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'CERTIPIED TO: X$IT##' RIND E.DUMDO 4±:kopposA . cOR4Y agent fq' Attorney • a Title . ATIORNRY `'S W I I�NSURANCE FUND, _INC. 600 �fea 00, $IYd` 204 Ta'mn _ 91 'Y!K(1a PIPING LEGEND I.D. No. DESCRIPTION SIZE 10 POOL MAIN DRAIN 2" 0 SKIMMER LINE #1 2" ® SKIMMER LINE #2 2" ® VACUMM LINE 2" 0 POOL RETURN 1 1/2" .' ® W/F SUPPLY LINE #1 1 1/2" Q7 W/F SUPPLY LINE #2 1 1/2" ® OVERFLOW 2" JOB No. 3204 DA M 02 -12 -03 DRAIN BY R WALE AS NOTED air SHEET 5 OF 5 4" CONCRETE SLAB ON GRADE, REINFORCE WITH 6 "X6" #1010 WIRE MESH SHELL STONE TILE FINISH 8 CNNK05E WATERLINE CERAMIC D TILE RETURN FITTINGS INSTALLED 12" TO 24" BELOW WATER LEVEL EXPOSED AGGREGATE FINISH ON WALL AND FLOOR SURFACE 4, 48" CLR WATER PROOF JUNCTION - BOX. METAL PIPE SUPPORT LEG P D�R R II TMN INTO STABILE I' LIGHT CONDUIT CONNECTED WITH JUNCTION BOX Ir 3" OUR. POOL WALL SECTION BCM 9 1/2' 4-o' 0 NON-CORROSIVE LIGHT HOUSING WITH REPLACEABLE 100 -300 WATT CAPACITY BULB AND 5 FOOT PIGTAIL WIRE WRAP FOR SERVICING LIGHT ON SURFACE OF DECK. #8 COPPER GROUND ANGHORE TO NICHE BRASS GROUND WIRE CLAMP ANCHORED TO WALL STEEL AQUATIC 667 E39 8 "XS" THICKENED SLAB EDGE WITH I#5 BAR CONT. 1 f #3 HORIZONTAL #3 c I2' VERTICAL NOTE: FLOOR AND WALLS SHALL BE 6" MIN. SHOTCRETE 10 " #3 ® Tr . G /C, CENTS STEEL IN FLOOR. 12 VOLT TRANS- FORMER BOX NT TO UNI- STRUT FRAME TO SUB -PANEL 1" PVC COND. WET NICHE LIGHT DETAIL N.T.B. WATERLINE OF POOL 14/3 SJT W -A DBL INS. W/P LIGHT CORD CND. LUG IN NICHE GOAT LUGS W/ APPROVED 3M SILICON POTTING #6 GU GND WIRE INSULATED E N G I N E E R I N G ANTI — VORTEX M.D. ASSEMBLY W/ 36'-0" HYDROSTATIC VALVE 'l io 0 4' -0" POOL PROFILE DETAIL N.T.B. Ah' 1 2 HP POOL PUMP 1' - 0 POOL WATER LEVEL POOL STAIR DETAIL SCALE 1/•4-o" 2 —— BASE FLOOD CRITERIA — DADE COUNTY FLOOD MAP 120 13 3 EL.+ 1.0' BOTTOM OF SLAB EL. + 3h1' WASTE 0 ® ® ® TOP OF POOL WALL EL. + 10.50' q0 ECILDU NIWEWT 7gMEI CadEfME MOGaM1 GLORO o CQ 3 3ggig l7g (33 662 =100.2 F IL°1K lEgG`wt1QfL>=o ODD @QOUI Q S7(ti1La Mngg.IME4 l POOL / FILTER FLOW DIAGRAM N.T1� NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. POOL WATER LEVEL 5L 1 P— RESISTANT CONTRASTING TILE NOSING ON LEADING EDGE PROJECT NAME: 3' -0" o _ cfl III - III -_ POOL SWIMOUT DETAIL SCALE; 1/r -r—o' UPLIFT DATA 4 - TOP OF POOL WALL ELEVATION ` BOTTOM SLAB ELEVATION 3.61' COUNTY FLOOD CRITERIA DEDUCT BOTTOM SLAB ELEVATION POOL UPLIFT FORGE 3.33' DEDUCT 2.00' ALLOWED FOR USE OF 2' HYDROSTATIC PRESSURE RELIEF VALVE (- 2.009 RESULTANT UPLIFT FORGE SLAB THICKNESS REO'D 10.50' 1.0' 3.6'1' ( - -I 2.00' 1.33' 6' KITH FRINEHARD RESIDENCE 260 N.E. Q4 STREET MIAMI SHORES, FLORIDA TIMER 20A • ••• 1 ••• • • • • • • = • a • E . • ' • • • • ••• • • • • • • • • • • . ••• 2 ••• • • - • • • • ELECTRICAL LOAD SUMMARY PA A. �. A. GeNNERAL LIGHTING LOAD + SMALL APPLIANCE 462 S.F. @ 3W /SF= 1386 + 3000 WATTS= 4386 WATTS 3 #I2 -I /2 "G 2P /20A 3 #12 -I /2 "G 1 P /I5A I5A GFI RECPT. 5W — I5A SW FILTER PUMP MOTOR ,B�FIX_D' F�PLI�RICES: 3 ' ''' RANGE J „ REFRIGERATOR • • y 12,000 WATTS 1,000 WATTS DISHWASHER 1,200 WATTS WASHER 1,500 WATTS DRYER 5,000 WATTS WATER HEATER 4,500 WATTS DISPOSAL 800 WATTS DOOR 800 WATTS MICROWAVE 1200 WATTS POOL PUMP 1 AT 100 % = POOL/SPA LIGHT AT 100 % = SUB TOTAL = DEMAND FACTOR CALCULATIONS PANEL A FIRST 10 KW @ 100 % = REMAINING 25886 WATTS @ 40 %= TOTAL LOAD @ DEMAND FACTOR- 20354 WATTS NC OR HEATING AT 100 % = 10,000 WATTS TOTAL CONNECTED LOAD= 30354 WATTS /240 VOLTS = 126 AMPS C. NEUTRAL LOAD LIGHTING, SMALL APPLIANCE, AND WASHER = FIRST 3000 WATTS @ 100% = REMAINING -2886 WATTS @ 35 %= RANGE X 70% = DRYER X 70% = OTHER 120 V LOADS = TOTAL NEUTRAL WATTS = 17910 WATTS /240 VOLTS = POOL POOL LIGHT LIGHT —IL L L Peak Anne. LUIS ESPINOSA 7400 N.W. 7 STREET. SUITE 113 MIAMI, FLORIDA 33126 PIT. 305- 261 -1927 Fax: 305- 267 -6801 J 10,000 WATTS 10354 WATTS SERVICE SIZE = 250 AMPS EXIST. 250 A PANEL 14/3 SJT -I "C INTEGRAL W/ FIXTURE POOL ELECTRICAL SCHEMATIC N.T OFELIA TASOADA EXIST. GROUND 2900 WATTS 600 WATTS 35886 WATTS 5886 WATTS 3000 WATTS 1010 WATTS 8400 WATTS 3500 WATTS 5000 WATTS 74 AMPS EXIST. GAN R EXIST. FPL SERVICE OFELIA TABOADA, P.E. PROFESSIONAL R. No. 55351 CIVIL ENGINEER AOUADYNAMIGS DESIGN GROUP, INC. 4 S.W. 12ND AVE., P4IAMI, FLORIDA DEPT. OF PROF. REG. NO. L SOOO46 MIMal DRAWING NUMBER SP-6 GENERAL NOTES AND CONDITIONS ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. 2 ALL REINF. STEEL TO CONFORM TO A.S.T.M. A615 GRADE 60. 3 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS. 4 IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS AS REQUIRED, THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 5 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT LINES. IF NECESSARY, POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. 6 CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY. IN GENERAL, HOLD A DISTANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO POOL'S WATER EDGE. 7 POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH THE LATEST U.S. GOVERNMENT SAFETY STANDARDS. 8 ALL POOL ENCLOSURES SHALL CONFORM TO FLORIDA STATUTES 515.27 AND 515.29 ., AND F.B.C. CHAPT 424.2.17.1 - 10 9 WHERE POOLS ABUT OR ARE PLACED NEARBY SEA WALL OR BULKHEADS, SPECIAL CARE SHALL BE EMPLOYED, THE WALLS SHALL BE IN GOOD CONDITION, NOT PERMITTING ANY SHIFTING OR REMOVAL, OR LOOSENING OF THE SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED BY THE PROPERTY OWNER. WHEN EXCAVATING FOR THE POOL, THE SEA -WALL TIEBACKS SHALL NOT BE CUT . WHEN DEADMEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER IMMEDIATELY FOR FURTHER INSTRUCTIONS. 10 THE CONTRACTOR SHALL BACKFILL POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE PERFORMED WITH CLEAN SAND, FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12 INCH THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO 90% OF THE SOILS MAXIMUM DENSITY BY TAMPERING SOLIDLY. SOILS BELOW THE DECK SHALL BE PLACED IN SIMILAR MANNER. 1 1 WHERE DECKS ARE INDICATED BY OTHERS, THE DECK DESIGN NOTES SHOWN ON THE TYPICAL SECTION DO NOT APPLY. DECK DESIGN SHALL BE BY OTHERS. 12 DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. 13 WARNING! DO NOT EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON BEFORE CONSULTING WITH A POOL OR POOL REPAIR CONTRACTOR. HYDROSTATIC UPLIFT PRESSURES MUST BE EL:M NATED TO PREVENT FOOL FROM FLOATING ABOVE GRC;UND, AND CAUSING DAMAGE TO THE STRUCTURAL INTEGRITY OF THE POOL. 14 THIS PLAN REMAINS THE PROPERTY OF THE DESIGN ENGINEERS. IT IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEERS. 15 ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE F.B.C., LATEST EDITION , AND ARTICLE 680 N.E.C., LATEST EDITION. ALL BOND WIRES SHALL BE PROTECTED WITH APPROVED MATERIAL. THE CONTRACTOR SHALL INSURE THAT AN ELECTRICAL BONDING INSPECTION IS CALLED FOR AND APPROVED PRIOR TO PLACEMENT OF CONCRETE OVER THE BOND WIRE CONNECTIONS. CONNECTIONS DIRECTLY FROM THE POOL LIGHT TO A TRANSFORMER BOX IS PROHIBITED. ALL METAL PARTS IN THE POOL AREA, IN ADDITION TO ALL METAL DOORS, WINDOWS, SCREENED ENCLOSURES, OR OTHERS ITEMS CONTAINING METAL WITHIN A DISTANCE OF 5 FEET FROM THE POOL WATER'S EDGE, SHALL ALSO BE GROUNDED, 16 POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8 CONTINUOUS COPPER WIRE LOOPED AROUND POOL PERIMETER. LOOP SHALL BE GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR CASING. 17 FILTER BACKWASH SHALL COMPLY WITH THEFLORIDA BUILDING CODE, LATEST EDITION. 18 POOL WATER DISPOSAL TO BE IN ACCORDANCE WITH FLORIDA BUILDING CODE, LATEST EDITION. 19 TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT EXCEED 102 DEGREES FAHRENHEIT. 20 UPON VISUAL INSPECTION SITE SOIL REVEALS A COMBINATION OF UNDISTURBED SAND AND LIMEROCK. A BEARING VALUE OF 2000 PSF ' HAS BEEN UTILIZED FOR DESIGN PURPOSES. 21 THIS POOL HAS BEEN DESIGNED TO ALL APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE, SECTION 424. BARRIER REQUIREMENT OUTDOOR SWIMMING POOLS AND SPAS SHALL BE PROVIDED WITH A PERMANENT BARRIER THAT SHALL BE INSTALLED, INSPECTED & APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER, SUCH PERMANENT BARRIER SHALL BE IN ACCORDANCE WITH SECTION 424.2.17.1 - 427.2.17.10, LATEST EDITION. SPECIAL PROVISIONS: WARNING SIGNS (ANSI /NSPI -5) 1. ALL SWIMMING POOLS, SPAS, AND HOT TUB AREAS SHALL BE PROVIDED WITH A PERMANENT SAFETY WARNING SIGN IN A READILY VISIBLE LOCATION FROM THE POOL AREA (APPENDIX F ANSI /NSPI- 5 -95). 2. EACH SAFETY WARNING SIGN SHALL WARN AGAINST SHALLOW WATER DIVING, PREVENTION OF DROWNING & INCLUDE THE FOLLOWING STATEMENT: "THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPR)" SAFETY FEATURE REQUIREMENT: (FL. STATUTE 515.27 & 515 29, & F.B.C. SECT, 424) IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, THE SWIMMING POOL MUST MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: 1. POOL SHALL BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER; OR 2. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FT.; OR 3. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH A SELF CLOSING, SELF LATCHING DEVICE AND WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 IN. ABOVE THE FLOOR; OR 4. THE POOL SHALL BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE FOLLOWING POOL BARRIER REQUIREMENTS; a. BARRIER TO BE A MINIMUM 4 FT. HIGH ON THE OUTSIDE; b. BARRIER SHALL NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS , PROTRUSIONS, OR STRUCTURAL COMPONENTS THAT WILL ALLOW A CHILD ACCESS TO THE POOL; c. BARRIER SHALL BE PLACED AROUND PERIMETER OF THE POOL AND MUST BE SEPARATE FROM ANY FENCE, WALL, OR OTHER ENCLOSURE SURROUNDING THE YARD UNLESS THE FENCE, WALL OR OTHER ENCLOSURE OR PORTION THEREOF IS SITUATED ON THE PERIMETER OF THE POOL, S BEING USED AS PART OF THE BARRIER, AND MEETS THE BARRIER REQUIREMENTS OF THIS SECTION. d. BARRIER SHALL BE PLACED A MINIMUM OF 12 IN. FROM THE WATER'S EDGE. e. ALL GATES PROVIDING ACCESS TO THE SWIMMING POOL SHALL OPEN OUTWARDS AWAY FROM THE POOL AND SHALL BE SELF CLOSING AND SHALL BE EQUIPPED WITH A SELF LATCHING DEVICE, THE RELEASE MECHANISM OF WHICH SHALL BE LOCATED ON THE POOL SIDE OF THE GATE; f. BARRIER SHALL NOT BE LOCATED IN A WAY THAT ALLOWS ANY PERMANENT STRUCTURE, EQUIPMENT, OR OBJECT TO BE USED FOR CLIMBING THE BARRIER. g. WALL OF A DWELLING MAY SERVE AS PART OF BARRIER IF IT DOES NOT CONTAIN ANY DOOR OR WINDOW THAT OPENS TO PROVIDE ACCESS TO THE SWIMMING POOL. 48 HOURS BEFORE DIGGING Ci ALL TOLL FRl� SUNSHINE ST CENTER OF FLORIDA AQUADYNAb&3 GR INC AQUATIC E N G I N E E R IN G CONSULTANTS (BOO �7 ��l7 =�O77� Q�30o l�9 B62v`!] GyC�?`.� �ofluvl�Q�LLo �U�JI�OO or G° 0(UIQ��lG�Q(1v����a1 002 EXIST. 250 A HOUSE PANEL 4' HIGH G.L. FENCE CARPORT — r 20 PAVE j 84' -0" r • � 20' -0" HEATER OR HEAT PUMP (4) I/2" DIAM. x 3" HILTI KWIK BOLTS ` PwL rvii.— W A TER 0 c0 (4) 5/8" D I AM. x 4" HILTI KWIK BOLTS NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MA11ON CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS THECONTRA SHALL N BE RESPONSIBLE DI FOR O VERIFYING START C NO11FYI GOTHE PRIOR ENGINEE IRREGU ARITES, OR OMISSIONS ERT TO SUCCESSFUL COMPLE11ON OF THE PROJECT INDICATED. 12500' 22' PAR1Qy) y 20' PAVEMENT NE 99 STREET FILTER/ PUMP / HEATER ANCHORAGE DETAIL NJS. PROJECT NAME: r GENERAL NOTES: 1. POOL MECHANICAL EQUIPMENT ANCHORAGE HAS BEEN DESIGNED TO COMPLY WITH F.B.C. SECT. 301.13 2. ALL EQUIPMENT SHALL BE PLACED ON A SINGLE EQUIPMENT SLAB. SEPARATE SLABS ARE NOT PERMITTED. 3. THE POOL EQUIPMENT SLAB SHALL BE PLACED THE BASE FLOOD ELEVATION OR HIGHER. FILTER PUMP 6" THICK CONCRETE EQU I PMENT PAD KEITH RINEHARP RESID�NGE 260 N.E. Q9 STREY MIAMI SHORES, FLORIDA &I I EXI5TIN6 POLE EXISTING UNDERGROUND POWER SERVIGE 4' HIGH I G.L. FENCE EXIST. SANITARY/ LINE TO EXISTING �1 SEPTIC. TANK AND EXISTING DRAiNPIELD L HIGH G.L. 1 FENCE kVSELP GLO5I NG 3 SELP — x — x — x --J LATCHING GATE. I EXIST. ELEGTRIG MI=TER t— EXIST. 400 A HOUSE PANEL Zoning Approved $J 0 J L i L IP ©ll nm�o PC)OL DATA CHART 700L SPFC:FIC_ATIONS: Noc! Shape: AS SHOWN Maximum Length (FT): 40.0 Maxlnum Width (FT): 15.0 Oeep Enc (FT): 5.0 3hal ow Er.d (,=T):3.0 Pool Area(SF): 672 Pool Perimeter(LF):122 Pool Volume (GAL): 22,680 Turnover Rate(HR): 4.2 HR Interior Finish: EXPOSED AGGREGATE Waterline Tile: 6" Tile on Steps: YES Tile on Swimout: YES Coping: SHELL STONE 4'X8" BULLNOSE Pump Size (HP): 2 Filter System: CARTRIDGE Filter Size (SF): 175 Inlets: 6 Maindrains: 2 2" Vacuum Line wI Safety Lock: 1 Automatic Surface Skimmer: 2 Underwater Safety Light: (2) 300 W, 12 V Electrical Pool Hookup: BY CONTRACTOR Patio Finish: CONCRETE Patio Size (SF): 614.0 Deck Drains (LF):13' Fence: AS SHOWN Pool Miscellaneous Items: 1. 6 - 1" SPRITZER FOUNTAIN JETS AT COPING 2. POOL PILOT S -48 SALT SAN ITIZER POOL REQUIREMTS: SELF- CLOSING/ SELF LOCKING GATES R1QUIRBD FENCE: 4' HIGH (MIN.) AND NON- CLIMBA3I,E IF NEIGHBORS flEMC �':: r - J.NCE/ WAIL, OWNER MU S I' U P1„ACE WITH A 4' FENCE ON OWNER'S PROPERTY LUIS ESPINOSA 7400 N.W. 7 STREET. SUITE 113 MIAMI, FLORIDA 33126 P1I. 305- 261 -1927 Fax: 305- 267 -6801 SITE PLAN 1" = 20' -0" JOB No. 3209 1 OAT!! 02 -I2-Q3 acaLe c�MLN eY R S air OFELIA TABOADA, P.E. PROFES510NAL REG. No. 55339 CIVIL ENGINEER AQUADYNAM!GS DESIGN GROUP, INC.. 4910 51^1. 72ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG, NO. EB0004694 /ifl � r 2 1{'� OFELIA TABCADA RAWING , NUMBER SP-1 / / / // ///// / / / / // // / / ' / // i / / / /// / // / / / / / / / //// / / // / / / / // / // EXISTING // / GARAGE A Q U A T I C Q 30i;t0 C5C5T =Q9 Qa30itD EXISTING CARPORT 66 * ID) 0 U00g IP Q F3 C gM,C ,B Lo DOUG on 7' -4" 5' -2" QaMLQ DYN»ilc$ Dz$KW Gou INC E N G I N E E R I N G CONSULTANTS 12' -0" POOL LAYOUT PLAN 1/4"=1'-0" i 24' -4" NOTICE TO BUILDER 48' -10" TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR— MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE VHZ IRRIME, s J ` SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. 40' -0" z , 28' -0" PROJECT NAME: 3' -8" EXISTING GARAGE i E KEITH RINEHARD RESIDENCE 260 N.E. qq STREET MIAMI SHORES, FLORIDA 12' -0" O 3' -8" LUIS ESPINOSA 7400 N.W. 7 STREET. SUITE 113 MIAMI, FLORIDA 33126 PI1. 305- 261 -1927 Fax: 305- 267 -6801 —� �-- EA a Yoo to Ii o POOL EQUIP PAD JOB No. 320 DATE DRAUN BY eCALE fW 02 -12-03 R.E. AS NOTED SWEET 2 of 5 � OFELIA TABOADA, P.E. PROFE5510NAL REG. No. 53334 CIVIL ENGINEER AOUADYNAMICS DESIGN GROUP, INC. 4410 SY1. 72ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. EB0004644 i OFELIA TABOADA DRAWING NUMBER $P-2 PIPE SIZING FLOW CAPACITY (10FPS) 1.5" = 60gpm 2.0" = 100 gpm 2.5" = 150gpm 3.0" = 220 gpm PUMPING FLOW RATES @ 60 TDH 3/4 hp= 1.0 HP = 1.5 HP = 2.0 HP = 2.5 HP = 3.0 HP = 55 gpm 75 gpm 90 gpm 95 gpm 115 gpm 140 gpm BASED UPON STA -RITE MAX -E -GLASS II SELF PRIMING PUMP 1" 1" 1 1/2" 1" 1 1/2" VAC LOCK COVER 1 1/2" 1 1 1/2" 1 1/2" PIPING PLAN 1/4" 0" AQUADYNAMc3 Div Gsiou, INC A Q U A T I C E N G I N E E R I N G CONSULTANTS 10 ROM`�C=fl' EOU 7MMU CQMEMIJE itl MICI GLOL°]OUQ Mlgg Cai0g2 —C3 (30.g0 eq GPQDZ CEoG`�n7Q00=o BHP GQCDUL EI HZ IRAD U@a i J 6'6 2 002 1" 4 LE: i SPRAY JET TO BE SELECTED BY POOL BUILDER 1 — ® 0 0 ® NOTICE TO BUILDER 1 1/2" : i- TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING 111E ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. I I/2" ANTI ENTRAPMENT VENT LINE IN PLANTER MAX LENGHT ON VENT © NOT TO EXCEED 20 FEET 0 0 PROJECT NAME: 8" CLEAR AIR GAP STATIC POOL W.L. KEITH RINEHARD RESIDENCE 260 N.E. 99 STREET MIAMI SHORES, FLORIDA A's,TI- VORTEX MAW DRAIN ASSEM3LY 3' L" MINIMUM FACE TO FACE HYDROSTATIC VALVE T I I/2" PVG PIPE VENT LINE JL III L PooRe fine. LUIS ESPINOSA 7400 N.W. 7 STREET. SUITE 113 MIAMI, FLORIDA 33126 P11. 305- 261 -1927 Fax: 305- 267 -6801 2" "T" POOL DUAL MAIN DRAIN CONNECTION DETAIL N.T.S. PLAN LEGEND 2" VACUUM FITTING WITH VAC LOCK COVER TOP LOADING NSF APPROVED SURFACE SKIMMER I I/2" ADJUSTABLE EYEBALL POOL RETURN FITTING VENT LINE PIPE SHOULD BE LOCATED OUT OF DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD JOB No. 3209 DATE DRAIN DY 6CALe 02 -12-03 R.E. AS NOTED SWEET 4 OF 5 VENT LINE 2" PUMP SUCTION PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) MAX VELOG I TY 10 F.P.S. — PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) MAX VELOCITY 10 F.P.S. PVC SCHEDULE 40 NSF APPVD. PIPE (VENT LINE) ANTI - VORTEX MAIN DRAIN ASSEMBLY ANTI - ENTRAPMENT VENT LINE DETAIL NO SCALE OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55339 CIVIL ENGINEER AOUADYNAMiCS DESIGN GROUP, INC. 4910 51N. - 12ND AVE., MAXI, FLORIDA DEPT. OF PROF. REG. NO. ES0004694 OFELIA TABOADA 2 —� (,t DRAWING NUMBER $p-4 PIPING LEGEND I.D. No. DESCRIPTION SIZE ® POOL MAIN DRAIN 2" ® SKIMMER LINE #1 2" 30 SKIMMER LINE #2 2" ® VACUMM LINE 2" ® POOL RETURN 1 1/2" ® W/F SUPPLY LINE #1 1 1/2" 0 W/F SUPPLY LINE #2 1 1/2" ® OVERFLOW 2 " PIPE SIZING FLOW CAPACITY (10FPS) 1.5" = 60gpm 2.0" = 100 gpm 2.5" = 150gpm 3.0" = 220 gpm PUMPING FLOW RATES @ 60 TDH 3/4 hp= 1.0 HP = 1.5 HP = 2.0 HP = 2.5 HP = 3.0 HP = 55 gpm 75 gpm 90 gpm 95 gpm 115 gpm 140 gpm BASED UPON STA -RITE MAX -E -GLASS II SELF PRIMING PUMP 1" 1" 1 1/2" 1" 1 1/2" VAC LOCK COVER 1 1/2" 1 1 1/2" 1 1/2" PIPING PLAN 1/4" 0" AQUADYNAMc3 Div Gsiou, INC A Q U A T I C E N G I N E E R I N G CONSULTANTS 10 ROM`�C=fl' EOU 7MMU CQMEMIJE itl MICI GLOL°]OUQ Mlgg Cai0g2 —C3 (30.g0 eq GPQDZ CEoG`�n7Q00=o BHP GQCDUL EI HZ IRAD U@a i J 6'6 2 002 1" 4 LE: i SPRAY JET TO BE SELECTED BY POOL BUILDER 1 — ® 0 0 ® NOTICE TO BUILDER 1 1/2" : i- TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDITIONS PRIOR TO THE START OF THE WORK, AND NOTIFYING 111E ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. I I/2" ANTI ENTRAPMENT VENT LINE IN PLANTER MAX LENGHT ON VENT © NOT TO EXCEED 20 FEET 0 0 PROJECT NAME: 8" CLEAR AIR GAP STATIC POOL W.L. KEITH RINEHARD RESIDENCE 260 N.E. 99 STREET MIAMI SHORES, FLORIDA A's,TI- VORTEX MAW DRAIN ASSEM3LY 3' L" MINIMUM FACE TO FACE HYDROSTATIC VALVE T I I/2" PVG PIPE VENT LINE JL III L PooRe fine. LUIS ESPINOSA 7400 N.W. 7 STREET. SUITE 113 MIAMI, FLORIDA 33126 P11. 305- 261 -1927 Fax: 305- 267 -6801 2" "T" POOL DUAL MAIN DRAIN CONNECTION DETAIL N.T.S. PLAN LEGEND 2" VACUUM FITTING WITH VAC LOCK COVER TOP LOADING NSF APPROVED SURFACE SKIMMER I I/2" ADJUSTABLE EYEBALL POOL RETURN FITTING VENT LINE PIPE SHOULD BE LOCATED OUT OF DECK AREA IN A SECURE PLACE TO AVOID TRIP HAZARD JOB No. 3209 DATE DRAIN DY 6CALe 02 -12-03 R.E. AS NOTED SWEET 4 OF 5 VENT LINE 2" PUMP SUCTION PVC SCHEDULE 40 NSF APPVD. PIPE (SUPPLY LINE) MAX VELOG I TY 10 F.P.S. — PVC SCHEDULE 40 NSF APPVD. PIPE (SUCTION LINE) MAX VELOCITY 10 F.P.S. PVC SCHEDULE 40 NSF APPVD. PIPE (VENT LINE) ANTI - VORTEX MAIN DRAIN ASSEMBLY ANTI - ENTRAPMENT VENT LINE DETAIL NO SCALE OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55339 CIVIL ENGINEER AOUADYNAMiCS DESIGN GROUP, INC. 4910 51N. - 12ND AVE., MAXI, FLORIDA DEPT. OF PROF. REG. NO. ES0004694 OFELIA TABOADA 2 —� (,t DRAWING NUMBER $p-4 JUNCTION BOXES (G) WATER CIRCULATING EQUIPMENT ELECTRICAL PANEL GROUND BAR HEATER (G) COMMON BONDING GRID PERMITTED TO BE: . STRUCTURAL REINFORCING STEEL RODS THAT ARE BONDED TOGETHER . WALL OF BOLTED OR WELDED METAL POOL. . SOLID COPPER CONDUCTOR NO. 8 OR LARGER r X FORMING SHELLS POOL & DECK REINFORCING STEEL COMMON BONDING GRID DETAIL N.T.8. / / / / / / DIVING BOARDS DECK DRAINS FIXED METAL <= 5 FT EXISTING CARPORT POOL COVER MOTOR LADDERS FENCE METAL DOOR FRAMES, ETC, < 5 FT DECO -DRAIN 3' -O" DEEP S I -0" DEEP $10.50' DOOR 4 WINDOW ALARM PER FBG SECTION 424 SEE NOTE ON SHEET SP-I /////////// A 0 UA DYNAMICS DESIGN G RO U I A Q U A T I C E N G I N E E R I N G CONSULTANTS �JOO HOM`ir'H CRT' 7M ]l0) QMCMI MIE ii]OQ >uMi O FL :DRUID ¢aoaa (5g 1:21go GS2= 2-100g fPQD3 lEgIM QO1La OHIPD L OUJ OVHQ[UlOg . 4 NON -SLIP TILE NOSING $10.501' NEW SWIMMING POOL POOL DECK -S- 10.50' POOL AREA PLAN 1/4" NOTICE TO BUILDER TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE INFOR- MATION CONTAINED ON THESE DRAWINGS CONFORMS TO THE STANDARDS SET IN THE FLORIDA BUILDING CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS, AND FIELD CONDI11ONS PRIOR TO THE START OF THE WORK, AND NOTIFYING THE ENGINEER, AT ONCE, OF ANY AND ALL ERRORS, DISCREPANCIES, IRREGULARITIES, OR OMISSIONS PERTAINING TO THE SUCCESSFUL COMPLETION OF THE PROJECT INDICATED. #8 GND TO DECK REINFORCING IN 2 PLACES PROJECT NAME: 3 SP — 5 +10.50' SWIMOUT +10.50' 0 KITH R I NEHAR" RESIDENCE 260 N.E. 41 STREET MIAMI SHORES, FLORIDA DEEP 0 0 5' -6" DEEP 6' -O" DEEP PLAN LEGEND UNDERWATER 12 VOLT POOL LIGHT POOL = (2)300 W GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAW 20 FEET FROM WATERS EDGE. EXISTING GARAGE 1'• —� �— L cis L H'® ®Ilo Laic. LUIS ESPINOSA 7400 N.W. 7 STREET. SUITE 113 MIAMI, FLORIDA 33126 P11. 305- 261 -1927 Fax: 305-267-6801 #8 COPPER GROUND TO PUMP MOTOR (GROUND PUMP MOTOR TO POOL PANEL) GFCI RECEPTACLE SHALL BE LOCATED NOT CLOSER THAN 10 FEET NOR MORE THAN 20 FEET FROM WATER'S EDGE. JOB No. 320 DAM 6C4L8 02 -12-03 R.E. AS NOTED 6i-OEST SNEET 3 OF 5 OFELIA TABOADA, P.E. PROFESSIONAL REG. No. 55339 CIVIL ENGINEER AOUADYNAMIGS DESIGN GROUP, INC. 491D S.A. 72ND AVE., MIAMI, FLORIDA DEPT. OF PROF. REG. NO. E3O004694 e OFELIA TABOAVA DRAWING NUMBER SIP-3 J • • • • P 'LAN Ofi G ,: o' S Azt t 4 ) " ,E' /�' ; mod `(/676,e r ///j T , ,4'r: fey 4 /4/ - 7 - / -,5 t' a c • 7/V0 14 / ½# & /}/ . ‚ //4 x ;�'� X._/` /___ J -/-0">, 0 ",t l e "4 - / i2 /Y, "fire: _ a4. -) - 3 1 . .. . (% ///\/ /✓rte: S 1 ; j Q " �rr., A,/ c 2= /e) 2 / /o 7 " 2 ! /o „ x 1 ?L1 / 0 ,‹ ' toP l i d '/Y / i f - f � i i i : i+ if 1 j r . q j' f i JZ.lA.n1r N/ c.7/42. )4 2)z / /Yi C{ ,c2 /T c: f . t ti OOP P/_ AA1 Jc'o% n • , �1z/ // :J` 4(A C ,v iv ,4 r Gl / /,erc ,e y r /- b+ 4 r - 1, 4 1 - --: /6 JAPir/VC14 /// M4* fir. cTrf a ". = - C4? re. z1 %//. r G. p o)//f, SPLIT SYSTEM SCHEDULE AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA MARK * TRANE MODEL NUMBER CFM HEATER FAN ELECTRICAL MARK * TRANE MODEL NUMBER COMPRESSOR ELECTRICAL MAX C U FUSE CAPACITY EER TOTAL OA KW STEP ESP AMPS VOLTS -PH -HZ NO. TONS FLA VOLTS -PH -H2 TMBH SMBH AHU -1, 2 AWB24 800 -- 4.8 1 0.50 2.10 230/60/1 CU -2 CKL24 -1D 1 2.0 10.00 230/60/1 25 25.20 17.20 9.00 WALL MOUNTED MINI SPLIT SYSTEM SCHEDULE AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA SANYO MODEL NUMBER CFM HEATER FAN ELECTRICAL SANYO MODEL NUMBER COMPRESSOR ELECTRICAL MAX CU FUSE CAPACITY EER TOTAL OA KW STEP ESP AMPS VOLTS -PH -HZ NO. TONS FLA VOLTS -PH -HZ TMBH SMBH SANYO - -- -- -- 1 -- 4.30 120/60/1 SANYO 1 1.00 11.00 120/60/1 15 12.00 12.00 10.0 FAN SCHEDULE MARK MODEL NUMBER CFM ESP AMPS ELECTRICAL VOLTS -PH -HZ DRIVE RPM TIP SP SONES REMARKS EF -1 NEWTON QT -80 80 0.125 0.80 A 120 -1 -60 DIRECT 1,600 - -- 3.4 1,2,3,4 EF -2 GREENHECK SE1- 8 -DGEX 256 0.100 3.00 A 120 -1 -60 DIRECT 1,050 - -- 3.5 3,4,5 HVAC DESIGN REQUIREMENTS YES NO DUCT SMOKE DETECTORS X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ENCLOSURE CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X HEATING - VENTILATING & AIR CONDITIONING NOTES AND SPECIFICATIONS 1- PROVIDE AND INSTALL A COMPLETE AIR CONDITIONING SYSTEM AS SHOW ON PLANS WITH WORKMANSHIP TO MEET OR EXCEED ALL LOCAL CITY CODES. OR S•F.B.C. CODES WHICHEVER APPLIES, AND INCLUDING THE LATEST EDITION OF THE FLORIDA STATE ENERGY CODE REQUIREMENTS SUPERSEDE ALL OF THE FOLLOWING. 2- ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST ISSUE OF NFPA 90A, 90B, 70 SMACNA MANUALS. 3- IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY DETAILS OF CONSTRUCTION. CONTRACTOR IS EXPECTED TO PROVIDE ALL ITEMS THAT ARE REQUIRED FOR A COMPLETE AND WORKABLE HVAC SYSTEM TO THE EXTEND TO WHICH THE PLANS INDICATE. IT IS THE CONTRACTOR RESPONSIBILITY TO FURNISH ALL NECESSARY LABOR, MATERIALS AND MISCELLANEOUS ITEMS TO PLACE ALL EQUIPMENT IN PROPER WORKING ORDER. 4- CONTRACTOR SHALL EXAM THE PLANS AND SPECIFICATIONS OF ALL TRADES FOR PARTS OF WORK. IF ANY DISCREPANCIES EXIST BEM EEN DRAWINGS FOR HIS WORK AND OR WORK OF OTHER TRADES, HE SHALL REPORT SUCH DISCREPANCIES TO THE ENGINEER AND OBTAIN WRITTEN INSTRUCTION FOR ANY CHANGES IN WORK COVERED BY THESE PLANS AND SPECIFICATIONS. NEGLECT OR FAILURE OF CONTRACTOR TO REPORT SUCH DISCREPANCIES TO THE ENGINEER PRIOR TO BIDDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5- CONTRACTOR SHALL PROVIDE ALL FEES, PERMITS AND INSURANCE AND SUBMIT TO THE OWNER AN UNCONDITIONAL WRITTEN GUARANTEE FOR THE REPAIR OR REPLACEMENT OF DEFECTIVE WORKMANSHIP AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE BY THE OWNER. 6- CONTRACTOR SHALL SUBMIT TO THE OWNER THE FOLLOWING SHOP DRAWINGS AND PRODUCT DATA PRIOR TO ORDERING OR COMMENCING WITH THE WORK: A- DUCT MATERIALS AND ACCESSORIES B- DIFFUSERS, GRILLS AND REGISTERS. C- FIRE DAMPERS. D- ALL EQUIPMENT SUCH AS A.H.U., C.U., FANS, VAV'S, THERMOSTATS ETC. 7- THE FIVE YEAR FACTORY WARRANTY OF THE COMPRESSOR MOTORS SHALL BE FILLED OUT IN THE NAME OF THE OWNER. THIS CONTRACTOR SHALL ALSO FURNISH TO THE OWNER ALL CERTIFICATES OF FINAL INSPECTIONS AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. THE INSTALLATION ACCEPTANCE FORMAT WHICH ACCOMPANIES THE EQUIPMENT FROM THE FACTORY SHALL BE FILLED OUT AND FURNISHED TO THE OWNER. 8- THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING THE NECESSARY CONDENSATE DRAIN LINE FROM THE APPARATUS TO THE EXTERIOR OF THE BUILDING WHETHER SHOWN ON PLANS. UTILIZE PVC OR COPPER MATERIAL DEPENDING THE CEILING FIRE RATING OR THE USE OF A RETURN AIR PLENUM, CONSULT LOCAL CODE REQUIREMENTS. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH FIRE RESISTIVE 3/4" THICK FOAM PLASTIC INSULATION. 9- WHERE CALLED FOR ON PLANS OR THE USE OF FIBERGLASS IS APPROVED BY LOCAL CODE REQUIREMENTS, FIBERGLASS DUCT SHALL BE 1 1/2 THICK RIGID FIBROUS GLASS WITH ALUMINUM FOIL. GLASS SCRIM AND DRAFT OR PLASTIC JACKET VAPOR BARRIER. THE "K" VALUE OF THE DUCT SHALL BE 0.23 BTU /IN/SQ. FT. /DEG F /HR. MINIMUM RATING AT 75 DEGREES. R -6 MIN. 10- EXHAUST DUCTS SHALL BE GALVANIZED STEEL LOCK FORMING QUALITY, HAVING ZINC COATING OF 1.25 OUNCES PER SQUIRE FOOT FOR EACH SIDE. 11- REFRIGERANT LIQUID LINES BELOW 5/8" 0.D. SIZE TO BE ACR TYPE L. SOFT COPPER LIQUID LINES 5/8" 0.D. AND LARGER AND ALL SUCTION LINES SHALL BE ACR TYPE L HARD COPPER, 15% SILFLOS TO BE USE FOR WELDING OF REFRIGERANT PIPING ALL SUCTION LINES TO BE INSULATED WITH A MINIMUM 1/2 THICK ARMAFLEX OR EQUAL ROUGH -IN AND PRESSURE TEST ALL REFRIGERANT LINES WITH A 75 PSI PRESSURE, PRIOR TO CLOSING OFF THE REFRIGERANT LINES TO HOLD CHARGE FOR A MINIMUM OF 24 HOURS SIZE OF REFRIGERANT LINES TO BE AS PER MANUFACTURER RECOMMENDATIONS FOR THE ACTUAL LENGTH OF PIPE. 12- CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS BEFORE BIDDING THE PROJECT, FAILURE TO DO WILL RESULT THAT NECESSARY FIELD MODIFICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13 -ALL EQUIPMENT SUPPORTS SHOWN ON PLANS ARE DIAGRAMMATIC AND REQUIRE APPROVAL OF ARCHITECTS, STRUCTURAL ENGINEER AND EQUIPMENT MANUFACTURER PRIOR TO HANGING. 14- CONTRACTOR TO VERIFY WITH THE ARCHITECT OF RECORD THE CEILING /FLOOR FIRE RATING TO DETERMINE REQUIREMENTS FOR FIRE DAMPERS, BEFORE BEGINNING WORK. 15- THERMOSTAT TO BE MANUFACTURED BY HONEYWELL OR EQ. THERMOSTAT LOCATION TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION . 16 -A /C CONTRACTOR TO VERIFY WITH ARCHITECT THE UNITS EER RATING REQUIRED BASED ON FLORIDA ENERGY CODE COMPLIANCE HVAC NOTES AND DETAILS SCALE: N.T.S. TEST AND BALANCE NOTE: 1. THIS CONTRACTOR SHALL PROVIDE A INDEPENDENT TEST AND BALANCE WHERE INDICATED ON THIS DRAWING TO ASSURE THE REQUIRED AMOUNT OF "CFM" ARE PROVIDED AND NOTIFY OF ANY CONFLICT TO REACH THE AMOUNT OF "CFM" REQUIRED. INSULATION NOTE: PROVIDE MINIMUM INSULATION OF R -4 IN WALLS R -30 IN CEILING. 1. PROVIDE FACTORY PRE - FABRICATED SOUND ATTENUATION ROOF CURB 2. PROVIDE DISCONNECT SWITCH 3. PROVIDE FAN SPEED CONTROLLER MOUNTED ON UNIT CASING 4. BACKDRAFT DAMPER 5. PROVIDE WALL HOUSING WITH OSHA GUARD AND EXHAUST GRILL. * USE TRANE MODEL OR EQUAL TO MATCH ALL SPECIFICATION NOTES: 1.- PROVIDE THERMOSTAT WITH SUB -BASE. 2.- PROVIDE SOLENOID VALVES, ACCUMULATORS AND OTHER ACCESSORIES RECOMMENDED BY MFGR. FOR PROPER OPERATION. 3.- APPROVED EQUAL MANUFACTURERS ARE ACCEPTABLE. 4.- PROVIDE ACRYLIC COATING ON ALL PARTS OF AHU'S AND CU'S INCLUDING COILS AND FINS. SPECIAL NOTE: 1.- MAXIMUM LENGTH ON DRYER DUCTS TO BE 25' W/ 2 ELBOWS MAXIMUM. 2.- PROVIDE 4" CLEARANCE IN ALL AHU ENCLOSURES. ALUM. WEATHER CAP N.T.S. REFRIGERANT LINES %VAjVAjVAjVAjVAjVAjVA V /V /V /V / / \/ PITCH =1 6" PVC PIPE 22 GA. COLLAR, SOLDER TO DUCT - k CONCRETE SLAB PIPE SUPPORT BATH & DRYER EXHAUST (DRYER EXH. DUCT TERMINATION) SLAB -. \ \ / /v //v . ® ®roe °�� ° °�a.go - \ \ \ \ \ \ \\ ✓V \; o ..0.° • o ff . ° ° ° ° °o . ° AA AA i i\ /\ V A \ \ / \/ CRUSHED R V /V /\ \C ON CRETE BOX �� /V \ /iv TYPICAL UNDERGROUND PIPE CHASE NTS INSULATION 4 "0 DRYER EXH. DUCT SUPPLY DUCT 8' MIN. TYPICAL TURNING VANE ON ALL ELBOWS CORNER ANGLE RETURN AIR co E AINIM . 1 TYPICAL FIBERGLASS DUCT CONDENSING UNIT MOUNTING DETAIL N.T.S. WALL DRAIN FROM SECONDARY DRAIN PAN LINE TO RESERVOIR ATTACHED TO SIDE OF AHU. PAN TO BE MIN. 1-1/2 PEEP AND CONSTR. OF 0.02767 GALV. SHT METAL W/ FLOAT SWITCH . N.T.S. CONDENSING UNIT BOLTED TO CONCRETE PAD TO WITHSTAND HURRICANE FORCE WINDS ISOMODE PAD. AT EACH CORNER OF UNIT SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. STRAP ANCHORED TO PAD & CU 1 W /1/4" ANCHOR BOLT EA. STRAP °I2 EMBEDMENT 6" CONCRETE PAD ELBOW TURNING VANE DETAIL N.T.S. TYPICAL AIR HANDLING UNIT CEILING FLEX- CONNECTION AIR HANDLING UNIT �� REFRIGERANT LINES ( CONDENSATE DRAIN NEOPRENE PAD 1 "x1 "x1 /4" STEEL ANGLE FRAME d 0 O co Nt co O co co • O U) CO � I Nt Nt 1 O O W W H O • co Z C� W d' • O � W A, 0 • C• 0 c C\2 Cr) � C\ H CO CO CO CO O E-; C,) rn 0) O � x V U] O C\2 project no. date: 07/22/02 drawn by: DAS checked by:DFG approved by:DFG REVISIONS no. /item /date SHEET V1 1=2 2 0F2 INSTALL CU'S AND DISCONNECT 12" ABOVE FLOOD LEVEL. ,240V \\�\\\ � NEMA 3R\ PORCH FIRST FLOOR PLAN SCALE: 1/4' = LIVING ROOM BATH GFCI QD I.P L-21 DINING ROOM PANEL L L -16 KITCHEN PORCH CAR -PORT P -5/7 n W.P. GUEST ROOM INSTALL PLANTING TYPE RECEPTACLES IN THIS AREA. (SEE DETAIL ON THIS SHEET) 0 P -13 ®42 "A.F.F. INSTALL PLANTING TYPE RECEPTACLES IN THIS AREA. (SEE DETAIL ON THIS SHEET) GARAGE PANEL P— I PLANTING k PE CEPTACLES IN T IS AREA. EE DETAIL ON TH S SHEET) P -13 ®42 "A.F.F. NO SCALE CENTER LINE RECEPTACLE IN 2X4 JUNCTION BOX IN W.P. ENCLOSURE 1/2" RIGID GALVANIZED STEEL LAYOUT [ �i A \/V \iV \i` ?V \iA \/V \iA 1/2" PVC SCHEDULE 40 UNDERGROUND TO OTHER BOXES AS INDICATED ON PLAN. (TYP.) RIGID TO PVC SLEEVES GRADE TYPICAL SUPPORT FOR RECEPTACLE AT PLANTING AREA -NIC INSTALL PLANTING TYPE RECEPTACLES IN THIS AREA. (SEE DETAIL ON THIS SHEET) INSTALL PLANTING TYPE RECEPTACLES IN THIS AREA. (SEE DETAIL ON THIS SHEET) SECOND FLOOR PLAN SCALE: 1/4' = 1' -0" L -22 L -24 BEDROOM BEDROOM TERRACE L -22 Oil L -24 L -22 TV iSc L -23 L -23 L -23 PORCH L -23 L - 23 1 1 ELECTRICAL POWER PLA\ 0 cn o4 T z H z 0 0 0 (0 c0 d' CO CO O CO c rp Q O x; 00 C5 • O co O • a r=-1 W (0 zc • o a o O • Z z c\2 N CO U CO O co project no. date: 07/22/02 drawn by: DAS checked by:DFG approved. by:DFG REVISIONS no. /item /date mallissmaimm SHEET ' c{ I ' O 1 OF 3 \ 1,--1/3 \ E.C.B. 40A, 240V ■ NEMA 1� INSTALL CU'S AND DISCONNECT 12" ABOVE FLOOD LEVEL. ,240V \\�\\\ � NEMA 3R\ PORCH FIRST FLOOR PLAN SCALE: 1/4' = LIVING ROOM BATH GFCI QD I.P L-21 DINING ROOM PANEL L L -16 KITCHEN PORCH CAR -PORT P -5/7 n W.P. GUEST ROOM INSTALL PLANTING TYPE RECEPTACLES IN THIS AREA. (SEE DETAIL ON THIS SHEET) 0 P -13 ®42 "A.F.F. INSTALL PLANTING TYPE RECEPTACLES IN THIS AREA. (SEE DETAIL ON THIS SHEET) GARAGE PANEL P— I PLANTING k PE CEPTACLES IN T IS AREA. EE DETAIL ON TH S SHEET) P -13 ®42 "A.F.F. NO SCALE CENTER LINE RECEPTACLE IN 2X4 JUNCTION BOX IN W.P. ENCLOSURE 1/2" RIGID GALVANIZED STEEL LAYOUT [ �i A \/V \iV \i` ?V \iA \/V \iA 1/2" PVC SCHEDULE 40 UNDERGROUND TO OTHER BOXES AS INDICATED ON PLAN. (TYP.) RIGID TO PVC SLEEVES GRADE TYPICAL SUPPORT FOR RECEPTACLE AT PLANTING AREA -NIC INSTALL PLANTING TYPE RECEPTACLES IN THIS AREA. (SEE DETAIL ON THIS SHEET) INSTALL PLANTING TYPE RECEPTACLES IN THIS AREA. (SEE DETAIL ON THIS SHEET) SECOND FLOOR PLAN SCALE: 1/4' = 1' -0" L -22 L -24 BEDROOM BEDROOM TERRACE L -22 Oil L -24 L -22 TV iSc L -23 L -23 L -23 PORCH L -23 L - 23 1 1 ELECTRICAL POWER PLA\ 0 cn o4 T z H z 0 0 0 (0 c0 d' CO CO O CO c rp Q O x; 00 C5 • O co O • a r=-1 W (0 zc • o a o O • Z z c\2 N CO U CO O co project no. date: 07/22/02 drawn by: DAS checked by:DFG approved. by:DFG REVISIONS no. /item /date mallissmaimm SHEET ' c{ I ' O 1 OF 3 5 ' — o" MIN. FROM PROPERTY LINE FIRST FLOOR PLAN SCALE: 1/4" - 1' -0" PORCH LIVING ROOM EF -1 • ' OOF 0 BATH 200 CFM TERRACE DINING ROOM 200 CFM 200 CFM KITCHEN PORCH BEDROOM 200 CFM BEDROOM 50 CFM PORCH PORCH 175 CFM CAR -PORT 3/4" CD. TERMINATE ® 6 "AFF. 125 CFM C C EF -1 XM 8 "0 SCALE: 1/4":1'0" HVAC SYMBOLS SUPPLY AIR DIFFUSER EXHAUST FAN FIBERGLASS A/C DUCT FLEXIBLE A/C DUCT THERMOSTAT, INSTALL 48" A.F.F. GARAGE TOTAL CAR CAPACITY =1 100 CFM /CAR =100 TOTAL CFM PROVIDED =256 CFM REFRIGERATION LINES. PROVIDE "L" COPPER LINES FOR REFRIGERANT. PROVIDE 6" PVC SCH -40 SLEEVE. PROVIDE A MIN. OF 3/4" PERMAFLEX INSULATION ON GAS LINE. MIN. O.D. OF GAS LINE TO BE 1 -1/8" MIN. 0.D. OF LIQUID LINE TO BE 3/8 ". INTERLOCK CONTROL OF EACH EXHAUST FAN TO LIGHT SWITCHES EACH BATHROOM & GARAGE TERMINATE ®6" AFF FOR GARAGE AREA. TERMINATE W /GOOSNECK & INSERT SCREEN. INSTALL 6 DUCT. KITCHEN Sc DRYER EXHAUST DUCT NOTE: SEE NOTE #10 OF MECHANICAL GENERAL NOTES ON PAGE M -2. MATERIAL 16 GAUGE GALVANIZED STEEL. CONSTRUCTION, ALL CONTINUOUS LIQUID TIGHT EXTERNAL WELDS. project no. date: 07/22/02 drawn by: DAS checked by:DFX- approved by :DFIC- REVISIONS no. /item /datc SHEET CU NOTE: CU SHALL BE LOCATED ® 10' - MIN. FROM PROPERTY LINE. WALL CAP RL GUEST ROOM MINI SPLIT EF -1 BATH GARAGE FLOOR PLA SCALE: 1/4" = 1' -0" WALL CAP TYPE: SERVICE: MOUNTING: POLES SQUARE D 240v - 3W DESCRIPTION PANEL L MAIN BUS: NEUTRAL: MAIN: A.I.C: 225 AMPS 55555555555 0 0 0000 0 0 0 00 00000CV LOO Lo in c2 1 F/N MLO 22 K : 42 FLUSH 22KAIC 2 A/C UNITS (® 125 %) K /VOLT AMP POLE TRIP CONDUIT WIRE REMARKS CKT. NO. 5.00 KVA CKT. NO. REMARKS WIRE CONDUIT TRIP POLE K /VOLT AMPS. 8.00 2 40 3/4" #8 * AHU # 1 1 311 AMPS. 2 • AHU # 2 #8 3/4" 40 2 8.00 3 4 8.26 2 30 1/2" #10 • CU # 1 5 8 • CU # 2 #10 1/2" 30 2 8.25 7 8 6.00 2 30 1/2" #10 W/H # 1 9 10 REFRIGERATOR #12 1/2" 20 1 1.50 11 1 12 SMALL APPLIANCE #12 1/2" 20 1 1.08 1.50 1 20 1/2" #12 BATH GFCI 13 1 14 SMALL APPLIANCE #12 1/2" 20 1 1.08 1.20 1 20 1/2" #12 WASHER MACHINE 15 1 16 RECEPTACLES #12 1/2" 20 1 1.08 1.20 1 20 1/2" #12 GARBAGE DISPOSAL 17 1 1 6 RECEPTACLES #12 1/2" 20 1 1.08 1.08 1 20 1/2" #12 RECEPTACLES 19 1 20 RECEPTACLES #12 1/2" 20 1 1.08 1.08 1 20 1/2" #12 RECEPTACLES 21 1 22 ** RECEPTACLES #12 1/2" 20 1 1.08 1.08 1 20 1/2" #12 RECEPTACLES 23 TOTAL TOTAL TOTAL CONNECTED LOAD: 25.16 TOTAL CONNECTED LOAD WITHOUT CU'S: 22.16 I =93 A 24 •* RECEPTACLES #12 1/2" 20 1 1.08 1.20 1 20 1/2" #12 GENERAL LIGHTS 25 28 GENERAL LIGHTS #12 1/2" 20 1 1.20 1.20 1 20 1/2" #12 GENERAL LIGHTS 27 28 GENERAL LIGHTS #12 1/2" 20 1 1.20 1.20 1 20 1/2" #12 GENERAL LIGHTS 29 30 GENERAL LIGHTS #12 1/2" 20 1 1.20 1.20 1 20 -- -- SPARE 31 32 LANDSCAPING LIGHTS #12 1/2" 20 1 1.20 - -- 1 -- -- -- SPACE 33 34 SPARE O/ / t' < . ,xe"./ k , - -- 20 1 1.20 - -- 1 -- -- -- SPACE 35 36 SPACE t"/ l/ C - J -- 'f 1 - -- --- 1 -- -- -- SPACE 37 38 SPACE -- -- -- 1 - -- --- 1 -- -- -- SPACE 39 40 SPACE -- -- -- 1 - - - 1 -- -- -- SPACE 41 42 SPACE -- -- -- 1 - -- 31.19 TOTAL TOTAL TOTAL CONNECTED LOAD: 61.34 KVA DEMAND LOAD: SEE DEMAND LOAD CALCULATIONS. NON COINCIDENT PROVIDE AFCI (ARC- FAULT) BREAKER 30.15 * ** TYPE: SERVICE: MOUNTING: POLES SQUARE D 240v -10- 3W DESCRIPTION PANEL P MAIN BUS: NEUTRAL: MAIN: A.I C: 100 AMPS 55555555555 0 0 0000 0 0 0 00 00000CV LOO Lo in c2 1 F/N MLO 22 K : 42 FLUSH 22KAIC 2 A/C UNITS (® 125 %) K /VOLT AMP POLE TRIP CONDUIT WIRE REMARKS CKT. NO. 5.00 KVA CKT. NO. REMARKS WIRE CONDUIT TRIP POLE K /VOLT AMPS. 3.00 2 20 1/2" #12 MINI SPLIT 0 125% 1 311 AMPS. 2 DRYER #10 1/2" 30 2 5.00 3 4 3.00 2 20 1/2" #12 CU 0 125% 5 6 W/H #2 #10 1/2" 30 2 5.00 7 8 1.50 1 20 1/2" #12 BATH GFCI 9 10 WASHER MACHINE #12 1/2" 20 1 1.50 1.08 1 20 1/2" #12 RECEPTACLES 11 12 GENERAL LIGHTS #12 1/2" 20 1 1.00 1.08 1 20 1/2" #12 RECEPTACLES 13 14 GENERAL LIGHTS #12 1/2" 20 1 1.00 1.00 1 20 -- -- SPARE 15 18 SPARE -- -- 20 1 1.00 - -- 1 -- -- -- SPACE 17 18 SPACE -- -- -- 1 - -- --- 1 -- -- -- SPACE 19 20 SPACE -- -- -- 1 - -- --- 1 -- -- -- SPACE 21 22 SPACE -- -- -- 1 - -- 10.66 TOTAL TOTAL TOTAL CONNECTED LOAD: 25.16 TOTAL CONNECTED LOAD WITHOUT CU'S: 22.16 I =93 A 14.50 LOAD CALCULATIONS TOTAL HOUSE AREA:4,700sf DESCRIPTION LOAD GENERAL LIGHTING (3,000x3) SMALL APPLIANCE DRYER COOK TOP OVEN DISHWASHER LAUNDRY WATER HEATERS (2) MICROWAVE REFRIGERATOR GARBAGE DISPOSAL 55555555555 0 0 0000 0 0 0 00 00000CV LOO Lo in c2 1 GENERAL LIGHTING LOAD FIRST 10.OKW @ 100 %: REMAINDER 35.90 KVA ® 40 %: TOTAL 45.90 KVA 10.00 KVA 14.36 KVA 24.36 KVA 2 A/C UNITS (® 125 %) 20.00 KVA POOL 3.00 KVA FUTURE 5.00 KVA TOTAL LOAD AT PANEL L 52.36 KVA TOTAL AMPS. PANEL L 218 AMPS TOTAL LOAD AT PANEL P 22.16 KVA TOTAL SERVICE LOAD 74.52 KVA TOTAL AMPS. SERVICE LOAD 311 AMPS. 3 ELECTRICAL NOTES: PART 1 - GENERAL: 1.- THE GENERAL AND SPECIAL CONDITION AND REQUIREMENTS OF THE CONTRACT AND SPECIFICATION AS WELL AS PLANS AND SPECIFICATIONS OF OTHER DISCIPLINES AND TRADES SHALL APPLY AND BE PART OF THE WORK HEREBY SPECIFIED. THESE SPECIFI- CATION AND THE ACCOMPANYING TO PROVIDE FOR THE COMPLETE FURNISHING AND INSTALLATI EMS. 2.- COMPLIANCE: WORKMANSHIP, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE LATEST EDITION OF NEC (IN SPECIAL SEC. 680), NFPA, FBC, NEMA, IEEE; OTHER APPLICABLE NATIONAL STATE & LOCAL CODES AND PERTAINING REGULATIONS ESTABLISHED BY AUTHORITIES HAVING JURISDICTION, AND SHALL MEET THE REQUIREMENTS OF OTHER RECOGNIZED STANDARDS WHERE "PART 1 - GENERAL" THE REQUIREMENTS ARE MORE STRINGENT THAN THOSE CITED ABOVE. 3.- WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS MANNER AND SHALL BE COMPLETED AND FULLY OPERATIVE TO THE ACCEPTANCE OF THE ARCHITECT /ENGINEER. 4.- MATERIALS: CONTRACTOR SHALL PROVIDE ALL NEW MATERIALS, BEARING THE UNDER- WRITER'S LABORATORY (UL) LABEL AS APPLICABLE. MATERIALS SHALL BE ACCEPTABLE AND ABOVE STANDARD QUALITY NORMALLY USED FOR THE PURPOSE AS CALLED FOR ON PLANS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE DELIVERY SCHEDULES OF MATERIALS. 5.- DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE EQUIPMENT LOCATIONS AND ARRANGEMENTS, NOT TO SHOW EVERY MINOR DETAIL; PLANS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION AND DIMENSIONS. PROVIDE ALL OFFSETS, FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE, ACCEPTABLE, WORKING INSTALLATION. 6.- SUPPLEMENTAL MATERIALS OR MANUFACTURED PRODUCTS NECESSARY TO COMPLY WITH THE INTENT OF THE CONTRACT DRAWINGS OR SPECIFICATIONS, BUT NOT NOTED OR SPECIFIED ON THESE SECTIONS, SHALL BE PROVIDED AS REQUIRED TO COMPLETE THE INATALLATION AT NOT ADDITIONAL COST TO THE OWNER. 7 - EXISTING CONDITION: 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 MATERIAL OR LABOR. ANY EXISTING CONDITION FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE WORK SHALL IMMEDIA- TELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 8 - PERMITS: CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES. TAXES, INSPECTION, TESTS, FINES AND OTHER ITEMS AS REQUIRED FOR THE INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM AS OUTLINED HERE IN AND SHOWN ON PLANS. PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 9 - INTERFERENCE: PLANS ARE GENERALLY DIAGRAMMATIC AND THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES, SO THAT INTERFERENCES WITH EXISTING CONDITIONS, CONDUITS, PIPING, EQUIPMENT, ARCHITECTURAL. STRUCTURAL AND WORK WITH OTHER TRADES WILL BE AVOIDED. PART 2 - PRODUCTS: 1 - DISCONNECT SWITCHES FOR POOL AREA SHALL BE QUICK -MADE, QUICK -BRAKE ACTION, LOCKABLE TYPE PER "NEC 680 -12 ". 2 - CONDUCTORS SHALL BE THW THWN SOFT -DRAWN 98% CONDUCTIVITY COPPER INSTALLED IN CONDUIT, COLOR CODED PE "NEC" AND TRADE STANDARDS. MINIMUM SIZE SHALL BE #12 FOR POWER WIRING AND #14 FOR CONTROL CIRCUITS. PROVIDE #10 WIRES FOR 120V POWER CIRCUIT HOMERUNS LONGER THAN 100 FEET. ASIDE FROM THE PANELBOARD GUTTER, CONDUCTORS ON THE LOAD SIDE OF A GFCI MUST NOT BE USED IN ANY RACEWAY OR OTHER ENCLOSURE CONTAINING CONDUCTORS THAT ARE NOT GFCI - PROTECTED. 3 - CONDUIT SHALL BE "RGS" OR "IMC" HOT- DIPPED GALVANIZED FOR ALL EXTERIOR LOCATIONS, WHERE EXPOSED TO PHYSICAL DAMAGE. ALL FITTING SHALL BE STEEL. "PVC" SCHEDULE 40 SHALL BE USED WHERE CONDUIT IS RUN IN CONCRETE SLABS; "PVC" MAY BE RUN UNDERGROUND WHERE BURIED 18" BELOW FINISHED GRADE, 24" UNDER VEHICULAR TRAFFIC AREAS. GREENFIELD TYPE FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR MOTORS AND VIBRATING EQUIPMENT CONNECTIONS, NOT TO EXCEED 18 "; PROVIDE "PVC" JACKETED TYPE FOR EXTERIOR AND /OR MOISTURE EXPOSED LOCATIONS. FOR UNDERWATER LIGHTING FIXTURES AS PER "NEC 680 -20. REMEX CABLE WILL BE ACCETABLE. 4 - CONNECT ALL SMOKE DETECTORS AHEAD OF SWITCHES THRU BATHROOMS OR KITCHEN CIRCUIT. SMOKE DETECTORS SHALL OPERATE AT 120V AND HAVE BATTERY BACK -UP. 5 - THIS CONTRACTOR SHALL COORDINATE WITH FP &L THE CONNECTION FOR THIS SERVICE AND REVISE INTERRUPTING CAPACITY AVAILABLE PRIOR INSTALLATION OF ALL DISCONNECTING DEVISES, AND INCREASE THE INTERRUPTING CAPACITY IN PANELS AND DISCONNECTING DEVISES IF REQUIRED. PART 3 - EXECUTION: 1 - CONDUIT RUNS, RACEWAYS AND PIPING SHALL BE CONCEALED IN WALLS, CEILINGS, SLABS AND PARTITIONS; NO RACEWAYS SHALL BE EXPOSED WITHIN INTERIOR SPACES EXCEPT FOR OPEN CEILING AREAS. 2 - GROUNDING AND BONDING SHALL COMPLY WITH "NEC 250, 680 -24 & 25 ". ALL METALLIC RACEWAYS SHALL BE GROUNDED AND BONDED PER "NEC 250 ". NON- METALLIC RACEWAYS SHALL BE PROVIDED WITH A GROUNDING CONDUCTOR SIZED PER "NEC 250 -95 ". PROVIDE 1 #8 SOLID BOUNDING CONDUCTOR TO CONNECT ALL METAL PARTS AT THE POOL SUCH AS POOL REINFORCE STEEL, METAL JB'S, PUMP MOTORS, METAL CONDUITS, LIGHTING FIXTURES, METAL SHIELD PRIMARY AND SECONDARY WINDING OF POOL TRANSFORMERS, POOL STAIRS, ETC. TO COMPLY WITH 1996 NEC CODE SECTION 680 -22. - MOTORS TRANSFORMERS AND MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH GREENFIELD FLEXIBLE CONNECTIONS, WATERLIGHT WHERE EXPOSED TO MOISTURE AND WEATHER CONDITIONS. SIN TTOR TRANSFORMERS AND MECHANICAL EQUIPMENT FOR THE POOL AND JACUZZI PER C 4 - OUTLETS AND ANY OTHER EQUIPMENT INSTALLED IN POOL AREA SHALL BE INSTALL AT A MINNIMUN DISTANCE OF 10' -0" FROM POOL'S EDGE OR AS PER 1999 NEC CODE SECTION 680. NOTE: SMOKE DETECTORS SHALL BE 110V WITH BATTERY BACK -UP AND INTER- CONNECTED FROM KITCHEN OR BATH LIGHTING CIRCUIT AHEAD OF ALL SWITCHES. GENERAL NOTE: ALL ELECTRICAL OUTLETS ON DEMISE FIRE RATED PARTITIONS SHALL NOT BE LOCATED BACK -TO -BACK BUT WITH A MINIMUM DISTANCE OF 24" IN BETWEEN. NOTE: ALL SMOKE DETECTORS SHALL BE INTERCOWNER BE'T'WEEN THEM. THE ACTIVATION OF ANY SMOKE DETECTOR SHALL ACTIVATE THE OTHERS. 1 - #1 /0 C.U. GROUND IN 1" COND. TO 2 -5/8 "X10" CONNECTED TO C.W.P. AND BUILDING STEEL FOUNDATION. GROUND 5 METALLIC WATER PIPE �b d 3 #400 MCM CU IN 2 1 /2 "C. TO FP &L. (SEE NOTES #7 & #8 OF PART 1 AND #5 OF PART 2 ON THIS SHEET) METER O 400 3 #2 THW CU IN 2 "C. 100A, 2401k' 22 KAICN \E.C.B 225A, 240VV 22 NEMA �\ 3- x8'x48 GUTTER MAIN a 1 OF 3 3 #400 MCM THW CU IN 2 1 /2 "C. MAIN ❑ 2 OF 3 3 #4/0 THW CU IN 2 1 /2 "C. NEMA 3R MAIN 3 OF 3 3 #4/0 THW CU IN 2 1 /2 "C. 3 #6 THW CU IN 1 "C. 30A, 240V KAICN 3; 3 #2 THW CU IN 2 "C. TO POOL EQUIPMENT. PROVIDE & INSTALL DISCONNECT. (COORDINATE LOCATION OF DISCONNECT WITH POOL CONTRACTOR) PANEL " PANEL » ELF CTRICAL NOTES AND RISNR SCALE: 1/4 ":1'0" H O 0 di Cr) Frj cu C\2 U CYD C\2 z project no. date: 07/22/02 drawn by: DAS checked by:DFG approved by:DFG REVISIONS no. /item /date SHEET I 11 3 0F3 AS BUILT PLAN MIAMI SHORES FLORIDA 33138 (305) 759-3919 260 NE 99 ST. FIRST FLOOR PLAN SCALE: 1/4" = L -28 L-28 L -28 PORCH SECOND FLOOR PLAN SCALE: 1/4" = LIVING ROOM / PADDLE FAN W /LTS 3W 3W 3 L -27 311 3W L -3 L -26 CHANDELIER J L -26 DINING ROOM L -27 BEDROOM PADDLE FAN / ` W /LTS L -29 t)) PADDLE FAN / ` W /LTS BEDROOM TERRACE L -30 PORCH CAR -PORT GARAGE FLOOR PLAN SCALE: 1 /4" = 1' -O s ki $3W �Pp 11" ci? 0 ECB 0 C. NO SCALE P -12 ELECTRICAL LEGEND 120 V TOGGLE SWITCH, SINGLE POLE. ( +48" AFF UNLESS OTHERWISE NOTED). VOLTAGE AS PER CIRCUIT DESIGNATION. LETTER "M" INDICATE MOTORIZED RATED, 120 V THREE WAY TOGGLE SWITCH, SINGLE POLE. ( +48" AFF UNLESS OTHERWISE NOTED). VOLTAGE AS PER CIRCUIT DESIGNATION. DIMMER SWITCH, SINGLE POLE. ( +48" AFF UNLESS OTHERWISE NOTED.) LOAD AS PER CIRCUIT LOAD, DO NOT OVERLOAD DIMMER OVER 80% OF DIMMER RATED CAPACITY. GROUNDED TYPE DUPLEX RECEPTACLE, WALL. ( +18" AFF UNLESS OTHERWISE NOTED.) LETTER "D" DESIGNATION MEANS DEDICATED; LATTER "I" DESIGNATION MEANS ISOLATED GROUND. GROUNDED TYPE DUPLEX RECEPTACLE, WALL. ( +4" ABOVE COUNTER UNLESS OTHERWISE NOTED.) LETTER "D" DESIGNATION MEANS DEDICATED; LATTER "I" DESIGNATION MEANS ISOLATED GROUND. GROUNDED TYPE DUPLEX RECEPTACLE, WALL HALF SWITCHED. JUNCTION BOX. INSTALL FAN TYPE JUNCTION BOX (FOR 50 LBS) IN ALL FANS. TELEPHONE OUTLET, WALL. ( +18' AFF) T.V. OUTLET CABLE CONDUIT CONCEALED IN OR UNDER FLOOR SLABS. CONDUIT CONCEALED ABOVE CEILING OR IN WALL. PANEL p DISCONNECT SWITCH. 2 POLES, 240V ENCLOSED CIRCUIT BREAKER GROUND CONNECTION. ELECTRIC MOTOR CONNECTION. WALL SCONCE (TO BE SELECTED) DOWN LIGHT (TO BE SELECTED) UNDER CABINETS 2' FLUORESCENT LAMP. PENDANT LIGHTING 2ND FLOOR HALL DELUXE SECURITY FLOOD LIGHTS DIRECTIONAL LIGHTING (WALL WASHER) STD. SURF. MTD. FIXT. INTERCOM. (BY OTHERS) ELECTRICAL LIGTHIN G PLAN SCALE: 1/4”:1'0" o. O O 00 tld O 00 cy) PLI Q x O m 00 Qi O a H W c o O <a C.) O z 0 N co U O CYD project no. date: 07/22/02 drawn by: DAS checked by:DFG approved by:DFG REVISIONS no. /item /date SHEET I ' I ' o 20F3 (vim lgooef 0d c t 0 4 . k,\'r (., o `r 16 • 20 p�ve.rie r r 29.8' ZZ pAa1Cwi1 L o T (.AG 'M I sToRY 4. wta 134) . 1 i i 2' p can io'it �s �.. • 1 t, 4 h i a rf► 1 a - 1 r0(, f'{ w FrDJO Oat ‘ w-0ei pipe 31 P4vartEaT 1 LE4A144,04SCAIP1ION tke■T$4, 5 A$I 8110R1i$ szclibti ticff AT PAG1i1 104, Ql? 4 •D, ts$ 1 .4 ; UST, (21f, t‘pri 4, , atocK OP to- Aet;(1$1.:4 T118 PLAT Tliga4OF ; t11$ POOLI(1 Iii$CORD 4 pit kitArti pitba 014QA NO, 14431 f`lteet 13CX)10 i'xT" 3;11Yt9g$ o FQI4IOA 1Y, •- • FO,RIP 301 511 AINIMAP.D. 6Q u 59th' 8 t‘O_Ot MAkit $liogt41 /) CERTIPtED Toi X$1314 80811AP DU ARO A, MAMMA C988Y 8. ROMS as (went f0,r Attorn9y Titlo. insurance fund ATIOHNWS TiTt$ OSURANCE ?ONO, INC. LOAUCITY. COM 600 14 We$t$110g0 8 10 1 204 Tampa, VL. 1360) Au Atii.gt!tbt.p PA titt pit MIAMI ligC010.€1) IN PLAT BOOK COUNQY, igt„oftlo4. DATitt jUNS, 1•, 400,2 AS $1104111 -P$OPO,TY 1.0CA1131) It 0911 ZON1t1 4.41 2ANgro 003 J 01.1141.11ITY NO. 12945„J, RATS QP JULY 11, .,.4tla 04.00 c•Plitrtt- PiMt THE 4 wAv pAsi 3.010i Rto(iscifiq 11,gettil M• v.14014 0 .1t,.. 08,4*CI atal or 1514oKsEtz ANO Tao* .4$11 tooliditstpioll' UN .§.1101 7.110RgOil. T/113 VAVAY 14E4131-4Otti T,/tqt1N1qAto ,§ f?rif- tti.0-t 0111,01k sOAR0 0;0 wp,4siRviktyg Tea tot wkottAPA ;i CoRt PUR„$UANT 'ft/ 473.02/ PLO .e""'"" 4 f .-• Go A re ‘f 7 oe'/ 1.‘(__ 10 -7 . 4 T Z1-1 tad) 1 7 0 / 1 f i l l‘ 71 ›..• to2.1 eooetas Nit cr c 1 -t* 10 pot.qtsvr • • • , • )4 61MA6ss 1 5 1'0 AI 1 t,o t 4- a• 1 ( 1 ...[ 1 /..o 0 • • 4 • • • • • 4 • 1J 0 a 3 l:I Jfi t- 144 1 ) pipe .• • A ) ("or 1 / • i EVIII gt ' ul 2 • 9 1, 5' -0„J MIN. FROM PROPERTY LINE CONDENSATE SOAKAGE PIT FROM UNIT #1 ON SECOND FLOOR ■ ■ ■ ■ ■ SECOND FLOOR PLAN SCALE: 1/4" = 1' -0" PORCH FIRST FLOOR PLAN SCALE: 1/4" = 1' -0" LMNG ROOM RL RL DINING ROOM BEDROOM CAR -PORT CU NOTE: CU SHALL BE LOCATED ® 10' -0" MIN. FROM PROPERTY LINE. 3/4" CD. TERMINATE ® 8 "AFF. WALL CAP EF -1 BATH SCALE: 1/4" =1 125 CFM c= EF -1 Ca 8'224' . i IMMIX 8"0 • • • • • • • : •• • • GUEST ROOM MINI SPLIT CL 8 "0 w GARAGE FLOOR PLA WALL CAP HVAC SYMBOLS SUPPLY AIR DIFFUSER MECHANICAL PLAN SCALE: 1/4 " :1'0" TOTAL CAR CAPACITY =1 100 CFM /CAR =100 TOTAL CFM PROVIDED =258 CFM EF -2 EXHAUST FAN FIBERGLASS A/C DUCT FLEXIBLE A/C DUCT THERMOSTAT, INSTALL 48" A.F.F. GARAGE 0-- - - RL - -- -0 REFRIGERATION LINES. PROVIDE "L" COPPER LINES FOR REFRIGERANT. PROVIDE 8" PVC SCH -40 SLEEVE. PROVIDE A MIN. OF 3/4" PERMAFLEX INSULATION ON GAS LINE. MIN. 0.D. OF GAS LINE TO BE 1 -1/8" MIN. O.D. OF LIQUID LINE TO BE 3/8 ". INTERLOCK CONTROL OF EACH EXHAUST FAN TO LIGHT SWITCHES EACH BATHROOM & GARAGE TERMINATE ®8" AFF FOR GARAGE AREA. TERMINATE W /GOOSNECK & INSERT SCREEN. INSTALL 6 "0 DUCT. MECHANICAL : CHEN & DRYFR Ti`Ytl r + +�+T NOTF SEE NOTE #10 OF GENERAL NOTES ON PAGE M -2. MATERIAL 18 GAUGE GALVANIZED STEEL. CONSTRUCTION, ALL CONTINUOUS LIQUID TIGHT EXTERNAL WELDS. o :/, / / a project no. date: 07/22/02 drawn by: DAS checked by :DFG approved by:DFG REVISIONS no. /item /date SHEET Almf 1 OF 2 SPLIT SYSTEM SCHEDULE AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA MARK *THANE MODEL NUMBER CFM HEATER FAN ELECTRICAL MARK *TRANE MODEL NUMBER COMPRESSOR ELECTRICAL MAX C U FUSE CAPACITY �`, EER TOTAL OA KW STEP ESP AMPS VOLTS -PH -HZ NO. TONS FLA VOLTS -PH -H2 TMBH - -- AHU -1 4TTE3F 0A 49A100 1200 -- 4.8 1 0.60 2.10 230/60/1 CU -1 4000TTX4A 030A 1 1 3.0 10.00 230/60/1 25 38.00 29.10 14.75 AHU -2 4TTOFOA 1000 -- 4.8 1 0.60 2.10 230/60/1 CU -2 4TTX4030A 1 2.5 10.00 230/60/1 25 32.00 24.60 15.00 WALL MOUNTED MINI SPLIT SYSTEM SCHEDULE AIR HANDLING UNIT AIR COOLED CONDENSING UNIT SYSTEM DATA FUJITSU MODEL NUMBER CFM HEATER FAN ELECTRICAL FUJITSU MODEL NUMBER COMPRESSOR ELECTRICAL MAX U FUSE CAPACITY EER TOTAL OA KW STEP ESP AMPS VOLTS -PH -HZ NO. TONS FLA VOLTS -PH -HZ TMBH SMBH ASU12C1 - -- -- -- 1 -- 4.30 1 20/60/1 AOU12C1 1 1.00 11.00 120/80/1 16 12.00 12.00 11.00 FAN SCHEDULE MARK MODEL NUMBER CFM ESP AMPS ELECTRICAL VOLTS -PH -HZ DRIVE RPM TIP SP SONES REMARKS EF -1 NEWTON QT -80 80 0.126 0.80 A 120 -1 -80 DIRECT 1,600 - -- 3.4 1,2,3,4 EF -2 GREENHECK SE1 -8 -DGEX 268 0.100 3.00 A 120 -1 -60 DIRECT 1,060 - -- 3.5 3,4,6 HVAC DESIGN REQUIREMENTS YES NO DUCT SMOKE DETECTORS X FIRE DAMPERS X SMOKE DAMPERS X FIRE RATED ENCLOSURE CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X HEATING - VENTILATING & AIR CONDITIONING NOTES AND SPECIFICATIONS 1- PROVIDE AND INSTALL A COMPLETE AIR CONDITIONING SYSTEM AS SHOW ON PLANS WITH WORKMANSHIP TO MEET OR EXCEED ALL LOCAL CITY CODES. OR S.F.B.C. CODES WHICHEVER APPLIES, AND INCLUDING THE LATEST EDITION OF THE FLORIDA STATE ENERGY CODE REQUIREMENTS SUPERSEDE ALL OF THE FOLLOWING. 2- ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST ISSUE OF NFPA 90A, 90B, 70 SMACNA MANUALS. 3- IT IS NOT THE INTENT OF THESE PLANS TO SHOW VERY DETAILS OF CONSTRUCTION. CONTRACTOR IS EXPECTED TO PROVIDE ALL ITEMS THAT ARE REQUIRED FOR A COMPLETE AND WORKABLE HVAC SYSTEM TO THE EXTEND TO WHICH THE PLANS INDICATE. IT IS THE CONTRACTOR RESPONSIBILITY TO FURNISH ALL NECESSARY LABOR, MATERIALS AND MISCELLANEOUS ITEMS TO PLACE ALL EQUIPMENT IN PROPER WORKING ORDER. 4- CONTRACTOR SHALL EXAM THE PLANS AND SPECIFICATIONS OF ALL TRADES FOR PARTS OF WORK. IF ANY DISCREPANCIES EXIST BETWEEN DRAWINGS FOR HIS WORK AND OR WORK OF OTHER TRADES, HE SHALL REPORT SUCH DISCREPANCIES TO THE ENGINEER AND OBTAIN WRITTEN INSTRUCTION FOR ANY CHANGES IN WORK COVERED BY THESE PLANS AND SPECIFICATIONS. NEGLECT OR FAILURE OF CONTRACTOR TO REPORT SUCH DISCREPANCIES TO THE ENGINEER PRIOR TO BIDDING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 6- CONTRACTOR SHALL PROVIDE ALL FEES, PERMITS AND INSURANCE AND SUBMIT TO THE OWNER AN UNCONDITIONAL WRITTEN GUARANTEE FOR THE REPAIR OR REPLACEMENT OF DEFECTIVE WORKMANSHIP AND MATERIALS PROVIDED UNDER THIS CONTRACT FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE BY THE OWNER. 6- CONTRACTOR SHALL SUBMIT TO THE OWNER THE FOLLOWING SHOP DRAWINGS AND PRODUCT DATA PRIOR TO ORDERING OR COMMENCING WITH THE WORK: A- DUCT MATERIALS AND ACCESSORIES B- DIFFUSERS, GRILLS AND REGISTERS. C- FIRE DAMPERS. D- ALL EQUIPMENT SUCH AS A.H.U., C.U., FANS, VAV'S, THERMOSTATS ETC. 7- THE FIVE YEAR FACTORY WARRANTY OF THE COMPRESSOR MOTORS SHALL BE FILLED OUT IN THE NAME OF THE OWNER. THIS CONTRACTOR SHALL ALSO FURNISH TO THE OWNER ALL CERTIFICATES OF FINAL INSPECTIONS AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. THE INSTALLATION ACCEPTANCE FORMAT WHICH ACCOMPANIES THE EQUIPMENT FROM THE FACTORY SHALL BE FILLED OUT AND FURNISHED TO THE OWNER. 8- THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND INSTALLING THE NECESSARY CONDENSATE DRAIN LINE FROM THE APPARATUS TO THE EXTERIOR OF THE BUILDING WHETHER SHOWN ON PLANS. UTILIZE PVC OR COPPER MATERIAL DEPENDING THE CEILING FIRE RATING OR THE USE OF A RETURN AIR PLENUM, CONSULT LOCAL CODE REQUIREMENTS. CONDENSATE DRAIN PIPING SHALL BE INSULATED WITH FIRE RESISTIVE 3/4" THICK FOAM PLASTIC INSULATION. 9- WHERE CALLED FOR ON PLANS OR THE USE OF FIBERGLASS IS APPROVED BY LOCAL CODE REQUIREMENTS, FIBERGLASS DUCT SHALL BE 1 1/2 THICK RIGID FIBROUS GLASS WITH ALUMINUM FOIL. GLASS SCRIM AND DRAFT OR PLASTIC JACKET VAPOR BARRIER. THE "K" VALUE OF THE DUCT SHALL BE 0.23 BTU /IN /SQ. FT. /DEG F /HR. MINIMUM RATING AT 75 DEGREES. R -6 MIN. 10- EXHAUST DUCTS SHALL BE GALVANIZED STEEL LOCK FORMING QUALITY, HAVING ZINC COATING OF 1.25 OUNCES PER SQUIRE FOOT FOR EACH SIDE. 11- REFRIGERANT LIQUID LINES BELOW 6/8" 0.D. SIZE TO BE ACR TYPE L. SOFT COPPER LIQUID LINES 6/8" 0.D. AND LARGER AND ALL SUCTION LINES SHALL BE ACR TYPE L HARD COPPER, 15% SILFLOS TO BE USE FOR WELDING OF REFRIGERANT PIPING ALL SUCTION LINES TO BE INSULATED WITH A MINIMUM 1/2 THICK ARMAFLEX OR EQUAL ROUGH -IN AND PRESSURE TEST ALL REFRIGERANT LINES WITH A 75 PSI PRESSURE, PRIOR TO CLOSING OFF THE REFRIGERANT LINES TO HOLD CHARGE FOR A MINIMUM OF 24 HOURS SIZE OF REFRIGERANT LINES TO BE AS PER MANUFACTURER RECOMMENDATIONS FOR THE ACTUAL LENGTH OF PIPE. 12- CONTRACTOR TO VERIFY EXISTING FIELD CONDITIONS BEFORE BIDDING THE PROJECT, FAILURE TO DO WILL RESULT THAT NECESSARY FIELD MODIFICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 13 -ALL EQUIPMENT SUPPORTS SHOWN ON PLANS ARE DIAGRAMMATIC AND REQUIRE APPROVAL OF ARCHITECTS, STRUCTURAL ENGINEER AND EQUIPMENT MANUFACTURER PRIOR TO HANGING. 14- CONTRACTOR TO VERIFY WITH THE ARCHITECT OF RECORD THE CEILING /FLOOR FIRE RATING TO DETERMINE REQUIREMENTS FOR FIRE DAMPERS, BEFORE BEGINNING WORK. 15-THERMOSTAT TO BE MANUFACTURED BY HONEYWELL OR EQ. THERMOSTAT LOCATION TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION . 16-A/C CONTRACTOR TO VERIFY WITH ARCHITECT THE UNITS EER RATING REQUIRED BASED ON FLORIDA ENERGY CODE COMPLIANCE HVAC NOTES AND DETAILS SCALE: N.T.S. TEST AND BALANCE NOTE: 1. THIS CONTRACTOR SHALL PROVIDE A INDEPENDENT TEST AND BALANCE WHERE INDICATED ON THIS DRAWING TO ASSURE THE REQUIRED AMOUNT OF "CFM" ARE PROVIDED AND NOTIFY OF ANY CONFLICT TO REACH THE AMOUNT OF "CFM" REQUIRED. INSULATION NOTE:) PROVIDE MINIMUM INSULATION OF R -4 IN WALLS R -30 IN CEILING. 1. PROVIDE FACTORY PRE - FABRICATED SOUND ATTENUATION ROOF CURB 2. PROVIDE DISCONNECT SWITCH 3. PROVIDE FAN SPEED CONTROLLER MOUNTED ON UNIT CASING 4. BACKDRAFT DAMPER 6. PROVIDE WALL HOUSING WITH OSHA GUARD AND EXHAUST GRILL. 1 NOTES: 1 1.- PROVIDE THERMOSTAT WITH SUB -BASE. 2.- PROVIDE SOLENOID VALVES, ACCUMULATORS AND OTHER ACCESSORIES RECOMMENDED BY MFGR. FOR PROPER OPERATION. 3.- APPROVED EQUAL MANUFACTURERS ARE ACCEPTABLE. 4.- PROVIDE ACRYLIC COATING bN ALL PARTS OF AHU'S AND CU'S INCLUDING COILS AND FINS. 1 SPECIAL NOTE: 1.- MAXIMUM LENGTH ON DRYER DUCTS TO BE 25' W/ 2 ELBOWS MAXIMUM. 2.- PROVIDE 4" CLEARANCE IN ALL AHU ENCLOSURES. + USE TRANE MODEL OR EQUAL TO MATCH ALL SPECIFICATION REFRIGERANT LINES PITCH= 1 /8 " /FT. 8" PVC PIPE ALUM. WEATHER CAP SOLDER TO DUCT CONCRETE SLAB PIPE SUPPORT ���'C��T��)C�T'oao °� o °° 0 .B °° • • d / ;\J / � �� � / / �� % � / / �j � ° o ° ° ° \ Y \‘ \/ ': / // ' ' ° 0 03 ° i \ i \ / / //\ / / \ \ //\ \ \ /��(1 CRUSHED R��I \ \TE BOX / \ \ / \ \ /\ \\ '4\1 TYPICAL UNDERGROUND PIPE CHASE NTS BATH & DRYER EXHAUST INSULATION SLAB N.T.S. (DRYER EXH. DUCT TERMINATION) 4 0 0 DRYER EXH. DUCT -%-- 8" MIN. TYPICAL TURNING VANE ON ALL ELBOWS CORNER ANGLE TYPICAL FIBERGLASS DUCT SUPPLY DUCT CONDENSING UNIT MOUNTING DETAIL N.T.S. RETURN AIR WALL DRAIN FROM SECONDARY DRAIN PAN LINE TO RESERVOIR ATTACHED TO SIDE OF #HU. AND CONSTR. OF 0.0 PAN TO BE MIN. 1 -1 2 DEEP 787 GALV. SHT METAL W FLOAT SWITCH . N.T.S. lr � CONDENSING UNIT BOLTED TO CONCRETE PAD TO WITHSTAND HURRICANE FORCE WINDS ISOMODE PAD. AT EACH CORNER OF UNIT SIZE AS PER MANUFACTURER'S RECOMMENDATIONS. t STRAP ANCHORED TO PAD & CU W /1/4" ANCHOR BOLT EA. STRAP '- 2 EMBEDMENT ELBOW TURNING VANE DETAIL N.T.S. 7 Z 8" CONCRETE PAD TYPICAL AIR HANDLING UNIT CEILING FLEX- CONNECTION AIR HANDLING UNIT REFRIGERANT LINES CONDENSATE DRAIN NEOPRENE PAD STEEL i ANGLE FRAME vQ /J // , & Z N O CO C7. Cr) CO co Q w r O W co N O In • crl rzi • CO Z O <4 W a U • o O Z z 0 CV \ z project no. date: 07/22/02 drawn by: DAS checked by:DFG approved by:DFG REVISIONS no. /item /date SHEET M o� 2 0F2 1 S LI K1 r7 A g ( f 4 J DL pA 1.0 1 • to 100 4 164 TOR.'y eeocetia. Nt ?Go 10.4 •„„_, : i r 43 / litit6 ksit.of (3 1 ‘, 0 10 pito./ ife 1■0 L'y 1 6. A G e, 0 to 0 5 roxy to fecp l_q „ I.+ 1 (' p 14%1 \ r Aki T ) 4 o o QC X-icv4 0 n . 4 a 4 -a/t. I 0 tik f ,z19. - i .f 4 1 40,4 p p e i1 IQ 04.- 0 crr CEIATUIED TO: X.$UH a t 4BU/%1 D 4D.QA1pq A i )40110411A RO MM air . agent for Attorney's Title InauEai fu. d:' ATTORNEY'S ,TIM-INSURANCE FUND, INC. LOA,NCX `Y. cot coo N..WG 000 Blvd i 204 Tampa, PL. 13609