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HomeMy WebLinkAbout1345 E 25 St Plans hoodDUFA SERIES DIRECT DRIVE UPBLAST EXHAUST FAN WALL BRACKET FITS Wr0 BASE W FAN CENTRIFUGAL UP-DLAST EXHAUST FANS DIMENSIONAL DATA SELF WILLING SCREWS SHOULD BE USED FOR WIT ATTACHMENT TO WALL MOUNT BRACKET FAN MODEL ITT 4 B C F R RO WEIGHT LB 'B' DIMENSION = 5' VFEN USED WITH DAMPER IX150FN/LFA 25 1/2 28 1/1 1 1/2 21 23 l3 3/4 16 55 'B CENTERED IN WALL !DINT UDA B C 0 ,wr. 20 L2 2 21 16 COVER WIDOWS WITH 16 GAUGE GALVANIZED STEEL WALL MOUNT BRACKET WALL WALL MOUNT BRACKET 1 . GA. STEEL FEATURES_: - RDDF MOUNTED FRMS - RESTA',RAMT MODEL - UL 762 W 705 AMCA A. AND SOUND - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION - DIRECT DRIVE SPEED CWTRR MOUNTED AT FACTORY GREASE EXHAUST CLASSIFICATION TESTING EXHNDRMAL rF WHI E T FAR I MMUO ST OPERATE CONTINUOUSLYWHILE EXIT AIR AT ­F(204•C) UNTIL ALL PA ALL FAN PARTS HAVE REACHED THOUT THERMAL EMIL BmW,EFFECTS AND WITHOUT FA ANY DETER[ORASE UNSAFE TO THE FAN WHICH VOLAE➢ CAUSE UNSAFE OPFJRATIUN. EXHAUST FAN MUST OPERATE CONTINUOUSLY WH ILL EXHAUSTING BURNING GREASE VAPORS AT 600' (315•C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COED CAUSE AN WNSAFE C.01HOM - OPTIONAL GREASE CUP AVAILABLE Untempered Supply Fan Wall Mount Bracket Detail 1/2' Bolted Construction Unit Size A 1 B 1 32 26 x 2' 10 GA Galy Angle 31q 1 4E 00bod Y1 x1. ustrB WcoMsscmt uBNt^ � —' &OD'Nav/6' &5010 PLAN VIEW - 6' 0.00' LONG 4612SND GENERAL NOTES I 1. ALL PHASES OF INSTALLATION SHALL COMPLY WITH 2010 FL MECHANICAL CODE AND NEPA 96. 2. EXHAUST DUCT TO BE PROTECTED FROM COMBUSTIBLES WITH DRY WALL CHASE 6, WRITTEN MEASUREMENTS HAVE PRECEDENCE OVER SCALE, 7. PROVIDE CLEANOUTS IN EXHAUST AIR DUCTS AS INDICATED To ALLOW CLEANING AT ALL BENDS AND HORIZONTAL RUNS. 8. EXHAUST DUCT TO BE 16 GA. GALVANIZED STEEL ALL SEAMS AND JOINTS TO HAVE A LIQUID TIGHT CONTINUOUS EXTERNAL WELD. 9. FAN TO HAVE A MINIMUM OF 10 FT. OF CLEARANCE FROM THE OUTLET TO ADJACENT BUILDINGS, PROPERTY LINES, AIR INTAKES OR 3 FT. VERTICAL CLEARANCE PER NFPA96 IO.HORIZONTAL EXHAUST DUCT TO SLOPE BACK TO HOOD MINIMUM OF 1/4' PER FOOT 11.HOOD TO OVERHANG COOKING EQUIPMENT 6' ON ALL OPEN SIDES. 12,BUILDING PRESSURE SHALL NOT EXCEED 0.02' WATER COLUMN AT EXTERIOR DOORS. A. SUPPLY AND EXHAUST FANS ARE INTERLUCKED WITH PILOT LIGHT SWITCH IN KITCHEN AREA. & FIRE MODE REWIRES EXHAUST FANS IO OPERATE CONTINUALLY AND "PLY FANS TO STOP. G HOOD EYJwUST FANS SHALL OPERATE WHENEVER THE EXTINBIISHING SYSTEM IS ACTIVATED. & FIXED PIPE EXTINGUISHING SYSTEMS IN A SINGLE HAZARD AREA SHALL BE ARRANGED FOR SIMULTANEOUS AUTOMATIC OPERATION UPUN ACTIVATION Or ANY ONE OF THE SYSTEMS. CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 AND ARE RECOGNIZED BY ONE OR MORE OF THE FOLLOWING- NSF OLLOWINGNSF INTERNATIONAL HOCA -ES Report #93-16 ICBO-ES Report #4416 SBCCI PST & ESI #93137 LOS ANGELES RR #8085 U.L. LISTED OMH12106 I; I HOOD AIR BALANCE NOTE: ANY OFFSET OR DIRECTI❑N CHANGE IN THE EXHAUST Exh Sup DUCT WORK WILL HAVE A CLEANOUT D❑❑R, H-1 1 1200 1200 j i FIRST, SECOND, AND THIRD FLOOR HOOD SPECS DUCT RUNS WILL VARY PER FLOOR WITH LOCATIONS A wT. DUFA SERIES DIRECT DRIVE UPBLAST EXHAUST FAN WALL BRACKET FITS Wr0 BASE W FAN CENTRIFUGAL UP-DLAST EXHAUST FANS DIMENSIONAL DATA SELF WILLING SCREWS SHOULD BE USED FOR WIT ATTACHMENT TO WALL MOUNT BRACKET FAN MODEL ITT 4 B C F R RO WEIGHT LB 'B' DIMENSION = 5' VFEN USED WITH DAMPER IX150FN/LFA 25 1/2 28 1/1 1 1/2 21 23 l3 3/4 16 55 'B CENTERED IN WALL !DINT UDA B C 0 ,wr. 20 L2 2 21 16 COVER WIDOWS WITH 16 GAUGE GALVANIZED STEEL WALL MOUNT BRACKET WALL WALL MOUNT BRACKET 1 . GA. STEEL FEATURES_: - RDDF MOUNTED FRMS - RESTA',RAMT MODEL - UL 762 W 705 AMCA A. AND SOUND - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION - DIRECT DRIVE SPEED CWTRR MOUNTED AT FACTORY GREASE EXHAUST CLASSIFICATION TESTING EXHNDRMAL rF WHI E T FAR I MMUO ST OPERATE CONTINUOUSLYWHILE EXIT AIR AT ­F(204•C) UNTIL ALL PA ALL FAN PARTS HAVE REACHED THOUT THERMAL EMIL BmW,EFFECTS AND WITHOUT FA ANY DETER[ORASE UNSAFE TO THE FAN WHICH VOLAE➢ CAUSE UNSAFE OPFJRATIUN. EXHAUST FAN MUST OPERATE CONTINUOUSLY WH ILL EXHAUSTING BURNING GREASE VAPORS AT 600' (315•C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COED CAUSE AN WNSAFE C.01HOM - OPTIONAL GREASE CUP AVAILABLE Untempered Supply Fan Wall Mount Bracket Detail 1/2' Bolted Construction Unit Size A 1 B 1 32 26 x 2' 10 GA Galy Angle 31q 1 4E 00bod Y1 x1. ustrB WcoMsscmt uBNt^ � —' &OD'Nav/6' &5010 PLAN VIEW - 6' 0.00' LONG 4612SND GENERAL NOTES I 1. ALL PHASES OF INSTALLATION SHALL COMPLY WITH 2010 FL MECHANICAL CODE AND NEPA 96. 2. EXHAUST DUCT TO BE PROTECTED FROM COMBUSTIBLES WITH DRY WALL CHASE 6, WRITTEN MEASUREMENTS HAVE PRECEDENCE OVER SCALE, 7. PROVIDE CLEANOUTS IN EXHAUST AIR DUCTS AS INDICATED To ALLOW CLEANING AT ALL BENDS AND HORIZONTAL RUNS. 8. EXHAUST DUCT TO BE 16 GA. GALVANIZED STEEL ALL SEAMS AND JOINTS TO HAVE A LIQUID TIGHT CONTINUOUS EXTERNAL WELD. 9. FAN TO HAVE A MINIMUM OF 10 FT. OF CLEARANCE FROM THE OUTLET TO ADJACENT BUILDINGS, PROPERTY LINES, AIR INTAKES OR 3 FT. VERTICAL CLEARANCE PER NFPA96 IO.HORIZONTAL EXHAUST DUCT TO SLOPE BACK TO HOOD MINIMUM OF 1/4' PER FOOT 11.HOOD TO OVERHANG COOKING EQUIPMENT 6' ON ALL OPEN SIDES. 12,BUILDING PRESSURE SHALL NOT EXCEED 0.02' WATER COLUMN AT EXTERIOR DOORS. A. SUPPLY AND EXHAUST FANS ARE INTERLUCKED WITH PILOT LIGHT SWITCH IN KITCHEN AREA. & FIRE MODE REWIRES EXHAUST FANS IO OPERATE CONTINUALLY AND "PLY FANS TO STOP. G HOOD EYJwUST FANS SHALL OPERATE WHENEVER THE EXTINBIISHING SYSTEM IS ACTIVATED. & FIXED PIPE EXTINGUISHING SYSTEMS IN A SINGLE HAZARD AREA SHALL BE ARRANGED FOR SIMULTANEOUS AUTOMATIC OPERATION UPUN ACTIVATION Or ANY ONE OF THE SYSTEMS. CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 AND ARE RECOGNIZED BY ONE OR MORE OF THE FOLLOWING- NSF OLLOWINGNSF INTERNATIONAL HOCA -ES Report #93-16 ICBO-ES Report #4416 SBCCI PST & ESI #93137 LOS ANGELES RR #8085 U.L. LISTED OMH12106 I; I HOOD AIR BALANCE NOTE: ANY OFFSET OR DIRECTI❑N CHANGE IN THE EXHAUST Exh Sup DUCT WORK WILL HAVE A CLEANOUT D❑❑R, H-1 1 1200 1200 j i 1 ' DUCT LAYOUT SND -PSP. MODEL MAKE-UP AIR HOOD & FANS ( U.L. LISTED / NSF APPROVED7117 _ ) I ll wa C INTAKE Nva CEMENT `CEILING 11�_r=11 1111 11 FILTERS DUCT LAYOUT SND -PSP MODEL MAKE-UP AIR HOOD & FANS ( U.L. LISTED / NSF APPROVED ) CEMENT CEILING I • 1 I I I I 'EXHAUST DUCT i .. 116 Ga GALVINIZED LIQUIDI I L EXHAUST DUCT TIGHT WELDED I - 1 I 16 Ga GALVANIZED LIQUID I i 1 TIGHT WELDED I I 1 1 I I I I I I I I I I I I I SUPPLY AIR DUCT I I I 1 1 I I 1 1 I I I I I 1 I OPTIONPL 24 % 24 II CEILING DIFFUSER 3,L WITH REMOVABLE (;VP II 4B, 51' HOOD SI L1LL UVL'IRI IA,\(;CUUIJ\C: SUIU'�1(:L' UY 4" 1IlN UN �1LL Ul'LiN SIDIS. 1 6' LAIN L EQUIPMENT BY OTHERS SECTION VIEW - MODEL 4812 -SND -PSP 1=1 HOOD SHALT. OVERHANG COOKING SURFACE BY G' NUN ON ALL OPEN SIDES. 1 6' HIM L PERMIT UNITED MECHANICAL SERVICE 1815 TALL❑KAS AVE h '_-= �..��/ I r� _- -- nr�l nnlnn nl )Ps�n� =_ = A wT. 1 DOT. :+Sf AaUT. WALL LpENITNG CUT SUPPLY ADi UNPf DMNSIONAL DATA BLOWER A I H I C IT E F 10' 26 32 1 28 1J 2L75 .U] FILTER FILTER SIZE WEIGHT arr. 2 1 16• X 20• 175 LBS EXTERNAL SERVICE DISCONNECT BLOWER wTLET SIZE A L D `' WLVANIZED SURLY FAN J C FILTER I I u I+—K--�{ ` -.T�—__ L END VIEW SUPPLY FAN ELECTRICAL DROP AIR INTAKE 1HRU" FILTER D E NRB vim 20 GA ..... CONSTRUCTION H 3' CUNTINIXXUS FLASHING — OPTIONAL SET OF RAILS WSTEAD UN CURB, 10', (2) 231L , 6N x 1411 12.615' (2> 33-L . 6'W . 14-H 1 ' DUCT LAYOUT SND -PSP. MODEL MAKE-UP AIR HOOD & FANS ( U.L. LISTED / NSF APPROVED7117 _ ) I ll wa C INTAKE Nva CEMENT `CEILING 11�_r=11 1111 11 FILTERS DUCT LAYOUT SND -PSP MODEL MAKE-UP AIR HOOD & FANS ( U.L. LISTED / NSF APPROVED ) CEMENT CEILING I • 1 I I I I 'EXHAUST DUCT i .. 116 Ga GALVINIZED LIQUIDI I L EXHAUST DUCT TIGHT WELDED I - 1 I 16 Ga GALVANIZED LIQUID I i 1 TIGHT WELDED I I 1 1 I I I I I I I I I I I I I SUPPLY AIR DUCT I I I 1 1 I I 1 1 I I I I I 1 I OPTIONPL 24 % 24 II CEILING DIFFUSER 3,L WITH REMOVABLE (;VP II 4B, 51' HOOD SI L1LL UVL'IRI IA,\(;CUUIJ\C: SUIU'�1(:L' UY 4" 1IlN UN �1LL Ul'LiN SIDIS. 1 6' LAIN L EQUIPMENT BY OTHERS SECTION VIEW - MODEL 4812 -SND -PSP 1=1 HOOD SHALT. OVERHANG COOKING SURFACE BY G' NUN ON ALL OPEN SIDES. 1 6' HIM L PERMIT UNITED MECHANICAL SERVICE 1815 TALL❑KAS AVE h '_-= �..��/ I r� _- -- nr�l nnlnn nl )Ps�n� =_ = FLUM5ING FIXTURE SCHEDULE TYPE DESCRIPTION S TWO COMPARTMENT SINK GI NEW GREA5E INTERCEPTOR (ZURN) 25 GAL, 50LB GREASE CAPACITY NOTE6: I, 51ZE5 SHOWN ARE MINIMUM UNIFORM PLUMBING CODE REQUIREMENTS FOR TRAPS, TRAP ARM i ROUGH -IN PIPE SHALL BE 2" MINIMUM, CONNECTION, FIXTURE CONNECTION ALU 51NG GENERAL NOTE6 ABBR WASTE VENT CW FHw TWO COMPARTMENT 51NK 6 11/2" 1 1/2" 1/2" I/2" GREASE INTERCEPTOR GI 3" INLET 4 OUTL. _ _ - 3. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND PLUMBING MATERIALS POTABLE WATER PIPE: CPUC PIPE DRAIN, WASTE AND VENT PIPE: DWV PVC WITH 50LVENT WELD JOINTS TWO COMPARTMENT SINK AIR GAP ZURN 7-1110 GREASE INTERCEPTOR FLOW RATE 25 GPM 50 LB, GREASE CAPACITY INLET OUTLET FLOOR FUNNEL DRAIN GREASE INTERCEPTOR 4 FLUM5, DEQ'. SCALE: 3/4 GR�6� IN 3„ " FaP' SINK c�T� ' N AIR '41 �, pRAIN TYPICAL DRA I1'q WASTE 4 VF -NT RISSR IDIAGRAM 5CALE: NT5 6TIN kc� � ll� (�MP'SINk DO;ME5TIC WAT R SLII:::�'i=LY R I SF -R D I AGRA I 5CALE: NT5 Oil & Greas6 PrograM C y OF SANFORD UTTLTTv WANTS . PO BOX 1788 SMFORD, FL 32772 NOTE: THIS 51FUCTURE HA8 50 DESIGNED TO MEET OR EXCEED THE WIND LOAD REaUIREMENT6 OF THE 2014, FLOR'PA BUILDING CODE RESIDENTIAL EDITION RECTION R301 DESIGN CRITERIA AND INCLUDING ASG9 "110. I. WIND SPEED=139MPR ULTIMATE WIND SPEED (V1LT) AND 108 MPH (VA51)). 2, RISK CATE(ORY 2 CON6TRUC10 TYPE ■ COMMERCIAL (V) 3. WIND E)(PO:%RE - CATESORY C 4, INTERNAL T?E88URE COEFFICIENT FOR ENCLOSED 5UILDING$16 ,18 AND HEIGHT 1 EXPOSURE ADJUSTMENT (/')EFFICIENT 18. 1,40 ;-d ALU 51NG GENERAL NOTE6 Z 1. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL W LOCAL, STATE AND FEDERAL CODES AND REGULATIONS AND AUTHORITIES HAVING JURISDICTION lJJ � OVER THIS PROJECT. Q vii 2, COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION, ROUTE ALL Q�� PIPING TO AVOID DUCTWORK, PIPING AND BUILDING STRUCTURE, c G N Lf) 3. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND co ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO O MAINTAIN CLEARANCES. 4. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS, 5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CH,45E5 OR ABOVE NON-ACCE5515LE CEILINGS, RI=FER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE, ro. PROVIDE GALVANIZED SHEET METAL SADDLE BETWEEN PIPE HANGERS AND INSULATION, -i, PROVIDE GALVANIZED CLEVIS HANGERS WITH GALVANIZED RODS FOR ALL SANITARY, AND VENT PIPING ABOVE GROUND, a, PROVIDE GALVANIZED TRAPEZE HANGERS OR COPPER PLATED CLEVIS HANGERS WITH GALVANIZED THREADED RODS TO SUPPORT ALL COOPER WATER PIPES ABOVE GRADE, ?. ISOLATE COPPER PIPES FROM DIRECT CONTACT WITH CEMENT OR BLOCKS BY THE USE OF 30 LB. ROOFING FELT. 10, ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE, 11, SLEEVE AND FIRE STOP ALL PENETRATIONS THRU RATED WALLS, CEILINGS, ETC., INCLUDING ROOF, FLASH AND COUNTERFLASH ROOF PENETRATIONS, 12, ALL VENTS SHALL CLEAR FRESH AIR INTAKES OR OPENINGS BY A MINIMUM OF 10'-0" OF HORIZONTAL DISTANCE OR 3'-0" OF VERTICAL HEIGHT, 13, SOIL AND WASTE PIPING SHALL BE SLOPED AT NO LESS THAN 1/0" PER FOOT UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR IMPOSSIBLE DUE TO FIELD CONDITIONS, 14, CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS, r GR�6� IN 3„ " FaP' SINK c�T� ' N AIR '41 �, pRAIN TYPICAL DRA I1'q WASTE 4 VF -NT RISSR IDIAGRAM 5CALE: NT5 6TIN kc� � ll� (�MP'SINk DO;ME5TIC WAT R SLII:::�'i=LY R I SF -R D I AGRA I 5CALE: NT5 Oil & Greas6 PrograM C y OF SANFORD UTTLTTv WANTS . PO BOX 1788 SMFORD, FL 32772 NOTE: THIS 51FUCTURE HA8 50 DESIGNED TO MEET OR EXCEED THE WIND LOAD REaUIREMENT6 OF THE 2014, FLOR'PA BUILDING CODE RESIDENTIAL EDITION RECTION R301 DESIGN CRITERIA AND INCLUDING ASG9 "110. I. WIND SPEED=139MPR ULTIMATE WIND SPEED (V1LT) AND 108 MPH (VA51)). 2, RISK CATE(ORY 2 CON6TRUC10 TYPE ■ COMMERCIAL (V) 3. WIND E)(PO:%RE - CATESORY C 4, INTERNAL T?E88URE COEFFICIENT FOR ENCLOSED 5UILDING$16 ,18 AND HEIGHT 1 EXPOSURE ADJUSTMENT (/')EFFICIENT 18. 1,40 ;-d Z W � lJJ � N Q vii LL Q�� c G N Lf) O co Q O 7s, LICRe60 F f-41oiONAL S'IGI Ealt n B31 �,, 00R 43+. ALT00HTE 6PRINGR �L .12114 PE '19118 i C", 4� QR1? iL�l_h_1.Sa.iVl�1.0 ��N APFRMITISSUEDSF{E A WITHI `OtWU11 ETAS NO LICENSE TO PROGEED TME AUTHQRITY To I PRO IV S ONS OF THE TEOHN CAL ASIDE ANY OF CODES, NOR SHALL lS5UANGE OF A PEEREAFTER RMIT PREVEN REQUIRING AICORREC ION OF ERRORS lI PLANS, COPIRING A 0 OR VIUTAT1 NS OF THIS (ODE PERMIT # 33y� REVIEWED ;F011XC;�� .MPLIAKE . DATE OFFICE 1 0 10 DE81GN DATA NOTE THIS STRUCTURE HAS 6EN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF T14E irJl4=LURIDA BUILDING CODE: RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA EXISTING CONSTRUCTION TYPE: TYPE V AND w EXISTING OCCUPANCY TYPE: RESIDENTIAL GROUP R-2 INCLIVN(; ASCE w EXISTING FIRE SPRINKLER SYSTEM: YES < U) EXISTING FIRE ALARM SYSTEM: YES dd u wj+ APPLICABLE CODES: CON$"RUCTION TYPE - COMMERCIAL (Y) 04 Lo FLORIDA BUILDING CODE 2014 5th EDITION ®' �r1Mo,3lEE 8; �M�r, FL 37114 � ?;y FLORIDA PLUMBING CODE 2014 5th EDITION I � � FLORIDA MECHANICAL CODE 2014 5th EDITION FLORIDA FIRE PREVE=NTION CODE 2014 5th_�D ITION NFPA 101 2008 Lij NEC 2011 aoioJ I144L� OTHER: DESIGN LOADS: BASIC WIND SPEED: 139 1'IPH V -ULT, RISK HAZARD: CAT. 11 IMPORTANCE FACTOR: 1 EXPOSURE: C INTERNAL PRESSURE COEFFICIENT: +/-0,18 4� QR1? iL�l_h_1.Sa.iVl�1.0 ��N APFRMITISSUEDSF{E A WITHI `OtWU11 ETAS NO LICENSE TO PROGEED TME AUTHQRITY To I PRO IV S ONS OF THE TEOHN CAL ASIDE ANY OF CODES, NOR SHALL lS5UANGE OF A PEEREAFTER RMIT PREVEN REQUIRING AICORREC ION OF ERRORS lI PLANS, COPIRING A 0 OR VIUTAT1 NS OF THIS (ODE PERMIT # 33y� REVIEWED ;F011XC;�� .MPLIAKE . DATE OFFICE 1 0 10 SHEET lNc>Ex NOTE THIS STRUCTURE HAS 6EN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF T14E irJl4=LURIDA BUILDING CODE: RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA I COVER SHEET AND w 2 FIRST FLOOR AS BUILT, DEMOLITION 4 FLOOR PLAN INCLIVN(; ASCE w 3 SECOND FLOOR AS BUILT, DEMOLITION d FLOOR PLAN < U) 4 THIRD FLOOR AS BUILT, DEMOLITION 4 FLOOR PLAN dd u wj+ 5 WALL DEuILS CON$"RUCTION TYPE - COMMERCIAL (Y) 04 Lo 6 PLUMBING NOTES, SCHEDULES, RISER DIAGRAMS FOP, UTASTE iiJATER 4 DOMESTIC WATER ®' �r1Mo,3lEE 8; �M�r, FL 37114 � ?;y I FIRST FLOOR ELECTRICAL PLAN 4 NOTE -S I � � S SECOND FLOOR ELECTRICAL PLAN 4 NOTES . 9 THIRD FLOOR ELECTRICAL PLAN 4 NOTE�6 Lij F. aoioJ I144L� 4� QR1? iL�l_h_1.Sa.iVl�1.0 ��N APFRMITISSUEDSF{E A WITHI `OtWU11 ETAS NO LICENSE TO PROGEED TME AUTHQRITY To I PRO IV S ONS OF THE TEOHN CAL ASIDE ANY OF CODES, NOR SHALL lS5UANGE OF A PEEREAFTER RMIT PREVEN REQUIRING AICORREC ION OF ERRORS lI PLANS, COPIRING A 0 OR VIUTAT1 NS OF THIS (ODE PERMIT # 33y� REVIEWED ;F011XC;�� .MPLIAKE . DATE OFFICE 1 0 10 NOTE THIS STRUCTURE HAS 6EN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF T14E irJl4=LURIDA BUILDING CODE: RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND w INCLIVN(; ASCE w < U) I_' LL dd u wj+ h CON$"RUCTION TYPE - COMMERCIAL (Y) 04 Lo 0 LL ®' �r1Mo,3lEE 8; �M�r, FL 37114 � ?;y I � � mo + Lij ry aoioJ I144L� �1 uJ 0- NOTE THIS STRUCTURE HAS 6EN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF T14E irJl4=LURIDA BUILDING CODE: RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLIVN(; ASCE I. W!V 3PEED =139MPH ULTIMATE W110 SPEED MELT) AND 108 MPH (VA$D), Z, FtIS�C CATEGORY 1 c r LIGrAf,El) PR r-c,3lJP,;4L CON$"RUCTION TYPE - COMMERCIAL (Y) 3, JINp EXPOSURE = CATEGORY C 4, f !'lEF ZEAL PRESSURE COEFFICIENT FOR ENCLOSED 1$ �r1Mo,3lEE 8; �M�r, FL 37114 � ?;y BUILDINGS .18 AND HEIGHT t EXP05URc ADAr:Tf L,'iT COEFFIC1 NT 151,40 re �9ue mo + ry REMOVE WINDOW TO ALLOW FOR NEW EXHAUST 4 SUPPLY REMOVE EX15TING SINKS, DISHWASHER 4 CABINETS REMOVE RANGE ©© ©© L� d EXISTING 0 EX16TINC I PANTRY KITCHEN EXISTING REN:WE COOKTOP REMOVE RANGE REMOVE RANGE I KITCHEN II II EXISTING HALL A5-5UIL.T FIRST FLOOR KITCHEN PLAN SCALE: 1/4"=1'-0" DEMOLITION NOTES: Z I. REMOVE EXISTING COOKTOP 4 RANGE AS INDICATED 2, REMOVE EXISTING SINKS 3, REMOVE EXISTING RECEPT, FROM WET AREAS AND PROVIDE WP GFI'S 4, REMOVE EXISTING CABINETS 5, REMOVE EXISTING DISHWASHER LICENBED i'R(?FE381CNAL QiGINITI2 t � W REMOVE WINDOW TO ALLOW FOR NEW EXHAUST 4 SUPPLY REMOVE EX15TING SINKS, DISHWASHER 4 CABINETS REMOVE RANGE ©© ©© L� d EXISTING 0 EX16TINC I PANTRY KITCHEN EXISTING REN:WE COOKTOP REMOVE RANGE REMOVE RANGE I KITCHEN II II EXISTING HALL A5-5UIL.T FIRST FLOOR KITCHEN PLAN SCALE: 1/4"=1'-0" NEW EXHAUST t SUPPLY FRAME AROUND OPENING FOR NEW CHASE NEW HOOD (iYP,) GREASE TRAP 1 j ©© 2 D Q I 6/5 COUNTER © © ©© NEW RANGICAL _L NEW RTRICAL I—® GE L -----J -----J EXISTING NEW SINK 5/5 COUNTER PANTRY ---<2> KITCHEN 6/6 COUNTER 2 — N II II � II II � S/S COUNTER 5/5 COUNTER 6/6 COUNTER 2 EXISTING HALL. SEE PARTITION SCHEDULE SHEET 5 FIST FLOOR KITCHEN PLAN SCALE: 1/4":I'-0" NOT: THIS STRUCTURE HAS SEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING A8CE 1-10, I, WIND SPEED • 13lilPH ULTIMATE WIND SPEED (VULT) AND 108 MPH NASD), 2. RISK CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL (V) 3. WINO EXPOSURE - CATEGORY C 4, INTNNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 16 ,18 AND HEIGHT 4 EXPOSURE ADMT11ENT COEFFICIENT 18 1.40 U NOTES: Z I, PROVIDE NEW EXHAUST HOODS LICENBED i'R(?FE381CNAL QiGINITI2 t � W (SEE MANUS. INSTALLATION INSTRUCTIONS 4 SPECS,) W w PROVIDE RETURN 4 SUPPLY FOR HOOD, Q � 2, PROVIDE NEW SINKS Q oo 3, PROVIDE NEW ELECTRICAL RANGE AS INDICATED C G N Lo4t 4. PROVIDE 5TAINLE6 STEEL TABLES � 5, PROVIDE NEW GREASE TRAP o 6, EXISTING ATC 4 LIGHTS TO REMAIN NEW EXHAUST t SUPPLY FRAME AROUND OPENING FOR NEW CHASE NEW HOOD (iYP,) GREASE TRAP 1 j ©© 2 D Q I 6/5 COUNTER © © ©© NEW RANGICAL _L NEW RTRICAL I—® GE L -----J -----J EXISTING NEW SINK 5/5 COUNTER PANTRY ---<2> KITCHEN 6/6 COUNTER 2 — N II II � II II � S/S COUNTER 5/5 COUNTER 6/6 COUNTER 2 EXISTING HALL. SEE PARTITION SCHEDULE SHEET 5 FIST FLOOR KITCHEN PLAN SCALE: 1/4":I'-0" NOT: THIS STRUCTURE HAS SEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING A8CE 1-10, I, WIND SPEED • 13lilPH ULTIMATE WIND SPEED (VULT) AND 108 MPH NASD), 2. RISK CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL (V) 3. WINO EXPOSURE - CATEGORY C 4, INTNNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 16 ,18 AND HEIGHT 4 EXPOSURE ADMT11ENT COEFFICIENT 18 1.40 U Z LICENBED i'R(?FE381CNAL QiGINITI2 t � W M P W w � Q � lJi Q oo � C G N Lo4t � ZO Q o Q PA' YINDQ2'! 4INAL LICENBED i'R(?FE381CNAL QiGINITI2 t �. Y:... 8,R. ALtAMONTE FL 32114 v w ray �n2;J�T . PE 4118 m "' REMOVE EXISTING SINKS, DISHWASHER 4 CABINETS REMOVE WINDOW TO ALLOW FOR NEW EXHAUST 4 SUPPLY DEMOLITION NOTES: I, REMOVE EXISTING COOKTOP 4 RANGE AS INDICATED 2, REMOVE EXISTING SINKS 3, REMOVE EXISTING RECEPT. FROM WET AREAS AND PROVIDE WP GFI'S 4, REMOVE EXISTING CABINETS 5, REMOVE EXISTING DISHWASHER REMOVE EXISTING SINKS, DISHWASHER 4 CABINETS REMOVE WINDOW TO ALLOW FOR NEW EXHAUST 4 SUPPLY NEW EXHAUST 4 SUPPLY FRAME AROUND EXISTING CMU OPENING FOR NEW CHASE REMOVE REMOVE 2 I I 1 1 1 1 I cp ©© COOKTOP Noe COOKTOPEXISTING ©© o CA EXISTING � I I ©© ©Oa O PANTRY PANTRy NEW LECTRICA< NEWRANGEI(AL REM -t OVE RANGE- J L ^ J= J NEW HOOD (TYP,) NEW SINK X15TINC 0 KITCHEN 0° KITCHEN 7 EXISTING ATC CEILING EXISTING ATC CEILING REMOVE RANGE GREASE TRAP ©© REMOVE COOKTOPS 2 z_ S/S COUNTER 2 2 2 EXISTING HALL EXISTING HALL EXISTING 81NK6, DISHWASHER 4 CABINETS A5-5UILT 5ECON1'J FLOOR KITCHEN PLAN SCALE: 1/4"-1'-0" SECOND FLOOR KITCHEN FLAN SCALE: 1/4"■1'-0" SEE PARTITION SCHEDULE SHEET 5 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING, CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1.10, 1, WIND SPEED ■ 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2, RISK CATEGORY 2 CONSTRUCTION TYPE . COMMERCIAL (V) 3, WIND EkPOSURE , CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 18 ,18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 181,40 Of= 91 U Z � w� c� Qco LL ry Uro a NO co 0 Ldp W U.�.1'YINDO�' CFIEN LICENSEE' FRAY.—..&S'Ok�i E^IGINEH2 AL?.AMONTI_ SNN(:;$ fL 32114 !Kil%'+:"'•559 i PLC 191!5 NOTES: I, PROVIDE NEW EXHAUST HOODS (SEE MANUR INSTALLATION INSTRUCTIONS 4 SPECS,) PROVIDE RETURN 4 SUPPLY FOR HOOD, 2, PROVIDE NEW SINKS 3, PROVIDE NEW ELECTRICAL RANGE AS INDICATED 4, PROVIDE STAINLES STEEL TABLES 5, PROVIDE NEW GREASE TRAP 6. EXISTING ATC 4 LIGHTS TO REMAIN NEW EXHAUST 4 SUPPLY FRAME AROUND EXISTING CMU OPENING FOR NEW CHASE REMOVE REMOVE 2 I I 1 1 1 1 I cp ©© COOKTOP Noe COOKTOPEXISTING ©© o CA EXISTING � I I ©© ©Oa O PANTRY PANTRy NEW LECTRICA< NEWRANGEI(AL REM -t OVE RANGE- J L ^ J= J NEW HOOD (TYP,) NEW SINK X15TINC 0 KITCHEN 0° KITCHEN 7 EXISTING ATC CEILING EXISTING ATC CEILING REMOVE RANGE GREASE TRAP ©© REMOVE COOKTOPS 2 z_ S/S COUNTER 2 2 2 EXISTING HALL EXISTING HALL EXISTING 81NK6, DISHWASHER 4 CABINETS A5-5UILT 5ECON1'J FLOOR KITCHEN PLAN SCALE: 1/4"-1'-0" SECOND FLOOR KITCHEN FLAN SCALE: 1/4"■1'-0" SEE PARTITION SCHEDULE SHEET 5 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING, CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1.10, 1, WIND SPEED ■ 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VASD). 2, RISK CATEGORY 2 CONSTRUCTION TYPE . COMMERCIAL (V) 3, WIND EkPOSURE , CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 18 ,18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 181,40 Of= 91 U Z � w� c� Qco LL ry Uro a NO co 0 Ldp W U.�.1'YINDO�' CFIEN LICENSEE' FRAY.—..&S'Ok�i E^IGINEH2 AL?.AMONTI_ SNN(:;$ fL 32114 !Kil%'+:"'•559 i PLC 191!5 REMOVE WINDOW TO ALLOW FOR NEW pcHAUST 4 SUPPLY REMOVE EXISTING SINKS, DISHWASHER 4 l=:j 10.W, 1 lU n l—J Li ED REMOVE RANGE DEMOLITION NOTES: p 220 OUTLET TO REMAIN 1, REMOVE EXISTING COOKTOP 4 RANGE AS INDICATED 2, REMOVE EXISTING SINKS 3. REMOVE EXISTING RECEPT, FROM WET AREAS AND PROVIDE WP GFI'S 4, REMOVE EXISTING CABINETS 5, REMOVE EXISTING DISHWASHER REMOVE WINDOW TO ALLOW FOR NEW pcHAUST 4 SUPPLY REMOVE EXISTING SINKS, DISHWASHER 4 l=:j 10.W, 1 lU n l—J Li ED REMOVE RANGE REMOVE RANGE p 220 OUTLET TO REMAIN I, PROVIDE NEW aWAUST HOODS EXISTING KITCHEN © REMOVE RANGE 2, PROVIDE NEW SINKS go 220 OUTLE,( TO REMAIN EXISTING ATC CEILING I Ii REMOVE RANGE I II REMOVE RANGE p ©© 6, EXISTING ATC 4 LIGHTS TO REMAIN EXISTING HALL AS -BUILT THIRD FLOOR KITCHEN PLAN SCALE: 1/4"-1'-0" NEW EXHAUST 4 SUPPLY FRAME AROUND EXISTING CMU OPENING FOR NEW CHASE 6/6 COUNTER 0 a 6/6 COUNTER I I 1 NEW SINK © (D I GREASE TRAP ©© ig I I NEW ELECTICAL L jANGFl J 6/6 COUNTER II II NEW HOOD (TYPJ ©p I I NEW ELECTRICAL KITCHEN L RANGE_ EXISTING ATC CEILING 6/6 COUNTER EXISTING HALL THIRD FLOOR KITCHEN PLAN SCALE: 1/4"4-0" SEE PARTITION ����� SCHEDULE SHEET 5 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING A8CE 1.10, 1. WIND SPEW ■ 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA6D). 2, RISK CATEGORY 2 CON6TRUCTION TYPE • COMMERCIAL (Y) 3, WIND EXPOSURE • CATEGORY C 4, INTERNAL PRE66URE COEFFICIENT FOR ENCLOSED BUILDINGS 16 ,18 AND HEIGHT 4 EXP08URE ADJUSTMENT COEFFICIENT 161,40 E12 OF D U Z � M W � uJ � N M Q fn LL Qoll 101 r Y N Lo LL qqZ U) coQ O T11 U) w e� D.81.'YIIN� CHEHAL LICEi!6ED F'ROr�MIORAL E4G1N 53! f 6.k 434 ALTAPiiE 6MN($9.FL' 114 ` NOTES: I, PROVIDE NEW aWAUST HOODS (SEE MANUS, INSTALLATION INSTRUCTIONS 4 $PECS,) PROVIDE RETURN 4 SUPPLY FOR HOOD, 2, PROVIDE NEW SINKS 3, PROVIDE NEW ELECTRICAL RANGE AS INDICATED 4, PROVIDE STAINLES STEEL TABLES 5, PROVIDE NEW GREASE TRAP 6, EXISTING ATC 4 LIGHTS TO REMAIN NEW EXHAUST 4 SUPPLY FRAME AROUND EXISTING CMU OPENING FOR NEW CHASE 6/6 COUNTER 0 a 6/6 COUNTER I I 1 NEW SINK © (D I GREASE TRAP ©© ig I I NEW ELECTICAL L jANGFl J 6/6 COUNTER II II NEW HOOD (TYPJ ©p I I NEW ELECTRICAL KITCHEN L RANGE_ EXISTING ATC CEILING 6/6 COUNTER EXISTING HALL THIRD FLOOR KITCHEN PLAN SCALE: 1/4"4-0" SEE PARTITION ����� SCHEDULE SHEET 5 NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING A8CE 1.10, 1. WIND SPEW ■ 139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (VA6D). 2, RISK CATEGORY 2 CON6TRUCTION TYPE • COMMERCIAL (Y) 3, WIND EXPOSURE • CATEGORY C 4, INTERNAL PRE66URE COEFFICIENT FOR ENCLOSED BUILDINGS 16 ,18 AND HEIGHT 4 EXP08URE ADJUSTMENT COEFFICIENT 161,40 E12 OF D U Z � M W � uJ � N M Q fn LL Qoll 101 r Y N Lo LL qqZ U) coQ O T11 U) w e� D.81.'YIIN� CHEHAL LICEi!6ED F'ROr�MIORAL E4G1N 53! f 6.k 434 ALTAPiiE 6MN($9.FL' 114 ` REFER TO MANUF. SPECS FOR E.F,I,S, APPLICATION 4 FLASHING INSTALLATION DETAILS HEIGHT AT 6'-8" A.F.F. 15/8" x 5-1/8" 18G. METAL TRACK APPLY FAST TRACK RAMSET 3/4" CONC. PINS ® 16" 0/C DOUBLE ROW STAGGERED METAL STUD TO TRACK APPLY (U + 10 X 3/4" SELF - TAPPING S,M,S, EACH SIDE TYP, FINISH W/ E.F.I,S, ON 3/4" PLASTER ON PAPER BACK WIRELATH ON BUILDING WRAP ON 5/8" DENSGLASS SHEETING ON METAL STUD FRAMING SHEETHING ATTACHMENT APPLY #10 x 1-1/2" SMS 6" O/C® EDGE 412" 0/C ON FIELD I-5/8" x 5-1/8 "X ISG. METAL STUDS iv I6" 0/C HEIGHT AT 3'-4" A F F END STUD APPLY FAST TRACK RAMSET 3/4" CONC. PINS s 16" 0/C DOUBLE ROW STAGGERED APPLY CAULKING EXISTING REFLECTED CLG. EXISTING LINTEL ONE LAYER OF 1/2" GWB RI9 INSUL EXISTING CMU WALL EXISTING DRYWALL PROVIDE 5ACK6PLASH 103' HIGH x 108" LONG. BEHIND RANGE AT HOOD LOCATIONS EXISTING INSULATION EXISTING MASONRY WALL >Wl NEW FFRAMEAROUND WINDOW SCALE: 1-5/8" x 5-1/8" 18G, METAL TRACK APPLY FAST TRACK RAMSET 3/4" CONC, PINS m 16" 0/C DOUBLE ROW STAGGERED METAL STUD TO TRACK APPLY (1) 1 10 X 3/4" SELF- EXISTING CMU WALL TAPPING S.M.S, EACH SIDE TYP, CONNECT EXISTING WINDOW TO NEW METAL FRAME W/ (4) 3/16"x5" CHASE OPENING SOFT TAPPING SCREWS SIZE PER MANUFACT. EVENLY SPACED EXISTING WINDOW 1-5/8" x 5-1/8 "X ISG. METAL STUDS 0 16" 0/C TYPICAL CORNER CONNECTION PROVIDE TRIPLE 2X211 'Ll X5 LONG W114 10 X 3/4", I-5/8 x 5-1/8 X ISG, SELF -TAPPING S,M.S. EACH SIDE TYP, METAL STUDS AT WINDOW SIDE EXISTING CMU WALL ELEVATION OF EXISTING MASONRY IA WALL W1 NEW FRAME AROUND WINDOW < > SCALE: 1-1/2"=1'-0" EXISTING CMU WALL EXISTING DRYWALL PROVIDE 5ACK5PLA6H 103' HIGH x 108" LONG, BEHIND RANGE AT HOOD LOCATIONS EXISTING INSULATION BASE BOARD 2EXISTING: MASONRY WALL SCALE: NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION 8301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I. WIND SPEED -139MPH ULTIMATE WIND SPEED (YULT) AND 106 MPH (YA6D). 2. RISK CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL (V) 3. WIND EXPOSURE ■ CATEGORY C 4, INTERNAL PRE66URE COEFFICIENT FOR ML06M BUILDINGS 16.16 AND HEIGHT t EXPOSURE ADMTMENT COEFFICIENT 161.40 roll 9 U Z W cy) W � M Q fn LL Q '01 -0j 0 C G N Lo O �'tZ M Q o W Q 0.6, ,Y NM' CHEHAL !KEN$ 0 [ fi0t 591CNAd R,'S NEER ALT. mo`Nrri"'AmI FL 32114 (4�JU::2I�f PE lalib FLUMSING FIXTURE SCHEDULE TYPE DESCRIPTION S TWO COMPARTMENT SINK GI NEW GREASE INTERCEPTOR (TURN) 25 GAL, 501.5 GREASE CAPACITY NOTES: I. SITES SHOWN ARE MINIMUM UNIFORM PLUMBING CODE REQUIREMENTS FOR TRAPS, TRAP ARM t ROUGH -IN PIPE SHALL BE 2" MINIMUM, CONNECTION, FIXTURE CONNECTION PLUME3INCa GENERAL NOTES AB5R WASTE VENT CW HW TWO COMPARTMENT SINK S 11/2" 11/2" 1/2" 1/2" GREASE INTERCEPTOR GI 3" INLET I OUTL. - C G - 3, PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND FDLUM 1NG MATERIALS POTABLE WATER PIPE: CPVC PIPE DRAIN, WASTE AND VENT PIPE: DWV PVC WITH SOLVENT WELD JOINTS CONS 24NOVIo �16TI T To vh� , LIN �rYFICAL DfRAIN WAST .,Ni- iRismR Di,4Gf;R.4m SCALE: NTS 11 s I�cING %0 6jN1( �io i" DOMESTIC WATE-fR NTS TURN X-1110 GREASE INTERCEPTOR FLOW RATE 20 GPM 50 LB, GREASE CAPACITY 3" INLET? 3" OUTLET FLOOR I III I I __II FLOOR 29-1/8" x 191!t3° C REA5E INTERCEPTOR # TROUGH DET. SCALE: NT5 NOTE: THIS STRUCTURE NAS LEEN DESIGNED TO MGz-T OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA DUILDING CODE RESIDENTIAL EDITION SECT!ON R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED =13VPH ULTIMATE WIND SPEED (VOLT) AND 105 MPH (VASD). 2. RISK CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL M WIND EXPOSURE • CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 ,15 AND HEIGHT 1 EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 U PLUME3INCa GENERAL NOTES Z 1. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH ALL >- 2 �— w LOCAL, STATE AND FEDERAL CODES AND REGULATIONS AND AUTHORITIES HAVING JUfRISDICTION W W OVER THIS PROJECT. GO 2, COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION, ROUTE ALL U Q sp o0 PIPING TO AVOID DUCTWORK, PIPING AND BUILDING STRUCTURE, C G N � 3, PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING AND co ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO Ouj� MAINTAIN CLEARANCES, 4, SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 5, PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS, Q REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPE, 6, PROVIDE GALVANIZED SHEET METAL SADDLE BETWEEN PIPE HANGERS AND INSULATION, 1. PROVIDE GALVANIZED CLEV15 HANGERS WITH GALVANIZED RODS FOR ALL SANITARY, AND VENT PIPING ABOVE GROUND, a, PROVIDE GALVANIZED TRAPEZE HANGERS OR COPPER PLATED CLEVIS HANGERS WITH GALVANIZED THREADED RODS TO SUPPORT ALL COOPER WATER PIPES ABOVE GRADE, S' ISOLATE COPPER PIPES FROM DIRECT CONTACT WITH CEMENT OR BLOCKS BY THE USE OF 30 LB, ROOFING FELT, 10. ALL DIMENSIONS AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE, 11. SLEEVE AND FIRE STOP ALL PENETRATIONS THRU RATED WALLS, CEILINGS, ETC., INCLUDING ROOF, FLASH AND COUNTERFLASH ROOF PENETRATIONS. 12, ALL VENTS SHALL CLEAR FRESH AIR INTAKES OR OPENINGS BY A MINIMUM OF 10'-O" OF HORIZONTAL DISTANCE OR 3'-0" OF VERTICAL HEIGHT, 13. SOIL AND WASTE PIPING SHALL BE SLOPED AT NO LESS THAN 1/S" PER FOOT UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR IMPOSSIBLE DUE TO FIELD CONDITIONS, 14, CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS, CONS 24NOVIo �16TI T To vh� , LIN �rYFICAL DfRAIN WAST .,Ni- iRismR Di,4Gf;R.4m SCALE: NTS 11 s I�cING %0 6jN1( �io i" DOMESTIC WATE-fR NTS TURN X-1110 GREASE INTERCEPTOR FLOW RATE 20 GPM 50 LB, GREASE CAPACITY 3" INLET? 3" OUTLET FLOOR I III I I __II FLOOR 29-1/8" x 191!t3° C REA5E INTERCEPTOR # TROUGH DET. SCALE: NT5 NOTE: THIS STRUCTURE NAS LEEN DESIGNED TO MGz-T OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA DUILDING CODE RESIDENTIAL EDITION SECT!ON R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, 1, WIND SPEED =13VPH ULTIMATE WIND SPEED (VOLT) AND 105 MPH (VASD). 2. RISK CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL M WIND EXPOSURE • CATEGORY C 4, INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS 15 ,15 AND HEIGHT 1 EXPOSURE ADJUSTMENT COEFFICIENT 16 1.40 U Z >- 2 �— w M W W N GO LL U Q sp o0 0_ C G N � � co Q Ouj� Q Eh:.�AL �c61NEERi : 8.'37114 OPF!Nh: t cv EXISTING ELECTRICAL CIRCUIT SCHEDULE (PANEL A) BUS AMPS 200 120/208 VOLTAGE 3 PHASE 4 WIRE NO MAIN BREAKER CIR LOAD DESCRIPTION p D E CKT BRKR wp p D E LOAD DESCRIPTION CIR A A la ROOM # 125 & 126 L 20 20 R ROOM # 124 2a lb ROOM # 127 L 20 20 R ROOM # 123 2b 3a ROOM # 128 L 20 20 R ROOM #128 & 130 4a 3b ROOM # 122 L 20 20 R ROOM # 122 4b 5a LIGHTS #123 & 124 L 20 20 R ROOM #125 & 126 6a 5b 20 R ROOM # 121 6b 7a KITCHEN LIGHTS L 20 20 R ROOM # 121 8a 7b L 20 20 R ROOM # 119 8b 9a ROOM # 122 L 20 20 L ROOM # 124 & 123 10a 9b 20 L ROOM # 119 10b 11a ROOM # 124 L 20 20 L ROOM #123 & 122 12a 11b 20 L MENS RM LTS. 12b 13a LTS. #118, 119, 120, 121 L 20 40 R ROOM #129 14a 13b 14b 15a LTS. # 129 & 130 L 20 40 R ROOM #126 & 125 16a 15b 16b 17a ROOM # 120 L 20 20 R ROOM #120 18a 17b 20 R 18b 19a DISPOSAL R 20 20 R ROOM #118 20a 19b R 20 20b 21a HALL & KITCHEN RECEPT. R 20 20 R ROOM #127 & 128 22a 21b R 20 22b 23a LIVING RM. OUTLETS & GENERAL RECEPT. R 20 20 R KITCHEN COUNTER RECEPT. 24a 23b R 20 24b 25a ROOM #123 & 122 MENS RM. RECEPT. R 20 20 R ROOM #128 26a 25b R 20 26b 27a LIVING RM. RECEPT. & GENERAL RECEPT. R 20 20 R ROOM #130 & 131 28a 27b R 20 28b 29a ROOM #126 & 125 GENERAL RECEPT. R 20 20 R DISPOSAL 30a 29b R 20 30b 31a INSTA. HOT R 20 40 R 220 V ROOM #128 32a 31b R 20 32b 33a NEW HOOD R 20 40 R 34a 33b REF. R 20 34b 35a RANGE R 40 20 R KITCHEN RECEPT. 36a 35b 36b 37a R 40 20 R GENERAL RECEPT. 38a 37b 38b 39a RANGE R 40 20 R ROOM #129 40a 39b 40b 41a R 40 20 R ROOM #129 42a 41b 42b NO SIGNIFICANT CHANGES ARE BEEN MADE TO EXISTING PANEL LOAD. REMOVING EXISTING RANGE OUTLETS & COOKTOP OUTLETS, RELOCATING TO NEW LOCATIONS. SEE AS BUILTS FOR REMOVAL OF EXISTING COOKTOPS. EXISTING PANTRY © I F 5/5 COUNTER mc R NGE A-35,51 A-39,41 © _ A -33a EXISTING RELOCATED CIRCUITS 5/5 COUNTER (PANEL 13) _ EXISTING 100 5/5 COUNTER AMP. PANEL KITCHEN NEW 4 EXI5TIN& OUTLET TO EXISTING CIRCUIT I I (PANEL A) EXISTING 200 5/5 COUNTER NTER 5/6 COUNAAMP, PANED 4E S4Ex4A 36 ,A,� SEE EXISTING 4 DEMO.PLAN FOR REMOVAL OF EXISTING RANGE 4 COOKTOP, EXISTING MALL FIRST FLOOR ELECTRICAL PLAN ELECTRICAL LEGEND SYMBOL DESCRIPTION EXISTING ELECTRICAL PANEL I, ALL WORK SHALL COMPLY WITH THE LATEST rIDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) DUPLEX RECEPTACLE OUTLET wp 120V GROUND FAULT WATER PROOF INTERRUPTER RECEPTACLE (20A) ® DUPLEX RECEPTACLE OUTLET/208V OUTLET 2, ALL CABLE SHALL BE COPPER UNLE55 OTHERW15E NOTED AND APPROVED. NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 1014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I. WIND SPEED-139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (NASD). 2, RISK CATEGORY 2 CONSTRUCTION TYPE • COMMERCIAL (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNAL. PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 OF 9 U Z co � w� W � N M U) LL C N G LoO �mt Z co Q o�U) W Q o D.It,`' 'k5ER" GHENAL` LICETiSEC PROR-a5NONAL E?.GINEER 53' 6,,'6,R, 4'4 ALT,�WbN1E G X1163 32TI4 f k7�',2F�51 PE'�aBB r, =— c-c? =—c r N am o0 LuN c� I ELECTRICAL NOTES I, ALL WORK SHALL COMPLY WITH THE LATEST rIDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) 4 THE "FLORIDA BUILDING CODE" (FBG). 2, ALL CABLE SHALL BE COPPER UNLE55 OTHERW15E NOTED AND APPROVED. 3, INDOOR5 CONDUIT SHALL BE ROMEX CABLE OR EQUAL, 4, OUTDOORS UNDERGROUND CONDUIT5 SHALL BE 5CHEDULE-40 PVC UNDER PAVED AREA5. 5. CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP, FOR A COMPLETE ELEC, IN5T, IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS. 6, ELEC, CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. FIXTURES, 1, ELCT, CONTRACTOR TO PROVIDE EMPTY CONDUITS A5 REQD, FOR TELEPHONE LINES 4 T.V. ANTENA. 8, ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. 1 ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED. 10. ADEQUATE SERVICE MUST BE PROVIDED FOR NEW ADDITION, 11, ELECTRICAL CONTRACTOR TO NOTIFY CITY IF PANEL NEEDS UPGRADE, 12, OCCUPANCY SENSORS TO BE INSTALLED A$ REQUIRED PER ENERGY CON5ERVATION SECTION C405.2,21, NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 1014 FLORIDA BUILDING CODE RESIDENTIAL EDITION SECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I. WIND SPEED-139MPH ULTIMATE WIND SPEED (VULT) AND 108 MPH (NASD). 2, RISK CATEGORY 2 CONSTRUCTION TYPE • COMMERCIAL (V) 3. WIND EXPOSURE - CATEGORY C 4, INTERNAL. PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS .18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT 15 1.40 OF 9 U Z co � w� W � N M U) LL C N G LoO �mt Z co Q o�U) W Q o D.It,`' 'k5ER" GHENAL` LICETiSEC PROR-a5NONAL E?.GINEER 53' 6,,'6,R, 4'4 ALT,�WbN1E G X1163 32TI4 f k7�',2F�51 PE'�aBB r, =— c-c? =—c r N am o0 LuN c� I EXISTING ELECTRICAL CIRCUIT SCHEDULE (PANEL D) BUS AMPS 200 120/208 VOLTAGE 3 PHASE. 4 WIRE NO MAIN BREAKER CIR LOAD DESCRIPTION C p E CKT. BRKR. C p E LOAD DESCRIPTION CIR A A 1a MEN'S RST. RM. L 15120 U R ROOM #238 & 237 2a 1b MICROWAVE R 15120 R R COOKTOP (REMOVE) 2b 3a HALF BATH L 15 20 R ROOM #238 4a 4b 3b MICROWAVE R 15 20 5a ROOM # 237 & 238 L 2020 R R ROOM #234 & 235 6a 5b L 20 30 R COOKTOP (REMOVE) (NEW HOOD) 6b 7a COOKTOP (REMOVE) R 3020 R R GENERAL RECEPT. 8a 7b KITCHEN VENDING MACHINE R 2020 13a R 8b 9a MENS BATH RECEPT. R 2020 13b R HALL BATH & LAUNDRY 10a 9b COOKTOP (REMOVE) R 30 30 R COOKTOP (REMOVE) NEW HOOD 10b 11a COOKTOP (REMOVE) R 3020 L ROOM #229 & 230 12a 11 b ROOM # 235 & 236 L 2020 R WASHER 12b 13a ROOM # 236 R 20 20 R ROOM #229 14a 13b COOKTOP (REMOVE) R 30 20 R WASHER 14b 15a ROOM # 235 R 20 20 L ROOM #235 16a 15b R 20 16b 17a ROOM # 228 L 2020 SPACE R WOMANS RESTROOM 18a 17b ROOM # 235 L 20 18b 19a ROOM # 234 L 20 20 L HALL LIGHTS 20a 19b ROOM # 233 R 20 20b 21a ROOM # 234 & 235 R 20 20 L HALL LIGHTS 22a 21 b HALL RECEPT. R 20 22b 23a ROOM # 228 R 2020 27b R GENERAL RECEP. 24a 23b ROOM # 229 R 20 24b 25a ROOM # 234 R 20 20 R ROOM #232 & 233 26a 25b ROOM # 230 & 231 R 20 26b 27a DRYER R 30 20 R KITCHEN RECEPT. 28a 27b 28b 29a R 30 20 L ROOM # 228 & 229 30a 29b 30b 31a DRYER R 3020 R GENERAL RECEPT. 32a 31b 20 R WASHER RECEPT. 32b 33a R 3020 SPACE R ROOM # 229 HEAT 34a 33b 20 R ROOM # 228 HEAT 34b 35a DRYER R 3020 L ROOM # 228 36a 35b 20 L ROOM #230, 231, 232, 233 & 234 36b 37a R 3020 R ROOM #230 38a 37b 20 L ROOM #232 & 233 38b 39a DRYER R 3020 40a R ROOM #232 40a 39b 20 R ROOM #234 40b 41a R 3020 R ROOM #238 42a 41 b 20 R ROOM #235 42b NO SIGNIFICANT CHANGES ARE BEEN MADE TO EXISTING PANEL LOAD. REMOVING EXISTING RANGE OUTLETS & COOKTOP OUTLETS, RELOCATING TO NEW LOCATIONS. SEE AS BUILTS FOR REMOVAL OF EXISTING COOKTOPS. 5EC®ND FLOOR ELECTRICAL ELAN SCALE: 1/4°=I'-0° (PANEL D) EXISTING 200 AMP, PANEL EXISTING ELECTRICAL CIRCUIT SCHEDULE (PANEL B) BUS AMPS 200 120/208 VOLTAGE 3 PHASE 4 WIRE NO MAIN BREAKER CIR LOAD DESCRIPTION C p E CKT. BR R. C p E LOAD DESCRIPTION CIR A A la REFRIGERATOR (EXISTING) R 2040 U R R RANGE (EXISTING) 2a 1b 2b 3a REFRIGERATOR (EXISTING) R 2040 T— 4a 3b 4b 5a REFRIGERATOR (EXISTING) R 20 20 R COOKTOP (REMOVE) 6a 5b 6b 7a COOKTOP (REMOVE) NEW RANGE (PROVIDE (2) 40 AMP BRKR) R 2020 R 8a 7b 8b 9a R 2020 R DISHWASHER (REMOVE) 10a 9b 10b 11a COOKTOP (REMOVE) R 2020 R RECEPT. 12a 11b 12b 13a R 2020 R RECEPT. 14a 13b 14b 15a RECEPT. R 20 20 R RECEPT. 16a 16b 15b 17a SPACE SPACE 18a 17b 18b 19a SPACE SPACE 20a 19b _ 20b 21a SPACE SPACE 22a 21b 22b 23a SPACE SPACE 24a 23b 24b 25a SPACE SPACE 26a 25b 26b 27a SPACE SPACE 28a 27b 28b 29a SPACE SPACE 30a 29b 30b 31a SPACE SPACE 32a 31b 32b 33a SPACE SPACE 34a 33b 34b 35a SPACE SPACE 36a 35b 36b 37a SPACE SPACE 38a 37b 38b 39a SPACE SPACE 40a 39b 40b 41a SPACE SPACE 42a 41b 42b NO SIGNIFICANT CHANGES ARE BEEN MADE TO EXISTING PANEL LOAD. REMOVING EXISTING RANGE OUTLETS & COOKTOP OUTLETS, RELOCATING TO NEW LOCATIONS. SEE AS BUILTS FOR REMOVAL OF EXISTING COOKTOPS. NOTE: THI5 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE RESIDENTIAL EDITION 6ECTION 8301 DE61GN CRITERIA AND INCLUDING ASCE 1-10, I, WIND 5PEED - I3VPH ULTIMATE WIND 6PEED (YULT) AND 108 MPH (YA5D), 2, R16K CATEGORY 2 CONSTRUCTION TYPE - COMMERCIAL (Y). 3, WIND EXPOSURE • CATEGORY C 4. INTERNAL PRESSURE COEFFICIENT FOR ENCLO6ED BUILDING515 ,18 AND HEIGHT i EXPOSURE ADJUSTMENT COEFFICIENT 151,40 U ' CIE AL Z IONAL cNGINEER O�N!6.6 434P+CrB FL3T Wr�55�.IIc. W M � W Wm N LL U -cl co� 0- C G N LoO �'t (y) Z < 0 T— U) c� W Q ' CIE AL IONAL cNGINEER O�N!6.6 434P+CrB FL3T Wr�55�.IIc. N lu�qq co L 4iY 5/5 COUNTER 0 ® 5/S�OUNTER (�F) _ _ J EX5TING 2a I�RANGEAI AMP. PANEL ©© I I F - 28130 I -- F - ba ELECTRICAL -F - 64 5/5 COUNTER RANGE I F— ©© F-3234KITCHEN c I I I I L-----1 5/5 COUNTER — — -�- 5EE EXISTING 4 DEMO.PLAN FOR REMOVAL OF EXI5TING RANGE 4 COOKTOP, EXISTING HALL THIRID FLOOR ELECTRICAL PLAN 6CALE:1/4" -1'-0' NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE REBIDENTIAL EDITION 6ECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I. WIND SPEED ■ 139MPH ULTIMATE WIND SPEED (vULT) AND 108 MPH (VASD), 2. RI6K CATEGORY 2 CONBTRUGTION TYPE - COMMERCIAL (V) 3, WIND EXPOSURE • CATEGORY C 4, INTERNAL PRE66URE COEFFICIENT FOR ENCLOSED BUILDINGS 16.18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 U ' 'M� EXISTING ELECTRICAL CIRCUIT SCHEDULE (PANEL F) Z BUS AMPS 200 120/208 VOLTAGE 3 PHASE 4 WIRE NO MAIN BREAKER �° 'qa4 -. CIRLOAD DESCRIPTION p D E CKT BRKR O D E LOAD DESCRIPTION CIR Uro A A N LoO 1a ROOM # 325 & 326 L 20 O 20 R ROOM # 323 & 324 2a 1 b ROOM # 327 L 20 2b 3a ROOM # 328 L 20 20 R ROOM # 322, 328 & 330 4a 3b ROOM # 322 L 20 4b 5a LIGHTS # 324 L 20 20 R NEW HOOD 6a 5b 30 R COOKTOP - REMOVE COOKTOP RECEPT. 6b 7a KITCHEN LIGHTS L 20 30 R COOKTOP - REMOVE COOKTOP RECEPT. 8a 7b L 20 20 R ROOM # 319 8b 9a ROOM # 323 L 20 30 R COOKTOP - REMOVE COOKTOP RECEPT. 10a 9b 30 R COOKTOP - REMOVE COOKTOP RECEPT. 10b Ila ROOM # 324 L 20 20 R ROOM # 319 & 320 12a 11b 20 R ROOM # 323 12b 13a LTS. # 318, 319, 320, 321 L 20 20 201 R ROOM # 321 14a 13b 14b 15a LTS. # 329 & 330 L 20 20 R MICROWAVE 16a 15b 20 R 16b 17a ROOM # 320 R 20 20 R ROOM # 329 18a 17b 20 R 18b 19a DISPOSAL R 20 20 R ROOM # 318 20a 19b R 20 20b 21a HALL & KITCHEN RECEPT. R 20 20 R ROOM # 327 & 328 22a 21b R 20 22b 23a LIVING RM. OUTLETS & GENERAL RECEPT. R 20 20 R KITCHEN COUNTER RECEPT. 24a 23b R 20 24b 25a MENS RM. RECEPT. R 20 20 R ROOM # 328 26a 25b R 20 26b 27a LIVING RM. OUTLETS & GENERAL RECEPT. R 20 40 R RANGE 28a 27b _ R 20 28b 29a ROOM # 326 & 325 GENERAL RECEPT. R 20 40 R 30a 29b R 20 30b 31a INSTA. HOT R 20 40 R RANGE 32a 31b R 20 32b 33a RANGE HOOD & REF. R 20 40 R 34a 33b R 20 34b 35a DRYER R 30 30 R DRYER 36a 35b 36b 37a R 30 30 R 38a 37b 38b 39a DRYER R 30 30 R DRYER 40a 39b 40b 41a R 30 30 R 42a 41b 42b NO SIGNIFICANT CHANGES ARE BEEN MADE TO EXISTING PANEL LOAD. REMOVING EXISTING RANGE OUTLETS & COOKTOP OUTLETS, RELOCATING TO NEW LOCATIONS. SEE AS BUILTS FOR REMOVAL OF EXISTING COOKTOPS. 5/5 COUNTER 0 ® 5/S�OUNTER (�F) _ _ J EX5TING 2a I�RANGEAI AMP. PANEL ©© I I F - 28130 I -- F - ba ELECTRICAL -F - 64 5/5 COUNTER RANGE I F— ©© F-3234KITCHEN c I I I I L-----1 5/5 COUNTER — — -�- 5EE EXISTING 4 DEMO.PLAN FOR REMOVAL OF EXI5TING RANGE 4 COOKTOP, EXISTING HALL THIRID FLOOR ELECTRICAL PLAN 6CALE:1/4" -1'-0' NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE REBIDENTIAL EDITION 6ECTION R301 DESIGN CRITERIA AND INCLUDING ASCE 1-10, I. WIND SPEED ■ 139MPH ULTIMATE WIND SPEED (vULT) AND 108 MPH (VASD), 2. RI6K CATEGORY 2 CONBTRUGTION TYPE - COMMERCIAL (V) 3, WIND EXPOSURE • CATEGORY C 4, INTERNAL PRE66URE COEFFICIENT FOR ENCLOSED BUILDINGS 16.18 AND HEIGHT 4 EXPOSURE ADJUSTMENT COEFFICIENT IS 1,40 U ' 'M� Z iONaL RIGINEff2 �° 'qa4 -. +,,!h FL 32114 { , Qvii 3118 18 uJ. Uro DA` s� � Lu oc� C G N LoO co Q O � W Q ' 'M� Ci�ENnL iONaL RIGINEff2 �° 'qa4 -. +,,!h FL 32114 { , 3118 18 e o DA` s� � Lu oc� cv 4 I/I 9 COY (N SANFORD UP,4tTY - PLANTS Po BOX 1788 ;;t' OR R 32772 - 1 79813 1F� 411►) It_ UCEN5C0 FZOFi;!;�iq`w! FNGI;1:tit 5316., S,P.. 434 LTlJMOh W WRINa FL Ulr! 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SCETDR ... b � +, ..- k �,�,r , 4 R❑ ! + itj , .� � �- •-����� MECHANICALRPOM , a, /l 1 er w 1 { l •e•— C. �_ �_ .. ...:.:.. .....":::, .::..,,:. •, ....: �- , . � it cot VA" G) fU��C� v �Qv ......... ... ci-7 1: P- EI JUR .. Ls .......... .......... ..... . ..... ........ LU . ...... ...... .Mp v1i 711 BLDG. 3rjo TH.ZRD ,FLOOR -JANUARY NO' Miami