RV EXPANSION CHECK VALVE TANK TYPICAL OUTDOOR GAS TANKLESS WATER HEATER NTS NOTE TEMPERED WATER SHALL BE DELIVERED TO ALL FIXTURES THROUGH AND APPROVED WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO ASSE 1070 OR CSA B125.3. 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-20M1 OR SIMILAR MAX. PRESSURE PSI_150 MAX. TEMP. F_2000 TANK VOLUME-GAL._8.5 AIR PRE -CHARGE PSI_20 DI AM E TER-12.5" LEN GH T-19.2" WEIGHT-15 LBS TANKLESS WATER HEATER SCHEDULE MANUFACTURE_NORITZ MODEL_NRC1111 OD SIZE_24.2"Hx 18.3"Wx 9.4"D WEIGHT_66 LB MAXIMUM GAS INPUT_199,000 BTU/HR USE OUTDOOR PROPANE GAS GAS SUPPLY-3/4" WATER CONECTIONS-3/4" l EFFI Cl EN CY_0.91 9 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 3"0 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 "A_ln "A_211 nB-111 11 5-211 U.L. NO. UL. NO. UL. NO. U.L. NO. C-AJ-1106 C-AJ-203cJ C-AJ-1146 C-AJ-1146 I I I 1 I 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 TFE 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 WIjFLATHEAD EDGES ANMACHINE A • . e CONC FLOOR SLAB NOTIEU 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. rrB-lu "CA-1" uC-211 nC-Iu UL. NO. U.L. NO. F-5-1003 F-A-2005 I L-11 •, POURED INPLACE CONCRETE U.L. U.L.SLEEVES AND FIRESTOPPING F-A-20-2010 F-A-20-2006 USE PROSET "FIRESTOP 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 GLASS PIPE AND ELECTRIC AND COMMUNICATION CONDUIT PENETRATING FLOORS OR WALLS. B. SYSTEM "B" PENETRATORS FOR CAST IRON DWV PIPES FOR STACKS AND DRAINS PENETRATING FLOORS OR WALLS. C. SYSTEM "C" 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" 11B_411 "B_411 11C_411 uG_1" 11B_1" CORRUGATED METAL DECK U.L. NO, C-Ai-1106 (tew NOT lD Elm 11O' SECIIIE 9WPORIS W - S1110CnllE ABOVE `OIEV6 NAMM i 0) 1FEPo1 ISTA11F MOv16 VALVE �ATAED MODEL SM GOLD VMlEA SMY 18E MDT 1A IM SIPPLY WE U.L. NO. U.L. NO. F-A-1003 1 F-B-2-2002 U.L. NO. U.L. NO. C-AJ-1146 F-A-2006 FIRESTOP PENS MIXING VALVE DETAIL NOT TO SCALE U.L. NO. C-AJ-1146 TRATOR ECIRCULATION PUMP SCHEDULE MODEL: GRUNFOS UP-15-42135/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-36OF MAX. WORKING PRESSURE_145 PSI 2 GASKETINCLUDED OPTIONAL GRUNDFOS 599388 24 HR PROGAMMABLE TIMER CLOCK, INDOOR WORK POURED INPLACE CONCRETE DETAILS NO SCALE MASONRY WALL ;: GYPSUM WALL U.L. NO. W-L-103& nB_lu U.L. NO. C-AJ-1146 U.L. NO. W-J-2010 "A-2" UL. NO. W-L-1038 "A-3" U.L. NO. W-L-1038 1ICA" U.L. NO. W-J-2010 1® arili Icense ■engineering inc 2020 Ponce de Leon Blvd., Suite 1002 Coral Gables, Florida 33134 Engineering Design: SlgnaturE Phone > 305 4" 9809 > Mechankal > ElecMcal Fax > 305 444 9827 > Plumbing > Fire Protecdm Date www.ari)e-enq.com s 18-0909 Rodriguez, P.E. Number60236 C.A. 26359 , 8000 NVV 7 Street, Suite 101 Miami, Florida 33126 T. 305-740-0150 F. 305-740-0158 e-mail: tagtlbi@tagdbi.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 wriden consent of The Architects Group, Inc. • • a •. . W Z • s 2 sus s z - n •..... W ;h WLL •••• i aw a Cr c :v = F C w rn z C z- uJ ¢_ o J U rn :2 V Z U) X W Q i~ �U W O 1 �^ 0 Z W w Z J L LULU 1- 1 `Q 4 w o 0-,cn w U Co ern o Li < z- s 0a LL \\ / w DATE SUBMITTED TO BLDG. DEPT.: - JOB NO: DRAWN::.. CHECKED: REVISIONS: OWNER CHANGES 4 03-25-19 6-12-19 5 CITY COMMENTS Pedro P. Ramos, R.A. FL Lic. 10590 SHEET TITLE: PLUMBING SCHEDULES AND DETAILS SHEET NUMBER: P-3.01 • ••Ym`u ,• • •Hue .... ...... • ..Hit¢ • `y60