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DRAWINGSGENERAL NOTES: 1. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, THE LOCAL BUILDING CODE, NOISE & HEIGHT ORDINANCES, PLANS AND SPECIFICATIONS. 2. ALL MATERIALS SHALL BE NEW AND ALL WORKMANSHIP AND MATERIALS SHALL BE W STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, PRODUCT APPROVAL, RULES AND ORDINANCES, ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION. 3. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING A COMPLETE OPERABLE MECHANICAL SYSTEM. 4. ALL LOUVERS, GRILLES, PIPING, ETC. SHALL BE PAINTED TO MATCH SURROUNDING COLOR AND TEXTURES AS REQUIRED BY ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT WITH BENJAMIN MOORE EPDXY ENAMEL 182. 5. ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING, AND WALL OPENINGS SHALL BE BY THE GENERAL CONTRACTOR. 6. ALL OPENINGS IN BUILDING STRUCTURE, FOR DUCTWORK, PIPING, ETC. TO BE 1/2" LARGER (ON ALL SIDES) THEN THE OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE RETARDANT SILICONE FOAM (I.E. CHASE -FOAM CTC PR -855 BY CHASE TECHNOLOGY CORP.). 7. SHOP DRAWINGS: CONTRACTORS SHALL SUBMIT FOR APPROVAL, WITHIN 30 DAYS AFTER SIGNING CONTRACT, A MINIMUM OF FIVE COPIES OF FULLY DESCRIPTIVE LITERATURE, INCLUDING BUT NOT LIMITED TO: AIR CONDITIONING UNITS, FANS AND AIR OUTLETS. NO WORK SHALL PROCEED WITHOUT APPROVAL OF THESE SUBMITTALS. 8. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT. 9. PROVIDE MAINTENANCE AND OPERATION MANUAL ON ALL MECHANICAL EQUIPMENT OR SYSTEMS. PROVIDE 5 SETS OF SUBMITTALS ON ALL HVAC EQUIPMENT. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. 10. HVAC CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, DUCTWORK, THERMOSTATS, AND ALL OTHER EQUIPMENT,PARTS AND LABOR UNDER THESE DRAWINGS AND SPECIFICATIONS FOR A PERIOD OF ONE (1) YEAR AFTER C.O. OF BUILDING. ANY REPAIRS REQUIRING SYSTEM SHUT DOWN WELL BE DONE DURING NON OPERATIONAL PERIODS. HVAC CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO BIDDING AND PURCHASING ANY EQUIPMENT. 11. AIR QUALITY SHOULD BE TESTED BEFORE OCCUPANCY AND SHOULD BE INSTRUMENTED AND MONITORED THEREAFTER, OR AT LEAST AT REGULAR INTERVALS 12. GENERAL CONTRACTOR TO PROVIDE FINAL TEST AND BALANCE PER NEW DESIGN LAYOUT. MECHANICAL EQUIPMENT NOTES: 1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO FUNCTION PROPERLY. 2. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS CALLED FOR IN THE SPECIFICATIONS. IF NOT SPECIFIED, AS RECOMMENDED BY MANUFACTURER FOR QUIET OPERATION (WITH 99% ISOLATION EFFICIENCY). 3. INDEPENDENT CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL EQUIPMENT AIR DEVICES, EXTRACTORS, DAMPERS, AHU'S & FAN RATES, ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE PLANS OR SCHEDULES. PROVIDE T&B REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. PROVIDE FINAL BALANCING FOR ALL SYSTEMS TO SATISFACTION OF OWNER AND ENGINEER. T&B CONTRACTOR SHALL VISIT JOB SITE DURING CONSTRUCTION TO ENSURE THAT ALL DUCTS, DAMPERS, ETC. ARE INSTALLED FOR PROPER AND QUIET'AIRDELIVERY. 4. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. 5. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 6. FILTERS SHALL BE IN PLACE DURING CONSTRUCTION. PROVIDE A NEW SET PRIOR TO TEST AND BALANCE AND A FINAL SET AT THE END OF ONE YEAR SERVICE PERIOD. AIR DISTRIBUTION / DUCTWORK NOTES 1. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPE. 2. PROVIDE OFF WHITE FINISH (SUBJECT TO ARCHITECT'S APPROVAL). 3. ALL DUCTWORK WHERE ALLOWED BY LOCAL CODES AND AND CEILING RATING SHALL BE 1" LOW PRESSURE DUCT, SEAL CLASS "C" AND AS FOLLOWS: A. S/A & R/A - 1-1/2" THICK FIBERGLASS DUCT BOARD WITH VAPOR BARRIER (R-6 MIN.) B. EXHAUST AIR DUCTWORK - GALVANIZED SHEETMETAL B. OUTSIDE AIR DUCTWORK - INSULATED GALVANIZED SHEETMETAL 4. ALL DUCTWORK AND DIFFUSERS SHALL BE RATED FOR THE USE, PRESSURE AND TEMPERATURE SPECIFIED AND AS REQUIRED BY THE CEILING SYSTEM RATING. 5. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH "SMACNA" STANDARDS AND LOCAL BUILDING CODES. 6. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 7. SEAL ALL DUCTS, JOINTS AND SEAMS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 8. PROVIDE ACCESS DOORS AS REQUIRED FOR ALL MECHANICAL EQUIPMENT TO SERVICE AND VISUALLY CHECK ROTATION OF FANS AND MOTORS, POSITION OF DAMPERS, REPLACE FIRE DAMPER LINKS, ADJUST OR REPLACE CONTROLS, ETC. 9. PROVIDE VANED ELBOWS IN ALL CASES, SPLITTER DAMPERS WHERE INDICATED ON DRAWINGS AND VOLUME CONTROL DAMPERS IN ALL BRANCH DUCTS OR DIFFUSER CONNECTIONS. 10. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE AS FOLLOWS: CEILING DIFFUSER: EQUIV. TO TITUS MODEL TDC-AA WALL DIFFUSER: EQUIV. TO TITUS MODEL 300 FL RETURN REGISTER: EQUIV. TO TITUS MODEL 350 FL GENERAL NOTE: CONTRACTOR TO COORDINATE DUCTWORK LAYOUT WITH EXISTING ELECTRICAL CONDUITS, ETC. REROUTE EXISTING DUCTWORK AS NESSESARY. NOTIFY OWNER, ARCHITECT AND ENGINEER OF ANY CONFLICT WITH EXISTING CONDITIONS TO PROVIDE SOLUTIONS. CONTRACTOR SHALL VISIT JOB SITE PRIOR TO BID. T&B CONTRACTOR SHALL PROVIDE A FINAL TEST AND BALANCE REPORT WITHIN SCOPE OF WORK TO PROVIDE THE DESIGNED QUANTITIES SHOWN ON PLANS. PROVIDE T&B REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTER ENGINEER. - LEGEND NEW SUPPLY DIFFUSER NEW RETURN AIR GRILLE MANUAL VOLUME DAMPER (T PROVIDE PROGRAMABLE T -STAT. NEW FLEXIBLE DUCT, U.L. CLASS 1 (R-6) NEW DUCT WITH R=4.2 INSULATION. OUTSIDE AIR CALCULATIONS (AS PER ASHRAE 62.1-2010) APPLICATION #OF PEOPLE CFM/PERSON NET FLOOR AREA CFM/SF O.A. CFM O.A. PROVIDED A/C#1 14 5 580 0.06 104, 125 NOTES: 4-WAYSUPPLY 1. CALCULATIONS ARE BASED ON ESTIMATED DESIGN OCCUPANCY RATES PSR ARCHITECTURAL PLANS AND VENTILATION RATES PER ASHRAE. --WALL CAP WITH - BUILT-IN DAMPER WALL CAP DETAIL NOT TO SCALE WALL CEILING GRILL WITH OBD DAMPER NOTE: BOLT CONDENSING UNITS TO CONC. PAD TO WITHSTAND 150 MPH HURRICANE FORCE WANDS PER FBC 301.12. CONDENSING UNIT 2" X 2" X 3/16" STEEL ANGLE WITH 3/8" BOLTS TO BASE OF UNIT AND 3/8" RED HEAD ANCHOR INTO CONCRETE PAD. (TYPICAL TWO SIDES) PROVIDE 4" PVC SLEEVE AT PENETRATION AND SEAL ENDS WATERTIGHT REFRIGERANT LINES METAL STRAPS SECURED TO BUILDING WALL PROTECTIVE METAL JACKET. PAINT TO MATCH ARCH. NEOPRENE VIBRATION ISOLATORS 6" PREFAB PAD CONDENSING UNIT MOUNTING DETAIL- N.T.S. NOTE: HANG DUCTS ACCORDING TO SMACNA STANDARDS TYPICAL Z BAR AND WIRE DUCT HANGING DETAIL TYPICAL HANGING - STRAP AND SADDLE HANGING DETAIL 10"0 MAX. METHODS OD DUCTS DETAIL SECURE WIRE AIR DISTRIBUTION DEVICE SCHEDULE UNITUNITSELECTION SERVICE AIR HANDLING NECK SIZE REMARK Na SYSTEM DATA BASED ON MODEL CFM aZ A CEILING SUPPLY TITUS TDC AA WT PLANS 4-WAYSUPPLY GENERAL NOTE: ELECTRICAL COMPRESSOR NO NEW LOADS (CFM) WERE ADDED TO THIS PROJECT, ALL EXISTING LOAD WAS REBALANCE PER NEW DESIGN LAYOUT. REF. LINES Al M Elm TOILET Reinaldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,FLORIDA 33193 Phone: 786-261-9551 REVISIONS 10/1/15 FIELD GOND. SPLIT SYSTEM SCF-IJEDUILE AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA MARK MODEL CFM aZ FAN HEATER WT MARK MODEL WT ELECTRICAL COMPRESSOR UNIT MAX CAPACITY j REF. LINES N0. Q ESP N0. LBS VOLTS -PH -HZ MCA FUSE S SEER LL0 TOTAL OA HP KW STEP LBS QTY. TONS TMBH SMBH SUCTION I LIQUID AHU-1 RH1T24 600 104 0.5 1/3 2.8 1 1.. 95 CU -1 13AJN18 187 208-1-60 1 1.5 14 20 23.8 17.7 13 AS PER A4ANUF. RECORlMND SPLIT SYSTEM NOTES: r 4. PROVIDE PROPER VIBRATION ISOLATORS AS PER ISOLATION 1. OUTSIDE AIR DESIGN CONDITIONS: 91°FDB - 79°FDB. MANUFACTURER'S RECOMMENDATIONS. PROVIDE FILTER RACK UNDER 2 PROVIDE A/C UNIT WITH PROGRAMMABLE HEATING AND COOLING THERMOSTAT WITH AHU. RETURN AIR THRU LOUVERED DOOR UNLESS OTHERWISE NOTED. ON-OFF SWITCH SUB -BASE. (WIRED AND INSTALLED BY ELECTRICAL CONTRACTOR) 5. INSULATE REFRIGERANT SUCTION LINE WITH 3/4" FIRE 3. SIZE AND RUN REFRIGERANT PIPING AS MANUFACTURER'S RETARDANT ARMAFLEX. PUBLISHED RECOMMENDATIONS. 6. PROVIDE BUILT-IN DISCONNECT WITH ALL AIR HANDLING UNITS. Al M Elm TOILET Reinaldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,FLORIDA 33193 Phone: 786-261-9551 REVISIONS 10/1/15 FIELD GOND. 3- L GM i o 00 wah n -rt~. IIII,I - MECHANICAL FLOOR PLAN_ NEW WORK KEY NOTES O NEW HORIZONTAL AHU TO BE LOCATED ABOVE THE CEILING. O G.C. TO PROVIDE 0/A MOTORIZED DAMPERS IN THIS AREA AS REQUIRED. MOTORIZED DAMPERS 120V/1/60 TO BE INTERCONNECTED WITH (AHU) RESPECTIVELY AND SHUT DOWN WHEN AC IS NOT OPERATING. O3 LOCATE NEW CAP FOR AIR INTAKE IN THIS AREA AS REQUIRED. LOCATE NEW CU' -1 IN ROOF IN TtiIS AREA AS REQUIRED. GENERAL NOTE_ EXISTING AC -1 AND AC -2 ARE BOTH 5TON UNITS RATED 208V/1/60 60,OOOBTUH MODEL# LCMC9260SO02 BY GRENADA. BOTH A/C UNITS WILL BE REUSED AS PART OF THIS PROJECT. GUIROLA & ASSOCIATES P.A CONSULTING ENGINEERS David Guirola PE P.E. No 57468 tIA NW72nd AVE, MIAMI. FLORIDA 3312&126 PH 1 CA ODOD9112 EMAIL G PERMIT NO. ALL WORK INVOLVED ON THIS PERMIT SMALL CONFORM WITH ALL CITY OF BOYNTON BEACH BUILDING CODES. NIP By: Date:A 14 EC HAN I CAL FLOOR PLAN DATE: PREPARED REVIEWED BY: BY: 4/15/15 JM JM SHEET: OF: OVIED M-1 1 ®. 4n4r W W 0 aZ W CL Q Q Q 0 j � Z Q 0 UL W = S LL0 z 0 4 0 �- MW W o Icad. W oZ 3: 0 W 1.. J r 00 �0 U) IM r 3- L GM i o 00 wah n -rt~. IIII,I - MECHANICAL FLOOR PLAN_ NEW WORK KEY NOTES O NEW HORIZONTAL AHU TO BE LOCATED ABOVE THE CEILING. O G.C. TO PROVIDE 0/A MOTORIZED DAMPERS IN THIS AREA AS REQUIRED. MOTORIZED DAMPERS 120V/1/60 TO BE INTERCONNECTED WITH (AHU) RESPECTIVELY AND SHUT DOWN WHEN AC IS NOT OPERATING. O3 LOCATE NEW CAP FOR AIR INTAKE IN THIS AREA AS REQUIRED. LOCATE NEW CU' -1 IN ROOF IN TtiIS AREA AS REQUIRED. GENERAL NOTE_ EXISTING AC -1 AND AC -2 ARE BOTH 5TON UNITS RATED 208V/1/60 60,OOOBTUH MODEL# LCMC9260SO02 BY GRENADA. BOTH A/C UNITS WILL BE REUSED AS PART OF THIS PROJECT. GUIROLA & ASSOCIATES P.A CONSULTING ENGINEERS David Guirola PE P.E. No 57468 tIA NW72nd AVE, MIAMI. FLORIDA 3312&126 PH 1 CA ODOD9112 EMAIL G PERMIT NO. ALL WORK INVOLVED ON THIS PERMIT SMALL CONFORM WITH ALL CITY OF BOYNTON BEACH BUILDING CODES. NIP By: Date:A 14 EC HAN I CAL FLOOR PLAN DATE: PREPARED REVIEWED BY: BY: 4/15/15 JM JM SHEET: OF: OVIED M-1 1 ®. 4n4r 0J SCALE: 1/4"=1'-O' LEt�ND DUPLEX RECEPTACLE @ 12" AFF, U.O.N. LIGHTING SWITCH {s 48" AFF. 3 3 -WAY LIGHTING SWITCH @ 48" AFF. ELECTRIC PANEL FAN/LIGHT COMBINATION FLUORESCENT LIGHT EMERGENCY LiGHT 120V WITH BATTERY CONNECTED AHEAD OF ANY SWITCH SELECTED BY ARCH/OWNER 2 SETS 4#600 THWN +1#1/0(GND) IN 3/4" C EACH EXISTING ELECTRICAL BUILDING WALL EXISTING 30800 7 120/208V EXISTING MAIN BREAKER 30 200A AND METER EXISTING EXISTING 1# 3/0 (GND) IN 3/4" C FPL EXISTING ELECTRICAL RISER NTS SUITE 104 EXISTING PANEL A 200 A 120/208V 30 EXISTING 4#3/0 THWN + 1 # 6 (GND) IN 2" C 1 DEMAND NO DEN. CONDUIT WIRE TRI' POLES LOAD DESCRIPTION CKT LOAD VA LOAD VA SIZE AMP AND REMARKS NO. A-25 A-13,15 1030 NF WP WP Lj 112 112 112 112 112 112 112 112 112 112 112 112 12 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 25 20 20 20 20 20 1- 1- 1- 1- 1- 1- 2- 2- 1- 1- 1- 1- EXISTING DISPLAY REC. -1 -3 -5 -7 -9 -11 -13 -15 -17 -19 -21 -23 -25 -27 -29 -31 -33 -35 -37 -39 -41 X X X X X X X X X X X X X X X X X X X X X 2- 4- 6- 8- 10- 12- W 16- 18- 20- 22- 24- 26- 28- 30- 32- 34- 36- 38- 40- 42- EXISTING SPARE FEC EC 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 12 12 12 12 12 12 12 112 112 1/2 112 1/2 112 112 0 0 0 1165 1165 0 560 280 0 0 0 0 900 0 900 900 280 560 - DISPLAY EXISTING SPARE EXISTING DISPLAY REG. EXISTING SPARE NEW OFFICE REC. NEW CIU EXISTING BATH REC. OFFICE EXISTING SPARE EXISTING SPARE NEW AHU NEW DISPLAYS LIGHTS LL A-7 EXISTING 220V OUTLET EXSTING SPAFE _ EXISTING SPARE A-5 EXISTING SPARE EXISTING SPARE EXISTING SPARE EXISTING RECEPfACLEGFI EXISTING NE OUTLET A-1 A-3 EXISTING SPARE SPACE EXISTING WEST OUTLET SPACE EXISTING EAST OUTLET SPACE EXISTING SPARE SPACE EXISTING SPARE SPACE SPACE SPACE SPACE SPACE SPACE 0 8514 = SUB - TOTALS EXIST. TOILET SUB - TOTALS = 6710 0 0 VA : TOTAL DEMAND LOAD (2) LOAD PER PHASE 7797 VA PHASE"A" 4415 VA PHASE "B" 3012 VA PHASE "C' TOTAL PANEL AMPS =VA /VOLT = 42 AMP 1. PROV IDE GROU DING BAR KiT 2_ APPLYING DEMAND AS PER NEC TABLE 220-44. 'A" PANOA" 0 VA: 2506 CONTINOUS LIGHT 0 VA : 25% LARGEST MOTOR 15224 TOTAL LOAD A 9 EXISTING WAREHOUSE pp POWER PLAN 0 SCALE:1 /4"=V-0" -0" SERVICE 3PH, 4W, 60HZ TYPE SI ENS VOLTAGE 120 / 208 V. EXISTING PANEL "A" MOD. MAIN BUS: 225 AMP MAINS: 200 DEMAND NO DEN. CONDUIT WIRE TRI' POLES LOAD DESCRIPTION CKT LOAD VA LOAD VA SIZE AMP AND REMARKS NO. PHASE A B C CKT LOAD DESCR 91ON POLES TRI' WARE CONDUIT NO DEM. DEMAND NO: AND REMARKS AMP SIZE LOAD VA LOAD VA = 720 540 720 720 180 0 1820 1820 832 832 150 0 180 0 112 112 112 112 112 112 112 112 112 112 112 112 12 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 25 20 20 20 20 20 1- 1- 1- 1- 1- 1- 2- 2- 1- 1- 1- 1- EXISTING DISPLAY REC. -1 -3 -5 -7 -9 -11 -13 -15 -17 -19 -21 -23 -25 -27 -29 -31 -33 -35 -37 -39 -41 X X X X X X X X X X X X X X X X X X X X X 2- 4- 6- 8- 10- 12- W 16- 18- 20- 22- 24- 26- 28- 30- 32- 34- 36- 38- 40- 42- EXISTING SPARE -1 -1 -1 -2 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 12 12 12 12 12 12 12 112 112 1/2 112 1/2 112 112 0 0 0 1165 1165 0 560 280 0 0 0 0 900 0 900 900 280 560 - EXISTING DISPLAY FEC. EXISTING SPARE EXISTING DISPLAY REG. EXISTING SPARE NEW OFFICE REC. NEW CIU EXISTING BATH REC. EXISTING SPARE EXISTING SPARE NEW AHU NEW DISPLAYS LIGHTS LL NEIN OFFICE LiGHT EXISTING 220V OUTLET EXSTING SPAFE _ EXISTING SPARE NEW FANLIGHT BATH EXISTING SPARE EXISTING SPARE EXISTING SPARE EXISTING RECEPfACLEGFI EXISTING NE OUTLET EXISTING VVEST FAN EXISTING SPARE SPACE EXISTING WEST OUTLET SPACE EXISTING EAST OUTLET SPACE EXISTING SPARE SPACE EXISTING SPARE SPACE SPACE SPACE SPACE SPACE SPACE 0 8514 = SUB - TOTALS D.F_ = 0.50 SUB - TOTALS = 6710 0 0 VA : TOTAL DEMAND LOAD (2) LOAD PER PHASE 7797 VA PHASE"A" 4415 VA PHASE "B" 3012 VA PHASE "C' TOTAL PANEL AMPS =VA /VOLT = 42 AMP 1. PROV IDE GROU DING BAR KiT 2_ APPLYING DEMAND AS PER NEC TABLE 220-44. 15224 VA : TOTAL NO DEMAND LOAD 0 VA: 2506 CONTINOUS LIGHT 0 VA : 25% LARGEST MOTOR 15224 TOTAL LOAD ELECTF#CAL SPECRCAMNS PART 1- GENERAL A.- Overall Installation: The installation shall comply with the Latest edition of Electrical Code (NEC), the Florida Building Code (FBC), and any other applicable Federal, State and Local codes. B.- Conductor Calculations: Conductor calculations are based on 75 'C. 1. General: The General and Special Conditions and Requirements of the Contract and Specifications as well as plans and specifications of other disciplines and trades shall be a part of the work hereby specified. These specifications and accompanying plans are intended to provide for the complete furnishing and installation of the elec- trical systems. To provide means to furnish and install. 2. Compliance: Workmanship, materials and installation shall be in strict accordance with the applicable edition of the NEC,NFPA,NEMA,ASTM, OSHA, HRS health agencies, and other applicable national, state, and local codes and pertaining regulations established by the ruling authority having jurisdiction. Contractors shall also meet the requirements of other standards where such requirements are more strict than those standards cited above. 3. Workmanship: All work shall be performed by contractors licensed in their respective discipline. Work shall be done in a first class manner, fully operative, and to the acceptance of the Architect and the Engineers. Contractor shall provide for all necessary labor and material required for the completion of the work including but not limited to related work such as connection of existing systems, exca- vations and back filling. 4. Materials: Contractor shall provide all new materials of American ma- nufacture, bearing the Underwriter's Laboratory (UL) label as appli- cable. Materials shall be new, suitable for the application and above standard quality normally used for the purpose as called for on plans. Supplemental materials, products and components necessary to comply with the intent of the Contract drawings and/or specifications, but not noted or specified on these sections, shall be provided by the Contractor as required for the completion of the work at no additio- nal cost to the Owner. Contractor shall be responsible for provisions and coordination of delivery of materials. Equipment marred during shipment or installation shall be touched up and refinished to factory finish, replaced where not acceptable. 5.- Permits and Insurance: Contractor shall secure and pay for all permits, fees, taxes, inspections, tests, fines and other items as required for the installation of the complete electrical systems as outlined herein and shown on plans. Contractor shall provide all required insurance for protection against public liability and property damage for the duration of the work. 6.- Existing conditions: Before bidding, the contractor shall visit the job site and ascertain all existing conditions which will affect his work. Failure to do so will not be accepted as a reason for requesting extra pay where the existing conditions result in extra materials or labor Any existing conditions found by the Contractor which will adversely affect the work shall be immediately be brought to the attention of the Architect/Engineer. Correction of any defects shall be completely without additional charge and shall include replacements or repair of any other phase of the installation which may have been damaged thereby. 7.- Plans: Drawings are basically diagrams intended to depict approximately equipment locations and arrangements, not to show every minor detail. Plans shall not be scaled to determine exact location and dimensions. 8.- Interference: The Contractor shall coordinate his work with other trades so that interference with existing conditions, conduits, piping, equipment, architectural and structural members be avoided. J.- Substitutions: Products and materials called out by trade name and/or catalog numbers establish a standard of quality, appearance, perfor- mance and dimension. Contractors shall base his proposal on those items as they shall be considered as a standard basis of bidding. Requests for substitution shall be submitted in writing to the Archi- tect/Engineer, demonstrating that product is of comparable and basic design, construction, standards and warranties, dimensions to fit wi- thout change, and does not cause extra work to other trades. Contractor shall be responsible for providing equality of substitution: Architect/Engineer will, under no circumstances, be required to prove such item is or is not of equal quality to the specified item. Archi- tect/Engineer expenses incurred due to Contractor's requested revi- sions or substitutions shall be paid by the Contractor. 10. -Record Drawings: Maintain a complete set of prints for indicating all changes. Use colored pens to mark changes at the time of exe- cution and deliver the set to the Architect/Engineer upon completion. Contractor shall stamp "As Built" on prints and plans, date and sign in ink. 11. -The Contractor shall, and hereby does, warrant all labor and material free from defects for a period of one (1) year from the date of acceptance or beneficial use by the owner, whichever is earlier and shall, upon notification during this period promptly repair or replace any defective items or material or equipment at no cost to the owner. SCOPE OF WORK 1- THE SCOPE OF WORK IS A NEW OFFICE SPACE IN EXISTING WAREHOUSE. REST OF EXISTING WAREHOUSE AREA POWER AND LIGHTING EXISTING TO REMAIN. GUIROLA & ASSOCIATES P.A. CONSULTING ENGINEERS David Guirola PE P.E. No 57468 A NW 72nd AVE, S-451 MI - M1AM1,1=LORIDA 3312126 P.H: (305) 513 665 CA 00009112 EMAIL: GUIRO 56MAOL.COM M Reinaldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,FLORIDA 33193 Phone: 786-261-9551 1010/1/15 FiELD COND. ELECTRICAL PLAN DATE: W REVIEWED W = BY: U YG DG Q OF: E-1 aW Q Q 0 J - Z CO) LL W M _ LL z U Q 0 _ W o W �Z0 H� J r 00 so In r wm ELECTRICAL PLAN DATE: PREPARED REVIEWED BY: BY: 4/15/15 YG DG SHEET: OF: E-1 1 EXIST, 1HR DEMISING WALL TO OCCUPANT LOAD CALCULATION: BASE ON FLORIDA BUILDING CODE / LIFE SAFETY CODE BUSINESS) =588 SF /100 = 6 OCCUPANTS WAREHOUSE) =3925 SF /500 = 8 OCCUPANTS ; TOTAL OCCUPANCY = 14 OCCUPANTS REQUIRED PROVIDED MINIMUM NUMBER OF EXITS 2 2 MINIMUM WIDTH OF EXIT CORRIDORS 0.2(110) 22" 72" MAXIMUM TRAVEL DISTANCE TO EXIT 150' 98' EMAIN 2x4 .ELEV. +16'-0" `�' EXIST. EXPOSED STRUCTURE OFFICE F WALL ASSEMBLY INSULATION FIRECODE COMPOI PENETRATION Fire Stop—lHr Wal D I 11 SCALE: NTS WAREHOUSE V ' W SCOPE: EXISTING AUTOBODY/AUTO REPAIR SHOP TO HAVE PORTION IN THE FRONT TO BE REMODELED INTO NEW OFFICE FOR SHOP. OCCUPATIONAL USE OF SPACE TO REMAIN THE SAME. REFLECTED CEILING PLANSCALD 1/8' = V-0' —4)I NOTES: 1. NOTE: REFER TO MECHANICAL DRAWINGS FOR LOCATION SUPPLY AND RETURN AIR DIFFUSER AND GRILLS. 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION. PER NFPA 101 OCCUPANCY CLASSIFICATION OF DISPLAY/OFFICE IS BUISNESS PER NFPA 101 OCCUPANCY CLASSIFICATION OF WAREHOUSE IS STORAGE PER NFPA 101 BUISNESS OCCUPANCY IS ORDINARY HAZARD _ WAREHOUSE STORAGE IS LOW HAZARD BOTTOM OF STRUCT. DECKt 4: PROVIDE FASTENER 0 24" O.C. max (HILTI X—ZF-20THP) _ '' _ ALL JOINTS & SCREW HEADS ON OUTER LAYER TO HAVE TWO COATS DRY OR PRE MIXED JOINT COMPOUND. 2" W— PERF. PAPER TAPE OVER ALL JOINTS, EMBEDDED— IN MBEDDEDIN 1ST COAT. TYPICAL NOTE: PROVIDE 1-1/2" x 1/2" CHANNEL LATERAL STUD BRACING EVERY 4'-6" MAX. ATTAC TO EACH VERT. STUD W/ CLIP ANG & 4 FRAMING SCREWS 1 7 Penetration 1/2" MAX F.B.C. 2010 BUILDING IS TYPE 11 CONSTRUCTION ALTERATION LEVEL 2 CONSTRUCTION TYPE 11 SCOPE OF WORK 1. ALL INTERIOR - NO BUILDING ENVELOPE WORK. NO STRUCTURAL MODIFICATIONS. COORDINATE. RELOCATION OF OUTLETS & LIGHTING W/ EXISTING CIRCUITS. NO ADDITIONAL ELECTRICAL LOAD. GE14ERAL NOTES: 1. PR IDE ALL TO HIS SPACE LABOR, DAT EQUIPMENT, 662AND SOUTHTCOIALS NGRESSQUIRTO COMPLETE A EED PALM SPRINGS, THE FLOR FLORIDAIMPROVEMENTS 2. L WORK TOCOMPLY IN ALL ORDINANCES, PECTS WITH REGULATIONS. LAWSAAND CODES LE (Le. NATIONAL FIRECOUNTY NO CODE, DE, R LOCAL STATUES, NFPA 101 LIFE SAFETY CODE AND THE 2010 EDITION OF THE FLORIDA BUILDING CODE). CONTRACTOR OCCUPATIO ALM LICENSE LWITHINEDHE CITY OF IN THE STATE PALM FLORIDA SPRINGS. AND SHALL OBTAIN AN 4. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNFORESEEN CONDITIONS. NO CUTTING SHALL BE DONE TO ANY STRUCTURAL MEMBERS EXCEPT WHEN/IF SHOWN ON THE DRAWINGS. 6. EXISTING CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT IN AGREEMENT WITH INFORMATION AND DETAILS SHOWN ON DRAWINGS. 5. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE. 6. HE INCLUDING WORK OF OTHER CONTRACTOR RESPONSIBLE WHERFOR AFFECT COORDINATION OF ALL TRADES AND WORK, 8. IT IS THE GENERAL CONTRACTOR'S S EL OR RESPONSIBILITY TO KEEP CHANGES THE CITY OAFFECM SPRINGS UPDATED ON ANY ADDENDUM, OR PLAN THE PERMIT APPROVED SET OF PLANS. 9. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK SHALL BE NEW AND UNUSED, FIRST QUALITY AND FREE FROM DEFECTS AND INSTALLED AS PER MANUR RECOMMENDED PROFESSIONAL L HE APPLICATIONLIAT HAND. ALL WORKMANSHIP SHALL EO 10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DRAWINGS SHALL BE NOTED AND MAINTAINED FOR THE OWNER'S RECORD COPY. *CONTRACTOR TO VERIFY ALL EXISTING EGRESS DOORS HAVE ADA COMPLIANT PUSHPULL DEVICES AND CLOSENS, 3/8" CONTINUOUS FIRE RATED SEALANT TYP. TOP & BOT. SEAL ALL PENETRATIONS W/ FIRE RATED SEALANT CEILING LINE METAL STUD BRACING 0 CEILING LINE BATT INSULATION WHERE SHOWN ON PLAN SELF TAPPING BUGLE HEAD -SCREWS TYPE S-12 ® 12" O.C.. 1" LONG 3-5/8" 20 GA MTL STUDS SPACED 0 16"O.C. " 5/8TYPE 'X' DRYWALL 1 hr = 1 LAYER EACH SIDE NON-BEARING WALL BRATED 1 HRS ; I JUL DESIGN No. U419 PROVIDE FASTENERS ® 24" O.C. max (HILTI X—ZF-20THP) 3-5/8" STEEL RUNNER CHANNEL TOP & BOTTOM SCALE 3"=1'-0" IDE OTES NEW 3 1/2' : DS AT 24"O.C. FRONC. SLAB ABOVE W/ D. EACH SIDE FROM F ABOVE FINISH CEILING EXISTING STRUCTURE ICAL CEILING TILE ND CLASSIFICATION "C" BRACING (TYP) Reineldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,PLOMDA 33193 Phone: 786-261-9551 REVISIONS 6/20/15 9/17/2015 10/12/2015 W Class A Locations W Criteria a Light (Low) Hazard Occupancy. Minimum Rated single extinguisher 2-A J OC za Maximum floor area Maximum floor area per unit of A 3,000 for extinguisher sgft 11,250 sgft wn Moll Maximum travel distance to extinguisher 75 ft FLOOR PLAN w usQ SCALES 1/8" = V-0" O W OCCUPANCY CLAWF'ICr►'TI ON 0 w!- OCCUPANCY CATEGORY P. MIXED USE W CONSTRUCTION TYPE TYPE it -B (NO SPRINKLER AREA TABULATION: BUSINESS 588 SQ. FT. WAREHOUSE 3337 SQ. FT. TOTAL 3925 SQ. FT. OCCUPANT LOAD CALCULATION: BASE ON FLORIDA BUILDING CODE / LIFE SAFETY CODE BUSINESS) =588 SF /100 = 6 OCCUPANTS WAREHOUSE) =3925 SF /500 = 8 OCCUPANTS ; TOTAL OCCUPANCY = 14 OCCUPANTS REQUIRED PROVIDED MINIMUM NUMBER OF EXITS 2 2 MINIMUM WIDTH OF EXIT CORRIDORS 0.2(110) 22" 72" MAXIMUM TRAVEL DISTANCE TO EXIT 150' 98' EMAIN 2x4 .ELEV. +16'-0" `�' EXIST. EXPOSED STRUCTURE OFFICE F WALL ASSEMBLY INSULATION FIRECODE COMPOI PENETRATION Fire Stop—lHr Wal D I 11 SCALE: NTS WAREHOUSE V ' W SCOPE: EXISTING AUTOBODY/AUTO REPAIR SHOP TO HAVE PORTION IN THE FRONT TO BE REMODELED INTO NEW OFFICE FOR SHOP. OCCUPATIONAL USE OF SPACE TO REMAIN THE SAME. REFLECTED CEILING PLANSCALD 1/8' = V-0' —4)I NOTES: 1. NOTE: REFER TO MECHANICAL DRAWINGS FOR LOCATION SUPPLY AND RETURN AIR DIFFUSER AND GRILLS. 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION. PER NFPA 101 OCCUPANCY CLASSIFICATION OF DISPLAY/OFFICE IS BUISNESS PER NFPA 101 OCCUPANCY CLASSIFICATION OF WAREHOUSE IS STORAGE PER NFPA 101 BUISNESS OCCUPANCY IS ORDINARY HAZARD _ WAREHOUSE STORAGE IS LOW HAZARD BOTTOM OF STRUCT. DECKt 4: PROVIDE FASTENER 0 24" O.C. max (HILTI X—ZF-20THP) _ '' _ ALL JOINTS & SCREW HEADS ON OUTER LAYER TO HAVE TWO COATS DRY OR PRE MIXED JOINT COMPOUND. 2" W— PERF. PAPER TAPE OVER ALL JOINTS, EMBEDDED— IN MBEDDEDIN 1ST COAT. TYPICAL NOTE: PROVIDE 1-1/2" x 1/2" CHANNEL LATERAL STUD BRACING EVERY 4'-6" MAX. ATTAC TO EACH VERT. STUD W/ CLIP ANG & 4 FRAMING SCREWS 1 7 Penetration 1/2" MAX F.B.C. 2010 BUILDING IS TYPE 11 CONSTRUCTION ALTERATION LEVEL 2 CONSTRUCTION TYPE 11 SCOPE OF WORK 1. ALL INTERIOR - NO BUILDING ENVELOPE WORK. NO STRUCTURAL MODIFICATIONS. COORDINATE. RELOCATION OF OUTLETS & LIGHTING W/ EXISTING CIRCUITS. NO ADDITIONAL ELECTRICAL LOAD. GE14ERAL NOTES: 1. PR IDE ALL TO HIS SPACE LABOR, DAT EQUIPMENT, 662AND SOUTHTCOIALS NGRESSQUIRTO COMPLETE A EED PALM SPRINGS, THE FLOR FLORIDAIMPROVEMENTS 2. L WORK TOCOMPLY IN ALL ORDINANCES, PECTS WITH REGULATIONS. LAWSAAND CODES LE (Le. NATIONAL FIRECOUNTY NO CODE, DE, R LOCAL STATUES, NFPA 101 LIFE SAFETY CODE AND THE 2010 EDITION OF THE FLORIDA BUILDING CODE). CONTRACTOR OCCUPATIO ALM LICENSE LWITHINEDHE CITY OF IN THE STATE PALM FLORIDA SPRINGS. AND SHALL OBTAIN AN 4. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNFORESEEN CONDITIONS. NO CUTTING SHALL BE DONE TO ANY STRUCTURAL MEMBERS EXCEPT WHEN/IF SHOWN ON THE DRAWINGS. 6. EXISTING CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT IN AGREEMENT WITH INFORMATION AND DETAILS SHOWN ON DRAWINGS. 5. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE. 6. HE INCLUDING WORK OF OTHER CONTRACTOR RESPONSIBLE WHERFOR AFFECT COORDINATION OF ALL TRADES AND WORK, 8. IT IS THE GENERAL CONTRACTOR'S S EL OR RESPONSIBILITY TO KEEP CHANGES THE CITY OAFFECM SPRINGS UPDATED ON ANY ADDENDUM, OR PLAN THE PERMIT APPROVED SET OF PLANS. 9. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK SHALL BE NEW AND UNUSED, FIRST QUALITY AND FREE FROM DEFECTS AND INSTALLED AS PER MANUR RECOMMENDED PROFESSIONAL L HE APPLICATIONLIAT HAND. ALL WORKMANSHIP SHALL EO 10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DRAWINGS SHALL BE NOTED AND MAINTAINED FOR THE OWNER'S RECORD COPY. *CONTRACTOR TO VERIFY ALL EXISTING EGRESS DOORS HAVE ADA COMPLIANT PUSHPULL DEVICES AND CLOSENS, 3/8" CONTINUOUS FIRE RATED SEALANT TYP. TOP & BOT. SEAL ALL PENETRATIONS W/ FIRE RATED SEALANT CEILING LINE METAL STUD BRACING 0 CEILING LINE BATT INSULATION WHERE SHOWN ON PLAN SELF TAPPING BUGLE HEAD -SCREWS TYPE S-12 ® 12" O.C.. 1" LONG 3-5/8" 20 GA MTL STUDS SPACED 0 16"O.C. " 5/8TYPE 'X' DRYWALL 1 hr = 1 LAYER EACH SIDE NON-BEARING WALL BRATED 1 HRS ; I JUL DESIGN No. U419 PROVIDE FASTENERS ® 24" O.C. max (HILTI X—ZF-20THP) 3-5/8" STEEL RUNNER CHANNEL TOP & BOTTOM SCALE 3"=1'-0" IDE OTES NEW 3 1/2' : DS AT 24"O.C. FRONC. SLAB ABOVE W/ D. EACH SIDE FROM F ABOVE FINISH CEILING EXISTING STRUCTURE ICAL CEILING TILE ND CLASSIFICATION "C" BRACING (TYP) Reineldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,PLOMDA 33193 Phone: 786-261-9551 REVISIONS 6/20/15 9/17/2015 10/12/2015 rPSUM BOARD 015 ) SELECT BASF N1�1��)t�� 'z k eOEI) SELECT TILE REf E E] t QUI 0ING D � V i S OK_ 130�NT F TYP. INTERIOR PARTITON FLAME 'SPREAD CLASSIFICATION "C" - UNSPRINKLERED BUILDING ALIGN N AND SECURE TOP AND BOTTOM RUNNERS AT 24" O.C. WITH .145" DIAMETER LOW-VELOCITY POWER DRIVEN FASTENERS WITH 1'/" PENETRATION. P. PARTITION DETAIL 3/4"=1'-O„ DATE: PREPARED REVIEWED BY: BY: 4/30/15 RG RG SHEET: OF: A-1 1 W W Z a IL Q 0 J OC za o 11= wn Moll Emit X Uj w usQ O W 0 w!- CZ 0 P. "' O W coo, rPSUM BOARD 015 ) SELECT BASF N1�1��)t�� 'z k eOEI) SELECT TILE REf E E] t QUI 0ING D � V i S OK_ 130�NT F TYP. INTERIOR PARTITON FLAME 'SPREAD CLASSIFICATION "C" - UNSPRINKLERED BUILDING ALIGN N AND SECURE TOP AND BOTTOM RUNNERS AT 24" O.C. WITH .145" DIAMETER LOW-VELOCITY POWER DRIVEN FASTENERS WITH 1'/" PENETRATION. P. PARTITION DETAIL 3/4"=1'-O„ DATE: PREPARED REVIEWED BY: BY: 4/30/15 RG RG SHEET: OF: A-1 1 EXIST. 1HR DEMISING WALL TO RE BASE ON FLORIDA BUILDING CODE / LIFE SAFETY CODE BUSINESS) =588 SF /100 = 6 OCCUPANTS WAREHOUSE) =3925 SF /500 = 8 OCCUPANTS TOTAL OCCUPANCY = 14 OCCUPANTS REQUIRED PROVIDED MINIMUM NUMBER OF EXITS 2 2 MINIMUM WIDTH OF EXIT CORRIDORS 0.2(110) 22" 72" MAXIMUM TRAVEL DISTANCE TO EXIT 150' 98' LAIN (0 w LL_ I® ELEV. +16'-0" EXIST. DCPOSED STRUCTURE •a . 0 REFLECTED CEILING P SCALEt 1/8' = 1'-0' 0 WALL ASSEMBLY INSULATION FIRECODE COMPOI PENETRATION EXIST. Fire Stop—lHr Wall Penetration SCALE: NTS F.B.C. 2010 BUILDING IS TYPE II CONSTRUCTION ALTERATION LEVEL 2 CONSTRUCTION TYPE II PE OF WORK 1. ALL INTERIOR - NO BUILDING ENVELOPE WORK. NO STRUCTURAL MODIFICATIONS. COORDINATE RELOCATION OF OUTLETS & LIGHTING W/ EXISTING CIRCUITS. NO ADDITIONAL ELECTRICAL LOAD. GE14ERAL NOTES: 1. PR DE ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS TO IS SPACE LOCATED AT 1662 SOUTH CONGRESS AVE., PALM SPRINGS, FLORIDA 2. WORK TO COMPLY IN ALL RESPECTS WITH APPLICABLE FEDERAL, STATE, COUNTY AND/ R LOCAL STATUES, ORDINANCES, REGULATIONS, LAWS AND CODES (i.e. NATIONAL FIRE CODE, TO 101 LIFE SAFETY CODE AND THE 2010 EDITION OF THE FLORIDA BUILDING CODE). CONTRACTOR MUST BE LICENSED IN THE STATE OF FLORIDA AND SHALL OBTAIN AN OCCUPATIONAL LICENSE WITHIN THE CITY OF PALM SPRINGS. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNFORESEEN CONDITIONS. NO CUTTING SHALL BE DONE TO ANY STRUCTURAL MEMBERS EXCEPT WHEN/IF SHOWN ON THE DRAWINGS. 6. EXISTING CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT IN AGREEMENT WITH INFORMATION AND DETAILS SHOWN ON DRAWINGS. 5. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND WORK, INCLUDING WORK OF OTHERS WHERE AFFECTED. 8. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO KEEP THE CITY OF PALM SPRINGS UPDATED ON ANY ADDENDUM, CHANGE ORDER, OR PLAN CHANGES THAT WILL AFFECT THE PERMIT APPROVED SET OF PLANS. 9. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK SHALL BE NEW AND UNUSED, FIRST QUALITY AND FREE FROM DEFECTS AND INSTALLED AS PER MANUF. RECOMMENDED PROCEDURES FOR THE APPLICATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS PROFESSIONAL QUALITY. 10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DRAWINGS SHALL BE NOTED AND MAINTAINED FOR THE OWNER'S RECORD COPY. DOOR Class A Locations V Criteria PROVIDE FASTENER \-3/8- 0 24" O.C. max Light <Low) Hazard Occupancy (HILTI X—ZF-20THP) Minimum Rated single extinguisher 2-A SEAL ALL PENETRATIONS W/ a - Maximum floor area per unit of A 3,000 sqft z CEILING LINE Maximum floor area for extinguisher 11,250 sqft C Maximumtravel distance to extinguisher 75 ft FLOOR PLAN 0 Q SCALEi 1/8' = 1'-0' W 1- m OCCUPANCY CLAS81F7CATM CO)d. W oZ �' o �= J 3: O OCCUPANCY CATEGORY MIXED USE no CONSTRUCTION TYPE TYPE II -B (NO SPRINKLER ) M Co qFM (0M AREA TABULATION• BUSINESS 588 SQ. Ff. WAREHOUSE 3337 SQ. FT. TOTAL 3925 SQ. FT. OCCUPANT LOAD CALCULATION: BASE ON FLORIDA BUILDING CODE / LIFE SAFETY CODE BUSINESS) =588 SF /100 = 6 OCCUPANTS WAREHOUSE) =3925 SF /500 = 8 OCCUPANTS TOTAL OCCUPANCY = 14 OCCUPANTS REQUIRED PROVIDED MINIMUM NUMBER OF EXITS 2 2 MINIMUM WIDTH OF EXIT CORRIDORS 0.2(110) 22" 72" MAXIMUM TRAVEL DISTANCE TO EXIT 150' 98' LAIN (0 w LL_ I® ELEV. +16'-0" EXIST. DCPOSED STRUCTURE •a . 0 REFLECTED CEILING P SCALEt 1/8' = 1'-0' 0 WALL ASSEMBLY INSULATION FIRECODE COMPOI PENETRATION EXIST. Fire Stop—lHr Wall Penetration SCALE: NTS F.B.C. 2010 BUILDING IS TYPE II CONSTRUCTION ALTERATION LEVEL 2 CONSTRUCTION TYPE II PE OF WORK 1. ALL INTERIOR - NO BUILDING ENVELOPE WORK. NO STRUCTURAL MODIFICATIONS. COORDINATE RELOCATION OF OUTLETS & LIGHTING W/ EXISTING CIRCUITS. NO ADDITIONAL ELECTRICAL LOAD. GE14ERAL NOTES: 1. PR DE ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS TO IS SPACE LOCATED AT 1662 SOUTH CONGRESS AVE., PALM SPRINGS, FLORIDA 2. WORK TO COMPLY IN ALL RESPECTS WITH APPLICABLE FEDERAL, STATE, COUNTY AND/ R LOCAL STATUES, ORDINANCES, REGULATIONS, LAWS AND CODES (i.e. NATIONAL FIRE CODE, TO 101 LIFE SAFETY CODE AND THE 2010 EDITION OF THE FLORIDA BUILDING CODE). CONTRACTOR MUST BE LICENSED IN THE STATE OF FLORIDA AND SHALL OBTAIN AN OCCUPATIONAL LICENSE WITHIN THE CITY OF PALM SPRINGS. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNFORESEEN CONDITIONS. NO CUTTING SHALL BE DONE TO ANY STRUCTURAL MEMBERS EXCEPT WHEN/IF SHOWN ON THE DRAWINGS. 6. EXISTING CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT IN AGREEMENT WITH INFORMATION AND DETAILS SHOWN ON DRAWINGS. 5. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND WORK, INCLUDING WORK OF OTHERS WHERE AFFECTED. 8. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO KEEP THE CITY OF PALM SPRINGS UPDATED ON ANY ADDENDUM, CHANGE ORDER, OR PLAN CHANGES THAT WILL AFFECT THE PERMIT APPROVED SET OF PLANS. 9. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK SHALL BE NEW AND UNUSED, FIRST QUALITY AND FREE FROM DEFECTS AND INSTALLED AS PER MANUF. RECOMMENDED PROCEDURES FOR THE APPLICATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS PROFESSIONAL QUALITY. 10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DRAWINGS SHALL BE NOTED AND MAINTAINED FOR THE OWNER'S RECORD COPY. DOOR SCHEDULE V aZ PROVIDE FASTENER \-3/8- 0 24" O.C. max CONTINUOUS FIRE RATED (HILTI X—ZF-20THP) SEALANT TYP. TOP & BOT. mi '- SEAL ALL PENETRATIONS W/ a - T__ r' FIRE RATED SEALANT � *CONTRACTOR TO VERIFY ALL EXISTING EGRESS DOORS HAVE ADA COMPLIANT PUSHPULL DEVICES AND CLOSERS. ot BOTTOM OF STRUCT. DECK W V aZ PROVIDE FASTENER \-3/8- 0 24" O.C. max CONTINUOUS FIRE RATED (HILTI X—ZF-20THP) SEALANT TYP. TOP & BOT. mi '- SEAL ALL PENETRATIONS W/ a - T__ r' FIRE RATED SEALANT � z CEILING LINE NOTES: 1. NOTE: REFER TO MECHANICAL DRAWINGS FOR LOCATION SUPPLY AND RETURN AIR DIFFUSER AND GRILLS. 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION. PER NFPA 101 OCCUPANCY CLASSIFICATION OF DISPLAY/OFFICE IS BUISNESS PER NFPA 101 OCCUPANCY CLASSIFICATION OF WAREHOUSE IS STORAGE PER NFPA 101 BUISNESS OCCUPANCY IS ORDINARY HAZARD WAREHOUSE STORAGE IS LOW HAZARD ALL JOINTS & SCREW HEADS ON OUTER LAYER TO HAVE TWO COATS DRY OR PRE MIXED JOINT COMPOUND. 2" W— PERF. PAPER TAPE OVER ALL JOINTS, EMBEDDED IN 1ST COAT. TYPICAL NOTE: PROVIDE 1-1/2" x 1/2" CHANNEL LATERAL STUD BRACING EVERY 4'-6" MAX. ATTAC TO EACH VERT. STUD W/ CLIP ANG & 4 FRAMING SCREWS METAL STUD BRACING ® CEILING LINE BATT INSULATION WHERE SHOWN ON PLAN SELF TAPPING BUGLE HEAD SCREWS TYPE S-12 0 12" O.C.. 1" LONG 3-5/8" 20 GA MTL STUDS SPACED 0 16"o.c. " TYPE 'X' DRYWALL = 1 LAYER EACH NON-BEARING WALL BRATED MRS IUL DESIGN No. U419 VIDE FASTENERS 4" O.C. max TI X—ZF-20THP) /8" STEEL RUNNER NNEL TOP & BOTTOM SCALE 3"=1'-0" DOTES NEW 3 1/2' S DS AT E O.C. FRO! NC. SLAB ABOVE W/ D. EACH SIDE FROM F ABOVE FINISH CEILING EXISTING STRUCTURE TICAL CEILING TILE :AD CLASSIFICATION "C" BRACING (TYP) 'SUM BOARD SELECT BASE SELECT TILE Reinaido A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,IPLOMDA 33193 Phone: 786-2614MS1 FIEVRIONS 6/20/15 9/17/2015 W W V aZ aW cc a C' mi '- Z a - O 1= � CO lion LL. X C _ Wun 0 Q W 1- m � O CO)d. W oZ �' o �= J 3: O W H no M M Co qFM (0M TYP. INTERIOR PARTITON FLAME SPREAD CLASSIFICATION "C" - UNSPRINKLERED BUILDING DATE: PREPARED BBEVIEwED 4/30/15 RG RG ALIGN AND SECURE TOP AND BOTTOM RUNNERS AT 24" O.C. WITH .145" DIAMETER LOW-VELOCITY POWER DRIVEN FASTENERS WITH 1%" PENETRATION. SHEET: OF: TYP. PARTITION DETAIL 3/4"= 1'-O" A=1 1 a DENOTES NEW 1 5/8" 24 GA. MR. STUDS AT 16"OC. 'fid/ Z" GYP, WALI BD. INTERIOR SIDE SECURED TO EXISTING WALL WITH DRfWALL SCREWS 0 16" O.C. W/ DRYWALL ►' FASTNERS W/ I " PENETRATION y INTO CMU 0 TOP INTERMEDIATE AN BOTTOM CHANNELS 4 HORIZONTAL BRACING (TYP) EXISTING 8' CMU y R-4.1 FOIL INSULATION AT EXTERIi WALL sr EXISTING WALL (CMU AT EXTERIOR CONDITION) r ! PAINTED G'fPSUM BOARD -BASE RUNNER ALIGN AND SECURE BOTTOM RUNNERS AT 24" O.C. NTH .145" DIAMETER LOW-tVELOCITY POWER DRNEN FASTENERS WITH 1 �" PENETRATION. , C- FRAMING DETAIL EXIST. 1HR DEMISING WALL TO REME Class A Locations Criteria Light (Low) Hazard occupancy Minimum Rated single extinguisher 2-A Maximum floor area per unit of A 3,000 sgft Maximum ftoor area for extinguisher 11,250 sgft Maximum travel distance to extinguisher75 ft FLOOR PLAN SCALE, 1/8' pCCUPAMY CLMSIFICATION OCCUPANCY CATEGORY MIXED USE CONSTRUCTION TYPE TYPE 11-B (NO SPRINKLER ) AREA TABULATION: BY: BUSINESS 588 SQ. FT. WAREHOUSE 3337 SQ. FT. 4/30/15 JPREPARED RG TOTAL 3925 SQ. Ff. SHEET: OF: OCCUPANT LOAD CALCULATION: 1 ��e�r ry BASE ON FLORIDA BUILDING CODE / LIFE SAFETY CODE ,^1�iLIC'(i�t"tel d BUSINESS) =588 SF /100 = 6 OCCUPANTS WAREHOUSE) =3925 SF /500 = 8 OCCUPANTS = 14 OCCUPANTS TOTAL OCCUPANCY REQUIRED PROVIDED MINIMUM NUMBER OF EXITS 2 2 MINIMUM WIDTH OF EXIT CORRIDORS 0.2(110) 22" 72" MAXIMUM TRAVEL DISTANCE TO EXIT 150' 98' 41. EMAIN W FIR ELEV. 9'-0' 2x4 A TILE ELEY. +1+16_-0" V EXIST. DCPOSED STRUCTURE WAREHOUSE 49 OFFICE REFLECTED CEILING PLANS EXIST. NOTES: 1. NOTE: REFER TO MECHANICAL DRAWINGS FOR LOCATION SUPPLY AND RETURN AIR DIFFUSER AND GRILLS. 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION. PER NFPA 101 OCCUPANCY CLASSIRCATION OF DISPLAY/OFFICE IS BUISNESS PER NFPA 101 OCCUPANCY CLASSIFICATION OF WAREHOUSE IS STORAGE PER NFPA 101 BUISNESS OCCUPANCY IS ORDINARY HAZARD WAREHOUSE STORAGE IS LOW HAZARD WALL ASSEMBLY INSULATION "RECODE COMPOI PENETRATION Fire Stop-1Hr Wall Penetration SCALE: NTS F.B.C. 2010 BUILDING IS TYPE II CONSTRUCTION ALTERATION LEVEL 2 CONSTRUCTION TYPE 11 S\COPE OF WORK 1. ALL INTERIOR - NO BUILDING ENVELOPE WORK. NO STRUCTURAL MODIFICATIONS. COORDINATE RELOCATION OF OUTLETS & LIGHTING W/ EXISTING CIRCUITS. NO ADDITIONAL ELECTRICAL LOAD. GE ERAL NOTES: 1. PR IDE ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS TO HIS SPACE LOCATED AT 1662 SOUTH CONGRESS AVE., PALM SPRINGS. FLORIDA 2. WORK TO COMPLY IN ALL RESPECTS WITH APPLICABLE FEDERAL, STATE, COUNTY AND/ NFPA0101 LIFE�SAFETY ORDINANCES, 00 LAND REGULATIONS, EDITION OF THE FLORIDA BUILDING CODE)i.e. NATIONAL FIRE CODE, CONTRACTOR MUST BE LICENSED IN THE STATE OF FLORIDA AND SHALL OBTAIN AN OCCUPATIONAL LICENSE WITHIN THE CITY OF PALM SPRINGS. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNFORESEEN CONDITIONS. NO CUTTING SHALL BE DONE TO ANY STRUCTURAL MEMBERS EXCEPT WHEN/IF SHOWN ON THE DRAWINGS. 6. EXISTING CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT IN AGREEMENT WITH INFORMATION AND DETAILS SHOWN ON DRAWINGS. 5. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND WORK, INCLUDING WORK OF OTHERS WHERE AFFECTED - 8. IT IS UPDATED GENERAL ON ANY ADDENDUM,,OR'S SOLE CHANGE ORDER,OORIBILITY TO KEEP THE CITY PLAN CHANGES THAT W OAFFECT SPRINGS THE PERMIT APPROVED SET OF PLANS. 9. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK SHALL BE NEW AND UNUSED, FIRST QUALITY AND FREE FROM DEFECTS AND INSTALLED AS PER MANUR RECOMMENDED PROCEDURES FOR THE APPLICATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS PROFESSIONAL QUALITY. 10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES, ALL FIELD MODIFICATIONS TO THE ORIGINAL DRAWINGS SHALL BE NOTED AND MAINTAINED FOR THE OWNER'S RECORD COPY. BOTTOM OF STRUCT. DECK PROVIDE FASTENERS 0 24" O.C. max (HILTI X-ZF-20THP) ALL JOINTS & SCREW HEADS ON OUTER LAYER TO HAVE TWO COATS DRY OR PRE MIXED JOINT COMPOUND. 2" W - PERF. PAPER TAPE OVER ALL JOINTS, EMBEDDED— IN MBEDDEDIN 1ST COAT. TYPICAL NOTE: PROVIDE 1-1/2' x 1/2- CHANNEL LATERAL STUD BRACING EVERY 4'-6' MAX. ATTA TO EACH VERT. STUD W/ CLIP ANG & 4 FRAMING SCREWS 1/2' MAX `----3/8" CONTINUOUS FIRE RATED SEALANT TYP. TOP & BOT. SEAL ALL PENETRATIONS W/ FIRE RATED SEALANT i- CEILING LINE METAL STUD BRACING ® CEILING LINE BATT INSULATION WHERE SHOWN ON PLAN SELF TAPPING BUGLE HEAD SCREWS TYPE S-12 ® 12" O.C.. 1" LONG 3-5/8' 20 GA MTL STUDS SPACED ® 16"o.c. 5/8' TYPE 'X' DRYWALL I I hr = 1 LAYER EACH SIDE NON-BEARING WALL \ g RATED 1HRS \ A-1 UL DESIGN No. U41 PROVIDE FASTENERS ® 24" O.C. max (HILTI X-ZF-20THP) 3-5/8" STEEL RUNNER CHANNEL TOP & BOTTOM SCALE 3"=1'-0" aTES NEW 3 1/27. toOS AT 24 O.C. FROI C. SLAB ABOVE W/ EACH SIDE FROM F ABOVE FINISH CEILING EXISTING STRUCTURE [CAL CEILING TILE AD CLASSIFICATION 'C" m AL Reinaido A. Gomez Architect AR# 0013736 16047 SW 68 ST MUU1141.11FLOMDA 33193 Phone: 786-261-9551 REVISIONS 6/20/15 9/17/2015 W W 0 v Z ' a W a> a 0 J p� > Z O low DC LA, X w W Oz Q W E- i- d. m CO) pZ > O o � � W 'j o no Cq TYP. INTERIOR PARTITON FLAME SPREAD CLASSIFICATION "C" - UNSPRINKLERED BUILDING ALIGN AND SECURE TOP AND BOTTOM RUNNERS AT 24" O.C. WITH .145" DIAMETER LOW-VELOCITY POWER DRIVEN FASTENERS WITH 1%" PENETRATION. TYP. PA ITDETAIL 3/4"=1'-O" DATE: BRACING (TYP) BY: BY: 4/30/15 JPREPARED RG RG SHEET: OF: 1 tjd i. `� i 21.+ E!t�i'3— 1 ��e�r ry ,^1�iLIC'(i�t"tel d n L13JI,157 !-ire potice (PSUM BOARD other SELECT BASE L PP� tnii shaii c�tllaFt'Fr �t�#t a4t to - SELECT TILEcoy �,t � � , ��ro4 re on ti3� { TYP. INTERIOR PARTITON FLAME SPREAD CLASSIFICATION "C" - UNSPRINKLERED BUILDING ALIGN AND SECURE TOP AND BOTTOM RUNNERS AT 24" O.C. WITH .145" DIAMETER LOW-VELOCITY POWER DRIVEN FASTENERS WITH 1%" PENETRATION. TYP. PA ITDETAIL 3/4"=1'-O" DATE: REVIEWED BY: BY: 4/30/15 JPREPARED RG RG SHEET: OF: A-1 1 EXIST, 1HR DEMISING WALL TO R OCCUPANT LOAD CALCULATION: BASE ON FLORIDA BUILDING CODE / LIFE SAFETY CODE BUSINESS) =588 SF /100 = 6 OCCUPANTS WAREHOUSE) =3925 SF /500 = 8 OCCUPANTS TOTAL OCCUPANCY MINIMUM NUMBER OF EXITS MINIMUM WIDTH OF EXIT CORRIDORS 0.2(110) MAXIMUM TRAVEL DISTANCE TO EXIT = 14 OCCUPANTS REQUIRED PROVIDED 2 2 22" 72" 150' 98' AIN SCHEDULE Class A Locations Criteria " SEALANT TYP. TOP & BOT. SEAL ALL PENETRATIONS W/ Light (Low) Hazard Occupancy ELEV. 9'-0" Minimum Rated single extinguisher 2-A +9 0 Maximum floor area per unit of A 3,000 sgft Maximum floor area for extinguisher 11,250 sgft FLOOR P Maximum travel distance to extinguisher 75 ft EXIST. EXPOSED STRUCTURE SCALES 1/8' = 1'-0' WAREHOUSE U OCCUPANCY CLMIFICATION OCCUPANCY CATEGORY MIXED USE CONSTRUCTION TYPE TYPE II -B (NO SPRINKLER AREA TABULATION: BUSINESS 588 SQ. FT. WAREHOUSE 3337 SQ. FT. TOTAL 3925 SQ. FT. OCCUPANT LOAD CALCULATION: BASE ON FLORIDA BUILDING CODE / LIFE SAFETY CODE BUSINESS) =588 SF /100 = 6 OCCUPANTS WAREHOUSE) =3925 SF /500 = 8 OCCUPANTS TOTAL OCCUPANCY MINIMUM NUMBER OF EXITS MINIMUM WIDTH OF EXIT CORRIDORS 0.2(110) MAXIMUM TRAVEL DISTANCE TO EXIT = 14 OCCUPANTS REQUIRED PROVIDED 2 2 22" 72" 150' 98' AIN REFLECTED CEILING P SCALES 1/8' = 1'-0' i WALL ASSEMBLY INSULATION FIRECODE COMPOL PENETRATION Fire Stop—lHr Wc SCALE: NTS BOTTOM OF STRUCT. DECK PROVIDE FASTENERS ® 24" O.C. max (HILTI X-ZF-20THP) ALL JOINTS & SCREW HEADS ON OUTER LAYER TO HAVE TWO COATS DRY OR PRE MIXED JOINT COMPOUND. 2" W - PERF. PAPER TAPE OVER ALL JOINTS, EMBEDDED IN 1ST COAT. NOTES: 1. NOTE: REFER TO MECHANICAL DRAWINGS FOR LOCATION SUPPLY AND RETURN AIR DIFFUSER AND GRILLS. 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION. PER NFPA 101 OCCUPANCY CLASSIFICATION OF DISPLAY/OFFICE IS BUISNESS PER NFPA 101 OCCUPANCY CLASSIFICATION OF WAREHOUSE IS STORAGE PER NFPA 101 BUISNESS OCCUPANCY IS ORDINARY HAZARD WAREHOUSE STORAGE IS LOW HAZARD TYPICAL NOTE: PROVIDE 1-1/2" x 1/2" CHANNEL LATERAL STUD BRACING EVERY 4'-6" MAX. ATTAC TO EACH VERT. STUD W/ CLIP ANG & 4 FRAMING SCREWS Penetration F.B.C. 2010 BUILDING IS TYPE 11 CONSTRUCTION ALTERATION LEVEL 2 CONSTRUCTION TYPE 11 SCOPE OF WORK 1. ALL INTERIOR - NO BUILDING ENVELOPE WORK. NO STRUCTURAL MODIFICATIONS. COORDINATE RE_OCATION OF OUTLETS & LIGHTING W/ EXISTING CIRCUITS. NO ADDITIONAL ELECTRICAL LOAD. GE EML NOTES: 1. PR IDE ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS TO HIS SPACE LOCATED AT 1662 SOUTH CONGRESS AVE., PALM SPRINGS, FLORIDA 2. L WORK TO COMPLY IN ALL RESPECTS WITH APPLICABLE FEDERAL, STATE, COUNTY AND/ RLOCAL STATUES, ORDINANCES, REGULATIONS, LAWS AND CODES (i.e. NATIONAL FIRE CODE, NFPA 101 LIFE SAFETY CODE AND THE 2010 EDITION OF THE FLORIDA BUILDING CODE). CONTRACTOR MUST BE LICENSED IN THE STATE OF FLORIDA AND SHALL OBTAIN AN OCCUPATIONAL LICENSE WITHIN THE CITY OF PALM SPRINGS. 4. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNFORESEEN CONDITIONS. NO CUTTING SHALL BE DONE TO ANY STRUCTURAL MEMBERS EXCEPT WHEN/IF SHOWN ON THE DRAWINGS. 6. EXISTING CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT IN AGREEMENT WITH INFORMATION AND DETAILS SHOWN ON DRAWINGS. 5. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND WORK,' INCLUDING WORK OF OTHERS WHERE AFFECTED. 8. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO KEEP. THE CITY OF PALM SPRINGS UPDATED ON ANY ADDENDUM, CHANGE ORDER, OR PLAN CHANGES THAT WILL AFFECT THE PERMIT APPROVED SET OF PLANS. 9. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK SHALL BE NEW AND UNUSED, FIRST QUALITY AND FREE FROM DEFECTS AND INSTALLED AS PER MANUF. RECOMMENDED PROCEDURES FOR THE APPLICATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS PROFESSIONAL QUALITY. 10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DRAWINGS SHALL BE NOTED AND MAINTAINED FOR THE OWNER'S RECORD COPY. Iii' SCHEDULE 1/2" MAX 1 ate■■■■ ■■■■ " SEALANT TYP. TOP & BOT. SEAL ALL PENETRATIONS W/ }.`.. FIRE RATED SEALANT ELEV. 9'-0" OFFICE �� ■moo 2x4 AC TILE +9 0 X4T LE XIST. TOILET EXIST. EXPOSED STRUCTURE Cp WAREHOUSE U W REFLECTED CEILING P SCALES 1/8' = 1'-0' i WALL ASSEMBLY INSULATION FIRECODE COMPOL PENETRATION Fire Stop—lHr Wc SCALE: NTS BOTTOM OF STRUCT. DECK PROVIDE FASTENERS ® 24" O.C. max (HILTI X-ZF-20THP) ALL JOINTS & SCREW HEADS ON OUTER LAYER TO HAVE TWO COATS DRY OR PRE MIXED JOINT COMPOUND. 2" W - PERF. PAPER TAPE OVER ALL JOINTS, EMBEDDED IN 1ST COAT. NOTES: 1. NOTE: REFER TO MECHANICAL DRAWINGS FOR LOCATION SUPPLY AND RETURN AIR DIFFUSER AND GRILLS. 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION. PER NFPA 101 OCCUPANCY CLASSIFICATION OF DISPLAY/OFFICE IS BUISNESS PER NFPA 101 OCCUPANCY CLASSIFICATION OF WAREHOUSE IS STORAGE PER NFPA 101 BUISNESS OCCUPANCY IS ORDINARY HAZARD WAREHOUSE STORAGE IS LOW HAZARD TYPICAL NOTE: PROVIDE 1-1/2" x 1/2" CHANNEL LATERAL STUD BRACING EVERY 4'-6" MAX. ATTAC TO EACH VERT. STUD W/ CLIP ANG & 4 FRAMING SCREWS Penetration F.B.C. 2010 BUILDING IS TYPE 11 CONSTRUCTION ALTERATION LEVEL 2 CONSTRUCTION TYPE 11 SCOPE OF WORK 1. ALL INTERIOR - NO BUILDING ENVELOPE WORK. NO STRUCTURAL MODIFICATIONS. COORDINATE RE_OCATION OF OUTLETS & LIGHTING W/ EXISTING CIRCUITS. NO ADDITIONAL ELECTRICAL LOAD. GE EML NOTES: 1. PR IDE ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS TO HIS SPACE LOCATED AT 1662 SOUTH CONGRESS AVE., PALM SPRINGS, FLORIDA 2. L WORK TO COMPLY IN ALL RESPECTS WITH APPLICABLE FEDERAL, STATE, COUNTY AND/ RLOCAL STATUES, ORDINANCES, REGULATIONS, LAWS AND CODES (i.e. NATIONAL FIRE CODE, NFPA 101 LIFE SAFETY CODE AND THE 2010 EDITION OF THE FLORIDA BUILDING CODE). CONTRACTOR MUST BE LICENSED IN THE STATE OF FLORIDA AND SHALL OBTAIN AN OCCUPATIONAL LICENSE WITHIN THE CITY OF PALM SPRINGS. 4. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNFORESEEN CONDITIONS. NO CUTTING SHALL BE DONE TO ANY STRUCTURAL MEMBERS EXCEPT WHEN/IF SHOWN ON THE DRAWINGS. 6. EXISTING CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT IN AGREEMENT WITH INFORMATION AND DETAILS SHOWN ON DRAWINGS. 5. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND WORK,' INCLUDING WORK OF OTHERS WHERE AFFECTED. 8. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO KEEP. THE CITY OF PALM SPRINGS UPDATED ON ANY ADDENDUM, CHANGE ORDER, OR PLAN CHANGES THAT WILL AFFECT THE PERMIT APPROVED SET OF PLANS. 9. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK SHALL BE NEW AND UNUSED, FIRST QUALITY AND FREE FROM DEFECTS AND INSTALLED AS PER MANUF. RECOMMENDED PROCEDURES FOR THE APPLICATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS PROFESSIONAL QUALITY. 10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DRAWINGS SHALL BE NOTED AND MAINTAINED FOR THE OWNER'S RECORD COPY. Iii' SCHEDULE 1/2" MAX 1 ate■■■■ ■■■■ " SEALANT TYP. TOP & BOT. SEAL ALL PENETRATIONS W/ }.`.. FIRE RATED SEALANT CEILING LINE �� ■moo *CONTRACTOR TO VERIFY ALL EXISTING EGRESS DOORS HAVE: ADA COMPLIANT PUSHPULL DEVICES AND CLOSERS. '\ NON-BEARING WALL g RATED 1HRS JUL DESIGN No. 0419 METAL STUD BRACING ® CEILING LINE BATT INSULATION WHERE SHOWN ON PLAN SELF TAPPING BUGLE HEAD SCREWS TYPE S-12 ® 12" O.C.. 1" LONG 3-5/8" 20 GA MTL STUDS SPACED ® 16"o.c. 5/8" TYPE 'X' DRYWALL 1 hr = 1 LAYER EACH SIDE PROVIDE FASTENERS ® 24" O.C. max (HILTI X—ZF-20THP) 3-5/8" STEEL RUNNER CHANNEL TOP & BOTTOM SCALE 3"=1'-0" EXISTING STRUCTURE to 0 OTES NEW 3 1/2" 24 GA. MTL S DS AT 24"O.C. FROM FLOOR TO tNC. SLAB ABOVE W/ r GYP. WALL D. EACH SIDE FROM FLOOR TO 6" ABOVE FINISH CEILING 2X4 ACOUSTICAL CEILING TILE FLAME SPREAD CLASSIFICATION "C" HORIZONTAL BRACING (TYP) PAINTED GYPSUM BOARD OWNER TO SELECT BASE OWNER TO SELECT TILE TYP. INTERIOR PARTITON FLAME SPREAD CLASSIFICATION "C" - UNSPRINKLERED BUILDING ALIGN AND SECURE TOP AND BOTTOM RUNNERS AT 24" O.C. WITH .145" DIAMETER LOW-VELOCITY POWER DRIVEN FASTENERS WITH 11/x" PENETRATION. TYP. PARTITION DETAIL 3/4" =1'-0" Reinaldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMIlFLORIDA 33193 Phone: 786-261-0551 REVISIONS 6/20/15 9/17/2015 : — a ;ab PATE: PREPARED REVIEWED BY: BY: 4/30/15 RG RG ww <C Z am cc> Q 4 p (5 J Z o tW J F -LL w U, Q 0 Q w aZ 0 w0 w J p !� M 00 Cam SHEET: OF: 1/2" MAX 1 3/8 CONTINUOUS FIRE RATED " SEALANT TYP. TOP & BOT. SEAL ALL PENETRATIONS W/ }.`.. FIRE RATED SEALANT CEILING LINE NON-BEARING WALL g RATED 1HRS JUL DESIGN No. 0419 METAL STUD BRACING ® CEILING LINE BATT INSULATION WHERE SHOWN ON PLAN SELF TAPPING BUGLE HEAD SCREWS TYPE S-12 ® 12" O.C.. 1" LONG 3-5/8" 20 GA MTL STUDS SPACED ® 16"o.c. 5/8" TYPE 'X' DRYWALL 1 hr = 1 LAYER EACH SIDE PROVIDE FASTENERS ® 24" O.C. max (HILTI X—ZF-20THP) 3-5/8" STEEL RUNNER CHANNEL TOP & BOTTOM SCALE 3"=1'-0" EXISTING STRUCTURE to 0 OTES NEW 3 1/2" 24 GA. MTL S DS AT 24"O.C. FROM FLOOR TO tNC. SLAB ABOVE W/ r GYP. WALL D. EACH SIDE FROM FLOOR TO 6" ABOVE FINISH CEILING 2X4 ACOUSTICAL CEILING TILE FLAME SPREAD CLASSIFICATION "C" HORIZONTAL BRACING (TYP) PAINTED GYPSUM BOARD OWNER TO SELECT BASE OWNER TO SELECT TILE TYP. INTERIOR PARTITON FLAME SPREAD CLASSIFICATION "C" - UNSPRINKLERED BUILDING ALIGN AND SECURE TOP AND BOTTOM RUNNERS AT 24" O.C. WITH .145" DIAMETER LOW-VELOCITY POWER DRIVEN FASTENERS WITH 11/x" PENETRATION. TYP. PARTITION DETAIL 3/4" =1'-0" Reinaldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMIlFLORIDA 33193 Phone: 786-261-0551 REVISIONS 6/20/15 9/17/2015 : — a ;ab PATE: PREPARED REVIEWED BY: BY: 4/30/15 RG RG ww <C Z am cc> Q 4 p (5 J Z o tW J F -LL w U, Q 0 Q w aZ 0 w0 w J p !� M 00 Cam SHEET: OF: A-1 1 EXIST. 1HR DEMI SCALES 1/8' = 1'-0' OCCUPANCY CLASSIFICATION OCCUPANCY CATEGORY CONSTRUCTION TYPE TYPE it -B (NO SPRINKLER ) AREATABULATION: BUSINESS 588 SQ. FT. WAREHOUSE 3337 SQ. FT. TOTAL 3925 SQ. FT. Ctass A Locations A- R R DEMISING WAL TRATIONS) EXIST. EXIT Criteria Light (Low) Hazard Occupancy Minimum Rated single extinguisher 2-A Maximum floor area per unit of A 3,000 sgft Maximum floor area for extinguisher 11,250 sgft Maximum travel distance to extinguisher75 ft MIXED USE OCCUPANT LOAD CALCULATION: BASE ON FLORIDA BUILDING CODE / LIFE SAFETY CODE BUSINESS) =588 SF /100 = 6 OCCUPANTS WAREHOUSE) =3925 SF /500 = 8 OCCUPANTS TOTAL OCCUPANCY MINIMUM NUMBER OF EXITS MINIMUM WIDTH OF EXIT CORRIDORS 0.2(110) MAXIMUM TRAVEL DISTANCE TO EXIT REQUIRED 2 22" 150' = 14 OCCUPANTS PROVIDED 2 72" 98' I inja a I ga :Ib- I �re 11 -1 111151 ca I I SCALES 1/8' = 1'-0' NOTES: 1. NOTE: REFER TO MECHANICAL DRAWINGS FOR LOCATION OF SUPPLY AND RETURN AIR DIFFUSER AND GRILLS. 2. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING FIXTURE SPECIFICATIONS AND ADDITIONAL INFORMATION. PER NFPA 101 OCCUPANCY CLASSIFICATION OF DISPLAY/OFFICE IS BUISNESS PER NFPA 101 OCCUPANCY CLASSIFICATION OF WAREHOUSE IS STORAGE PER NFPA 101 BUISNESS OCCUPANCY IS ORDINARY HAZARD WAREHOUSE STORAGE IS LOW HAZARD WALL ASSEMBLY INSULATION FIRECODE COMPOI PENETRATION Stor)—lHr Wo SCALE: NTS BOTTOM OF STRUCT. DECK PROVIDE FASTENERS 0 24" O.C. max (HILTI X—ZF-20THP) ALL JOINTS & SCREW HEADS ON OUTER LAYER TO HAVE TWO COATS DRY OR PRE MIXED JOINT COMPOUND. 2" W— PERF. PAPER TAPE OVER ALL JOINTS, EMBEDDED IN 1ST COAT. EA TYPICAL NOTE: PROVIDE 1-1/2" x 1/2" CHANNEL LATERAL STUD BRACING EVERY 4'-6" MAX. ATTAC TO EACH VERT. STUD W/ CLIP ANG & 4 FRAMING SCREWS Penetration 1/2" MAX F.B.C. 2010 BUILDING IS TYPE II CONSTRUCTION ALTERATION LEVEL 2 CONSTRUCTION TYPE II SCOPE OF WORK 1. ALL INTERIOR - NO BUILDING ENVELOPE WORK. NO STRUCTURAL MODIFICATIONS. 2. COORDINATE RELOCATION OF OUTLETS & LIGHTING W/ EXISTING CIRCUITS. NO ADDITIONAL ELECTRICAL LOAD. GENERAL NOTES: 1. PROVIDE ALL LABOR, EQUIPMENT, AND MATERIALS REQUIRED TO COMPLETE THE IMPROVEMENTS TO THIS SPACE LOCATED AT 1662 SOUTH CONGRESS AVE., PALM SPRINGS, FLORIDA 2. ALL WORK TO COMPLY IN ALL RESPECTS WITH APPLICABLE FEDERAL, STATE, COUNTY AND/ OR LOCAL STATUES, ORDINANCES, REGULATIONS, LAWS AND CODES (i.e. NATIONAL FIRE CODE, NFPA 101 LIFE SAFETY CODE AND THE 2010 EDITION OF THE FLORIDA BUILDING CODE). 3. CONTRACTOR MUST BE LICENSED IN THE STATE OF FLORIDA AND SHALL OBTAIN AN OCCUPATIONAL LICENSE WITHIN THE CITY OF PALM SPRINGS. 4. CONTRACTOR SHALL CONTACT ARCHITECT IMMEDIATELY UPON DISCOVERY OF ANY UNFORESEEN CONDITIONS. NO CUTTING SHALL BE DONE TO ANY STRUCTURAL MEMBERS EXCEPT WHEN/IF SHOWN ON THE DRAWINGS. 6. EXISTING CONDITIONS: CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF EXISTING CONDITIONS ARE NOT IN AGREEMENT WITH INFORMATION AND DETAILS SHOWN ON DRAWINGS. 5. CONTRACTORS SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOBSITE. 6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL TRADES AND WORK, INCLUDING WORK OF OTHERS WHERE AFFECTED. 8. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO KEEP THE CITY OF PALM SPRINGS UPDATED ON ANY ADDENDUM, CHANGE ORDER, OR PLAN CHANGES THAT WILL AFFECT THE PERMIT APPROVED SET OF PLANS. 9. ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE WORK SHALL BE NEW AND UNUSED, FIRST QUALITY AND FREE FROM DEFECTS AND INSTALLED AS PER MANUF. RECOMMENDED PROCEDURES FOR THE APPLICATION AT HAND. ALL WORKMANSHIP SHALL BE OF FIRST CLASS PROFESSIONAL QUALITY. 10. THE CONTRACTOR SHALL MAINTAIN A FULL SET OF COMPLETE AND CURRENT DRAWINGS AVAILABLE FOR REVIEW AT THE JOBSITE AT ALL TIMES. ALL FIELD MODIFICATIONS TO THE ORIGINAL DRAWINGS SHALL BE NOTED AND MAINTAINED FOR THE OWNER'S RECORD COPY. DOOR SCHEDULE REMARKS ��r� ■�^ *CONTRACTOR TO VERIFY ALL EXISTING EGRESS DOORS HAVE ADA COMPLIANT PUSHPULL DEVICES AND CLOSERS. -3/8" CONTINUOUS FIRE RATED SEALANT TYP. TOP & BOT. SEAL ALL PENETRATIONS W/ FIRE RATED SEALANT CEILING LINE METAL STUD BRACING 0 CEILING LINE BATT INSULATION WHERE SHOWN ON PLAN SELF TAPPING BUGLE HEAD -SCREWS TYPE S-12 0 12" O.C.. 1" LONG NON-BEARING WALL RATED 1 HRS 3-5/8" 20 GA MTL STUDS SPACED ® 16"o.c. 5/8" TYPE 'X' DRYWALL 1 hr = 1 LAYER EACH SIDE PROVIDE FASTENERS 0 24" O.C. max (HILTI X—ZF-20THP) 3-5/8" STEEL RUNNER CHANNEL TOP & BOTTOM IUL DESIGN SCALE 3"=1'-0" No. U419 EXISTING STRUCTURE is DENOTES NEW 3 1/2" 24 GA. MTL STUDS AT 24'0.C. FROM FLOOR TO CONC. SLAB ABOVE W/ 4' GYP. WALL BD. EACH SIDE FROM FLOOR TO 6" ABOVE FINISH CEILING 2X4 ACOUSTICAL CEILING TILE FLAME SPREAD CLASSIFICATION "C" HORIZONTAL BRACING (TYP) PAINTED GYPSUM BOARD OWNER TO SELECT BASE OWNER TO SELECT TILE TYP. INTERIOR PARTITON FLAME SPREAD CLASSIFICATION "C" - UNSPRINKLERED BUILDING ALIGN AND SECURE TOP AND BOTTOM RUNNERS AT 24" O.C. WITH .145" DIAMETER LOW-VELOCITY POWER DRIVEN FASTENERS WITH 1%" PENETRATION. NP. PARTITION DETAIL 3/4"= 1'-0" FIAG Reinaido A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,FLORIDA 33193 Phone: 786-261-8551 REVISIONS 6/20/15 7/20/15 JUL 20115 DATE: PREPARED REVIEWED BY: BY: 4/30/15 RG RG SHEET: OF: A-1 1 A-14 DISPLAY) I I THY I OFFICE EXIST. \TOILET A-21 EXISTING WAREHOUSE I PANEL "A" iiiiiI I I ILLUMINATION PLAN SCALE: 1/4"= V-0" LEGEND !91:= DUPLEX RECEPTACLE @ 12" AFF, U.O.N. LIGHTING SWITCH 0 48" AFF. 3 3—WAY LIGHTING SWITCH C➢ 48" AFF. ® ELECTRIC PANEL FAN/LIGHT COMBINATION FLUORESCENT LIGHT EMERGENCY LIGHT 120V WITH BATTERY CONNECTED AHEAD OF ANY SWITCH SELECTED BY ARCH/OWNER 2 SETS 4#600 THWN +1#1/0(GND) IN 3/4" C EACH E iX STIN .ELECTRICAL BUILDING WALL EXISTING 30800 8W 120/208V EXISTING MAIN BREAKER 30 200A AND METER EXISTING EXISTING 1 # 3/0 (GND) IN 3/4" C FPL EXISTING ELECTRICAL RiSER NTS ROOF A-13,15 WP10NO WP A-25 ROOF SECTION PLAN SCALE:1 /4'=1 '-0" SUITE 104 EXISTING PANEL A 200 A 120/208V 30 EXISTING 4#3/0 THWN + 1 # 6 (GND) IN 2" C rVWCK MAN SCALE:1 /4"=1'-0" SERVE 3PH, 4W, 60HZ TYPE SIA34S VOLTAGE 120 / 208 V. EXISTING PANEL "A" MOU MAIN BUS: 225 AMP MAINS: 200 DEMAND NO DEM. CONDUIT WIRE TRIP POLES LOAD DESCRIPTION CKT LOAD VA LOAD VA SIZE AMP AND REMARKS NO. PHASE ABC CKT LOAD DESCRIPTION POLES TRIP WiRE CONDUIT NO DEM DEMAND NO. AND REMARKS AMP SIZE LOAD VA LOAD VA 720 540 720 720 180 0 1820 1820 832 832 150 0 180 0 1/2 1/2 1/2 1/2 1/2 112 1/2 1/2 1/2 112 1/2 1/2 12 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 25 20 20 20 20 20 1- 1- 1- 1- 1- 1- 2- 2- 1- 1- 1- 1- EXISTING DISPLAY REC. EEC X X X X X X X X X X X X X X X X X X X X X 2- 4- 6- 8- 10- 12- 14- 16- 18- 20- 22- 24- 26- 28- 30- 32- 34- 36- 38- 40- 42- EXISTING SPARE -1 -1 -1 -2 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 DISPLAY 1/2 112 1/2 1/2 1/2 1/2 112 0 0 0 1165 1165 0 560 280 0 0 0 0 900 0 900 900 280 560 EXIST DISPLAY REC. EXISTING SPARE EXISTING DISPLAY REC. OFFICE NEW OFFICE REC. NEW CIU EXISTING BATH REC. EXISTING SPARE A-7 NEWAHU NEW DISPLAYS LIGHTS NEW OFFICE LiGHT A-5 EXSiiNG SPARE EXISTING SPARE NEW FAIWLIGHT BATH EXISTING SPARE A-1 A-3 EXISTING SPARE EXISTING RECEPTACLE GFI EXISTING NE OUTLET BUSTING WEST FAN EXISTING SPARE SPACE EXISTING WEST OUTLET SPACE \1114 P SPACE EXISTING SPARE SPACE EXISTING SPARE SPACE SPACE EXIST. TOILET SPACE SPACE SPACE 0 8514 = SUB - TOTALS 0 A 9 0 SUB - TOTALS = 6710 0 0 VA : TOTAL DEMAND LOAD (2) LOAD PER PHASE 7797 VA PHASE "A" 4415 VA PHASE"B" 3012 VA PHASE "C' EXISTING WAREHOUSE PANEL A" 15224 VA : TOTAL NO DEMAND LOAD 0 VA: 25% CONTINOUS LIGHT rVWCK MAN SCALE:1 /4"=1'-0" SERVE 3PH, 4W, 60HZ TYPE SIA34S VOLTAGE 120 / 208 V. EXISTING PANEL "A" MOU MAIN BUS: 225 AMP MAINS: 200 DEMAND NO DEM. CONDUIT WIRE TRIP POLES LOAD DESCRIPTION CKT LOAD VA LOAD VA SIZE AMP AND REMARKS NO. PHASE ABC CKT LOAD DESCRIPTION POLES TRIP WiRE CONDUIT NO DEM DEMAND NO. AND REMARKS AMP SIZE LOAD VA LOAD VA 720 540 720 720 180 0 1820 1820 832 832 150 0 180 0 1/2 1/2 1/2 1/2 1/2 112 1/2 1/2 1/2 112 1/2 1/2 12 12 12 12 12 12 12 12 12 12 12 12 20 20 20 20 20 20 25 20 20 20 20 20 1- 1- 1- 1- 1- 1- 2- 2- 1- 1- 1- 1- EXISTING DISPLAY REC. -1 -3 -5 -7 -9 -11 -13 -15 -17 -19 -21 -23 -25 -27 -29 -31 -33 -35 -37 -39 -41 X X X X X X X X X X X X X X X X X X X X X 2- 4- 6- 8- 10- 12- 14- 16- 18- 20- 22- 24- 26- 28- 30- 32- 34- 36- 38- 40- 42- EXISTING SPARE -1 -1 -1 -2 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 -1 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 12 12 12 12 12 12 12 1/2 112 1/2 1/2 1/2 1/2 112 0 0 0 1165 1165 0 560 280 0 0 0 0 900 0 900 900 280 560 EXIST DISPLAY REC. EXISTING SPARE EXISTING DISPLAY REC. EXISTING SPARE NEW OFFICE REC. NEW CIU EXISTING BATH REC. EXISTING SPARE EXISTING SPARE NEWAHU NEW DISPLAYS LIGHTS NEW OFFICE LiGHT EXISTING 220V OUTLET EXSiiNG SPARE EXISTING SPARE NEW FAIWLIGHT BATH EXISTING SPARE EXISTING SPARE EXISTING SPARE EXISTING RECEPTACLE GFI EXISTING NE OUTLET BUSTING WEST FAN EXISTING SPARE SPACE EXISTING WEST OUTLET SPACE EXISTING EAST OUTLET SPACE EXISTING SPARE SPACE EXISTING SPARE SPACE SPACE SPACE SPACE SPACE SPACE 0 8514 = SUB - TOTALS D.F. = 0.50 SUB - TOTALS = 6710 0 0 VA : TOTAL DEMAND LOAD (2) LOAD PER PHASE 7797 VA PHASE "A" 4415 VA PHASE"B" 3012 VA PHASE "C' TOTAL PANEL AIM'S =VA /VOLT = 42 AMP 1. PROVIDE GROUNDING BAR KTT 2. APPLYING DEMAND AS PER NEC TABLE 220-44. 15224 VA : TOTAL NO DEMAND LOAD 0 VA: 25% CONTINOUS LIGHT 0 VA: 25% LARGEST MOTOR 15224 TOTAL LOAD ELECTRICAL SPECOCATKOIS PART 1— GENERAL A.— Overall installation: The installation shall comply with the Latest edition of Electrical Code (NEC), the Florida Building Code (FBC), and any other applicable Federal, State and Local codes. B.— Conductor Calculations: Conductor calculations are based on 75 'C. 1. General: The General and Special Conditions and Requirements of the Contract and Specifications as well as plans and specifications of other disciplines and trades shall be a part of the work hereby specified. These specifications and accompanying plans are intended to provide for the complete furnishing and installation of the elec— trical systems. To provide means to furnish and install. 2. Compliance: Workmanship, materials and installation shall be in strict accordance with the applicable edition of the NEC,NFPA,NEMA,ASTM, OSHA, HRS health agencies, and other applicable national, state, and local codes and pertaining regulations established by the ruling authority having jurisdiction. Contractors shall also meet the requirements of other standards where such requirements are more strict than those standards cited above. 3. Workmanship: All work shall be performed by contractors licensed in their respective discipline. Work shall be done in a first class manner, fully operative, and to the acceptance of the Architect and the Engineers. Contractor shall provide for all necessary labor and material required for the completion of the work including but not limited to related work such as connection of existing systems, exca— vations and back filling. 4. Materials: Contractor shall provide all new materials of American ma— nufacture, bearing the Underwriter's Laboratory (UL) label as appli— cable. Materials shall be new, suitable for the application and above standard quality normally used for the purpose as called for on plans. Supplemental materials, products and components necessary to comply with the intent of the Contract drawings and/or specifications, but not noted or specified on these sections, shall be provided by the Contractor as required for the completion of the work at no additio— nal cost to the Owner. Contractor shall be responsible for provisions and coordination of delivery of materials. Equipment marred during shipment or installation shall be touched up and refinished to factory finish, replaced where not .acceptable. 5.— Permits and Insurance: Contractor shall secure and pay for all permits, fees, taxes, inspections, tests, fines and other items as required for the installation of the complete electrical systems as outlined herein and shown on plans. Contractor shall provide all required insurance for protection against public liability and property damage for the duration of the work. 6.— Existing conditions: Before bidding, the contractor shall visit the job site and ascertain all existing conditions which will affect his work. Failure to do so will not be accepted as a reason for requesting extra pay where the existing conditions result in extra materials or labor Any existing conditions found by the Contractor which will adversely affect the work shall be immediately be brought to the attention of the Architect/Engineer. Correction of any defects shall be completely without additional charge and shall include replacements or repair of any other phase of the installation which may have been damaged thereby. 7.— Plans: Drawings are basically diagrams intended to depict approximately equipment locations and arrangements, not to show every minor detail. Plans shall not be scaled to determine exact location and dimensions. 8.— Interference: The Contractor shall coordinate his work with other trades so that interference with existing conditions, conduits, piping, equipment, architectural and structural members be avoided. 9.— Substitutions: Products and materials called out by trade name and/or catalog numbers establish a standard of quality, appearance, perfor— mance and dimension. Contractors shall base his proposal on those items as they shall be considered as a standard basis of bidding. Requests for substitution shall be submitted in writing to the Archi— tect/Engineer, demonstrating that product is of comparable and basic design, construction, standards and warranties, dimensions to fit wi— thout change, and does not cause extra work to other trades. Contractor shall be responsible for providing equality of substitution: Architect/Engineer will, under no circumstances, be required to prove such item is or is not of equal quality to the specified item. Archi— tect/Engineer expenses incurred due to Contractor's requested revi— sions or substitutions shall be paid by the Contractor. 10.—Record Drawings: Maintain a complete set of prints for indicating all changes. Use colored pens to mark changes at the time of exe— cution and deliver the set to the Architect/Engineer upon completion. Contractor shall stamp "As Built" on prints and plans, date and sign in ink. 11.—The Contractor shall, and hereby does, warrant all labor and material free from defects for a period of one (1) year from the date of acceptance or beneficial use by the owner, whichever is earlier and shall, upon notification during this period promptly repair or replace any defective items or material or equipment at no cost to the owner. COPE OF WORK 1— THE SCOPE OF WORK IS A NEW OFFICE SPACE iN EXISTING WAREHOUSE. REST OF EXISTING WAREHOUSE AREA POWER AND LIGHTING EXISTING TO REMAIN. } t' GUIROLA & ASSOCIATES P.A. CONSULTING ENGINEERS David Guirola PE P.E. No 57468 1150 NW 72nd AVE, 5-451 MIAMI, FLORIDA 33126 P,H: (305)513.96&5 CA 00009112 EMAIL: GUIRO 5@,AOL.COM Reinafdo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,FLORiDA 33193 Phone: 786-261-9551 � W_ aZ o. LU Coll Q Q 0 J Z LL h W D _ LLo 0 z <t W =W �Z O 0 �_ 3: W J r- 1— �0 00 ELECTRICAL PLAN DATE: PREPARED REVIEWED BY: 13Y. 4/15/15 YG DG SHEET: OF: E-1 1 GENERAL NOTES: 1. ALL MECHANICAL SYSTEMS ARE TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE SECTIONS OF THE NFPA STANDARDS, ANSI STANDARDS, THE LOCAL BUILDING CODE, NOISE & HEIGHT ORDINANCES, PLANS AND SPECIFICATIONS. 2. ALL MATERIALS SHALL BE NEW AND ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE LOCAL CODES, PRODUCT APPROVAL, RULES AND ORDINANCES, ANY DAMAGED EQUIPMENT SHALL BE REPLACED OR RESTORED TO ORIGINAL CONDITION. 3. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ACCESS PANELS, CONTROL SYSTEMS, DEVICES, PERMITS AND SERVICES NECESSARY FOR FURNISHING AND INSTALLING A COMPLETE OPERABLE MECHANICAL SYSTEM. 4. ALL LOUVERS, GRILLES, PIPING, ETC. SHALL BE PAINTED TO MATCH SURROUNDING COLOR AND TEXTURES AS REQUIRED BY ARCHITECT. VERIFY COLOR AND TEXTURE WITH ARCHITECT. PAINT ALL EXPOSED MECHANICAL EQUIPMENT WITH BENJAMIN MOORE EPDXY ENAMEL 182. 5. ALL CUTTING, PATCHING, STRUCTURAL STEEL, WEATHER PROOFING, PAINTING, AND WALL OPENINGS SHALL BE BY THE GENERAL CONTRACTOR. 6. ALL OPENINGS IN BUILDING STRUCTURE, FOR DUCTWORK, PIPING, ETC. TO BE 1/2" LARGER (ON ALL SIDES) THEN THE OUTSIDE DIMENSIONS. FILL VOIDS WITH FIRE RETARDANT SILICONE FOAM (I.E. CHASE -FOAM CTC PR -855 BY CHASE TECHNOLOGY CORP.). 7. SHOP DRAWINGS: CONTRACTORS SHALL SUBMIT FOR APPROVAL, WITHIN 30 DAYS AFTER SIGNING CONTRACT, A MINIMUM OF FIVE COPIES OF FULLY DESCRIPTIVE LITERATURE, INCLUDING BUT NOT LIMITED TO: AIR CONDITIONING UNITS, FANS AND AIR OUTLETS. NO WORK SHALL PROCEED WITHOUT APPROVAL OF THESE SUBMITTALS. 8. PROVIDE FLEXIBLE DUCT CONNECTORS, RATED AS REQUIRED, TO ALL FANS, A/C UNITS, OR MECHANICAL EQUIPMENT. 9. PROVIDE MAINTENANCE AND OPERATION MANUAL ON ALL MECHANICAL EQUIPMENT OR SYSTEMS. PROVIDE 5 SETS OF SUBMITTALS ON ALL HVAC EQUIPMENT. SUBMITTALS SHALL HAVE A SUMMARY SHEET SHOWING ALL SCHEDULED INFORMATION. 10. HVAC CONTRACTOR WILL WARRANTY ALL MECHANICAL SYSTEMS, DUCTWORK, THERMOSTATS, AND ALL OTHER EQUIPMENT,PARTS AND LABOR UNDER THESE DRAWINGS AND SPECIFICATIONS FOR A PERIOD OF ONE (1) YEAR AFTER C.O. OF BUILDING. ANY REPAIRS REQUIRING SYSTEM SHUT DOWN WILL BE DONE DURING NON OPERATIONAL PERIODS. HVAC CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES PRIOR TO BIDDING AND PURCHASING ANY EQUIPMENT. 11. AIR QUALITY SHOULD BE TESTED BEFORE OCCUPANCY AND SHOULD BE INSTRUMENTED AND MONITORED THEREAFTER, OR AT LEAST AT REGULAR INTERVALS 12. GENERAL CONTRACTOR TO PROVIDE FINAL TEST AND BALANCE PER NEW DESIGN LAYOUT. MECHANICAL EQUIPMENT NOTES: 1. ALL MECHANICAL EQUIPMENT SHALL BE ARI & U.L. LISTED WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS, VALVES, CONNECTIONS, ETC. TO FUNCTION PROPERLY. 2. PROVIDE VIBRATION ISOLATORS ON ALL MECHANICAL EQUIPMENT AS CALLED FOR IN THE SPECIFICATIONS. IF NOT SPECIFIED, AS RECOMMENDED BY MANUFACTURER FOR QUIET OPERATION (WITH 99% ISOLATION EFFICIENCY). 3. INDEPENDENT CONTRACTOR SHALL TEST AND BALANCE ALL MECHANICAL EQUIPMENT AIR DEVICES, EXTRACTORS, DAMPERS, AHU'S & FAN RATES, ETC. TO PROVIDE THE DESIGN QUANTITIES AS SHOWN ON THE PLANS OR SCHEDULES. PROVIDE T&B REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. PROVIDE FINAL BALANCING FOR ALL SYSTEMS TO SATISFACTION OF OWNER AND ENGINEER. T&B CONTRACTOR SHALL VISIT JOB SITE DURING CONSTRUCTION TO ENSURE THAT ALL DUCTS, DAMPERS, ETC. ARE INSTALLED FOR PROPER AND QUIET AIR. DELIVERY. 4. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. 5. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 6. FILTERS SHALL BE IN PLACE DURING CONSTRUCTION. PROVIDE A NEW SET PRIOR TO TEST AND BALANCE AND A FINAL SET AT THE END OF ONE YEAR SERVICE PERIOD. AIR DISTRIBUTION Z DUCTWORK NOTES T 1. REFER TO ARCHITECTURAL PLANS FOR CEILING TYPE. 2. PROVIDE OFF WHITE FINISH (SUBJECT TO ARCHITECT'S APPROVAL). 3. AL1._ DUCTWORK WHERE ALLOWED BY LOCAL CODES AND AND CEILING RATING SHALL BE 1" LOW PRESSURE DUCT, SEAL CLASS "C" AND AS FOLLOWS: A. S/A & R/A - 1-1/2" THICK FIBERGLASS DUCT BOARD WITH VAPOR BARRIER (R-6 MIN.) B. EXHAUST AIR DUCTWORK - GALVANIZED SHEETMETAL B. OUTSIDE AIR DUCTWORK - INSULATED GALVANIZED SHEETMETAL 4. ALL DUCTWORK AND DIFFUSERS SHALL BE RATED FOR THE USE, PRESSURE AND TEMPERATURE SPECIFIED AND AS REQUIRED BY THE CEILING SYSTEM RATING. 5. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH "SMACNA" STANDARDS AND LOCAL BUILDING CODES. 6. ALL DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. 7. SEAL ALL DUCTS, JOINTS AND SEAMS IN AN APPROVED MANNER AND INSURE AGAINST LEAKAGE. 8. PROVIDE ACCESS DOORS AS REQUIRED FOR ALL MECHANICAL EQUIPMENT TO SERVICE AND VISUALLY CHECK ROTATION OF FANS AND MOTORS, POSITION OF DAMPERS, REPLACE FIRE DAMPER LINKS, ADJUST OR REPLACE CONTROLS, ETC. 9. PROVIDE VANED ELBOWS IN ALL CASES, SPLITTER DAMPERS WHERE INDICATED ON DRAWINGS AND VOLUME CONTROL DAMPERS IN ALL BRANCH DUCTS OR DIFFUSER CONNECTIONS. 10. TERMINAL AIR DISTRIBUTION DEVICES SHALL BE AS FOLLOWS: CEILING DIFFUSER: EQUIV. TO TITUS MODEL TDC-AA WALL DIFFUSER: EQUIV. TO TITUS MODEL 300 FL RETURN REGISTER: EQUIV. TO TITUS MODEL 350 FL GENERAL NOTE: CONTRACTOR TO COORDINATE DUCTWORK LAYOUT WITH EXISTING ELECTRICAL CONDUITS, ETC. REROUTE EXISTING DUCTWORK AS NESSESARY. NOTIFY OWNER, ARCHITECT AND ENGINEER OF ANY CONFLICT WITH EXISTING CONDITIONS TO PROVIDE SOLUTIONS. CONTRACTOR SHALL VISIT JOB SITE PRIOR TO BID. T&B CONTRACTOR SHALL PROVIDE A FINAL TEST AND BALANCE REPORT WITHIN SCOPE OF WORK TO PROVIDE THE DESIGNED QUANTITIES SHOWN ON PLANS. PROVIDE T&B REPORT IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS, SIGNED AND SEALED BY A REGISTER ENGINEER. SEAL JOINT W EPDXY & DUCT TAPE AIR FLOW lu INSULATE TOP OF - ALL AIR TERMINALS DIFFU AIR DUCT (SEE PLAN VIEW) SPIN TAP FITTING AIR FLOW METAL ROUND SCOOP FITTING INSULATED FLEX.. DUCT SEAL JOINT WITH EPDXY AND DUCT TAPE NOTE: HANG DUCTS ACCORDING TO SMACNA STANDARDS FLEXIBLE DUCT CONNECTION DETAIL N.T.S. LEGEND MNEW SUPPLY DIFFUSER NEW RETURN AIR GRILLE J MANUAL VOLUME DAMPER O PROVIDE PROGRAMABLE T -STAT. NEW FLEXIBLE DUCT, U.L. CLASS 1 (R-6) NEW DUCT WITH R=4.2 INSULATION. OUTSIDE AIR CALCULATIONS (AS PER ASHRAE 62.1-2010) APPLICATION #OF PEOPLE CFM/PERSON NET FLOOR AREA CFM/SF O.A. CFM O.A. PROVIDED A/C#1 14 '` 5 580 0.06 104 125 NOTES: 4 -WAY SUPPLY 1. CALCULATIONS ARE BASED ON ESTIMATED DESIGN OCCUPANCY RATES PER ARCHITECTURAL PLANS AND VENTILATION RATES PER ASHRAE. WALL CAP DETAIL NOT TO SCALE WALL CAP WITH BUILT-IN DAMPER WALL ROOF FLOOR PLAN SCALEi 1/8' = V-0' NOTE: HANG DUCTS ACCORDING TO SMACNA STANDARDS TYPICAL HANG STRAP AND S HANGING DETA 1 OF DETAIL SECURE WIRE AIR DISTRIBUTION DEVICE SCHEDULE UNIT UNIT SERVICE SELECTION AIR HANDLING NECK REMARK NO. SYSTEM DATA BASED ON MODEL SIZE A CEILING SUPPLY TITUS TDC AA WT SEE PLANS 4 -WAY SUPPLY GENERAL NOTE: ELECTRICAL COMPRESSOR NO NEW LOADS (CFM) WERE ADDED TO THIS PROJECT, ALL EXISTING LOAD WAS REBALANCE PER NEW DESIGN LAYOUT. REF. LINES MECHANICAL FLOOR PLAN SCALEi 1/8' = 1'-0' NEW WORK KEY NOTES O NEW HORIZONTAL AHU TO BE LOCATED ABOVE THE CEILING. O G.C_ TO PROVIDE 0/A MOTORIZED DAMPERS IN THIS AREA AS REQUIRED. MOTORIZED DAMPERS 120V/1/60 TO BE INTERCONNECTED WITH (AHU) RESPECTIVELY AND SHUT DOWN WHEN AC IS NOT OPERATING. Q3 LOCATE NEW CAP FOR AIR INTAKE IN THIS AREA AS REQUIRED. ® LOCATE NEW CU -1 IN ROOF IN THIS AREA AS REQUIRED. GENERAL NOTE: EXISTING AC -1 AND AC -2 ARE BOTH 5TON UNITS RATED 208V/1/60 60,OOOBTUH MODEL# LCMC9260SO02 BY GRENADA. BOTH A/C UNITS WILL BE REUSED AS PART OF THIS PROJECT. GUIROLA & ASSOCIATES P.A. CONSULTING ENGINEERS David Guirola PE P.E. No 57468 451 MLAMI, FLOM AVE,126 MIAINi, FLOPoOA 33128 P.H: (305) 5139665 CA 00009112 EMAIL GUIRO 5@AOL.COM ,RAG Reinaldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,FLORIDA 33193 Phone: 786-261 9551 PEVISI)VS W W Q � W Q a o Z Q Z J U. w W _ L 0 U 0 a L W co W OZ O O W M no T- (j)M SrPLIT S"Y"STEM S AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA MARK MODEL CFM FAN HEATER WT MARK MODEL WT ELECTRICAL COMPRESSOR UNIT MAX CAPACITY REF. LINES N0. NO. N0. LBS VOLTS -PH -HZ MCA FUSE SEER TOTAL OA HP KW STEP LBS QTY. TONS TMBH SMBN SUCTION I LIQUID AHU-1 RH1T24 600 104 0.5 1/3 2.8 1 95 CU -1 13AJN18 187 208-1-60 1 1.5 14 20 23.8 17.7 13 AS PER MANUF. RECOMMND SPLIT SYSTEM NOTES: 4. PROVIDE PROPER VIBRATION ISOLATORS AS PER ISOLATION 1. OUTSIDE AIR DESIGN CONDITIONS: 91'FDB - 79°FDB. MANUFACTURER'S RECOMMENDATIONS. PROVIDE FILTER RACK UNDER 2. PROVIDE A/C UNIT WITH PROGRAMMABLE HEATING AND COOLING THERMOSTAT WITH AHU. RETURN AIR THRU LOUVERED DOOR UNLESS OTHERWISE NOTED. ON-OFF SWITCH SUB -BASE. (WIRED AND INSTALLED BY ELECTRICAL CONTRACTOR) 5. INSULATE REFRIGERANT SUCTION LINE WITH 3/4" FIRE 3. SIZE AND RUN REFRIGERANT PIPING AS MANUFACTURER'S RETARDANT ARMAFLEX. PUBLISHED RECOMMENDATIONS. 6. PROVIDE BUILT-IN DISCONNECT WITH ALL AIR HANDLING UNITS. MECHANICAL FLOOR PLAN SCALEi 1/8' = 1'-0' NEW WORK KEY NOTES O NEW HORIZONTAL AHU TO BE LOCATED ABOVE THE CEILING. O G.C_ TO PROVIDE 0/A MOTORIZED DAMPERS IN THIS AREA AS REQUIRED. MOTORIZED DAMPERS 120V/1/60 TO BE INTERCONNECTED WITH (AHU) RESPECTIVELY AND SHUT DOWN WHEN AC IS NOT OPERATING. Q3 LOCATE NEW CAP FOR AIR INTAKE IN THIS AREA AS REQUIRED. ® LOCATE NEW CU -1 IN ROOF IN THIS AREA AS REQUIRED. GENERAL NOTE: EXISTING AC -1 AND AC -2 ARE BOTH 5TON UNITS RATED 208V/1/60 60,OOOBTUH MODEL# LCMC9260SO02 BY GRENADA. BOTH A/C UNITS WILL BE REUSED AS PART OF THIS PROJECT. GUIROLA & ASSOCIATES P.A. CONSULTING ENGINEERS David Guirola PE P.E. No 57468 451 MLAMI, FLOM AVE,126 MIAINi, FLOPoOA 33128 P.H: (305) 5139665 CA 00009112 EMAIL GUIRO 5@AOL.COM ,RAG Reinaldo A. Gomez Architect AR# 0013736 16047 SW 68 ST MIAMI,FLORIDA 33193 Phone: 786-261 9551 PEVISI)VS W W Q � W Q a o Z Q Z J U. w W _ L 0 U 0 a L W co W OZ O O W M no T- (j)M MECHANICAL FLOOR PLAN DATE: PREPARED I REVIEWED BY: BY: 4/15/15 JM JM SHEET: OF: M-1 1 (�4 1 4 � MECHANICAL FLOOR PLAN DATE: PREPARED I REVIEWED BY: BY: 4/15/15 JM JM SHEET: OF: M-1 1