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(.... oLi ? , 14.- /7 .p /a,,. + S ( o- %,0 v)04,) silk c4)/ 3; f � j /5 iSIhi. c'_Rc- te) F o( i) A .1 4/ N if t / '-! - _ 5 .. pAint,.)1 %del, fig? /,ti 37 jff\ � � ut e 5 5 .,c t o FIXTURE CONNECTION SCHEDULE ITEM WASTE & SOIL WATER COLD HOT WATER CLOSET 3 "© 1 /8 " /FT. 1/2" JOB NO. 01 TUB 2 "® 1 /4 " /FT. 1/2" 1/2" LAVATORY 1 1/4 " ®1/4" /FT. 1/2" 1/2" HOSE BIBB 3/4" SHOWER 2 "© 1/4" /FT. 1 /2" 1/2" KIT. SINK 1/2" 1/2" WASHER 2 "9 1/4" /FT: 1/2" 1/2" LAUNDRY SINK 2 "© 1/4" /FT. 1/2" 1/2" WC = t5 GALLON PER FLUSH PLUV VALVE B SANITARY WASTE SANITARY VENT COLD WATER HOT WATER HOSE BIBB \G LF -GE \D PLUMBING NOTES 1. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "SOUTH FLORIDA BUILDING CODE ", CHAPTER 46, LOCAL ORDINANCE AND IN COMPLIANCE WITH "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. 2. CONTRACTOR TO VERIFY AT SITE LOCATION THE ELEVATION AND SIZE OF EXISTING WATER AND SEWER MAINS FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH COAT OF BITUMINOUS COMPOUND ( "BITUSMATIC" OR EQUAL) BEFORE COVERING. ALL UNDERGROUND COPPER PIPING SHALL BE FULLY SLEEVED. 4. PROVIDE SHUT -OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS WITH HOSE -END CONNECTION. 5. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS. 6. PLUMBING FIXTURES SHALL BE "AMERICAN STANDARD" OR APPROVED EQUAL. ALL FIXTURE TRIM SHALL BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES SHALL SLOPE 1/8" PER FOOT. UNLESS OTHERWISE NOTED. 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION AND AT BOTTOM OF STACKS CLEAN OUT LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 9. VENT LINES SHALL EXTEND 6" MIN. ABOVE ROOF AND FLASHED WITH LEAD OR CONNECTED TO EXISTING VENT LINES. 10. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. 11. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, BRANCHES, GROUPS OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. PIPING MATERIALS 1. SANITARY WASTE, VENT AND STORM DRAIN: BELOW GROUND: "CAST IRON ", SERVICE WEIGHT, PIPE, & FITTINGS ACCORDING TO ASTM A -74 HUB & SPIGOT OR, ABOVE GROUND: "CAST IRON ", SOIL PIPE, "HUBLESS ", ACCORDING TO CISPI- 301 -78, ASTM A -74, WITH STAINLESS STEEL SHIELD AND CLAMPS OVER NEOPRENE SEALING SLEEVE. ALTERNATE: THE PLUMBING CONTRACTOR MAY ELECT, IF APPROVED BY OWNER, TO USE THE FOLLOWING MATERIAL SPECIFICATION FOR WASTE, VENT AND STORM DRAIN SYSTEM: POLYVINYL CHLORIDE (PVC) PIPE & FITTINGS (SCHEDULE 40). MATERIAL SHALL COMPLY WITH D -1784, TYPE 1, GRADE 1 COMPOUND. PIPE SHALL COMPLY WITH ASTM D -1785. FITTIINGS SHALL COMPLY WITH ASTM D -2467 SOCKET TYPE. SOLVENT CEMENT SHALL COMPLY WITH D -2564. 2. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "PVC" SCHEDULE 40 PIPE & FITTINGS. 3. DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND, FULLY SLEEVED, PIPE ACCORDING TO ASTM B -42. TUBE ACCORDING TO ASTM B -88. ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM Al20 -68. 4. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B -88 BRONZE GATE VALVES. 5. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. DOMESTIC WATER PIPING 1. PIPE HANGERS AND SUPPORTS: PROVIDE ADJUSTABLE HANGERS, INSERTS BRACKETS, ROLLS, CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES AND COVERING TO RUN CONTINUOUSLY THROUGH HANGERS. 2. SPACING AND SIZES A. HORIZONTAL CARBON STEEL PIPE PIPE SIZE ROD DIAMETER UP TO 1-1/4" 3/8" 8' 1-1/2" & 2" 3/8" 10' B. HORIZONTAL COPPER PIPING PIPE SIZE ROD DIAMETER UP TO 1" 1 -1/4" & 1 -1/2" 2" 3/8" 3/8" 3/8" MAXIMUM SPACING MAXIMUM SPACING 6' 6' 8' 111111111111■ X AIR GAP. Wat PLAN VIEW 3' -6" TOP SHALL BE REINFORCED WITH 3/8" STEEL RODS ON 6" CENTERS EACH DIRECTION FINISHED GRADE MANHOLE 22" DIA. MANHOLE 22" DIA. -r- j8" AIR SPACE INSULATED HOT WATER HEAT TRAP VENT STACK MIN. 4" OF COVER I' -6" 4' -10" NOTE: OUTLET, INLET, TOP, AND MANHOLES TO BE SEALED AND MADE WATERPROOF u2„ 9' 3" SECTION A -A 1050 GAL. SEPTIC TANK W /TRAFFIC LID N.T.S X12" MIN LINE W/ 3/8" ARMAFLEX UNIONS AT SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL MIN. 1 MAX. 2 "W /H DRAIN & RELIEF LINES BELOW GRADE. NOTE: PROVIDE ANTI - SCALDING VALVE AT HOT WATER CONNECTIONS TO ALL TUBS AND SHOWERS. n 4 -0 1 NOTE: PRIOR TO COMMENCING W /WORK CHECK ALL EXIST. CONDITIONS TO ASSURE A PROPER NEW INSTALLATION AS PER DWG. VISIT THE SITE TO ACQUAINT YOUR SELF W /ALL CONDITIONS, AS CHANGE ORDERS WILL NOT BE ALLOWED FOR YOUR FAILURE TO DO SO. COORDINATE W /ALL OTHER TRADES AND REPORT DISCREPANCIES TO ARCHITECT. NOTE: ANY VENT PIPE WITHIN 10' -0" OF ANY DOOR, WINDOW, OR EXHAUST OPENINGS SHALL EXTEND NOT LESS THAN 3' -0" ABOVE SUCH VENT THRU ROOF DETAIL N.T.S. # 4 BARS 6" O/C E.E WITH CONTINUITY AROUND rt #-4 BARS 6" 0/C E.E WITH CONTINUITY AROUND CORNERS FOR WALLS & FLOOR NOTE: 3000 PSI, 1 3/4"Xl 2" AIR CH. INLET & OUTLET CONNECTIONS S COLD WATER LINE. SEE DRAWING FOR SIZE AND SPECIFICS. WH SOV TO BE SAME SIZE AS THE PIPE IT SERVES WATER HEATER - SEE SPECIFICATIONS FOR CAPACITY AND HEATING ELEMENTS INFORMATION ASME RATED P &T RELIEF VALVE 28 DAYS CONTINUE P &T RELIEF LINE TO RELIEF RISER TO BE TERMINATED 12" FROM BLDG. EXTERIOR. PROVIDE A 2" HIGH GALVANIZED METAL SAFEPAN -� FOR A WATER HEATER LOCATED ABOVE GROUND FLOOR SLAB CONTINUE 1" DRAIN LINE \ TO BLDG. EXTERIOR. " MIN. 2 "W /H DRAIN & RELIEF LINES TO BE TERMINATED 12" FROM BLDG EXTERIOR. Heater Detail nts TURN HEAD PIPE DOWN INTO STACK ROOFING ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED FINISHED GRADE DRAINFIELD DETAIL W /PERFORATED POLY ETHYLENE TUBING N.T.S. EXIST. 1"CW BELOW GRADE - FROM WATER METER. FIELD VERIFY. CONNECT NEW 1 "CW PIPE TO EXIST. 1 "CW PIPE AT THIS POINT. FIELD VERIFY. EXIST FIELD 1 "CW RISER UP TO CLG. CW MAIN SOV. VERIFY. O 3 /4 "HB W /SOV & VAC. BREAKER. D EXISTING BATHROOM 1"CW AT CLG. SCAL FLTURE WHIRPOOL W /FOUNTAIN BY OTHERS EXISTING GARAGE 1/2"CW PIPE AT CLG. XIS WH, EXISTING GUEST BEDROOM 4"©1/8"/FT-7FU. 1/2"CW TO REF. OPO 3 1 /4" S DBL. OVEN O 0 O 0 00 REF. EXIST 3 "SAN -7FU IOTAL FIELD VERIFY. 1 K.S.K 2FU. 1"CW AT CLG. 1/2"CW,HW DN IN WALL ' TO 1 /2 "CW,HW DN IN SLAB. NEW HALLWAY ED NG 7 0 " DW. 0 NEW KITCHEN FUTURE POOL WASH 4FU. EXISTING DINING ROOM 17 AN 1/2"CW,HW TO UP K.S.K. 3 "ISLAND VENT. 3 " ©1 /8 " /FT -2FU. 4 "01 /8 " /FT -9FU. / 4 "®1 /8 " /FT -11FU. --•-2 " ©1 /4 " /FT -2FU. 1 /2 "CW,HW TO WASH. LINE OF EXIST. FLORIDA ROOM 1"CW AT CLG. 1 /2 "HW AT CLG. 2 "VTR. " " EXISTING LIVING ROOM NEW FAMILY ROOM 1 /2 "CW,HW BELOW SLAB SLEEVED IN 2 "SCH. 40PVC. NEW OFFICE 3/4 "C W, H W PIPES AT CLG. 2 C PIPE BELOW GRADE. CORRIDOR 3/4 "CW,HW • 'ES TO /FROM W /H. EXISTING FIREPLACE 100GAL CAPACITY 6KW, 240V, ELECT. W /H. EFF: 0.89 F NEW MASTER BEDROOM 4 " ®1/8 " /FT -11 FU. NQlv A/C #2 EXISTING BEDROOM 2 "W /H DRAIN & RELIEF LINES BELOW GRADE. 1 2 "W /H DRAIN & RELIEF LINES TO BE TERMINATED 12" FROM BLDG EXTERIOR. EXISTING BEDROOM 1/2 "CW,HW TO SHWR. 3 " ©1 /8 " /FT -2FU. 3 "VTR. 3 " ©1 /8 " /FT -10FU. EXIST. 3 "SAN 01/8"/FT-7FU FIELD VERIFY. EXIS ING BAT 00M WALK -IN CLOSET 1/2 "CW,HW AND 2 "VENT. PIPES AT CLG. WC 4FU. SHWR 2FU. NEW LAV 1FU. BATHROOM NEW LAV 1FU. 1/2"CW,HW TO TUB & 1/2"CW TO WC. 4 "®1 /8 " /FT -28FU. F:sI • ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU, P.E. MECH. /ELEC. - #42454 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL 305 - 448 -8828 FAX 305- 448 -7375 e -mail eaiOnetrox.net , • 1 1 1 • • • • • • • • • • s • • 1 • • 2"01 /4"/FT-2FU. 1/2"CW,HW TO E.A. LAV. 1 /2 "CW,HW PIPES AT CLG. 1 /2 "CW,HW AND 2 "VENT. PIPES AT CLG. 2WAY GCO. -4 " ©1 /8 " /FT -28FU. TAN K REVISIONS OWNER SUBMISSION 11 -26 -01 Z J 0 0 0 w CO L w � J LLJ W 0_ 0 0 B UEW SEPT TANK C NEW SEPTA 1050 GAL. CHECKED M.A.C. 2WAY 0 GCO. DATE 10-8-01 NEW DRAIN NEW 571 SD.FT FIELD DRAIN FIELD JOB NO. 01 OF SH EET PLUV VALVE B SANITARY WASTE SANITARY VENT COLD WATER HOT WATER HOSE BIBB \G LF -GE \D PLUMBING NOTES 1. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "SOUTH FLORIDA BUILDING CODE ", CHAPTER 46, LOCAL ORDINANCE AND IN COMPLIANCE WITH "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. 2. CONTRACTOR TO VERIFY AT SITE LOCATION THE ELEVATION AND SIZE OF EXISTING WATER AND SEWER MAINS FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH COAT OF BITUMINOUS COMPOUND ( "BITUSMATIC" OR EQUAL) BEFORE COVERING. ALL UNDERGROUND COPPER PIPING SHALL BE FULLY SLEEVED. 4. PROVIDE SHUT -OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS WITH HOSE -END CONNECTION. 5. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS. 6. PLUMBING FIXTURES SHALL BE "AMERICAN STANDARD" OR APPROVED EQUAL. ALL FIXTURE TRIM SHALL BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES SHALL SLOPE 1/8" PER FOOT. UNLESS OTHERWISE NOTED. 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION AND AT BOTTOM OF STACKS CLEAN OUT LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 9. VENT LINES SHALL EXTEND 6" MIN. ABOVE ROOF AND FLASHED WITH LEAD OR CONNECTED TO EXISTING VENT LINES. 10. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. 11. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, BRANCHES, GROUPS OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. PIPING MATERIALS 1. SANITARY WASTE, VENT AND STORM DRAIN: BELOW GROUND: "CAST IRON ", SERVICE WEIGHT, PIPE, & FITTINGS ACCORDING TO ASTM A -74 HUB & SPIGOT OR, ABOVE GROUND: "CAST IRON ", SOIL PIPE, "HUBLESS ", ACCORDING TO CISPI- 301 -78, ASTM A -74, WITH STAINLESS STEEL SHIELD AND CLAMPS OVER NEOPRENE SEALING SLEEVE. ALTERNATE: THE PLUMBING CONTRACTOR MAY ELECT, IF APPROVED BY OWNER, TO USE THE FOLLOWING MATERIAL SPECIFICATION FOR WASTE, VENT AND STORM DRAIN SYSTEM: POLYVINYL CHLORIDE (PVC) PIPE & FITTINGS (SCHEDULE 40). MATERIAL SHALL COMPLY WITH D -1784, TYPE 1, GRADE 1 COMPOUND. PIPE SHALL COMPLY WITH ASTM D -1785. FITTIINGS SHALL COMPLY WITH ASTM D -2467 SOCKET TYPE. SOLVENT CEMENT SHALL COMPLY WITH D -2564. 2. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "PVC" SCHEDULE 40 PIPE & FITTINGS. 3. DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND, FULLY SLEEVED, PIPE ACCORDING TO ASTM B -42. TUBE ACCORDING TO ASTM B -88. ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM Al20 -68. 4. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B -88 BRONZE GATE VALVES. 5. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. DOMESTIC WATER PIPING 1. PIPE HANGERS AND SUPPORTS: PROVIDE ADJUSTABLE HANGERS, INSERTS BRACKETS, ROLLS, CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES AND COVERING TO RUN CONTINUOUSLY THROUGH HANGERS. 2. SPACING AND SIZES A. HORIZONTAL CARBON STEEL PIPE PIPE SIZE ROD DIAMETER UP TO 1-1/4" 3/8" 8' 1-1/2" & 2" 3/8" 10' B. HORIZONTAL COPPER PIPING PIPE SIZE ROD DIAMETER UP TO 1" 1 -1/4" & 1 -1/2" 2" 3/8" 3/8" 3/8" MAXIMUM SPACING MAXIMUM SPACING 6' 6' 8' 111111111111■ X AIR GAP. Wat PLAN VIEW 3' -6" TOP SHALL BE REINFORCED WITH 3/8" STEEL RODS ON 6" CENTERS EACH DIRECTION FINISHED GRADE MANHOLE 22" DIA. MANHOLE 22" DIA. -r- j8" AIR SPACE INSULATED HOT WATER HEAT TRAP VENT STACK MIN. 4" OF COVER I' -6" 4' -10" NOTE: OUTLET, INLET, TOP, AND MANHOLES TO BE SEALED AND MADE WATERPROOF u2„ 9' 3" SECTION A -A 1050 GAL. SEPTIC TANK W /TRAFFIC LID N.T.S X12" MIN LINE W/ 3/8" ARMAFLEX UNIONS AT SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL MIN. 1 MAX. 2 "W /H DRAIN & RELIEF LINES BELOW GRADE. NOTE: PROVIDE ANTI - SCALDING VALVE AT HOT WATER CONNECTIONS TO ALL TUBS AND SHOWERS. n 4 -0 1 NOTE: PRIOR TO COMMENCING W /WORK CHECK ALL EXIST. CONDITIONS TO ASSURE A PROPER NEW INSTALLATION AS PER DWG. VISIT THE SITE TO ACQUAINT YOUR SELF W /ALL CONDITIONS, AS CHANGE ORDERS WILL NOT BE ALLOWED FOR YOUR FAILURE TO DO SO. COORDINATE W /ALL OTHER TRADES AND REPORT DISCREPANCIES TO ARCHITECT. NOTE: ANY VENT PIPE WITHIN 10' -0" OF ANY DOOR, WINDOW, OR EXHAUST OPENINGS SHALL EXTEND NOT LESS THAN 3' -0" ABOVE SUCH VENT THRU ROOF DETAIL N.T.S. # 4 BARS 6" O/C E.E WITH CONTINUITY AROUND rt #-4 BARS 6" 0/C E.E WITH CONTINUITY AROUND CORNERS FOR WALLS & FLOOR NOTE: 3000 PSI, 1 3/4"Xl 2" AIR CH. INLET & OUTLET CONNECTIONS S COLD WATER LINE. SEE DRAWING FOR SIZE AND SPECIFICS. WH SOV TO BE SAME SIZE AS THE PIPE IT SERVES WATER HEATER - SEE SPECIFICATIONS FOR CAPACITY AND HEATING ELEMENTS INFORMATION ASME RATED P &T RELIEF VALVE 28 DAYS CONTINUE P &T RELIEF LINE TO RELIEF RISER TO BE TERMINATED 12" FROM BLDG. EXTERIOR. PROVIDE A 2" HIGH GALVANIZED METAL SAFEPAN -� FOR A WATER HEATER LOCATED ABOVE GROUND FLOOR SLAB CONTINUE 1" DRAIN LINE \ TO BLDG. EXTERIOR. " MIN. 2 "W /H DRAIN & RELIEF LINES TO BE TERMINATED 12" FROM BLDG EXTERIOR. Heater Detail nts TURN HEAD PIPE DOWN INTO STACK ROOFING ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED FINISHED GRADE DRAINFIELD DETAIL W /PERFORATED POLY ETHYLENE TUBING N.T.S. EXIST. 1"CW BELOW GRADE - FROM WATER METER. FIELD VERIFY. CONNECT NEW 1 "CW PIPE TO EXIST. 1 "CW PIPE AT THIS POINT. FIELD VERIFY. EXIST FIELD 1 "CW RISER UP TO CLG. CW MAIN SOV. VERIFY. O 3 /4 "HB W /SOV & VAC. BREAKER. D EXISTING BATHROOM 1"CW AT CLG. SCAL FLTURE WHIRPOOL W /FOUNTAIN BY OTHERS EXISTING GARAGE 1/2"CW PIPE AT CLG. XIS WH, EXISTING GUEST BEDROOM 4"©1/8"/FT-7FU. 1/2"CW TO REF. OPO 3 1 /4" S DBL. OVEN O 0 O 0 00 REF. EXIST 3 "SAN -7FU IOTAL FIELD VERIFY. 1 K.S.K 2FU. 1"CW AT CLG. 1/2"CW,HW DN IN WALL ' TO 1 /2 "CW,HW DN IN SLAB. NEW HALLWAY ED NG 7 0 " DW. 0 NEW KITCHEN FUTURE POOL WASH 4FU. EXISTING DINING ROOM 17 AN 1/2"CW,HW TO UP K.S.K. 3 "ISLAND VENT. 3 " ©1 /8 " /FT -2FU. 4 "01 /8 " /FT -9FU. / 4 "®1 /8 " /FT -11FU. --•-2 " ©1 /4 " /FT -2FU. 1 /2 "CW,HW TO WASH. LINE OF EXIST. FLORIDA ROOM 1"CW AT CLG. 1 /2 "HW AT CLG. 2 "VTR. " " EXISTING LIVING ROOM NEW FAMILY ROOM 1 /2 "CW,HW BELOW SLAB SLEEVED IN 2 "SCH. 40PVC. NEW OFFICE 3/4 "C W, H W PIPES AT CLG. 2 C PIPE BELOW GRADE. CORRIDOR 3/4 "CW,HW • 'ES TO /FROM W /H. EXISTING FIREPLACE 100GAL CAPACITY 6KW, 240V, ELECT. W /H. EFF: 0.89 F NEW MASTER BEDROOM 4 " ®1/8 " /FT -11 FU. NQlv A/C #2 EXISTING BEDROOM 2 "W /H DRAIN & RELIEF LINES BELOW GRADE. 1 2 "W /H DRAIN & RELIEF LINES TO BE TERMINATED 12" FROM BLDG EXTERIOR. EXISTING BEDROOM 1/2 "CW,HW TO SHWR. 3 " ©1 /8 " /FT -2FU. 3 "VTR. 3 " ©1 /8 " /FT -10FU. EXIST. 3 "SAN 01/8"/FT-7FU FIELD VERIFY. EXIS ING BAT 00M WALK -IN CLOSET 1/2 "CW,HW AND 2 "VENT. PIPES AT CLG. WC 4FU. SHWR 2FU. NEW LAV 1FU. BATHROOM NEW LAV 1FU. 1/2"CW,HW TO TUB & 1/2"CW TO WC. 4 "®1 /8 " /FT -28FU. F:sI • ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU, P.E. MECH. /ELEC. - #42454 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL 305 - 448 -8828 FAX 305- 448 -7375 e -mail eaiOnetrox.net , • 1 1 1 • • • • • • • • • • s • • 1 • • 2"01 /4"/FT-2FU. 1/2"CW,HW TO E.A. LAV. 1 /2 "CW,HW PIPES AT CLG. 1 /2 "CW,HW AND 2 "VENT. PIPES AT CLG. 2WAY GCO. -4 " ©1 /8 " /FT -28FU. TAN K REVISIONS OWNER SUBMISSION 11 -26 -01 Z J 0 0 0 w CO L w � J LLJ W 0_ 0 0 B DRAWN M.M. CHECKED M.A.C. DATE 10-8-01 SCALE AS SHOWN JOB NO. 01 OF SH EET 2 SHEETS PLUV VALVE B SANITARY WASTE SANITARY VENT COLD WATER HOT WATER HOSE BIBB \G LF -GE \D PLUMBING NOTES 1. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "SOUTH FLORIDA BUILDING CODE ", CHAPTER 46, LOCAL ORDINANCE AND IN COMPLIANCE WITH "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. 2. CONTRACTOR TO VERIFY AT SITE LOCATION THE ELEVATION AND SIZE OF EXISTING WATER AND SEWER MAINS FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH COAT OF BITUMINOUS COMPOUND ( "BITUSMATIC" OR EQUAL) BEFORE COVERING. ALL UNDERGROUND COPPER PIPING SHALL BE FULLY SLEEVED. 4. PROVIDE SHUT -OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS WITH HOSE -END CONNECTION. 5. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS. 6. PLUMBING FIXTURES SHALL BE "AMERICAN STANDARD" OR APPROVED EQUAL. ALL FIXTURE TRIM SHALL BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES SHALL SLOPE 1/8" PER FOOT. UNLESS OTHERWISE NOTED. 8. PROVIDE FULLY ACCESSIBLE CLEAN OUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION AND AT BOTTOM OF STACKS CLEAN OUT LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 9. VENT LINES SHALL EXTEND 6" MIN. ABOVE ROOF AND FLASHED WITH LEAD OR CONNECTED TO EXISTING VENT LINES. 10. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. 11. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, BRANCHES, GROUPS OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. PIPING MATERIALS 1. SANITARY WASTE, VENT AND STORM DRAIN: BELOW GROUND: "CAST IRON ", SERVICE WEIGHT, PIPE, & FITTINGS ACCORDING TO ASTM A -74 HUB & SPIGOT OR, ABOVE GROUND: "CAST IRON ", SOIL PIPE, "HUBLESS ", ACCORDING TO CISPI- 301 -78, ASTM A -74, WITH STAINLESS STEEL SHIELD AND CLAMPS OVER NEOPRENE SEALING SLEEVE. ALTERNATE: THE PLUMBING CONTRACTOR MAY ELECT, IF APPROVED BY OWNER, TO USE THE FOLLOWING MATERIAL SPECIFICATION FOR WASTE, VENT AND STORM DRAIN SYSTEM: POLYVINYL CHLORIDE (PVC) PIPE & FITTINGS (SCHEDULE 40). MATERIAL SHALL COMPLY WITH D -1784, TYPE 1, GRADE 1 COMPOUND. PIPE SHALL COMPLY WITH ASTM D -1785. FITTIINGS SHALL COMPLY WITH ASTM D -2467 SOCKET TYPE. SOLVENT CEMENT SHALL COMPLY WITH D -2564. 2. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "PVC" SCHEDULE 40 PIPE & FITTINGS. 3. DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND, FULLY SLEEVED, PIPE ACCORDING TO ASTM B -42. TUBE ACCORDING TO ASTM B -88. ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM Al20 -68. 4. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B -88 BRONZE GATE VALVES. 5. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. DOMESTIC WATER PIPING 1. PIPE HANGERS AND SUPPORTS: PROVIDE ADJUSTABLE HANGERS, INSERTS BRACKETS, ROLLS, CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES AND COVERING TO RUN CONTINUOUSLY THROUGH HANGERS. 2. SPACING AND SIZES A. HORIZONTAL CARBON STEEL PIPE PIPE SIZE ROD DIAMETER UP TO 1-1/4" 3/8" 8' 1-1/2" & 2" 3/8" 10' B. HORIZONTAL COPPER PIPING PIPE SIZE ROD DIAMETER UP TO 1" 1 -1/4" & 1 -1/2" 2" 3/8" 3/8" 3/8" MAXIMUM SPACING MAXIMUM SPACING 6' 6' 8' 111111111111■ X AIR GAP. Wat PLAN VIEW 3' -6" TOP SHALL BE REINFORCED WITH 3/8" STEEL RODS ON 6" CENTERS EACH DIRECTION FINISHED GRADE MANHOLE 22" DIA. MANHOLE 22" DIA. -r- j8" AIR SPACE INSULATED HOT WATER HEAT TRAP VENT STACK MIN. 4" OF COVER I' -6" 4' -10" NOTE: OUTLET, INLET, TOP, AND MANHOLES TO BE SEALED AND MADE WATERPROOF u2„ 9' 3" SECTION A -A 1050 GAL. SEPTIC TANK W /TRAFFIC LID N.T.S X12" MIN LINE W/ 3/8" ARMAFLEX UNIONS AT SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL MIN. 1 MAX. 2 "W /H DRAIN & RELIEF LINES BELOW GRADE. NOTE: PROVIDE ANTI - SCALDING VALVE AT HOT WATER CONNECTIONS TO ALL TUBS AND SHOWERS. n 4 -0 1 NOTE: PRIOR TO COMMENCING W /WORK CHECK ALL EXIST. CONDITIONS TO ASSURE A PROPER NEW INSTALLATION AS PER DWG. VISIT THE SITE TO ACQUAINT YOUR SELF W /ALL CONDITIONS, AS CHANGE ORDERS WILL NOT BE ALLOWED FOR YOUR FAILURE TO DO SO. COORDINATE W /ALL OTHER TRADES AND REPORT DISCREPANCIES TO ARCHITECT. NOTE: ANY VENT PIPE WITHIN 10' -0" OF ANY DOOR, WINDOW, OR EXHAUST OPENINGS SHALL EXTEND NOT LESS THAN 3' -0" ABOVE SUCH VENT THRU ROOF DETAIL N.T.S. # 4 BARS 6" O/C E.E WITH CONTINUITY AROUND rt #-4 BARS 6" 0/C E.E WITH CONTINUITY AROUND CORNERS FOR WALLS & FLOOR NOTE: 3000 PSI, 1 3/4"Xl 2" AIR CH. INLET & OUTLET CONNECTIONS S COLD WATER LINE. SEE DRAWING FOR SIZE AND SPECIFICS. WH SOV TO BE SAME SIZE AS THE PIPE IT SERVES WATER HEATER - SEE SPECIFICATIONS FOR CAPACITY AND HEATING ELEMENTS INFORMATION ASME RATED P &T RELIEF VALVE 28 DAYS CONTINUE P &T RELIEF LINE TO RELIEF RISER TO BE TERMINATED 12" FROM BLDG. EXTERIOR. PROVIDE A 2" HIGH GALVANIZED METAL SAFEPAN -� FOR A WATER HEATER LOCATED ABOVE GROUND FLOOR SLAB CONTINUE 1" DRAIN LINE \ TO BLDG. EXTERIOR. " MIN. 2 "W /H DRAIN & RELIEF LINES TO BE TERMINATED 12" FROM BLDG EXTERIOR. Heater Detail nts TURN HEAD PIPE DOWN INTO STACK ROOFING ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED FINISHED GRADE DRAINFIELD DETAIL W /PERFORATED POLY ETHYLENE TUBING N.T.S. EXIST. 1"CW BELOW GRADE - FROM WATER METER. FIELD VERIFY. CONNECT NEW 1 "CW PIPE TO EXIST. 1 "CW PIPE AT THIS POINT. FIELD VERIFY. EXIST FIELD 1 "CW RISER UP TO CLG. CW MAIN SOV. VERIFY. O 3 /4 "HB W /SOV & VAC. BREAKER. D EXISTING BATHROOM 1"CW AT CLG. SCAL FLTURE WHIRPOOL W /FOUNTAIN BY OTHERS EXISTING GARAGE 1/2"CW PIPE AT CLG. XIS WH, EXISTING GUEST BEDROOM 4"©1/8"/FT-7FU. 1/2"CW TO REF. OPO 3 1 /4" S DBL. OVEN O 0 O 0 00 REF. EXIST 3 "SAN -7FU IOTAL FIELD VERIFY. 1 K.S.K 2FU. 1"CW AT CLG. 1/2"CW,HW DN IN WALL ' TO 1 /2 "CW,HW DN IN SLAB. NEW HALLWAY ED NG 7 0 " DW. 0 NEW KITCHEN FUTURE POOL WASH 4FU. EXISTING DINING ROOM 17 AN 1/2"CW,HW TO UP K.S.K. 3 "ISLAND VENT. 3 " ©1 /8 " /FT -2FU. 4 "01 /8 " /FT -9FU. / 4 "®1 /8 " /FT -11FU. --•-2 " ©1 /4 " /FT -2FU. 1 /2 "CW,HW TO WASH. LINE OF EXIST. FLORIDA ROOM 1"CW AT CLG. 1 /2 "HW AT CLG. 2 "VTR. " " EXISTING LIVING ROOM NEW FAMILY ROOM 1 /2 "CW,HW BELOW SLAB SLEEVED IN 2 "SCH. 40PVC. NEW OFFICE 3/4 "C W, H W PIPES AT CLG. 2 C PIPE BELOW GRADE. CORRIDOR 3/4 "CW,HW • 'ES TO /FROM W /H. EXISTING FIREPLACE 100GAL CAPACITY 6KW, 240V, ELECT. W /H. EFF: 0.89 F NEW MASTER BEDROOM 4 " ®1/8 " /FT -11 FU. NQlv A/C #2 EXISTING BEDROOM 2 "W /H DRAIN & RELIEF LINES BELOW GRADE. 1 2 "W /H DRAIN & RELIEF LINES TO BE TERMINATED 12" FROM BLDG EXTERIOR. EXISTING BEDROOM 1/2 "CW,HW TO SHWR. 3 " ©1 /8 " /FT -2FU. 3 "VTR. 3 " ©1 /8 " /FT -10FU. EXIST. 3 "SAN 01/8"/FT-7FU FIELD VERIFY. EXIS ING BAT 00M WALK -IN CLOSET 1/2 "CW,HW AND 2 "VENT. PIPES AT CLG. WC 4FU. SHWR 2FU. NEW LAV 1FU. BATHROOM NEW LAV 1FU. 1/2"CW,HW TO TUB & 1/2"CW TO WC. 4 "®1 /8 " /FT -28FU. F:sI • ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU, P.E. MECH. /ELEC. - #42454 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL 305 - 448 -8828 FAX 305- 448 -7375 e -mail eaiOnetrox.net , • 1 1 1 • • • • • • • • • • s • • 1 • • 2"01 /4"/FT-2FU. 1/2"CW,HW TO E.A. LAV. 1 /2 "CW,HW PIPES AT CLG. 1 /2 "CW,HW AND 2 "VENT. PIPES AT CLG. 2WAY GCO. -4 " ©1 /8 " /FT -28FU. TAN K REVISIONS OWNER SUBMISSION 11 -26 -01 Z J 0 0 0 w CO L w � J LLJ W 0_ 0 0 B • • • • • • ••• 1 • •• •• • 1 • • • • J 0 • • • • n n •. 1 1 1 1 1 AN SCALE: \TS. 3 "ISLAND VENT. 3"V. 3"V. 1 1 /2" 3 "V. K. S. K 2FU. CO 3 "01 /8 " /FT -2FU. 4 "01 /8 " /FT -7FU. EXIST 3 "SAN -7FU TOTAL FIELD VERIFY. 2 "V. 2 "�,\ \2 "V 2"V. r \ / „--- 4 "01 /8 " /FT -9FU. SHWR 2FU. \-2 "01/4 " /FT -2FU. 3"©1 /8"/FT- 2FU. 2 "01/4 " /FT- 2FU. 4 "01 /8 " /FT -11 FU. WASH 4FU. \ 2 "V. 2 "VTRJ L 2 "V. CO 2 WC 4FU. 3 "VTR.JL- / 3 "V. 0 NEW 571 SQ.F DRAIN FIELD 3 "V. / 2 "V. LAV 1 FU 1 1 /2" 2 LAV 1 FU TUB 2FU. 1 /2" Co 2 "@1 /4 " /FT- 2FU. 3 " ©1 /8 " /FT -10FU. 4 "©1 /8"/FT- 1 1 FU. AG 4 "01 /8 " /FT -28FU. EXIST. 3 "SAN 01 /8 " /FT -7FU FIELD VERIFY. NEW SEPTIC TANK 1050 GAL. K.S.K 2FU. 1 /2" 1 /2" /2" EXIST. CW MAIN SOV. FIELD VERIFY. REF " 1 FU. 1"-17 FU. EXIST. 1 "CW BELOW GRADE FROM WATER METER. FIELD VERIFY. DOME SCALE: NTS. 1 /2 "CW,HW BELOW SLAB. 2FU. 1 " -16FU. / 1/2' CONNECT NEW 1 "CW PIPE TO EXIST. 1 "CW PIPE AT THIS POINT. FIELD VERIFY. 1 /2" 1 /2" LAV ' 1 /2" 1/2 j 1FU i \� \ 1 /2" -2FU. 1 2" 1/2" \ " / 1 2 1 2" / 1/2" -2FU. SHWR - 2FU. WASH 4FU. /2 1 /2 /2" 1 /2" 1 /2" • 1 /2" i 3/4 " -10FU. 1 /2" 3/4 " -10FU. 3/4" 1 " -10FU. 1/2" 3/4" 1/2 " -6FU. 1/2" 1 /2" 3 /4" WC 4FU. 1/2" 1 /2" 3/4" ER D !. G '(. 7 "L 100GAL CAPACITY 6KW, 240V, ELECT. W /H. EFF: 0.89 AM ES 1• •• ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU. P.E. MECH. /ELEC. - #42454 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL 305 -448 -8828 FAX 305 -448 -7375 e - moil esi®netrox.net REVISIONS 11 WN - OER SUBMISSION 26 -01 r awl Z J 0_ 0 W u- O z z Q(f) CO cc J : W Q Z J W LLJ 000 1� to tO w N _J l ) d co W w V U Cr) O a Q Q Z Q r M N I M C� LIJ bj. z .0 BY 1 DRAWN M.M. CHECKED M.A.C. DATE 10-8-01 SCALE AS SHOWN JOB NO. 01 _ OF SHEET 2 2 SHEETS • • • • • • ••• 1 • •• •• • 1 • • • • J 0 • • • • n n •. 1 1 1 1 1 AN SCALE: \TS. 3 "ISLAND VENT. 3"V. 3"V. 1 1 /2" 3 "V. K. S. K 2FU. CO 3 "01 /8 " /FT -2FU. 4 "01 /8 " /FT -7FU. EXIST 3 "SAN -7FU TOTAL FIELD VERIFY. 2 "V. 2 "�,\ \2 "V 2"V. r \ / „--- 4 "01 /8 " /FT -9FU. SHWR 2FU. \-2 "01/4 " /FT -2FU. 3"©1 /8"/FT- 2FU. 2 "01/4 " /FT- 2FU. 4 "01 /8 " /FT -11 FU. WASH 4FU. \ 2 "V. 2 "VTRJ L 2 "V. CO 2 WC 4FU. 3 "VTR.JL- / 3 "V. 0 NEW 571 SQ.F DRAIN FIELD 3 "V. / 2 "V. LAV 1 FU 1 1 /2" 2 LAV 1 FU TUB 2FU. 1 /2" Co 2 "@1 /4 " /FT- 2FU. 3 " ©1 /8 " /FT -10FU. 4 "©1 /8"/FT- 1 1 FU. AG 4 "01 /8 " /FT -28FU. EXIST. 3 "SAN 01 /8 " /FT -7FU FIELD VERIFY. NEW SEPTIC TANK 1050 GAL. K.S.K 2FU. 1 /2" 1 /2" /2" EXIST. CW MAIN SOV. FIELD VERIFY. REF " 1 FU. 1"-17 FU. EXIST. 1 "CW BELOW GRADE FROM WATER METER. FIELD VERIFY. DOME SCALE: NTS. 1 /2 "CW,HW BELOW SLAB. 2FU. 1 " -16FU. / 1/2' CONNECT NEW 1 "CW PIPE TO EXIST. 1 "CW PIPE AT THIS POINT. FIELD VERIFY. 1 /2" 1 /2" LAV ' 1 /2" 1/2 j 1FU i \� \ 1 /2" -2FU. 1 2" 1/2" \ " / 1 2 1 2" / 1/2" -2FU. SHWR - 2FU. WASH 4FU. /2 1 /2 /2" 1 /2" 1 /2" • 1 /2" i 3/4 " -10FU. 1 /2" 3/4 " -10FU. 3/4" 1 " -10FU. 1/2" 3/4" 1/2 " -6FU. 1/2" 1 /2" 3 /4" WC 4FU. 1/2" 1 /2" 3/4" ER D !. G '(. 7 "L 100GAL CAPACITY 6KW, 240V, ELECT. W /H. EFF: 0.89 AM ES 1• •• ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU. P.E. MECH. /ELEC. - #42454 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL 305 -448 -8828 FAX 305 -448 -7375 e - moil esi®netrox.net REVISIONS 11 WN - OER SUBMISSION 26 -01 r awl Z J 0_ 0 W u- O z z Q(f) CO cc J : W Q Z J W LLJ 000 1� to tO w N _J l ) d co W w V U Cr) O a Q Q Z Q r M N I M C� LIJ bj. z .0 BY 1 1 PRIOR TO INSTALLATION OF ROUGH ELECTRIC WIRING CHECK NAMEPLATE DATA OF AIC EQUIPMENT, HOT WATER HEATERS AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. ADEQUATE SERVICE CAPACITY MUST BE PROVIDED. SUBJECT TO ELECTRICAL INSPECTION. EXISTING DRIVEWAY AND CANOPY TO BE MODIFIED TO MEET EXIST. CODE REAR SETBACK 5-0" SIDE SETBACK 10' -0" REF. A -1 I/_ IRLPOOL — QUIPMENT LOCATION RE QUI LO POOL MEN T ATI ON RELOCATED METER -2,4 2 " -20 t4EMA 3R B -1,3 2P -25 EMA 3R TIMER FOR FLOOD LIGHTS 7 FUTURE WH RPOOL W/= OUNT BY OTHER EXISTING GARAGE J.BOX FOR HOOD FAN B -8,10 EXISTING BATHROOM A -34 EXISTING GUEST BEDROOM MICROWAV 72" HT. FAN OUTL 72" HT. 3WAY NEW HALLWAY UNDECOUNTER N Q A -8 REF., .0A-}24 NEW NEW A -6 KITCHEN . A -36 E EXISTING DINING ROOM LINE OF XIST. FLORIDA ROOM N W A/C UNIT .. k A-33 EXISTING LIVING ROOM A -9 A -9 N N CORRIDOR NEW OFFICE EXISTING FIREPLACE N 3W DIM. N N A -11 A- 33 3WAY A -26,28 NEW MASTER BEDROOM EXISTING BEDROOM EXISTING BEDROOM 'INC BAT 'OOM 3WA' N.- N 1N 3 Wq' 13 A 13 DIM. 3WAY A -31 - _ NEW WALK -IN CLOSET 1 N FIELD FUTURE FIELD VERIF FU VERIFY NEW MAIN #1 OF 1 240V, 10, 225A M.C.E NEMA 3R AIC:10,000 NEW SUB -PANEL "B" EXIST. PANEL "A" IN B -5 4, FUTURE POOL 10' -0" MIN. A -38 CFI A -17 ON A -37 ALL BEDROOM RECEPTACLES TO BE FACI PROTECTED TYPICAL 3 e 0 -L 4 PLEX OUTLET 42"HT. 4 PLEX OUTLET FOR CABINET BACK 42" HEIGHT 4 PLEX OUTLET 42"HT. SCALE: 1 CTRICAL L SINGLE POLE TOGGLE SWITCH - THREE - WAY SWITCH QUADRUPLEX RECEPTACLE - + 18" DUPLEX RECEPTACLE - + 18" SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP CONNECTED KITCHEN OR BATHROOM LIGHT�I�IGVEAREST UNSWITCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY 4 » 1 P-OPOSE ELEC R CA P AN 0 ,, G - \D • G.F.I. WP J 0 C 0 0 E ELECTRIC PANEL - FL.JSH MOUNTED ELECTRIC PANEL -- SURFACE MOUNTED GROUND FAULT INTERRUPTOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR LIGHT FIXTURE DESIGNATION TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED FLUORESCENT LIGHT FIXTURE FLUORESCENT STRIPS DENOTES EXISTING ITEM ESI ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU, P.E. MECH. /PUIC. - #42454 2821 DOUGLAS ROAD , MIAMI, FL 33133 ^1 � �/ N� TEL 305- 448 -8826 FAX 305 -448 -7375 e esiAnetroznet awl co I- CO < w N W I J CC op cn r C/) 0_ ` WOw Q = C I0 O C a Q Q W • - 00 Z Q CV r I M � DO 0 1� TYPE SERVICE VOLTAGE GE. MAIN BUS P A \ LL " MAINS 22E' 4 100 A. 1 7, 3W M.C.B. 120/240 120/240 A.I.C. : 10,000 K /VOLT AMP POLE TRIP CON DUIT WIRE REMARKS CKT. NO. CKT. NO. REMARKS WIRE CON DUIT TRIP POLE K /VOLT AMP 1.20 1 15 1/2" *12 EXIST. LTG. /RECEPT. 1 2 EXIST. DIN, SM. APPL. 12 1/2" 20 1 1.50 120 1 20 1/2" 12 FUTURE POOL LIGHTS 5 6 LANDSCAPE LIGHTING "12 1/2" 3 4 RECEPTACLES 12 V2" 15 1 0.90 120 N CD 8 10 EXIST. WTR. HEATER "12 3/4" 30 2 4.50 1.50 1 5 6 KITCHEN SMALL APPL. 12 1/2" 20 1 1.50 1.20 30 2 6.00 1.50 SPARE 13 7 8 KITCHEN SMALL APPL. 12 1/2" 20 1 1.50 1.20 SPARE 1.50 NEW OFFICE LTG. /REC. 9 10 REFRIGERATOR "12 I/2" 20 1 1.20 1.44 NEW FAMILY RM, REC. 11 12 DISHWASHER "12 I/2" 20 1 1.20 1.44 MASTER BED RM. REC. 13 14 GARBAGE DISPOSER "12 I/2" 20 1 1.50 1.50 20 BATH RM. GFI REC. 15 16 18 RANGE *6 1" 50 2 6.00 1.50 CONN. LOAD : 27,500 VA - -- 115 AMPS. FE£1 =R: 3 #1 THW, CU. IN 1 1 /4'C. 20 OUTDOOR GFI REC. 17 1.00 20 GARAGE REC. / LTG. 19 20 22 DOUBLE OVEN °I'o 1" 50 2 10.00 11.00 2 60 1" "6 AHU #1 21 23 24 U.C. REFRIG. *12 1/2" 20 1 0.50 6.10 2 50 1" * 6 C.U. #1 * 25 27 26 28 AHU #2 *8 1 " 40 2 7,00 1.00 1 15 1/2" 12 GENERAL LIGHTING 29 30 32 C.U. #2 * *10 3/4" 30 2 3.80 1.00 1 15 1/2" "12 GENERAL LIGHTING 31 1.00 1 15 1/2" 12 KITCHEN LIGHTING 33 34 CORRIDOR LIGHTING "12 I/2" 15 1 1.20 1.00 1 15 1/2" " GENERAL LIGHTING 35 36 MICROWAVE 12 1/2" 20 1 1.20 1.00 1 15 1/2" '12 EXTERIOR LIGHTING 37 38 TERRACE LI GH T iNG *12 1/2" 15 1 1.20 27.50 2 125 125" 1 SUB -PANEL 'B' 39 41 40 SPARE 1.00 42 SPARE 1.00 5638 TOTAL LOAD : 94,780 VA CAL CS.: A/C LOAD (100 %) - -- 11,900 VA 1st. 10 kVA(100 %) - -- 10,000 VA REST (40 %) - -- 26,712 VA * r TOTAL DEMAND LOAD48,612 VA - -- 203 AMPS. FEEDER: 3 #4/0 THW, CU. IN 2 1 /2'C. 38.40 * TOTAL LOAD TYPE G .E. P A \ :=L_ 11 II MAIN MAINS A.I.C. BUS 100 A. SERVICE VOLTAGE 1 ?, 3W III. .0. 120/240 10,000 K /VOLT AMP POLE TRIP CON Dun- WIRE REMARKS CKT. NO. CKT. NO. REMARKS WIRE CON DUIT TRIP POLE K /VOLT AMP 3.00 2 25 I/2" "10 FUTURE P❑OL EQUIP. 1 3 N Nt FUTURE SPA EQUIP. 12 1/2" 20 2 2.00 1.00 1 20 1/2" 12 FUTURE POOL LIGHTS 5 6 LANDSCAPE LIGHTING "12 1/2" 20 1 1.50 5.00 2 30 3/4" "10 DRYER N CD 8 10 EXIST. WTR. HEATER "12 3/4" 30 2 4.50 1.50 1 20 1/2" 12 WASHER 11 12 14 NEW WTR. HEATER 12 3/4" 30 2 6.00 1.50 SPARE 13 15 16 SPARE 1.50 17 18 19 20 21 22 23 24 CONN. LOAD : 27,500 VA - -- 115 AMPS. FE£1 =R: 3 #1 THW, CU. IN 1 1 /4'C. GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO HELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATS ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. LOAD CALCULATIONS BASED ON A/C IN HEATING MODE, CALCULATED @ 65% OVERHEAD SERVICE FROM EXISTING FP &L SOURCE. FIELD VERIFY EXISTING SERVICE SIZE. RE -USE IF FOUND TO MATCH PLANS. OTHERWISE, PROVIDE NEW. 120/240V., 1P1-4.,31.0 111111111111 1 1 1 1 1 1 II 11111111111111111 1111111 GROUND WI RE TIED TO STRUCTURAL STEEL IN FOUNDATION. EXISTING METER "2 CU. GROUND =1='; = - 3 #4/0 THW, CU. IN 2 1/2 "C. (MIN.) NEW 225A MAIN #1 OF 1 120/240 1 P1 -I_,3W A.I.C_:10,000 NEMA 3R BLDG. EXTERIOR M.C.W.P. f5 3 #4/0 THW, CU. IN 2 1/2 "C. GARAGE 100 A. M.L.O. NEW PANEL 'B' 120/240 V. 1 PH., 3W AIC +10,000 METALLIC COLD WATER PIPE t ) l , 1 ) ) , 1 l 3 #1 THW, CU. IN 1 1 /4 "C. 3 /4'0x10' -0'L COOPER CLAD GROUND RODS DRIVEN INTO GROUND ) , 1 • • , ) ) • • • • > 225 A. M.C.B. PANEL 'A' 120/240 V. 1 PH., 3W AIC:10,000 D I 4 C7,41*** - 1 • 1 1 1 1 , FIELD VERIFY EXISTING PANEL "A" SIZE AND CONFIGURATION. IF FOUND TO BE SUITABLE PER PANEL SCHEDULE SHOWN ON THIS SHEET, RE -USE EXISTING PANEL. OTHERWISE PROVIDE NEW AS SHOWN. • • • • s • • • • • 1 416 • s • • , 1 • • 1 • • • • 1 t 111 • • • •, , !1 • • • 1 1 • 1 • • • • 1 1 l 1 • • • • • • • • • • • • ••• • • 1 1 • • • • 1 , 1 1 1 1 1 1 • • • • • t , 1 • 1 l • • 1 ) t • 1 I I 1 t • • 0 1 1 1 • • 00 • s 1 ES I •• •• • • • • • • • • • • • • • • • • • • ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH./ELEC. - #42454 2821 DOUGLAS ROAD /ELM FL 33133 TEL 305- 448 -8826 FAX 305 -448 -7375 e -moil esi®netroznet f f 11.1 in C� 1=d < ,- to w N w J L., co c < - N O v 0 co z�� Y ¢ c " =. }� NOTE; CONTRACTOR SHALL VERIFY ALL SETBACKS E 1 PROF'ERTY LINES MO STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS SE LESS THAN THE MINIMU1 REQUIREMENTS, EITHER BY OU.NER OR BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED. NO SCALE 12" •4 BAR 0 3 BARS AT 12" C/C EACH WAY FOOL LAYOUT 1/4 " 113" VENT LOCATED A MAXIMUM OF 30 FEET FROM MAINDRAINS EXISTING RESIDENCE MIAMI SHORES VILLA y. APPROVED BY ZONING STRUCTURAL ELECTRICAL PLUMBING 14 fECHAN.CAt DATE 2004 U. SERVICE SiA"f AND Cb4�X T �� M �3 S µR� U :' r , • • CQ�ITRMEMSt S tIg Q' r> Gh St£fiF, cKI lG , E AVD C� R FENC : � H � ` f K FENC 4 ' H 6 ' M1N:) s A ICION..C€1MBABLF -,.i ,n IF NEIGHBORS REMOVE FENCE/ WALL, OWNER MUST REPLACE WITH A 4' FENCE ON OWNER'S PROPERTY 0 t it , calk WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL WATER EDGE 32.16-- 35.12 PANEL METER 90.00 NE. 100 STREET ALARMS TO BE PROVIDED ON ALL DOORS AND WINDOWS WITH DIRECT ACCE86 TO POOL DECK SITE FLAN 1 " ■ 20' 4220 1 EQUIP 288 SELF CLOSING SELF LATCHING GATE 4' CHAIN LINK FENCE 0.41E an tti APR 14, 2004 2 hQ fC szn rfl tq E OitER PE. ELEV. TOP OF POOL WALL 103 DEPTH OF POOL 5.0 ELEV. TOP OF MAINDRAIN 53 FLOOD CRITERIA 5.0 ELEV. TOP OF MAINDRAIN 53 POOL IN FLOOD CRITERIA -03 LESS 2'0" HYDROSTATIC VALVE -23 BLAB THICKNESS REQUIRED 6" SURFACE AREA (8Q. FT.) 302 VOLUME (GALLONS) 9000 TURNOVER (HOURS) 3 PERIMETER (FEET) 68 DECK AREA (SQ. Ft.) 415 BULLNOSE COPING •3 BARS AT 10" CENTERS HYDROSTATIC POOL SECTION RELIEF VALVE SET IN WASHED NO SCALE ROCK BED 2 10 THAN • 2 10 THWN IN 200A " COND. DISC. I- 2P -30.4 METER HOUSE PANEL 16V TRANSFORMER 3 12 THAN IN k, COND. • • 14 FOR 15 4 100W 12 FOR 50W •10 FOR 20011 ELECTRICAL NOTES: SAFETY NOTES: 1 HP PUMP TIMER 2••••112THAN IN 1/2" COND. RISER D IACrtRAM 1- 2P -20A NOTE: ALL EQUIPMENT IN I- 1P -15A VIEW OF POOL PANEL 3 4 14 THAN IN 1/2" COND. 24V. DC tRANSOI -1ER AQUARI TE o JUNCTION BOX I50W 12V POOL LIGHT NOTE: PROVIDE 4 13 BARE COPPER BONO WIRE FROM LIGHT TO POOL STEEL. WHERE A CONCRETE DECK IS NOT PROVIDED, PROVIDE A 0 8 BARE COPPER BOND WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL. WHERE A CONCRETE SLAB IS PROVIDED, THE BOND WIRE SHALL BE CONVECTED FROM 114E POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE '5 REINFORC- ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDITONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, HEATERS, PIPING AND RELATED POOL EQUIPMENT SHORN ON THESE PLANS ARc SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. I. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANBI/N8PI -5 -95. 2. THE WARNING SIGN, AS PER ITEM I ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL 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 (CPU)." 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT Be FILLED WITH WATER UNTIL .4 SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER INCLUDING A SPRING -LOCK SELF - CLOSING GATE. 11 *3 BARS AT 10 " CENTERS POOL SAFETY DEVICES: A8 PER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SHALL BE PROTECTED (AT THE OWNER'S EXPENSEFROM UNAUTHORIZED AQCCES5 IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART OF THE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE COMPLIANCE WITH ARTICLE 4242.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL SE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE IS TO BE USED AS THE BARRIER ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND IS EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARP1 SHALL SOUND IMMEDIATELY AFTER THE DOOR IS OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH ASTM F1346 -91. 3. A C1-11LD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES IN HEIGHT SHALL BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED At ONE END WHICH CAN ONLY SE REMOVED BY TOOLS. 4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED N COMPLIANCE WITH ITEM 3 ABOVE. 3 3 u INTERLOCKING BRICK CEMENT 11E06E- 2' SAND BED ROCK BABE 8 ,4R SPL ICE UJALL SECTION NO SCALE NOTE: BAR SPLICE NOT REQUIRED WHEN FLOOR BLAB STEEL IS BENT INTO WALL. E31R ICK ON SAND DETAIL NO SCALE NOTE: BOND WIRE TO SE SECURED TO STEEL WITH APPROVED CLAMP. CLAMP TO BE ENCASED IN DECK SLAB OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP UNDERWATER L IC-sl 4T DETAIL NO SCALE •3 . 10 " CENTERS Min -r =11•11=1113 111111 = 111111= 111111 =11111 milmom i- mu =um� POOL WALL k," NON METALIC CONDUIT TO JUNCTION BOX 2.3 BARS ACROSS NICHE POOL COPING BONG WIRE TO POOL STEEL POOL WALL STEEL L IGHT BOUY SI-4EER DESCENT DETAIL NO SCALE STRUCTURAL NOTES: I. ALL POOL CONCRETE SHALL DEVELOP .4 MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P6I. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P61. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS OTHERWISE INDICATED ON THESE PLANS. SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 PSF. HOWEVER IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. OPTIONAL 1 4 "x2", BULLNOSE TILE STEP SECTION NO SCALE 18" 3 4 "x2" BULLNOSE r TILE NOSING 6" t •3 6 10 " CENTERS • SUJIMOUT SECTION NO SCALE 18" 12" 12" 4 RISERS AT 01 EACH 6 "x6" CERAMIC HANDI -TOLD ON MAXIMUM 4'0" CENTERS. w Q � R < 4 HANOI -101D DETAIL NO SCALE WATER LEVEL WEIR TURBO BOOST INLET POOL FILTER WITH 100 SQ. Ft. OF SURFACE AREA CARTRIDGE POOL COPING AIR RELIEF POOL DECK MIN. 15 60. IN. BASKET 11 /2 " TURBO RETURN 2" &1CTION SKIMMER SECTION NO SCALE TEE SAME S AS PUMP E SUCTION RECIRCULATION PUMP 1 HP, 50 GPM AT 60' TDH SELF PRIMING ISOMETRIC PLUMBING NOTES: 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL SE INSTALLED IN ACCORDANCE WITH TI-4E FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PER- TAINS TO BOUYANCY. 1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. 8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS THAN 10 FEET PER SECOND. 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. \vti 11/2" HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED MA NDRAIN DETAIL NO SCALE POOL DATA: PROVIDE SCREEN MESH AT JOINT TOP OF POOL OR SPA COPING, WHICHEVER HIGHER VENT DETAIL NO SCALE HYDROSTATIC UPLIFT NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. ti p a 2 ad- 2 DATE 1 4 , 2004 //Fr/2 P..E WEATHERPROOF GFI RECEPTACLE LOCATED 10 - 20 FEET FROM POOL DATER EDGE NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS FROM PROPERTY LINES AND STRUCTURES PRIOR TO EXCAVATION. SHOULD ANY SETBACKS SE LESS THAN 111E MNIMUM REQUIREMENTS, EITHER SY OU.NER OR BUILDING OFFICIAL, THE ENGINEER SHALL BE NOTIFIED. 12" FOOL LAYOUT 1/4".10" *4 133AR E41N1 -r4 f L. NO SCAL.E *3 BARS AT 12" C/C EACI -4 WAY Iv2" VENT LOCATED A MAXIMUM OF 30 FEET FROM MAINDRAINS EXISTING RESIDENCE 200,4 U.G. SERVICE 29,03 WATER PANEL METER ALARM ALL D DIRECT Jo 2 L 100 0 1 1 1 TO BE PROVIDED ON Re AND WINDOWS WITH ACCESS tO POOL DECK N.E. 100 STREET SEWER SITE FLAN 1 " ■20' bari A Annroved ae 4352 1 1 EQUIP 2852 SELF CLOSING SELF LATCHING GATE 4' CHAIN LINK FENCE o41• ` 2 NOV. 21, 2003 ELEV. TOP OF POOL WALL 103 DEPTH OF POOL 50 ELEV. TOP OF MAINDRAIN 53 FLOOD CRITERIA 50 ELEV. TOP OF MAINDRAIN 53 POOL IN FLOOD CRITERIA -03 LESS 2'0" HYDROSTATIC VALVE -23 SLAB THICKNESS REQUIRED 6" SURFACE AREA (SQ. FT.) 320 VOLUME (GALLONS) 9000 TURNOVER (HOURS) 3 PERIMETER (FEET) 11 DECK AREA (SQ. FT.) 415 METER ELECTRICAL NOTES: SAFETY NOTES: 6 '! BULLNOSE COPING MAX SLOPE I ANTI VORTEX ;n MAINDRAIN •3 BARS AT 10" CENTERS HYDROSTATIC RELIEF VALVE POOL SECTION SET IN WASHED NO SCALE ROCK BED 2"10THWN+ 2 "10 THWN IN 200A 1 1" COND. DISC 1- 2P -30A HOUSE PANEL 16V TRANSFORMER 3.12 THWN IN I/2" COND. 44.14 FOR 15 4100W •12 FOR 150W "10 FOR 200W 1 HP PUMP TIMER 2••4 +1 IN 1/2" COND. RISER D IAGRAM 1-2t-20A NOTE: ALL EQUIPMENT IN 1 -1P -154 VIEW OF POOL PANEL 3"14 TI-14.1N IN viz" COND. 24V. DC TRANSOR'1ER AQUARI TE CTION BOX 150W 12V POOL LIGHT NOTE: PROVIDE "8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL. WHERE A CONCRETE DECK 18 NOT PROVIDED, PROVIDE A "8 BARE COPPER BOND WIRE FROM THE POOL STEEL TO THE EQUIPMENT TO THE PANEL. WHERE A CONCRETE BLAB 15 PROVIDED, THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO THE REINFORCING MESH CONTINUOUS TO THE "5 REINFORC- ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL. 1. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH FLORIDA BUILDING CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM WITH THE FLORIDA BUILDING CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0" OF POOL'S WATER EDGE. 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- MITTED AND APPROVED SHAOWING EXPECTED AS BUILT CONFIGURATION WITH ADDItONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 5. ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, HEATERS, PIPING AND RELATED POOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. POOL SAFETY DEVICES: AS PER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SHALL BE PROTECTED (AT THE OWNER'S EXPENSE ROM UNAUTHORIZED AQCCESS IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1,4 PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART OF T14E HOUSE AS A BARRIER T1415 meTI-IOp, At THE OWNER'S EXPENSE, SHALL REQUIRE COMPLIANCE WITH ARTICLE 424 .2.11 OF THE FLORIDA BUILDING CODE. ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE 15 TO BE USED AS THE BARRIER, ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO TI-4E POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2011 THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET AND 15 EITHER HARD WIRED OR OF THE PLUG -IN TYPE. THE EXIT ALARM SHALL PRODUCE A CONTINUOUS AUDIBLE WAR WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE ALARM SHALL SOUND, IMMEDIATELY AFTER THE DOOR 18 OPENED AND BE CAPABLE OF BEING HEARD THROUG=HOUT THE HOUSE DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE LOCATED At LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH ASTM F1346 -9!. 3. A CHfLp SAFETY FENCE (KIDDIE FENCE) A MINIMUM QF 48 INCHES IN HEIGHT SHALL BE INSTALLED AROUND THE PERIMETER OF THE POOL: PREVENTING ACCESS TO THE WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED At ONE END WHICH CAN ONLY BE REMOVED BY TOOLS. 4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED IN COMPLIANCE WITH ITEM 3 ABOVE. 1 A PERMANENT SAFETY WARMING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH APENDIX F ANBIMSPI -5 -95. 2.11-4E WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: "THERE 15 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPU)." 3. ALL DOORS AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. *3 BARB AT 10 " CENTERS INTERLOCKING BRICK CEMENT WEDGE- ' BAND BED ROCK BABE 3 3 0 3 e 10 " CENTERS • -1 j' -6 SAR Spi fcE WALL SECTION NO SCALE NOTE: BAR SPLICE NOT REQUIRED WHEN FLOOR SLAB STEEL 18 BENT INTO WALL. 'IIIIII =111111M 11111( = 11111 i- uim -uim -uim- POOL WALL POOL COPING ISRICK ON SAND DETAIL NO SCALE BOND WIRE TO POOL STEEL NOTE: BOND WIRE TO BE SECURED TO STEEL WITH APPROVED CLAMP. CLAMP TO BE ENCASED IN DECK SLAB OR CONCRETE BOX PROVIDING MIN. 3" OF COVER AROUND CLAMP POOL WALL Ve 1/2" NON METALIC CONDUIT TO JUNCTION BOX 2 •3 BARS ACROSS NIGH UNDERWATER LICIT DETAIL 'g� NO SCALE Alt4 4t. bk 0,10. \ SNEER DESCENT DETAL NO SCALE STRUCTURAL NOTES: 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60060 FBI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 P51. 4. THE DESIGN OF THIS PROJKCT 1-146 INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 5. ALL REINFORCING STEEL SPLICES SHALL BE 15" IN LENGTH UNLESS OTHERWISE INDICATED ON THESE PLANS. SOIL NOTE: BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SANDARE ADEQUATE FOR THE DESIGN BEAF'.iNG CAPACITY OF 2000 PSF. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. 01,,,,AJALL STEEL a NOTE: BASED ON INFORMATION PROVIDED THIS OFFICE, THE EXISTING SERVICE 18 ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. OPTIONAL 3 . "x2 " BULLNOSE TLE 18" 18" 12" 12" STEP SECTION NO 6CAL II 3 4 "x2" BULLNOSE TILE NOSING 1 5 a 10 " CENTERS SUJIMOJT S1= CTION NO SCALE 4 RISERS AT 10r/" EACH WATER LEVEL AIR RELIEF POOL FILTER WITH 100 SQ. FT. OF SURFACE AREA CARTRIDGE 6 "x6" CERAMIC HANDHOLD ON MAXIMUM 4'0" CENTERS. NANDNOLD IZI=TALIL NO SCALE POOL COPING WEIR TURBO BOOST INLET POOL DECK MINI mom MIMI MIN. 15 SQ. IN. III� L � � BASKET � - I - :- 1 TURBO RETURN COs 2" SUCTION SKIMMER SECTION NO SCALE 'CA fts o 11 PLUMBING NOTES.: RECIRCULATION PUMP I HP, 50 GPM AT 60' TOH SELF PRIMING ISOMETRIC 1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40, PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS. 2. ALL SUCTION PIPING SHALL BE 2" DIAMETER AND ALL PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED. 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS. 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE- PLUMBING SECTION 309 AS IT PER- TAINS TO BOUYANGY. 1. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. 8 THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS THAN 10 FEET PER SECOND. 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES. 34 j � I r � " / ` ! �� / �� j 41 p` 0 a /l y ' 0 l E -�'!�� ?a SAME AS SIZE /� O PUMP SUCTION /7> �h 11/2" HYDROSTATIC RELIEF TUBE. ONLY ONE REQUIRED MA NIDR4JN DETAIL NO SCALE POOL DATA: PROVIDE SCREEN MESH AT JOINT HYDROSTATIC UPLIFT • • • 1P'•°JA gA°N u � TOP OF POOL OR SPA COPING, WHICHEVER HIGHER VENT DETAIL NO SCALE NOTE: IF T1-4E POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6" AT THE SHALLOW END TO THAT INDICATED ABOVE AS SLAB THICKNESS REQUIRED. WWWWWW • • • w •• C ‘6,47/46 2 V tti R NOV. 21, 2003 GENERAL NOTES: 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALLL SECTIONS OF THE SPECIFICATIONS. w M z 12 13 11 14 N E. 1 O 1st ST. 10 NE. 1 00th ST. L_r GAL_ DESCR11 ► ION SURVEY OF LOT: 15 -16 BLOCK: 39 SUBDIVISION: AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 10 AT PAGE NO. 70 OF THE PUBLIC RECORDS OF MIAMI —DADE COUNTY, FLORIDA. SCOPE OF WOR 1. RENOVATE EXISTING FAMILY ROOM 2. NEW ELECTRICAL PLAN FOR ENTIRE HOUSE 3. NEW PLUMBING FOR ((1) NEW BATHROOM AND (1) RELOCATED KITCHEN W /NEW SEPTIC TANK 4. NEW CENTRAL AIR CONDITIONED FOR EN TIRED HOUSE 5. FUTURE POOL AND POOL DECK BY OTHERS 13' -11" WEST SETS CK c) SCALE: 1" 9 20' 8 18 391 7 19 M AP 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THROUGLY UNDERSTAND THE WORK. ANY AND ALL DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED. 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, AREA OF NEW WORK .' 't 377 Nc Sim TwArvn Cr2c Lti.o i 2t • ' NEW SEPTIC TANK KNUTT RESIDENCE 321 NE. 100 ST. MIAMI SHORES, FLORIDA GROSS LOT AREA = 11,500 S.F. DATA NORTH REAR SETBACK EAST SIDE SETBACK WEST SIDE SETBACK SOUTH FRONT SETBACK BUILDING HEIGHT ROOF POOL DECK (FUTURE) PAVED AREA LANDSCAPED OPEN SPACE FLOOR AREA FIRST FLOOR G - 2 - - o2 ,.;. .. =at r L AY COARSE SATe r.r UNDER COMM OF BRADFIELD *'- tMT EI.EVATION BOTTOIYJ OF !MIMEO ELEVATION lam") Z PERIMETER OF EXCAVATION AREA SHALL EE : kT LEAST 2.0 FEE'! !WtlDER ACID LONGER THAN THE 6, . z,s o PROPOSED ASSORPTION BED OR DRAD1 TRENCH r SK►....1 DRAD ? t ,SQ. FL (MN) EXISTING USE: RESIDENTIAL 2,410 S.F. PROPOSED USE: RESIDENTIAL - S.F. nWAV 328' s-: wt400 <t cr, EXISTING 30 -7" 25-1" 13' -11" 31' -10" 12' -0" 0 S.F. 734 S.F 8,356 S.F 2,410 S.F. EXISTING GARAGE EXIST. WINDOW OPENING TO BE REMOVED DOWN TO THE FLOOR EXIST I iG 10 BATHROOM EXISTING GUEST BEDROOM NEW KITCHEN EXISTING DINING ROOM NEW FAMILY ROOM RELOCATED EXIST. A/C UNIT EXISTING LIVING ROOM EXISTING FIREPLACE NEW OFFICE CORRIDOR 0g2�q 9OWAWdgW6gdWW4YIYq» PORT.' 0.1 EXISTIG OLD F ROOM T BLOCK NEW DOUBLE FRENCH DOORS 6 - 0 - W WINDOWS 3' - O W I D E S OF WALL ORIDA 1 BE REMOVED EXISTING BEDROOM NEW MASTER BEDROOM 1061 l EXISTING C / BATHROOM EXISTING BEDROOM WALK —IN CLOSET NEW BATHROOM NEW SEPTI TANK NEW DRAIN FIEL') SETBACK ADDITION WET+ '- EXISTING DRIVEWAY AND CANOPY TO REMAIN PROPOSED 17' -0" 10 -0" EXISTING EXISTING 12'-0" 1,021 S.F. EXISTING 6,300 S.F. 3,510 S.F. t COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TOTHE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER FUTURE WHIRPO W/ OUNT BY OTHER U - ' CP11.()IL; 6N:du V � FUTURE POOL BY OTHERS FUTURE RAISED PATIO BY OTHERS 1091 CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME . IN CASE 0 FHIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LET UNDER SEPARATE CONTRACT BY THE OWNER. 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF AL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO TEH OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. STEPS DOWN 0 • PROPO SCAL L s 1 17. ALL WORK AND /OR MATERIAL SHALL BE' ,IN STALL'E;D' „ IN STR':CT ACCORDANCE WITH THE MANUFACTURERS OR INDUS'TRIES' RECOMENDATIONS AND SPECIFICATIONS. 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESICNTED , BY' THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT TOR 'A, f�ROVAL 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. AREA OF NEW WORK (1,035 S. `. ADDITION GENERAL NOTES: 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A.THESE GENERAL NOTES (UNLESS OTHERWISE NOTED IN PLANS OR SPECIFICATIONS). B.SOUTH FLORIDA BUILDING CODE. LATEST EDITION. C.ALL APLICABLE STATE AND LOCAL CODES ORDINANCES AND REGULATIONS. D.NATIONAL ELECTRIC CODE, OSHA AND NATIONAL BOARD OF FIRE UNDERWRITERS 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB - CONTRACTOR. NOTED DIMENSIONS ARE PRECEDENT OVER SCALE. 3. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. 4. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS, WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS HE SHALL PROMPTLY REPORT IT TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 5. ALL CONDITIONS AND ALL APLICABLE REQUIREMENTS OF THE CONTRACT BETWEEN OWNER AND CONTRACTOR SHALL GOVERN ALLL SECTIONS OF THE SPECIFICATIONS. w L z LEGAL_ DESCRIPTIO\ SURVEY OF LOT: 15 -16 BLOCK: 39 SUBDIVISION: AN AMENDED PLAT OF MIAMI SHORES SECTION NO. 1 ACCORDING TO THE PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 10 AT PAGE NO. 70 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA. SCOPE OF WORK 1. RENOVATE EXISTING FAMILY ROOM 2. NEW ELECTRICAL PLAN FOR ENTIRE HOUSE 3. NEW PLUMBING FOR ((1) NEW BATHROOM AND (1) RELOCATED KITCHEN W /NEW SEPTIC TANK 4. NEW CENTRAL AIR CONDITIONED FOR EN TIRED HOUSE 5. FUTURE POOL AND POOL DECK BY OTHERS 13 N.T.S. 13' -11" WEST SETB4.CK o1- M t- 12 11 14 OCA 0 T 10 EXIST.WATER EXIST. WATER SERVICE LINE METER 1 100' -0" P.L FUTURE POOL & DECK 1 STORY RES. #321 2,450 SF. NE. 1 01 st ST. NE. 1 OOth ST. 100' - 0" P.L. 9 5' 0 MIN 8 18 7 AN 19 ON MAP 13' -1d MN 25, -1" 1 EAST SETBACK 0 6. OMISSIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN. 7. ALL WORK COMPLETED OR OTHERWISE, SHALL BE PROPERLY PROTECTED AT ALL TIMES. CONTRACTOR SHALL FOLLOW ALL ACCEPTED METHODS OF SAFETY PRACTICE AND PROVIDE ALL FENCES, BARRICADES, ETC. AS MAY BE NEEDED TO PROTECT LIFE AND PROPERTY AND AS MAY BE REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER HIS WORK. HE SHALL REPAIR AT HIS OWN COST ANY DAMAGES TO THE PREMISES OR ADJACENT WORK CAUSED BY HIS OPERATION. 8. DISCREPENCIES: THE CONTRACTOR SHALL FAMILIARIZE HIMSELFWITH THE PROJECT THROUGLY. INSPECT THE SITE, DRAWINGS AND SPECIFICATIONS, SO AS TO THROUGLY UNDERSTAND THE WORK. ANY AND ALL DISCREPENCIES AND OMMISSIONS SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT DISCREPENCIES AND OMMISSIONS ARE REPORTED AND CLARIFICATION OBTAINED. 9. BEFORE COMMENCING WITH THE WORK, THE CONTRACTOR SHALL FILE WITH THE OWNER CURRENT INSURANCE CERTIFICATIONS IN THE AMOUNTS REQUESTED BY THE OWNER FOR WORKMENS COMPENSATION, 6 -25 -02 AREA OF NEW WORK EXIST. SEPTIC TANK & DRAIN FIELD TO BE REMOVED NEW SEPTIC TANK (MIN 1,050 GAL.) DRAIN FIELD (MIN. 571 S.F.) ZO KNUTT RESIDENCE 321 NE. 100 ST. MIAMI S 0: S F •RIDA GROSS LOT AREA = 11,500 S.F. DATA NORTH REAR SETBACK EAST SIDE SETBACK WEST SIDE SETBACK SOUTH FRONT SETBACK BUILDING HEIGHT ROOF POOL DECK (FUTURE) PAVED AREA LANDSCAPED OPEN SPACE FLOOR AREA FIRST FLOOR ONG DATA 6 -25 -02 9 EXISTING 30 25' -1" 13' -11" 31' -10" 12' -0" 0 S.F. 734 S.F 8,356 S.F C 1450S.F. 5' -0" MIN EXISTING USE: RESIDENTIAL 2,117 S.F. EXISTING USE : GARAGE 33.3 S.F. PROPOSED USE: RESIDENTIAL 3,152 S.F. PROPOSED USE: GARAGE 333 S.F. MAX. 3,286 SF. ALLOWBLE WITHOUT GARAGE v v 13' -11" WEST SETBACK PROPOSED 21' -0" 13' -10" EXISTING EXISTING 12' -0" 1,021 S.F. EXISTING 6,640 S.F. 3,485 S.F. EXISTING DRIVEWAY AND CANOPY TO BE MODIFIED TO MEET EXIST. CODE REAR SETBACK 5' -0" SIDE SETBACK 10' -0" p) N 5-02 COMPREHENSIVE GENERAL LIABILITY, BODILY INJURY AND PROPERTY DAMAGE. IT IS THE INTENTIONS OF THE PARTIES THAT THE CONTRACTOR SHALL IDEMNIFY THE OWNER AND THE ARCHITECT FOR ANY AND ALL COSTS, CLAIMS, SUITS, AND JUDGEMENTS FOR PROPERTY DAMAGE AND PERSONAL INJURY, (INCLUDING DENTAL), ARISING OUT THE WORK OF THE CONTRACTOR. 10. OMMISIONS: IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. 11. ALTERING STRUCTURAL MEMBERS: NO STRUCTURAL MEMBERS SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 12. ALL MATERIALS USED SHALL BE NEW AND DELIVERED TOTHE JOB IN ORIGINAL SEALED CONTAINERS BEARING ORIGINAL MANUFACTURER LABELS. 13. ALL COLORS SHALL BE SELECTED BY THE ARCHITECT OR OWNER. 14. THE CONTRACTOR SHALL LEAVE ALL CHASES, HOLES OR OPENING TRUE AND OF THE PROPER SIZE OF HIS OWN WORK, OR CUT SAME IN EXISTING WORK AS MAY BE NECESSARY FOR PROPER INSTALLATION OF HIS OWN WORK OR OTHER CONTRACTORS WORK, CONSULTING WITH OTHER 333 S.F. EX STING GARAGE 01 EXISTING BATHROOM 1 101 FUTURE WHIRPOOL W /FOU N TAI N BY OTHERS — 4 EX ST. WINDOW OPENING TO BE REMOVED DOWN TO THE FLOOR EXISTING GUEST BEDROOM 2' -8" NEW DOUBLE FRENCH DOORS 6'- 0 "X6' -8" W /SIDE WINDOWS 3' -0" WIDE 101 EXISTING DINING ROOM FUTURE POOL BY OTHERS O DW D. y A/C fowl NEW 4„ 2' -8" HALLWAY FUTURE RAISED PATIO BY OTHERS 109 ,, 7� 32' -0" LINE OF EXIST. FLORIDA ROOM CONTRACTORS CONCERNED REGARDING PROPER LOCATION AND SIZE OF SAME . IN CASE 0 FHIS FAILURE TO LEAVE OR CUT SAME IN THE PROPER PLACE, HE SHALL CUT THEM AFTERWARDS AT HIS OWN EXPENSE. NO EXCESSIVE CUTTING SHALL BE PERMITTED NOR SHALL ANY STRUCTURAL MEMBERS BE CUT WITHOUT THE CONSENT OF THE ARCHITECT. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE COORDINATION OF ALL WORK OF HIS TRADES PLUS THE COORDINATION, REPAIR AND PREPARATION FOR THE WORK OF ANY OTHER TRADES THAT WILL BE SUBSEQUENTLY LEI UNDER SEPARATE CONTRACT BY THE OWNER. 15. ALL CONTRACTORS WORK WILL BE PERFORMED IN A FIRST CLASS WORKMAN -LIKE MANNER, MATCHING AND ALIGNING ALL SURFACES WHERE APPLICABLE TO AFFORD A FINISHED, NEAT APPEARANCE. CONTRACTOR SHALL CLEAN ALL SURFACES FREE OF AL DIRT AND REFUSE CAUSED BY DEBRIS FROM ALL INSTALLATION TECHNIQUES OF THE TRADE. ALL ADJACENT SURFACES DURING THE COURSE OF HIS INSTALLATIONS. ALL GLASS AND HARDWARE SHALL BE THROUGHLY CLEANED IN A MANNER ACCEPTABLE TO THE OWNER. 16. THE CONTRACTOR SHALL GUARANTEE IN WRITING IN A FORM AS ACCEPTABLE TO TEH OWNER ALL LABOR AND MATERIAL INSTALLED BY HIM FOR A PERIOD OF NO LESS THAN (1) ONE YEAR AFTER DATE OF ACCEPTANCE OF WORK BY THE OWNER EXCEPT AS MODIFIED HEREIN OR ON OTHER DRAWINGS. SHOULD DEFECTS OCCUR, ALL WORK SHALL BE REPLACED OR PROPERLY REPAIRED AT NO ADDITIONAL COST TO THE OWNER. STEPS � DOWN ��- N D FAMILY 105 6' -6" EW ROOM ® NEW A/C UNIT EXISTING LIVING ROOM 101 J Y . 4 MD. Od//aM9•4W9•4MD/1W00; 05k,W CORRIDOR 4" 8' - 11" . 102 ISTING FIREPLACE NEW o OFFICE 102 7 181 8 " 'FRO BLOCK EXIST.WATER t" METER A/C 14 —4" 0 NE MASTER B DROOM (106) PORTIONS OF EXISTIGN WA L • LD FLORID ROOM TO BE REMOVED EXISTING BEDROOM '101 EXISTING BEDROOM 101 EXISTING BATHROOM 110 0 D SCALE: 1/4" = 1 ' —©" 26' -0" 17. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS OR INDUSTRIES RECOMENDATIONS AND SPECIFICATIONS. 18. SHOP DRWINGS AND SAMPLES FOR ITEMS DESIGNATED BY THE ARCHITECT SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 19. SUBSTANTIAL COMPLETION SHALL BE ATTAINED WHEN ALL PHASES OF THE WORK ARE COMPLETED EXCLUDING ALL FINAL PUNCH LIST ITEMS, REGARDLESS OF OWNERS USAGE OR OCCUPANCE OF THE DWELLING. 20. NO CLAIMS FOR EXTRAS OR CHANGE ORDERS WILL BE GIVEN COSIDERATION UNLESS THEY ARE IN WRITING AND SIGNED BY THE ARCHITECT, THE CONTRACTOR AND THE OWNER. 21. "THE GENERAL CONDITIONS OF THE CONTRACT FOR THE CONSTRUCTIO OF BUILDINGS" OF THE AMERICAN INSTITUTE OF ARCHITECTS, DOCUMENT A -201, LATEST EDITION, ARE HEREBY MADE PART OF CONTRACT DOCUMENTS, THESE GENERAL NOTES, SPECIFICATIONS AND CONTRACT BETWEEN THE OWNER AND CONTRACTOR SHALL TAKE PRECENDENCE OVER THE " GENERAL CONDITIONS" IN THE EVENT OF A CONFLICT. 22. AIR CONDITIONING AND VENTILATION PERMIT BY MECHANICAL CONTRATOR. k „ I W4LK -IN CLOSET 1 NEW \ -\\ 1 0'— 1071 0 BATHROOM O NEW 108 < AREA OF NEW WORK 4 ►4, M 0 f) .. • L 5' -0" MIN. NEW A/C UNIT FOR BEDROOMS 11'- NEW DRAIN Fl LLD NEW SEPTI TANK _OOR P . � 1, � II 1 13' 10" SIDE SETBACK 6 - 25 - 02 5' -0" MIN. (1,035 S.F. AbilIS-14101■1f L,D asi Um0 Do (0 1- (0 w N- w 1 aL(0 C 0 V) CLwow.� Z f Q = ("Ni O U U rn a a —�o Q N < N ro 1 YNO Z P E Q a J Q (f) O Z O � OJ Z Q Z 0W 0_ N J J (n LLJ o 0 DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING : COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 1 / " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SEI BOLTS, ANCHORS, INSERTS, SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" O.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2-HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. MEET HS -A1 -H CLASS II SPEC /A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -T5 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO MATCH EXISTING B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. NEW 1/2" GYP. WALL BOARD 1/8" GLASS NEW ' INSECT SCREEN NEW BACKER ROD AND SEALENT NEW 5/8" S CCO TO MATCH EXI TING NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW SLOPE STUCCO FIN. TO MATCH EXIST. NEW 5/8" STUC MATCH EXIS G CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3 "X1 /4 "DIA. TAPCON © 12" 0.0 8 "X8" CONC. FILLED CELL W/1 #5'S DOWEL MIN. 6" INTO FOOTING AND CONC. HEADER CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. 8 "X12" CONC. W/4 #5'S NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3 "X1 /4 "DIA. TAPCON © 12" O.0 NEW 1/2" GYP. WALL BOARD NEW CAULKING NEW 1/8" GLASS CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. NEW 1/8" GLASS NEW MARBLE Si LL NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3"X1/4"DIA. TAPCON © 12" 0.0 x8" CONC. W/1 #5's MIN. 6" PENETRATION INTO JAMB CONC. BOTH SIDES TOP OF BEAM FLOOR GROUND 0' -0" TOP OF BEAM FLOOR 1' -9" GROUND 0' -0" AREA OF NEW ADDITION P =- 52.3/48.5 P.S.F P =- 54.4/50.2 P.S.F AREA OF NEW ADDITION P =- 48.9/44.7 P.S.F - _- SCALE: 1 /4" SCALE: 1 /4" SCALE: 1 / AREA OF NEW ADDITION E LEVA P =- 54.4/50.2 P.S.F id. �■i _r Q CO Q w r w -J I J w V) n CO 0_ w U U .� cc w O (!) Z Z w 0 J [ > Qw w W H- I Z J � (n .iiie 1 DIVISION 2 SITE WORK 1.NEW FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. 2.FILLUNDER BUILDING : COMPACTED WITH SAND: NOT MORE THAN 10 PERCENT BY WEIGHT PASSING NO. SIEVE. ROCK WASHINGS NOT ACCEPTABLE. 3. FILL FOR ROUGH GRADING AND UNDER SIDEWALKS: CLEAN PIT ROCK AND /OR SAND CONTAINING A MINIMUM OF 80% SAND WITH NO ROCK LARGER THAN WILL PASS THROUGH A 2 %2 " RING. 4.CLEARING: REMOVE ORGANIC AND OTHER DELETIRIOUS MATERIALS, INCLUDING DESIGNATED TREES, ROOTS, ETC. FROM THE ENTIRE SITE. AREAS TO BE COVERED BY BUILDINGS SLAB OR FILL, AND ALL AREAS UNDER SIDEWALKS AND PAVING SCARIFIED TO A MINIMUN DEPTH OF 8" AND AS OTHERWISE REQUIRED, TO REMOVE STUMPS, ROOTS, ETC. COMPLETE WORK BEFORE STARTING FOUNDATION WORK. REMOVE ALL TRASH AND OTHER DELITIRIOUS MATERIALS FROM SITE AND STOCKPILE APPROVED MATERIALS FOR SITE GRADING. 5. EXCAVATION: EXCAVATE FOOTING TRENCHES TO DEPTHS INDICATED ON STRUCTURAL DRAWINGS AND DETAILS. RELOCATE EXCAVATED MATERIAL. BACK FILL UNDER FOUNDATION IS STRICKTLY PROHIBITED OTHER THAN FOR SPECIAL SYSTEMS AS DESIGNED. 6.MINIMUM BEARING CAPACITY OF SOIL AT ALL FOUNDATIONS TO BE 2,500 P.S.F. 7. FILLING AND BACKFILLING: PLACE FILL UNDER SLABS IN LAYERS NOT MORE THAN 12" THICK. COMPACT TO A MINIMUM OF NINETY -FIVE PERCENT (95 %) OF MAXIMUM DENSITY AT OPTIMUM MISTURE AS DETERMINED BY ASTN 01557. PLACE FILL OUTSIDE OF BUILDINGS IN LAYERS NOT MORE THAN 12" THICK. WATER AND COMPACT EACH LAYER TO SOLID MASS EQUAL TO SURROUNDING UNDISTURBED SOIL. 8.PROVIDE GROUND POISONING PER FHA M.P.S. UNDER ENTIRE SURFACE OF FLOOR, PATIO AND STOOP SLABS AND BOTH SIDES OF FOUNDATION WALLS WHICH ARE NEW. DIVISION 3 CONCRETE AND FOUNDATION (SEE STRUCTURAL DETAILS) DIVISION 4 MASONRY 1. CONCRETE MANSORY UNITS A.S.T.M C90 -70, GRADE A. 2. STORE MATERIAL UNDER COVER IN DRY PLACE. 3. GENERAL ERECT MASONRY INCLUDING SET BOLTS, ANCHORS, INSERTS, SLEEVES AND OTHER ITEMS SPECIFIED ELSEWHERE, BUT REQUIRED TO BE SET IN MASONRY. PROVIDE OPENINGS REQUIRED BY OTHER TRADES. ERECT BLOCK ABUTTING CONCRETE WORK IS POURED UNLESS OTHERWISE INDICATED. DO NOT USE SQUARE END BLOCKS ABUTTING CONCRETE COLUMNS, WHERE BLOCKS ABUTS COLUMNS POURED PRIOR TO LAYING USING T- ANCHORS IN DOVETAIL SLOTS EVERY THIRD COURSE OF BLOCK. 4. MORTAR MIX 1 PART PORTLAND CEMENT, 1/2 PART LINE PUTTY, 3 1/2 PARTS SAND. ASTM C -270 AND ASTM C -90, USE TYPE "B" BELOW GRADE AND TYPE "S" ABOVE GRADE. GROUT MIX 1 PART CEMENT 3 PARTS SAND. DIVISION 5 METALS 1. STRUCTURAL STEEL AND MISCELLANEOUS IRON CONFORM TO ASTM A 36, AND SHOP COATED WITH RUST INHIBITIVE NON -LEAD PRIMER. 2. PREVENTION OF ELECTROLYSIS: WHERE ALUMINUM WILL CONTACT CONCRETE, MORTAR OR PLASTER, THE CONTACT SURFACE OF METAL SHALL BE SEPARATED USING ONE HEAVY COAT OF ALUMINUM PIGMENTED ASPHALT PAINT ON EACH SURFACE. 3. TIE DOWN RAFTER ANCHORS SHALL BE AS MANUFACTURED BY TECO OR APPROVED EQUAL ON WOOD FRAME CONSTRUCTION. 4. FASTENINGS OF THE SAME MATERIAL, COLOR AND FINISH AS METAL TO WHICH APPLIED UNLESS OTHERWISE INDICATED. PROVIDING SECURE AND ADEQUATE ANCHORAGE FOR PURPOSE INTENDED IN ALL INSTANCES. DIVISION 6 CARPENTRY 1. THE LUMBER USED SHALL BE IDENTIFIED BY THE GRADE MARK OF AN APPROVED LUMBER GRADING, OR INSPECTION BUREAU OR AGENCY. STRESS -GRADE LUMBER SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" - LATEST EDITION STRUCTURAL FRAMING MEMBERS TO 1,200 PSI MINIMUM EXTREME FIBER STRESS IN BENDING. 2. FURRED SOFFITS: A. FURRED SOFFITS SHALL BE CONSTRUCTED WITH 2X4 METAL STUDS AT 16" 0.C. JOISTS, HUNG FFROM STRUCTURAL FASCIA AND 1X4 NAILER ANCHORED TO MASONRY AT 4' -0" MAX. B. FOR LOCATION AND EXTENT OF FURRED AREAS, SEE DRAWINGS. 3. WOOD PRESERVATIVE: PRESSURE TREAT ALL FRAMING LUMBER, TRUSSED WOOD RAFTERS, FURRING, BLOCKING AND ALL STANDARD SPECIFICATIONS C1 -72. AND CS -72. 4. MILLWORK: INSTALL ACCURATELY, IN A NEAT AND A WORKMANLIKE MANNER, WITH TIGHT JOINTS AND TRUE SURFACES WELL SANDED. SCRIBE ALL CASEWORK AND SHELVING TO ADJOINING SURFACES. LEAVE ALL WORK FREE FROM ALL PHYSICAL DEFECTS. 5. ROUGH HARDWARE: ANCHORS, SPIKES, NAILS, BOLTS, ETC. GALVANIZED FOR EXTERIOR USE, PLAIN NAILS AND PRIME COATED ROUGH HARDWARE FOR INTERIOR, FURNISH AND INSTALL AS REQUIRED. METAL WINDOWS: A. MANUFACTURED IN ACCORDANCE WITH A.A.M.A. SPECIFICATIONS US- A2 -HP. B. ALUMINUM DOORS AND WINDOWS WITH APPROVED A.S.P.C.P. #ASA- 234 -1; CODE 29 -1, A.A.M.A. C. MEET HS -A1 -H CLASS II SPEC / A.A.M.A. D. FRAMES AND SASH SECTIONS: MINIMUN .062" THICK, 6063 -T5 ALUMINUM ALLOY WITH WHITE ANODIZED FINISH OR EQUAL E.S.P. FINISH. E. AIR AND WATER INFILTRATION SHALL MEET OR EXCEED THE REQUIREMENTS AS ESTABLISHED BY A.A.M.A. DIVISION 9 FINISHES: 1. STUCCO: A. STUCCO FINISH TO MATCH EXISTING B. STUCCO ON MASONRY: 5/8" THICKNESS IN TWO COATS. C. STUCCO ON WOOD FRAME: 5/8" TOTAL THICKNESS IN TWO COATS ON EXPANDED METAL, LATH OVER 15 LBS. ASPHALT SATURATED FELT. D. PROVIDE CONT. STUCCO CONTROL JOINT AT JUNCTION OF METAL LATH ON FRAME CONST. TO MASONRY CONST. 2. DRYWALL: SUPPLY AND INSTALL GYPSUM DRYWALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. USE METAL CORNER BEAD OR ANGLES AS REQUIRED. TAKE AND CEMENT JOINTS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. PAINTING: A.PAINT ALL OTHER SURFACES WITH TWO COATS QUALITY INTERIOR OR EXTERIOR PAINT AS APPLICABLE. NEW 1/2" GYP. WALL BOARD 1/8" GLASS NEW ' INSECT SCREEN NEW BACKER ROD AND SEALENT NEW SLOPE STUCCO FIN. TO MATCH EXIST. NEW 5/8" S iCCO TO MATCH EXL., ING NEW EXTERIOR INSECT SCREEN NEW BACKER ROD AND SEALENT NEW 5/8" STUC MATCH EXIST 1G CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE W/ 3"X1/4"DIA. TAPCON @ 12" 0.0 SCALE: 3 "= 1 -O" a SCALE: a a 4 4 =1 '_ 0 " CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. 8 "X12" CONC. W/4 #5'S NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3"X1/4"DIA. TAPCON @ 12" O.0 NEW 1/2" GYP. WALL BOARD NEW CAULKING NEW 1/8" GLASS 8 "X8" CONC. W/1 #5'S DOWEL MIN. 6" INTO FOO AND CONC. HEADER CONCRETE MIN. STRENGTH 3,000 PSI. STEEL MIN. STRENGTH 60,000 PSI. NEW 1/8" GLASS NEW MARBLE ILL NEW 2X4 PT WOOD BUCK SECURE TO STRUCTURE / 3"X1/4"DIA. TAPCON @ 12" 0.0 L � SOLL ROOF TOP OF BEAM FLOOR GROUND x8" CONC. W/1 #5's MIN. 6" PENETRATION INTO JAMB CONC. BOTH SIDES 6'-6 8 , -5 „ ING 1 ' -9 „ 0 , -0 „ AREA OF NEW ADDITION ROOF TOP OF BEAM FLOOR 6' -6 1 ' -9 „ „ 8'- 5" GROUND 0' -0" / 1 \ TYP. (T TYP. • 1 AREA OF NEW ADDITION SCALE: 1 / AREA OF NEW ADDITION SCALE: 1/4 " 0" 1 ,0 EVA _EVA ON ON • , r f l ° n ,eh, [Ld I[' Q a w _J ; CO 0 _ j g� _ z Q = om U U ¢ - cO Z 2 - N < N. n • ( I w 0 (l) L1 O Z W Z 0 Q ® CC > < LJJ LLI O LaJ LLl 0 (!) C� DRAWN M.M. 3 AP J s FINISH SCHEDULE MK AREA FLOOR BASE WALL CEILING HT. REMARKS EXISTING WOOD WOOD PTD DRYWALL PTD DRYWALL 8' -0" SELECTION BY OWNER 101 EXISTING 102 CORRIDOR WOOD WOOD — 2 2 6' � ' -8 " X6 (2)2'-6"X6'-8" ALUM. & GLASS ALUM. METAL NO NO 103 OFFICE WOOD WOOD WOOD WOOD YES YES ® 8I —FOLD 104 KITCHEN WOOD WOOD NO NO / / I 1 I I 5© BI —FOLD 2'- 0 "X6' -8" 4' -0" 105 FAMILY ROOM WOOD WOOD © SWING 3'- 0 "X6' -8" . WOOD WOOD 106 MASTER BEDROOM WOOD WOOD O POCKET DOOR 3'- 0 "X6' -8" WOOD WOOD YES NO 107 WALK —IN CLOSET WOOD WOOD SWING 3'- 0 "X6' -8" WOOD WOOD YES NO 108 MASTER BATHROOM TILE TILE WOOD WOOD YES YES 1HR. FIRE RATED 1 09 ' PATIO CONC. CONC. T I T 110 DOOR SCHEDULE MK TYPE SIZE ELEV MATERIAL FRAME T'HLD W'STR REMARKS ® EXISTING EXISTING EXIST. EXISTING EXISTING EXISTING EXISTING SELECTED BY OWNER 2' -0" O FRENCH DO — 2 2 6' � ' -8 " X6 (2)2'-6"X6'-8" ALUM. & GLASS ALUM. METAL NO NO O DOOR FRENCH 2'- 8 "X6' -8" ( WOOD WOOD YES YES ® 8I —FOLD (2)2'- 0 "X6' -8" WOOD WOOD NO NO / / I 1 I I 5© BI —FOLD 2'- 0 "X6' -8" 4' -0" WOOD WOOD NO NO © SWING 3'- 0 "X6' -8" . WOOD WOOD NO NO O POCKET DOOR 3'- 0 "X6' -8" WOOD WOOD YES NO ® SWING 3'- 0 "X6' -8" WOOD WOOD YES NO © SWING 3'- 0 "X6' -8" WOOD WOOD YES YES 1HR. FIRE RATED WIC DOW SCHEDULE MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS e EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. © 2' -0" -� \,------\,-- \,------\,-- 2' -0" AI © ALUM. & GLASS SINGLE HUNG SELECTED BY OWNEF W A SHE B00, MICR ( _ _ _ CO -0 • —8 / / I 1 I I T i 11 © 3' -0» 4' -0" / / . I 1 N r RECESS LIGHT \ FIXTURE IN A DRYWALL SOFFI T K CHEN SCALE: 3/4" J/8J, 2' LEVA L 5 ' -8 " 9 ' -4 " SCALE: 3/4" ' - 0 " '_ MASTER BATHTROO[V E_EVA ON ✓ES FOR )WAVE r. K TCH SCALE: 3/ 1 3' -10" MAS � EL J ER BA flN 1 4' -10" 4' -10" 15' -0" SCALE: 3/4 "= l ' -0 7 SLAND EL 5' -4" HTROI;M L_ V® /1' -4 "/ 2' AK - CHEN SCALE: 3/4" ;6/ 2'-4" MASU A ELEVA 3' 5 ' -8 " 10' . BA Q\ ii 3' EVA -1 - 0 " H SCALE: 3/4 "= l ' -0" 3' 6 -25 -0 ROOM b N 2' = = 2' Jeri. J/8"Je J, 5 1 VAS 1 1 7 I 1 �N 7 N KCHEN IC SCALE: 3/4 " =1 E_VA 3 -4" 15' 3 SCALE: 3/4" = l ' -0" EVA ion S' R B/&THTROOM /— N / \ SHE B00, MICR ( _ _ _ / / I 1 I I T i 11 1 / / I 1 N I I r RECESS LIGHT \ FIXTURE IN A DRYWALL SOFFI T K CHEN SCALE: 3/4" J/8J, 2' LEVA L 5 ' -8 " 9 ' -4 " SCALE: 3/4" ' - 0 " '_ MASTER BATHTROO[V E_EVA ON ✓ES FOR )WAVE r. K TCH SCALE: 3/ 1 3' -10" MAS � EL J ER BA flN 1 4' -10" 4' -10" 15' -0" SCALE: 3/4 "= l ' -0 7 SLAND EL 5' -4" HTROI;M L_ V® /1' -4 "/ 2' AK - CHEN SCALE: 3/4" ;6/ 2'-4" MASU A ELEVA 3' 5 ' -8 " 10' . BA Q\ ii 3' EVA -1 - 0 " H SCALE: 3/4 "= l ' -0" 3' 6 -25 -0 ROOM b N 2' = = 2' Jeri. J/8"Je J, 5 1 VAS 1 1 7 I 1 �N 7 N KCHEN IC SCALE: 3/4 " =1 E_VA 3 -4" 15' 3 SCALE: 3/4" = l ' -0" EVA ion S' R B/&THTROOM FINISH SCHEDULE MK AREA FLOOR BASE WALL CEILING HT. REMARKS 101 EXISTING WOOD WOOD PTD DRYWALL PTD DRYWALL 8' -0" SELECTION BY OWNER EXISTING 102 CORRIDOR WOOD WOOD (2)2'-6"X6'-8" 1 a Q Q R ALUM. METAL NO NO SELECTED BY OWNEF 103 OFFICE WOOD WOOD WOOD WOOD YES YES ® BI —FOLD 104 KITCHEN WOOD WOOD NO NO 50 BI —FOLD 2'- 0 "X6' -8" N 105 FAMILY ROOM WOOD WOOD © SWING 3'- 0 "X6' -8" WOOD WOOD 106 MASTER BEDROOM WOOD WOOD O POCKET DOOR 3'- 0 "X6' -8" I I WOOD WOOD YES NO 107 WALK —IN CLOSET WOOD WOOD SWING 3'— O "X6' -8" WOOD WOOD YES NO i 108 MASTER BATHROOM TILE TILE WOOD WOOD YES 1HR. FIRE RATED 109 PATIO CONC. CONC. T 1 1 9 110 DOOR SCH E DULE MK TYPE SIZE ELEV MATERIAL_ FRAME T'HLD W'STR REMARKS 0 EXISTING EXISTING EXIST. EXISTING EXISTING EXISTING EXISTING SELECTED BY OWNER EXIST. O DOOR (2)2'-6"X6'-8" 1 a Q Q R ALUM. METAL NO NO SELECTED BY OWNEF O FRENCH DOOR 2'- 8 "X6' -8" 4' -6" WOOD WOOD YES YES ® BI —FOLD (2)2'- 0 "X6' -8" 1 1 WOOD WOOD NO NO 50 BI —FOLD 2'- 0 "X6' -8" N WOOD WOOD NO NO © SWING 3'- 0 "X6' -8" WOOD WOOD NO NO • O POCKET DOOR 3'- 0 "X6' -8" I I WOOD WOOD YES NO © SWING 3'— O "X6' -8" WOOD WOOD YES NO i 0 SWING 3'— O "X6' -8" WOOD WOOD YES YES 1HR. FIRE RATED WINDOW SC EDULE MK WIDTH HT SILL JAMB HEAD MATERIAL DESCRIPTION REMARKS / / \ EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. © 2' —O" 2' -0" 1 a Q Q R _ © ALUM. & GLASS SINGLE HUNG SELECTED BY OWNEF ( VW © 9' -0" 4' -6" • \ \ \ / / / I 1 1 1 © 3' -0" 6' -8" N 1 1 / t 0 i I < / • i , I I \ ,V , I• L _ (, 1, 1, '\ \ \ / - n n II / / \ \ \ \ \ \ /\ /' } v / / \ 1 a Q Q R _ \ , , 1 1` ( SHE BOO MIC • \ \ \ / / / I 1 1 1 f I I I N 1 1 / t i I < / i , I I \ ,V , I• L _ (, 1, 1, n n - n n \ \ \ sr p 1 a Q Q R , , 1 1` , \ P" -■ RECESS LIGHT \ \ FIXTURE IN A DRYWALL SOFFIT AL KTCHLN ELEVATIION SCALE: 3/4 " ='' -0" „ „ • • VAVTTER BAT ELEVAT ON SCALE: 3/4 " =1 0 „ TROO ✓ES FOR.. S )WAVE , 1' , 3' -10” , MASTER A 841 E EVAllON SCALE: 3/4" 4'- N 7 AKUTCHEN IS 3/ P, AND 0 4'-1 0" 15' -0" _0 5' -4" TROOV V. A KITCHEN EL ie_84 „ L\ 2' -4" SCALE: 3/4 " =1 ' -0" A 5 ,_ 8 " 10' VA'TER BAT A ELEVA SCALE: 3/4 " =`' -O" T VATOON 0 0 h/ 5' 7 I 1 r KI SCA j ilsj■ 3, -4„ CHIN - LE'az`A T IAN 3/4"=' 0" 15' 0 MASTER BAT ELEVATIION 3' -4" SCALE: 3/4" _ ` ' -O" 3' ROOM DRAWN GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. ‘1/4 & , -2 " 4 d FOUNDA 31'- NEW 4" _CONC. SLAB W /6X6 — 10/10 WWF A 4 „ 32' -0” d 4 A ON SCALE: 1 /4 " 1 ' - O " 4 1.1 d A 4 AN • 4 REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 - #5 5' -0" long (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns . 1 1/2" Grade beams . . . _3" Beams 2" Slab 1" PREPARATION OF Contractor to follow all recommendations of geotechnical engineer for this project and use the FOUNDATION 1 S -3 A 11 -t .. A 4 v original soil report as a guide. 26 -0" 4 4 4 u 4 C -3 A 4 NEW 4" CONC. SLAB" W /6X6 — 10/10 WWF A a d 4 11 A d4 6 -25 -02 2 S -3 I �IITIITITITI II TITITITITITI II III 1 1 1 1 1 1 1 1 1 1 I II 1 11 1 1 k2 1 1 1 1 1 1 SIPSN LLS40 1 1 1 sMSN LUS ( TYP ) ( TYR ) 1 fi 111 11 I 1111111111 k I I I I I 1 I I ^I I I I I I I I I I I I I ILIdl 1 11 1 I l 1 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 11 1 4 111 II1 1111 11 II 111 111 11111 II1 III 1 1 1 1 1 III isk II I I I I I 1 11 1 1 111 1 II 1111 I II 11 11 T i i (2)2 "X12" 2 "X12" 012" O.C. SOUTHERN PINE No. 1 1ff IL_ 1 CONCRETE BLOCKS SLAB OPENING WOOD TESTING MATERIAL AM 0 " Shall conform to the latest standards of South Florida Building Code. All load bearing wall shall be type 'H' with a minimum average strength of 2500 P.S.I. All reinforcing masonry units shall be continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls © 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. 2 "X6" WOOD FASCIA BOARD TO MATCH EXISTING NAILED 4" O.C. 8 "X12" CONC. TIE BEAM CONT. W/4 #5'S CONT. W/2 #5 CORNER BARS 60" LONG BENT IN THE MIDDLE TO PROVIDE 30" SPLICE LENGTH EA. WAY ALSO PROVIDE F -3 STIRRUPS 4 ® 12" AT BENDS AND CORNERS AND 48" C.C. ELSE WHERE 2 "x6" ® 2' -0" O.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 NG P _AN A E 2 c�! (L P ROOF TRUSS AT 24" 0.C. /1\ 6 -25 -02 8 "X12" CONC. RAKED CAP TIE BEAM W /(4) #5'S AND #3 STIRRUP © 18" 0.C. W/ ROOFING OUT— LOOKERS AND "X" BRACINGS AT TRUSSES SHAD SHAFT E, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie ©bellsouth.net (2)2x12'S r - (TYP) SIMPSON LUS48 (TYP) SIMPSON LUS410 (TYP) (2)2 "X10" ATTACH CUT RAFTER W /SIMPSON LUS28 (TYP) GENERAL All dimensions shall be verified by contractor at the job site and in case of any discrepancy in drawings, architect and/ or engineer shall be notified and obtain their approval before proceeding with work. Contractor shall comply with all the provisions of the South Florida Building Code and the ACI 318 -95 specifications. Coordination of the work of all trades (structural, plumbing, electrical, air conditioning and architectural ) at the time of erecting this building structure is contractor responsibility. No additional payments shall be made to the contractor, for the contractor's failure to correct conflicting field conditions after the structure has been erected. The engineers shall not be responsible for, nor have control or charge of construction means. Methods sequence, or procedures, or for safety precautions and programs. All change orders must be signed and approved by the owners prior to approval by the architect and/ or engineer. CONCRETE Minimum compressive strength for all structural concrete shall be as follows (unless otherwise specified on the plan) Beams 3000 PSI @ 28 days Columns 3000 PSI @ 28 days Slabs 3000 PSI @ 28 days All structural concrete 3000 PSI @ 28 days Cement shall be portland type I conforming to ASTM 150. Regular weight aggregates shall comply with ASTM C -33 and the South Florida Building Code. Aggregate shall be clean and well graded with maximum size 3/4 ". Provide integral water repellent admixture (Aquapel or equal) in manufacturer's printed direction and shall be free of calcium chloride. a a ° d d 4 a a A a d C - 1 e NEW 4" CONC. SLAB a 4 W/6 / X6 - 10/10 WWF d •r 4 2 A 4 d 4 d a d a A 0 A a a d 4 a A 4 09 A d 44 A 4 d A a a A a 4 REINFORCING STEEL All reinforcing steel shall be ASTM A -615 grade 60 ASTM A -305 deformations. Detailing, fabrications and placement of all reinforcement shall conform to the ACI and CRSI, SPECIFICATIONS. (latest edition) Contractors shall provide addequate chair to support the reinforcing and to prevent displacement. All discontinuous end of all top reinforcing, shall be hooked. Provide 2 — #5 5' -0" on (bent in the middle) corner bars at all corners. Column dowels and reinforcing splices shall be not less than 30 bar diameter for compression members shall be in accordance with ACI 318 -83 table 1 thru 8. Lap top reinforcing steel at the mid. span and bottom reinforcing steel over the supports. Reinforcing steel shall be free of rust, scale and other deleterious matter. Provide 1/2 ton additional #5 bars and 1/2 ton additional #4 bars for lintels and miscellaneous. Reinforcing clear cover as follows: Columns 1 1/2" Grade beams 3" Beams 2" Slab 1" PREPARATION OF Contractor to follow all recommendations of geotechnical engineer for this project and use the FOUNDATION d 4 original soil report as a guide. 30' -2" NEW 4" CONC. SLAB a W /6X6 - 10/10 WWF a d 4 d d 4 a c- d d 4 d a ° d d d d 4 0 0 d c- 2 S -3 (2)2 "x12" 2 "X12" ©12" 0.C. SOUTHERN PINE -No.1 ROOF FFRA SCALE: 1 /4 " Shall conform to the latest standards of South Florida Building Code. All load ,bearing wali shall be type 'H' with a minimum average strength of 2500 P.S.I. All reinforcing masonry units shell he' continually filled with concrete. Contractor shall comply with section 2704 of Building Code. Contractor shall provide opening at the bottom of reinforced masonry unit at each level for inspection. Provide #8 horizontal reinforcing, ladder type for reinforced masonry and truss type for all masonry walls @ 16" c.c. Extend wires 4" into concrete columns. Provide 1 #5 vertical reinforcing in grouted cell at each side of openings between 3' -0" to 8' -0 ". Extend reinforcing into concrete beam at the top and bottom, as per column reinforcing detail. Splice length for these reinforcing shall be minimum 30 ". Contractor shall provide opening thru concrete slab as required by blocking out prior to concrete cast.No chipping will be permitted. All opening thru the concrete floor slab for plumbing, tub wast, electrical, mechanical shall be coordinated with related plans. Minimum fiber stress in bending shall not be less than 1200 PSI. Approved separating material shall be used where wood is in contact with concrete. TESTING MATERIAL Contractor is responsible for the expenses of all required testing, performed by approved testing laboratory. Contractor shall submit all test result to engineer. CONCRETE BLOCKS SLAB OPENING WOOD 1 9 0 2 "X6" WOOD FASCIA BOARD TO MATCH EXISTING NAILED 4" 0.C. 8 "X12" CONC. TIE BEAM CON T. W/4 #5'S CONT. W/2 #5 CORNER BARS 60" LONG BENT IN THE MIDDLE TO PROVIDE 30" SPLICE LENGTH EA. WAY ALSO PROVIDE F -3 STIRRUPS 4 @ 12" AT BENDS AND CORNERS AND 48" C.C. ELSE WHERE 2 "x6" @ 2' -0" 0.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 SIMPSON LUS210 (TYP) G P LI 1 -- T T ROOF TRUSS AT 24" 0.C. / / ) I ) 8 "X12" CONC. RAKED CAP TIE BEAM W /(4) #5'S AND #3 STIRRUP @ 18" 0.C. W/ ROOFING OUT- LOOKERS AND "X" BRACINGS AT TRUSSES SHAD SHAFIE, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie@bellsol )0 fo / 7 ,9 rx n c w ni CO G ROOT- DI- S C\ W \D PR-SS RI -- ZO \- GROSS „PLIFT (P.S.F.) \ -T „PLIFT (P.S.F.) WALL PR -SSUR= (P.S.F.) 0 (NEGATIVE) —37.7 —25.7 02 (NEGATIVE) —55.9 —43.9 — 03 (NEGATIVE) —72.8 —60.8 — OVERHANGS (NEGATIVE) —72.8 —60.8 — ® (FIELD NEGATIVE) — — —39 ® (CORNER NEGATIVE) — — —48.3 ® &O5 (POSITIVE) — — 37.3 CO ,V\ SC � - - - -M, MARK H 8 "X8" CONCRETE COLUMN W/1 #5 CONTINUOUS 0 8 "X12" CONCRETE COLUMN W/4 #5 CONT. AND #3 STIRRUPS @ 8" O.C. 8 "X12" CONC. COLUMN W/4 #5'S CONT. AND #3 STIRRUPS @ 8" O.C. AND #5 DOWELS @ 12" O.C. INTO EXISTING COLUMN DOWELS SHALL BE EMBEDDED 6" W /HILTI HIT HY150 EPDXY SYSTEM BI- AV SC HD � PDL MARK MARK SIZE INCHES ELEV. TOP REINFORCING #3 STIRRUPS E. END 2 #5 CONT.& #4©48" C.C. S.W. A B D C E NO. SPACING INCH TB 8X12 2 # 5 2 # 5 4 @ 8" C.C. & 12" C.C. REMARKS HO\DA 0\ SC PDL MARK SIZE REINFORCING REMARKS F -1 10" X 16" 2 #5 CONT.& #4©48" C.C. S.W. CONTINUOUS NOTE: PROVIDE #3 STIRRUPS 4 © 12" AT BEAMS AND CORNERS AND 48" C.C. FOR REMAINING LENGTH OF THE TIE BEAM. PROVIDE 2 #5 AT MIDDEPTH (ONE EACH FACE) FOR 30" TO 42" DEEP BEAMS. 4 #5 (2 EACH FACE) AT 1/3 FROM THE TOP AND BOTTOM FOR BEAMS BETWEEN 42" TO 54 ". FINIS ROOF TO BE NAILED, MUD GLUED, OR CLIPPED OVER HOT MOPPED FELT ON 30# TIN TAGGED FELT ON 5/8" EXT GRADE CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" O.C. AT PANEL EDGES AND 12' O.C. AT IN FERMEDIATE SUPPORT (STAPLES NOT ALLOWED) 3 "X 3" 26 GA. METAL DRIP W/ 1"X2" PT. NAILER CONT. WOOD FASCIA NAILED 4" 0.C. 2 "X6" WOOD FASCIA BOARD TO MATCH EXISTING NAILED 4" O.C. SCREENED VENT PER SFBC SOFFIT TO MATCH EXIST. STUCCO ON METAL LATH ON 30# TIN TAGGED CDX PLYWOOD ATTACHED W /8d COMMON NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORT 30" LAP MIN. TYP. 8 "X12" CONC. RAKED CAP TIE BEAM W /(4) #5'S AND #3 STIRRUP @ 18" O.C. W/ ROOFING OUT — LOOKERS AND "X" BRACINGS AT TRUSSES PROVIDE HORIZONTAL REINF. © 16" C.C. (TYP) 5/8" STUCCO FINISH ON 8" CONC. BLOCK WALL 30" LAP MIN. TYP. 10 "X16" CONCRETE FOOTING W/2 #5 CONT. 2 "X BLOCKING ATTACH RAFTER TO CONC. BEAM W /SIMPSON METAl2 W /TSS REINFORCED CELL #3 @ 18" 0.C. EXIST. 2 "X10" FLOOR JOIST @ 16" 0.C. 2 "X NAILER 1"X4" P.T. FIRE STOP 1/2" GYP. BD OVER 1X3 WD FURRING AT 16" 0.C. L — #5 DOWEL @ 48" O.C. @ EA. GROUTED CELL 24" WOOD BASE 4" CONC. SLAB ON GRADE W /6 "X6" 10/10 WWF. 2X12 BLOCKING EQUALLY SPACING R -30 INSULATION EXISTING ROOF OVERHANG TO REMAIN WALL TO BE REMOVED EXIST. 2 "X6" PLAT EXIST. 1/2" 0 ANCHOR BOLT EXIST. 8 "X12" T.B. TO REMAIN EXISTING REMOVED FINISH FLOOR LINE SLOPE DOWN ON SCALE :3/4" _ l ' -O" SIMPSON H3 @ EA. JOISTS SIMPSON THA218 OOF , TOP STEEL: CLEAR COVER BEAMS . . . 2" FOOTING . . 3" EXIST. 2 "X6" ROOF RAFTER @ 16" OC EXIT. 2 "X4" TERMITE SHIELD EXIST. 24 "X10" FOOTING W /(3) 5/8" RODS CONT. SLABS SLABS ON GRADE . B — BOTTOM BAR C — TOP BAR OVER SUPPORT E — TOP BAR AT NONCONTINUOUS END T"P, ST1-- L SLAB SYiV 4/10 BOTTOM STEEL: CLEAR COVER BEAMS . • • 2" FOOTING . . 3" BOLS R00F ZONES $ =17.4" $ > 10 < 30" SLABS SLABS ON GRADE . SIZE OF REINFORCING BAR SPACING CENTER TO CENTER LOCATION OF BAR 0 =4.8 ft h =12.0 ft . 2" SHAD SHAFIE, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie ©bellsouth.net Q H- ▪ W w I J LL CO Ld V - N- CO o- w p w ��- Q — N 0 U U rn ( T ) Q Q < w - c0 Z r in in 0 0 Ld 0 DRAWN M.M. CHECKED M.A.C. DATE 1 0 -8 -01 SCALE AS SHOWN JOB NO. 01 SHEET OF 2 SHEETS l ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /8d NAILS ©6 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6 "C.C.© INTERMIDIATE SUPPORTS. SEE DADE COUNTY PRODUCT CONTROL APPROVALS ATTACHED 1 "X4" P.T. FIRE STOP NEW TRUSSES @ 2' -0" 0.0. 1"X4" P. FIRE S 2 "x6" @ 2' -0" 0.0. ATTACHED TO WALL W /SIMPSON METAl2 W /TSS 2 "x12" END CUT DOWN TO 6" AT FASCIA METAL DRIP M� PAINTED WOOD FASCIA NAILED 4' 0.C. NEW 2x10 BLOCKING NEW WINDOW 10 "X16" CONCRETE FOOTING W/3 #5 CONT. tvp DTC DADE COUNTY PRODUCT APPROVAL # 98- 0717.03 A 6 -24 -02 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS _ _ \ / / \ / / \ / / \ / / / / // � /ma / �� / N / / \� / \ / • 1 S -3 R -30 INSULATION 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" 0.C. EXISTING ROOF OVERHANG TO REMAIN 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION 6 -24 -02 e e v CC SCALE :3/4" = 1 9 ©" A 6 -24 -02 a ON A 6 -24 -02 < \\\ 62402 S -3 SKYL G SCALE: PRE — FABRICATED TRUSS EXIST. 3 ,, HTLSTA 15 @ 24" C.C. BY HUGHES EXIST. ROOF COMPLIES WITH SEC. 104.2(0) OF SFBC. SUPPL. 3 EXIST. MASONRY WALL = OUNDATION 1 _ CONN 2 "x6" @ 2' -0" 0.0. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /8d NAILS ©6 "C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6 "C.C.@ INTERMIDIATE SUPPORTS. 2 "x12" END CUT DOWN TO 6" AT FASCIA PAINTED WOOD FASCIA NAILED 4' 0.0. NEW 2x BLOCKING PROVIDE HORIZONTAL MASONRY REINFORCEMENT ©16" 0.0. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END 2 COATS (5/8 ") OF STUCCO TO ► A C EXISTING 10 "X16" CONCRETE FOOTING W/(2) #5 CONT. C 2" MIN. COVER (TYPICAL) S -3 ON ALL SCALE :3/4" 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS (Sc #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS L C 0 ON DADE CONTY PRODUCT APPROVAL # 98- 0717.03 R -30 INSULATION 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" 0.0. STANDARD HOOK 6" EMBEDMENT 30" LAP MIN. TYP. 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION 30" LAP MIN. TYP. SHAD SHAT IE, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie©belisauth.net REVISIONS BY OWNER SUBMISSION 3-8-02 PERMIT REVISION 6 -24 -02 l 000 J J 1 LL 0 3" CANT STRIP ROOFING NOTE LIGHT WEIGHT CONCRETE METAL DECK NOTE 4 "X4 "X1 /4" STEEL CLIPS WELDED TO PLATE AT END OF METAL DECKING METAL LATH AND STUCCO ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /8d NAILS ©6"C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6"C.C.© INTERMIDIATE SUPPORTS. SEE DADE COUNTY PRODUCT CONTROL APPROVALS ATTACHED ,t411 At 1f At SAW 4P • 2 "x6" @ 2' -0" O.C. ATTACHED TO WALL W /SIMPSON METAl2 W /TSS 2 "x12" END CUT DOWN TO 6" AT FASCIA METAL DRIP M� PAINTED WOOD FASCIA NAILED 4' O.C. NEW 2x10 BLOCKING NEW WINDOW 10 "X16" CONCRETE FOOTING W/3 #5 CONT. 7 • A _1 e am \ \ / \ \ \ \ \ \\ \ / ` i,. /i,. /i,. /ice / //, /�,. /�A i ce 10 "HIGHT STEEL PLATE CONTACT AT SKYLIGHT OPENING DTC DADE COUNTY PRODUCT APPROVAL # 98- 0717.03 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" (Sc 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS - 7/8 " FT SLOPE INSIDE CURB MAXIMUM DIMENSION 4' -7/8" X 8' -7/8" NEW 2x12 @12 "C.C. R -30 INSULATION 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" O.C. EXISTING ROOF OVERHANG TO REMAIN 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION A L S — � SCAL :3/4" DOW CORNING 795 STRUCTURAL SILICONE SEALENT CONDENSATION GUTTER ® DOW CORNING 795 STRUCTURAL SILICONE SEALENT EC11 N 1 , 0 OUTER GE LEXON 9034 DOME (.125 ") ® INNER GE LEXON 9034 DOME (.125 ") Q 1/8"X3/8" FOAM GLAZING TAPE .060X1.5 "X1.75" T6063 EXT. ALUM. REATAINIG ANGLE 6063 —T6 m FASTENER #10 X 375" HEXHEAD S.S. SCREW 4" FROM CORNER © 12" O.C. ® MIN. #10 X 1.5" S.S. SCREW W /1" PENETRATION INTO WOOD © 4" FROM CORNERS AND 12" 0.0. .060" EXT. ALUM. FRAME 6063 T6 CURB IK Y SCALE: PRE - FABRICATED TRUSS HTLSTA 15 @ 24" C.C. BY HUGHES EXIST. ROOF COMPLIES WITH SEC. 104.2(C) OF SFBC. SUPPL. 3 EXIST. MASONRY WALL EXIST. FOUNDATION 3 97 1 _ ®" CO EC ROOF SHEATHING NOTE: USE 5/8" PLYWOOD SHEATING PLYWOOD ROOF SHEATING SHALL BE CONNECTED TO JOISTS W /8d NAILS ©6"C.C. ALONG PLYWOOD BEARING, 6 "C.C. ALONG EDGES & 6"C.C.© INTERMIDIATE SUPPORTS. 2 "x6" @ 2' -0" O.C. ATTACHED TO WALL W /TAP16 DADE NOA 98- 1016.02 2 "x12" END CUT DOWN TO 6" AT FASCIA 2 J\\e SL01��► %� MOW Mil IL METAL DRIP PAINTED WOOD FASCIA NAILED 4' O.C. NEW 2x BLOCKING PROVIDE HORIZONTAL MASONRY REINFORCEMENT ©16" 0.0. EXTEND THIS REINFORCEMENT MIN. 4" INTO TIE COLUMNS AT EACH END 2 COATS (5/8 ") OF STUCCO TO MATCH EXISTING #5 @ 32 "C.0 IN FULLY GROUTED CELL 10 "X16" CONCRETE FOOTING W/(2) #5 CONT. 2" MIN. COVER (TYPICAL) 0\ m s - SCALE :3/4" 8 "x12" CONCRETE TIE BEAM W/4 #5 CONTINUOS & #3 STIRRUPS 4 ©12" & 48" C.C. AND 2 -60" LONG #5 BENT AT CORNERS EMBEDMENT 0 79 • r. - . • DADE CONTY PRODUCT APPROVAL # 98- 0717.03 R -30 INSULATION 1/2" GYP. BD. OVER 1x3 WD. FURRING @ 16" 0.0. STANDARD HOOK 6" EMBEDMENT 30" LAP MIN. TYP. 1/2" GYP. BD. OVER WD FURRING AND R -5 INSULATION 30" LAP MIN. TYP. 3/4" CDX PLYWOOD DECKING NAILED TO WOOD JOISTS W/12 d NAILS @ 6" C.C. SHAD SHAFIE, P.E. STRUCTURAL ENGINEER 844 N.E. 98TH STREET MIAMI SHORES, FLORIDA P: (305)984 -5974 sshafie ©bellsouth v o ,o'Y DRAWN � w (f) ZN DRAWN E.A. CHECKED E.A. DATE 1 0 -8 -01 SCALE AS SHOWN JOB N O. 01 SHEET C .! OF 2 SHEETS 1 F LFCTR I CAL LF- CF\ 3 SINGLE POLE TOGGLE SWITCH - THREE - WAY SWITCH QUADRUPLEX RECEPTACLE - + 18" DUPLEX RECEPTACLE - + 18" SINGLE RECEPTACLE - JUNCTION BOX SPECIAL PURPOSE OUTLET TELEPHONE OUTLET - SMOKE DETECTOR (CLG. MTD) 125 V, WITH BATTERY BACK UP CONNECTED KITCHEN OR BATHROOM LIGH I�K EAREST UNSWITCHED CIRCUIT. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED TO SOUND SIMULTANEOUSLY B -2,4 2P -20 NEMA 3R _ A -33,35 B -6,8 NEMA 3R FUTURE WHIRLPOOL EQUIPMENT FIELD VERIFY LOCATION FUTURE POOL EQUIPMENT FIELD VERIFY LOCATION EXISTING GARAGE WHIRPOOL - W /FOUNTAIN A -19 GFI EXISTI BATHROOM EXISTING GUEST BEDROOM G.F.I. ELECTRIC PANEL - FLUSH MOUNTED ELECTRIC PANEL - SURFACE MOUNTED GROUND FAULT INTERRUPTOR WEATHER PROOF DISCONNECT SWITCH ELECTRIC MOTOR LIGHT FIXTURE DESIGNATION TELEVISION ANTENNA OUTLET INCANDESCENT FIXTURE - WALL MOUNTED FLUORESCENT LIGHT FIXTURE FLUORESCENT STRIPS DENOTES EXISTING ITEM O A O 1 61.18 A -20 !t\ NOTE: ALL EXISTING TELEPHONE AND CABLE TV OUTLETS AT EXISTING SECTIONS OF THE RESIDENCE ARE TO REMAIN AS IS. FIELD VERIFY. J.BOX FOR HOOD FAN EXISTING DINING ROOM FUTURE POOL F TURE RAIStD PATRO N N " SWAY A -11 +18' 4 EXISTING LIVING ROOM NEW FAMILY ROOM A -17 N „ GFI NEW OFFICE GFI A -17 s I ► NEW _- ��r �� ; A -33 SD N A - AH U • N I A -21,23 II N A -9 L HT; . ++/ ISK � L T II r NEW 1 �i c'.41 ��/ r. -- ml;) L� �- HALLWAY EXISTING BEDROOM EXISTING A— 5 BATHROOM \ A -25,27 A -30,32 WALK -IN C BATH NI —1,3 1 - 1 "0-) IE C I AN SCALE: 1 /4" ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU, P.E. MECH. /ELEC. — #42454 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL 305 -448 -8828 FAX 305- 448 -7375 e -mail esienetrox.net REVISIONS OWNER SUBMISSION 11 -26 -01 PERMIT SUBMISSION 4 -18 -02 U ue)\ L O Q co Q LiJ N LIJ I J u 00 m1 O a Z CC < - N O 0 U Cr) a Q rh M N N I 0 TYPE SERVICE VOLTAGE G.E. MAIN BUS P A \ F L "A" MAINS 225 A 100 A. 10, 3W M.C.B. 120/240 A.I.C. 10,000 10,000 K /VOLT AMP POLE TRIP CON Dui WIRE REMARKS CKT. NO. CKT. NO. CKT. NO. REMARKS WIRE CON DUIT TRIP POLE K /VOLT AMP 120 1 15 1/2" #12 EXIST. LTG. / RECEPT. 1 1 3 2 EXIST. DIN. SM, APPL. #12 1/2" 20 1 1.50 120 1.00 1 20 1/2" #12 FUTURE POOL LIGHTS 5 6 LANDSCAPE LIGHTING #12 3 4 BKFST. SM. APPL. #12 1/2" 20 1 1.50 1.20 SPARE 7 8 SPARE 1.50 5 6 KITCHEN SMALL APPL. #12 1/2" 20 1 1.50 1.20 7 8 KITCHEN SMALL APPL. #12 1 /2" 20 1 1.50 1.20 NEW OFFICE LTG. /REC, 9 10 REFRIGERATOR #12 1/2" 20 1 1.20 1.44 NEW FAMILY RM. REC. 11 12 DISHWASHER #12 1/2" 20 1 1.20 1.44 17 18 MASTER BED RM. REC. 13 14 GARBAGE DISPOSER #12 1/2" 20 1 1.50 1.50 20 19 20 BATH RM. GFI REC, 15 16 18 RANGE 1 OVEN #6 1" 50 2 12.00 1.50 20 21 22 OUTDOOR GFI REC. 17 1.00 1 20 GARAGE REC. 1 LTG. 19 20 22 DRYER #10 3/4" 30 2 5.00 11.00 2 60 1" #6 AHU #1 * 21 23 24 WASHER #12 1 /2" 20 1 1.50 6.10 2 50 1" #6 C.U. #1 * 25 27 26 28 AHU #2 * #8 1" 40 2 7.00 1.00 1 15 1/2" #12 GENERAL LIGHTING 29 30 32 C.U. #2 #10 3/4" 30 2 3.80 1.00 1 15 1/2" #12 GENERAL LIGHTING 31 1,00 1 15 1/2" #12 KITCHEN LIGHTING 33 34 CORRID ❑R LIGHTING #12 1/2" 15 1 1.20 1.00 1 15 1/2" #12 GENERAL LIGHTING 35 36 38 WATER HEATER #8 3/4" 30 2 6.00 1.00 1 15 1/2" # EXTERI ❑R LIGHTING 37 10.50 2 70 1.25" #4 SUB -PANEL "B" 39 41 40 SPARE 1.00 42 SPARE 1.00 39.38 TOTAL LOAD : 83,980 VA A/C LOAD (100%) - -- 18,000 VA 1st. 10 kVA(100 %) --- 10,000 VA REST (407) 22,360 VA * r TOTAL DEMAND LOAD: 50,360 VA - -- 210 AMPS, FEEDER: 3 #4/0 THW, CU. IN 2 1 /2 "C. 44.60 * TOTAL LOAD CALCS.: TYPF G.E. P A\ FL "B" MAIN MAINS A.I.C. BUS 100 A. SERVICE VOLTAGE 10, 3W M.L.O. 120/240 2 SHEETS 10,000 K /VOLT AMP POLE TRIP CON Dun- WIRE REMARKS CKT. NO. CKT. NO. REMARKS WIRE CON DUIT TRIP POLE K /VOLT AMP 3.00 2 25 1/2" #10 FUTURE POOL EQUIP. 1 3 N d FUTURE SPA EQUIP. #12 1/2" 20 2 2.00 1.00 1 20 1/2" #12 FUTURE POOL LIGHTS 5 6 LANDSCAPE LIGHTING #12 1/2" 20 1 1.50 1.50 SPARE 7 8 SPARE 1.50 9 10 11 12 13 14 15 16 17 18 19 20 21 22 ' 23 24 ' DEMAND LOAD: 10,500 VA - -- 44 AMPS. FEEDER: 3 #4 THW, CU. IN 1 1/4 "CONDUIT DRAWN E. A. CHECKED E.A. DATE 10-8-01 SCALE AS SHOWN JOB NO. 01 OF SHEET C 2 2 SHEETS GENERAL ELECTRICAL NOTES 1 . ALL WORK SHALL BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE, SOUTH FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES AND STANDARDS. 2 . a) THE DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS, BENDS AND BOXES REQUIRED TO MAKE A COMPLETE NEAT INSTALLATION IN ACCORDANCE WITH N.E.C. b) WHEN CONFLICTS ARISE IN LOCATIONS WIRING DEVICES, ELECTRICAL EQUIPMENT, DISCONNECTS, PANELBOARDS, ETC. DUE TO FIELD CONDITION OR IMPROPER FIELD COORDINATION CONTRACTOR SHALL BRING IT TO THE A / E's ATTENTION AND AT NO EXTRA COST RELOCATE, AND OR EXTEND WITHIN A REASONABLE DISTANCE SUCH ITEM WHICH IS IN CONFLICT. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING LOCATION OF ALL COMPONENT PRIOR TO ROUGH IN WITH ALL TRADES NO EXTRAS WILL BE ALLOWED FOR FAILURE TO DO SO. 3 . THE CONTRACTOR IS RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE SITE PRIOR TO COMMENCING / BIDDING WORK. 4 . THE CONTRACTOR SHALL SATISFACTORILY REPAIR /REPLACE EQUIPMENT OR PART OF STRUCTURE DAMAGED AS A RESULT OF HIS WORK. SURFACES AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 5 . APPROVAL SHALL BE OBTAINED FROM AN STRUCTURAL ENGINEER PRIOR TO CUTTING OR DRILLING ANY STRUCTURAL SUPPORT MEMBER. 6 . ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND RUN CONCEALED IN FINISHED AREAS EXCEPT AS SPECIFICALLY SHOWN /NOTED OTHERWISE. 7 . WIRE SHALL BE REMOVED BACK TO SOURCE FROM INACCESSIBLE RACEWAYS NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8 . INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL COMPONENTS FOR AIR CONDITIONING SYSTEMS AS SHOWN /NOTED ON THESE DRAWINGS AND PER OTHER APPLICABLE DRAWINGS / INSTRUCTIONS. SEE AIR CONDITIONING DRAWING. 9 . ALL MATERIAL REMOVED SHALL BE DISPOSED OF AS DIRECTED BY OWNER. 10 . ALL CONDUCTOR SHALL BE COPPER. 11 . ALL MATERIALS SHALL BE U.L. APPROVED. 12 . CONTRACTOR SHALL SEAL ALL FLOOR OPENING WITH A FIRE SEAL SIMILAR TO 'OZ' FLAME SEAL. 13 . SEE ARCHITECTURAL DRAWING FOR INFORMATION CONCERNING EXISTING CONDITIONS, NEW WORK AND COUNTER DETAILS. 14 . NEW TYPEWRITTEN PANEL TALLY SHALL BE FURNISHED AFTER JOB IN COMPLETED REFLECTING ALL CHANGES AND ADDITIONS. 15 . ALL WIRING DEVICES TO BE SPECIFICATION GRADE WITH PLASTIC COVER PLATES EQUAL TO LEVITON 53500 SERIES (SWITCHES); 5252 SERIES (RECEPTACLES). 16 . ALL EMPTY CONDUITS TO BE PROVIDED WITH NYLON PULL STRINGS. 17 . FUSES SHALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 18 . A/C EQUIPMENT WIRING, BREAKER AND FUSE SIZES ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWING. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 19 . CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH OTHER TRADES IN OTHER TO FURNISH AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL CIRCUIT WIRING AND RACEWAY AS SHOWN ON THE AIR CONDITIONING DRAWING OR SPECIFICATIONS. IF AIR CONDITIONING IF DRAWING REFER TO MANUFACTURERS WIRING DIAGRAMS, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 20 . RISERS ARE DIAGRAMMATIC ONLY. THEY DO NOT SHOW EVERY BEND REQUIRED FOR THE INSTALLATION. 21 . THIS DRAWING IS A GUIDE FOR THE ELECTRICAL INSTALLATION OF ELECTRICAL SERVICE. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 22 . ALL CABLES SHALL BE RUN WITHOUT SPLICES EXCEPT OTHERWISE INDICATED. 23 . ALL PULL AND JUNCTION BOXES SHALL BE ACCESSIBLE AT ALL TIMES. 24 . EXACT POINT AND METHODS OF CONNECTION SHALL BE DETERMINED IN FIELD. 25 . ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 26 . ALL ROUGH IN DIMENSION ARE TO CENTER LINE OF DEVICE UNLESS OTHERWISE NOTED. 27 . ALL EXTERIOR SURFACE MOUNTED LUMINARIES, POSTS, POST TOPS, POLES AND AREA LIGHTING LUMINARIES TO HAVE FINISH COLOR TO MATCH ARCHITECTURAL WINDOW FRAME COLOR UNLESS OTHERWISE SPECIFICALLY NOTED. * LOAD CALCULATION BASED ON A/C HEATING MODE OVERHEAD SERVICE FROM EXISTING FP &L SOURCE. FIELD VERIFY EXISTING SERVICE SIZE. RE -USE IF FOUND TO MATCH PLANS. OTHERWISE, PROVIDE NEW. 120/240V., 1PH.,3W GROUND WIRE TIED TO STRUCTURAL STEEL IN FOUNDATION. .E-X 1-N 6 METER I #2 CU. GROUND L - 3 #4/0 THW, CU. IN 2 1/2 "C. MAIN #1 OF 1 120/240 1 PH.,3W A.I.C.: 10, 000 NEMA 3R a /1 6' -0' (MIN.) NEW 225A M.C.B. CAL R BLDG. EXTERIOR GARAGE SI- R C 3 #4/0 THW, CU. IN 2 1/2 "C. 100 A. M.L.O. NEW PANEL "B" 120/240 V. 1 PH., 3W AIC +10,000 METALLIC COLD WATER PIPE 3 #4 THW, CU. IN 1 1/4"C. 3/4 "0x10' -0 "L COOPER CLAD GROUND RODS DRIVEN INTO GROUND ACAV 225 A. M.C.B. PANEL 'A' 120/240 V. 1 PH., 3W AIC:10,000 FIELD VERIFY EXISTING PANEL "A" SIZE AND CONFIGURATION. IF FOUND TO BE SUITABLE PER PANEL SCHEDULE SHOWN ON THIS SHEET, RE -USE EXISTING PANEL. OTHERWISE PROVIDE NEW AS SHOWN. ESI ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU, P.E. MECH./ELEC. - #42454 2821 DOUGLAS ROAD WAN FL 33133 TEL 305 - 448 -8828 FAX 305- 448 -7375 e -mail ea1®netrox. net V REVISIONS OWNER SUBMISSION 11 -26 -01 PERMIT SUBMISSION 4-18-02 B Y ink I �l slue imi ry 0 V) w w J w CDCC 1- w 0 S J Z 0 < U J - Q J w Z w Z < J O w 1 AIR CONDITIONING UNIT SCHEDULE UNIT NO. MANUF. MOD. (POSITION UNIT NO. CU MODEL TOTAL CAP. BTU/HR SENSIBLE CAP /HR EVAPORATOR C FLOW COM. RLA OUT DOOR FAN BLOW COIL FLA HEAT KW V p COND. UNIT V ph NON REQUIRED IN R AJ= LU. -1- 1SEER,L14. 8 CARRIER FK4CNFOO5 (VERTICAL) CU - 1. 38TDA048 SYNERGY 2000. 49,630 - 36,100 . 1,640 0.5 23.6 1.5 4.3 1 / 2 240 1 B0 240 1 50 A.H.U. 2 SEER 114.0 W /R -410A TXV CARRIER FK4CNF003 (VERTICAL) CU 2. 38TXA030 29,600 19,500 1,045 0.5 14.7 0.8 4.3 1 / 2 6 240 1 35 240 1 30 OUTDOOR CONDITIONS: 91'F DB, 79'FWB V - VOLTS INDOOR CONDITIONS: 74'F DB, RELATIVE HUMIDITY = 50% ph - NUMBER OF PHASES a - FUSE AMPS OUTSIDE AIR INTAKE CALCULATIONS PER ASHRAE : N OCCUPANCY IN SPACE SERVE BY HVAC UNIT #1. : 5 PEOPLE 15 CFM / PERSON OF 0/A INTAKE REQUIRED 15 CFM / PERSON X 5 PEOPLE = 75 CFM 75 CFM OF 0/A INTAKE VIA MANUAL VOLUME DAMPER IN NEW 0/A INTAKE DUCT FOR NEW SPLIT TYPE AIR HANDLING UNIT #1. OCCUPANCY IN SPACE SERVE BY HVAC UNIT #2. : 4 PEOPLE 15 CFM / PERSON OF 0/A INTAKE REQUIRED 15 CFM / PERSON X 4 PEOPLE = 60 CFM 60 CFM OF 0/A INTAKE VIA MANUAL VOLUME DAMPER IN NEW 0/A INTAKE DUCT FOR NEW SPLIT TYPE AIR HANDLING UNIT #2. HVAC Design Schedule per SFBC Appendix "A" HVAC DESIGN REQUIRES: YES NO REMARKS DUCT SMOKE DETECTOR(S) NO FIRE DAMPER(S) NO NON REQUIRED SMOKE DAMPER(S) rI ON NO NON REQUIRED FIRE RATED PARTITION YES NO GARAGE WALLS FIRE RATED ROOF /FLOOR CEILING ASSEMBLY FIRE S , OPPING YES PENET. THRU RATED PART. SMOKE CONTROL NO NSATE DRAIN MBER CLINCH EDGES PLASTIC OR METAL BUSHINGS 1 /4 "^- GALV. BA TO BRANCH DUCT GALV. STEEL ROD SET SCREW SPACER REVD. ON INSULATED DUCTS FLFXIBL 6 "CONCRETE PAD TYP. DETAIL OF 90" DUCT TAP WITH DAMPER BLADE ELBOW FLEXIBLE DUCT DUCT CONNECTION DETAILS SEAL JOINT WITH DUCT SEALER & TAPE FIN. FLOOR OR ROOF SUPPLY D FAN SEC 3/4" CD & BY PLU ISOMODE CONDEN PLU TYPICAL AIR HANDLING UNIT DETAIL N.T.S. IIIIIIIIII I :II I I III T r-. TRUNK DUCT AIR FLOW TURNING VANES W /S.M. SCREW FASTERNERS IN DUCTS 8" 0.C. OR LARGER JOIN FLEX DUCT TO SPIN - IN FITTING IN ACCORD TO MFGR. INSTALL. INSTRUCT. USE SEALER AND BANDING DEVICE. \\ 18 GAGE GALV. SHEET STEEL DAMPER BLADE: FULL HEIGHT OF MAIN DUCT. DOUBLE BEND LEADING EDGE F QAMPER BLADE 2X D IF POSSIBLE LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) NOTE: VERIFY THAT UNIT IS MOUNTED ABOVE FLOOD ELEVATION _rTAIL CR N TS HEATER :TION =S ECTION PPORTS OR I III I III III III I 111 I I 111 III II 111 11171 17111 PAD MOUNTED COND. UNIT DETAIL nts IS) TYPICAL 2 "W X 6 "L GALV. METAL STRAPS ATTACHED TO COND. UNIT W/ 1/4" MACHINE SCREWS AND TO CONCRETE PAD W/ 1/4 "0 X 2 1 /4 "L CONCRETE SCREWS /GRUMMETS. TYP. OF 4 SUCH STRAPS AT EACH FACE PF CONDENSING UNIT. H.V.A.C. NOTES 1. ALL WORK SHALL BE AS PER S.F.B.C. AND NFPA 2. ALL FIBERGLASS DUCT WORK SHALL BE, 1.5" (R -6) THICK WITH VAPOR BARRIER. EXHAUST DUCT SHALL BE 24 GAGE GALV. METAL WITHOUT INSULATION. 3. DUCT WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & ACCORDING TO ASHRAE & SMACNA STANDARDS AND IN COMPLIANCE WITH UL 181. 4. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH x HEIGHT. DUCT SYSTEM SHALL COMPLY WITH NFPA STD. NO. 90A AND /OR 90B. DUCTWORK AND MATERIALS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 5. COORDINATE LOCATIONS, SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS. SPILITTERS AND DAMPERS AS REQUIRED. A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN THE FABRICATION AND INSTALLATION OF THE SYSTEM. 6. ALL SUPPLY AIR AND RETURN AIR GRILLES /DIFFUSERS SHALL BE NEW, AND SHALL BE LOCATED AND BALANCED IN ORDER THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: COOLING - 76 DB INSIDE OUTSIDE HEATING - 72 DB 45 - DB RELATIVE HUMIDITY 90 DB - 79 WB 50% TO 60% 7. ALL TEMPERATURE CONTROLS SHALL BE VIA WALL MOUNTED T'STATS AT 5' -0" A.F.F. WHERE SHOWN ON PLAN 8. ALL NEW GRILLES AND DIFFISURES TO BE ALUMINUM CONSTRUCTION. DIFFUSERS SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. 9. PROJECT ARCH. SHALL REVIEW AND APPROVE ALL DIFFUSER TYPES & FINISHES PRIOR TO PURCHASE AND INSTALLATION. 10. REFRIGERANT PIPING (SUCTION) SHALL BE INSULATED WITH MINIMUM 3/4" THICK ARMAFLEX INSULATION. 11. ALL AIR HANDLING UNITS SHALL BE INSTALLED WITH 4" CLEARANCE ALL AROUND INSIDE MECHANICAL CLOSET. 12. ALL CONDITIONS AND SYSTEMS NOTED AS EXISTING SHALL BE FIELD VERIFIED. ALL NECESSARY SERVICE & REPAIRS SHALL BE PROVIDED TO THE EXISTING SYSTEM IN ORDER TO ENSURE PROPER OPERATION. 13. CONTRACTOR SHALL FIELD VERIFY /COORDINATE ALL CONDITIONS AND PARAMETERS W /OTHER TRADES INVOLEVED W /THE PROJECT. SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL TERMINATE EXH. W /RAIN CAP EXH. DUCT UP 24 GAGE GALV. METAL 1I \ ROOF CONSTRUCTION VENT THRU ROOF DETAIL N.T.S. SLEEVE ROOF CONSTRUCTION AS REQUIRED �XI ATH 6 "0 KITCHEN EXH DUCT UP TO CLG & TERMINATING W /WALL CAP @ EXT WALL. ING EXISTING GARAGE 6 "0 DRYER EXH DUCT UP TO RAIN CAP © ROOF. EXH FAN & GR NUTONE QT -80, 80 CFM, W /6 "0 EXH DUCT UP TO CLG & TERMINATING W /WALL CAP @ EXT WALL. A �n OOM 6X4 40 ZFM 6X8 18X4 CD ._ 185 CFM EXISTING GUEST BEDROOM U.C. 10X8 0 W CD REF. OX4 CD 1 105 CFA 18X4 CD 175 CFM EXH F NUTO, CFM, DUCT UP TO CAP © ROOF. 10X4 CDI 1105 CFM EXIST'GI'. •H #1, 1640 C "TI AL, W/16 . = % CT UP TO CLG. PROVIDE 4" CLEARANCE AROUND AHU. REF. PIPES IN WALL 0 CLG. 12X8 SKYLIGHT 1 r 10X4 CD 90 CFM EXISTING DINING ROOM U 16X8 0 0 18X4 CD 185 CFM 6 "0 0/A INTAKE co DUCT DN IN MECH CO CLOSET & ATTACHED TO R/A SECTION OF AHU & TERMINATING W /RAIN CAP @ ROOF. SET MVD @ 75 CFM. SCALE: 1 / w co #1 T co { PROPO ECH 18X4 CD 185 CFM 97 U.C. 5 REF PIPES @ CLG SKYLIGHT 4X8 10X4 CD 90 CFM 26X18 R/A GR W /1" DISP. FILTER WALL MOUNTED @ 6" A.F.F. & ATTACHED TO R/A STUB DUCT CONNECTED TO R/A SECTION OF AHU EXISTING LIVING ROOM NEW FAMILY ROOM 12 X8 18X4 CD 185 CFM U.C. L ED N CA 1 � 16X8 CLG MOUNTED R/A GR ATTACHED TO 14X8 R/A DUCT. 18X4 CD 185 CFM 10X8 oo a, 1 8X4 CD 1 70 CFM co x 0 FULL LOUVER FOR R /A. NEW OFFICE REF. PIPES IN WALL TO CLG. 16X8 CLG MOUNTED R/A GR ATTACHED TO 14X8 R/A DUCT. U. C.L 20X8 1OX U. C. AN oo X 0 OD X x EXISTING BEDROOM 16X6 CD 220 CFM NEW MASTER BEDROOM 16X6 CD 220 CFM AHU FZ, 1045 CFM, VERTICAL, W/16X12 S/A DUCT J° TO CLG. PROVIDED 4" CLEARANCE AROUND AHU. TYPICAL MANUAL VOLUME DAMPER. 16X4 CD 160 CFM 6" 2 4 CD 0 CFM EXISTING BEDROOM 6X8 6X8 EXIST 6X4 CD BATH R 40 CFM C- EXH FAN & GR NUTONE QT -150, 150 CFM, W /6 "m EXH DUCT UP TO RAIN CAP © ROOF. cJ MVD 0/A INTAKE REF PIPES © CLG -_ TYPICAL UNDERCUT DOOR 1" A.F.F. FOR RETURN AIR. I CU #1 CU #2 I I 2' MIN. TYPICAL PAD MOUNTED CU ABOVE FLOOD LEVEL. EXH FAN & GR NUTONE QT -80, 80 CFM, W/6 "0 EXH DUCT UP TO CLG & TERMINATING W /WALL CAP @ EXT WALL. WALK -IN CLOSET 8X4 CD NEW 70 CFM WI- L BATHROOM NEW 14X4 CD n 135 CFM 6 "0 0/A INTAKE DUCT DN IN MECH CLOSET FINISHING W /OPEN END @ 12" A.F.F. NEXT TO R/A SECTION OF AHU & TERMINATING W /WALL CAP @ EXT WALL MIN. 10" AWAY FROM BATHRM. EXH. SET MVD © 60 CFM. REF. PIPES DN IN WALL & TO CU ]E S I ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH. /E T FC. - #42454 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL 305 -448 -8826 FAX. 305- 448 -7375 e -mail eaiOnetrox.net 1 UCT ELECTRIC SECTION / E rI ON COIL SEC REF. LINE FRAP IBER \ \ R STEEL SI FIN. FLO L J CLINCH EDGES PLASTIC OR METAL BUSHINGS 1 /4 "^- GALV. BA TO BRANCH DUCT GALV. STEEL ROD SET SCREW SPACER REVD. ON INSULATED DUCTS FLFXIBL 6 "CONCRETE PAD TYP. DETAIL OF 90" DUCT TAP WITH DAMPER BLADE ELBOW FLEXIBLE DUCT DUCT CONNECTION DETAILS SEAL JOINT WITH DUCT SEALER & TAPE FIN. FLOOR OR ROOF SUPPLY D FAN SEC 3/4" CD & BY PLU ISOMODE CONDEN PLU TYPICAL AIR HANDLING UNIT DETAIL N.T.S. IIIIIIIIII I :II I I III T r-. TRUNK DUCT AIR FLOW TURNING VANES W /S.M. SCREW FASTERNERS IN DUCTS 8" 0.C. OR LARGER JOIN FLEX DUCT TO SPIN - IN FITTING IN ACCORD TO MFGR. INSTALL. INSTRUCT. USE SEALER AND BANDING DEVICE. \\ 18 GAGE GALV. SHEET STEEL DAMPER BLADE: FULL HEIGHT OF MAIN DUCT. DOUBLE BEND LEADING EDGE F QAMPER BLADE 2X D IF POSSIBLE LOW VELOCITY SUPPLY AIR DUCT (SEE PLAN VIEW) NOTE: VERIFY THAT UNIT IS MOUNTED ABOVE FLOOD ELEVATION _rTAIL CR N TS HEATER :TION =S ECTION PPORTS OR I III I III III III I 111 I I 111 III II 111 11171 17111 PAD MOUNTED COND. UNIT DETAIL nts IS) TYPICAL 2 "W X 6 "L GALV. METAL STRAPS ATTACHED TO COND. UNIT W/ 1/4" MACHINE SCREWS AND TO CONCRETE PAD W/ 1/4 "0 X 2 1 /4 "L CONCRETE SCREWS /GRUMMETS. TYP. OF 4 SUCH STRAPS AT EACH FACE PF CONDENSING UNIT. H.V.A.C. NOTES 1. ALL WORK SHALL BE AS PER S.F.B.C. AND NFPA 2. ALL FIBERGLASS DUCT WORK SHALL BE, 1.5" (R -6) THICK WITH VAPOR BARRIER. EXHAUST DUCT SHALL BE 24 GAGE GALV. METAL WITHOUT INSULATION. 3. DUCT WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & ACCORDING TO ASHRAE & SMACNA STANDARDS AND IN COMPLIANCE WITH UL 181. 4. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH x HEIGHT. DUCT SYSTEM SHALL COMPLY WITH NFPA STD. NO. 90A AND /OR 90B. DUCTWORK AND MATERIALS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 5. COORDINATE LOCATIONS, SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS. SPILITTERS AND DAMPERS AS REQUIRED. A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN THE FABRICATION AND INSTALLATION OF THE SYSTEM. 6. ALL SUPPLY AIR AND RETURN AIR GRILLES /DIFFUSERS SHALL BE NEW, AND SHALL BE LOCATED AND BALANCED IN ORDER THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: COOLING - 76 DB INSIDE OUTSIDE HEATING - 72 DB 45 - DB RELATIVE HUMIDITY 90 DB - 79 WB 50% TO 60% 7. ALL TEMPERATURE CONTROLS SHALL BE VIA WALL MOUNTED T'STATS AT 5' -0" A.F.F. WHERE SHOWN ON PLAN 8. ALL NEW GRILLES AND DIFFISURES TO BE ALUMINUM CONSTRUCTION. DIFFUSERS SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. 9. PROJECT ARCH. SHALL REVIEW AND APPROVE ALL DIFFUSER TYPES & FINISHES PRIOR TO PURCHASE AND INSTALLATION. 10. REFRIGERANT PIPING (SUCTION) SHALL BE INSULATED WITH MINIMUM 3/4" THICK ARMAFLEX INSULATION. 11. ALL AIR HANDLING UNITS SHALL BE INSTALLED WITH 4" CLEARANCE ALL AROUND INSIDE MECHANICAL CLOSET. 12. ALL CONDITIONS AND SYSTEMS NOTED AS EXISTING SHALL BE FIELD VERIFIED. ALL NECESSARY SERVICE & REPAIRS SHALL BE PROVIDED TO THE EXISTING SYSTEM IN ORDER TO ENSURE PROPER OPERATION. 13. CONTRACTOR SHALL FIELD VERIFY /COORDINATE ALL CONDITIONS AND PARAMETERS W /OTHER TRADES INVOLEVED W /THE PROJECT. SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL TERMINATE EXH. W /RAIN CAP EXH. DUCT UP 24 GAGE GALV. METAL 1I \ ROOF CONSTRUCTION VENT THRU ROOF DETAIL N.T.S. SLEEVE ROOF CONSTRUCTION AS REQUIRED �XI ATH 6 "0 KITCHEN EXH DUCT UP TO CLG & TERMINATING W /WALL CAP @ EXT WALL. ING EXISTING GARAGE 6 "0 DRYER EXH DUCT UP TO RAIN CAP © ROOF. EXH FAN & GR NUTONE QT -80, 80 CFM, W /6 "0 EXH DUCT UP TO CLG & TERMINATING W /WALL CAP @ EXT WALL. A �n OOM 6X4 40 ZFM 6X8 18X4 CD ._ 185 CFM EXISTING GUEST BEDROOM U.C. 10X8 0 W CD REF. OX4 CD 1 105 CFA 18X4 CD 175 CFM EXH F NUTO, CFM, DUCT UP TO CAP © ROOF. 10X4 CDI 1105 CFM EXIST'GI'. •H #1, 1640 C "TI AL, W/16 . = % CT UP TO CLG. PROVIDE 4" CLEARANCE AROUND AHU. REF. PIPES IN WALL 0 CLG. 12X8 SKYLIGHT 1 r 10X4 CD 90 CFM EXISTING DINING ROOM U 16X8 0 0 18X4 CD 185 CFM 6 "0 0/A INTAKE co DUCT DN IN MECH CO CLOSET & ATTACHED TO R/A SECTION OF AHU & TERMINATING W /RAIN CAP @ ROOF. SET MVD @ 75 CFM. SCALE: 1 / w co #1 T co { PROPO ECH 18X4 CD 185 CFM 97 U.C. 5 REF PIPES @ CLG SKYLIGHT 4X8 10X4 CD 90 CFM 26X18 R/A GR W /1" DISP. FILTER WALL MOUNTED @ 6" A.F.F. & ATTACHED TO R/A STUB DUCT CONNECTED TO R/A SECTION OF AHU EXISTING LIVING ROOM NEW FAMILY ROOM 12 X8 18X4 CD 185 CFM U.C. L ED N CA 1 � 16X8 CLG MOUNTED R/A GR ATTACHED TO 14X8 R/A DUCT. 18X4 CD 185 CFM 10X8 oo a, 1 8X4 CD 1 70 CFM co x 0 FULL LOUVER FOR R /A. NEW OFFICE REF. PIPES IN WALL TO CLG. 16X8 CLG MOUNTED R/A GR ATTACHED TO 14X8 R/A DUCT. U. C.L 20X8 1OX U. C. AN oo X 0 OD X x EXISTING BEDROOM 16X6 CD 220 CFM NEW MASTER BEDROOM 16X6 CD 220 CFM AHU FZ, 1045 CFM, VERTICAL, W/16X12 S/A DUCT J° TO CLG. PROVIDED 4" CLEARANCE AROUND AHU. TYPICAL MANUAL VOLUME DAMPER. 16X4 CD 160 CFM 6" 2 4 CD 0 CFM EXISTING BEDROOM 6X8 6X8 EXIST 6X4 CD BATH R 40 CFM C- EXH FAN & GR NUTONE QT -150, 150 CFM, W /6 "m EXH DUCT UP TO RAIN CAP © ROOF. cJ MVD 0/A INTAKE REF PIPES © CLG -_ TYPICAL UNDERCUT DOOR 1" A.F.F. FOR RETURN AIR. I CU #1 CU #2 I I 2' MIN. TYPICAL PAD MOUNTED CU ABOVE FLOOD LEVEL. EXH FAN & GR NUTONE QT -80, 80 CFM, W/6 "0 EXH DUCT UP TO CLG & TERMINATING W /WALL CAP @ EXT WALL. WALK -IN CLOSET 8X4 CD NEW 70 CFM WI- L BATHROOM NEW 14X4 CD n 135 CFM 6 "0 0/A INTAKE DUCT DN IN MECH CLOSET FINISHING W /OPEN END @ 12" A.F.F. NEXT TO R/A SECTION OF AHU & TERMINATING W /WALL CAP @ EXT WALL MIN. 10" AWAY FROM BATHRM. EXH. SET MVD © 60 CFM. REF. PIPES DN IN WALL & TO CU ]E S I ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH. /E T FC. - #42454 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL 305 -448 -8826 FAX. 305- 448 -7375 e -mail eaiOnetrox.net FIXTURE CONNECTION SCHEDULE ITEM WASTE & SOIL WATER COLD HOT WATER CLOSET 3 "© 1 /8 " /FT. 1/2" TUB 2 "© 1 /4 " /FT. 1 /2" 1/2" LAVATORY 1 1/4 " ©1/4" /FT. 1/2" 1/2" HOSE BIBB 3/4" SHOWER 2 "© 1 /4" /FT. 1 /2" 1/2" KIT. SINK 1/2" 1/2" WASHER 2 1/4" /FT: 1/2" 1/2" LAUNDRY SINK 2 "© 1/4" /-T. 1/2" 1/2" WC = t5 GALLON PER FLUSH PIPING MATERIALS PL.JVBI \G L SANITARY WASTE SANITARY VENT COLD WATER HOT WATER VALVE HOSE BIBB \D PLUMBING NOTES 1. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE "SOUTH FLORIDA BUILDING CODE ", CHAPTER 46, LOCAL ORDINANCE AND IN COMPLIANCE WITH "FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. 2. CONTRACTOR TO VERIFY AT SITE LOCATION THE ELEVATION AND SIZE OF EXISTING WATER AND SEWER MAINS FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH COAT OF BITUMINOUS COMPOUND ( "BITUSMATIC" OR EQUAL) BEFORE COVERING. ALL UNDERGROUND COPPER PIPING SHALL BE FULLY SLEEVED. 4. PROVIDE SHUT -OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS WITH HOSE -END CONNECTION. 5. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS. 6. PLUMBING FIXTURES SHALL BE "AMERICAN STANDARD" OR APPROVED EQUAL. ALL FIXTURE TRIM SHALL BE CHROME PLATED. FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES SHALL SLOPE 1/8" PER FOOT. UNLESS OTHERWISE NOTED. 8. PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTION AND AT BOTTOM OF STACKS CLEAN OUT LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE. 9. VENT LINES SHALL EXTEND 6" MIN. ABOVE ROOF AND FLASHED WITH LEAD OR CONNECTED TO EXISTING VENT LINES. 10. ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. 11. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, BRANCHES, GROUPS OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. 1. SANITARY WASTE, VENT AND STORM DRAIN: BELOW GROUND: "CAST IRON ", SERVICE WEIGHT, PIPE, & FITTINGS ACCORDING TO ASTM A -74 HUB & SPIGOT OR, ABOVE GROUND: "CAST IRON ", SOIL PIPE, "HUBLESS ", ACCORDING TO CISPI- 301 -78, ASTM A -74, WITH STAINLESS STEEL SHIELD AND CLAMPS OVER NEOPRENE SEALING SLEEVE. ALTERNATE: THE PLUMBING CONTRACTOR MAY ELECT, IF APPROVED BY OWNER, TO USE THE FOLLOWING MATERIAL SPECIFICATION FOR WASTE, VENT AND STORM DRAIN SYSTEM: POLYVINYL CHLORIDE (PVC) PIPE & FITTINGS (SCHEDULE 40). MATERIAL SHALL COMPLY WITH D -1784, TYPE 1, GRADE 1 COMPOUND. PIPE SHALL COMPLY WITH ASTM D -1785. FITTIINGS SHALL COMPLY WITH ASTM D -2467 SOCKET TYPE. SOLVENT CEMENT SHALL COMPLY WITH D -2564. 2. CONDENSATE DRAINS FROM AIR CONDITIONING UNITS: "PVC" SCHEDULE 40 PIPE & FITTINGS. 3. DOMESTIC WATER ABOVE GROUND: TYPE L COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND, FULLY SLEEVED, PIPE ACCORDING TO ASTM B -42. TUBE ACCORDING TO ASTM B -88. ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21.6. STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM Al20 -68. 4. ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B -88 BRONZE GATE VALVES. 5. PROVIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. DOMESTIC WATER PIPING 1. UNDERGROUND: GALVANIZED STEEL PIPE, SCHEDULE 40 SCREWED (ASTM Al20 -78) WITH MALLEABLE IRON FITTING GALVANIZED TO MATCH PIPE. ANSI B16.3 -71, ASTM A197 -47 OR CAST IRON FLANGED FITTINGS (ANSI B16.1). PIPE SHALL BE PROTECTED WITH COAT OF BITUMINOUS COMPOUND. COPPER TUBING TYPE K ASTM B88 -75, ACCEPTED ALTERNATE. ALL COPPER PIPING BLW. GROUND SHALL BE SLEEVED. 2. ABOVE GROUND: GALVANIZED STEEL PIPE, SCHEDULE 40 SCREWED (ASTM Al20 -78) WITH MALLEABLE IRON FITTINGS GALVANIZED TO MATCH PIPE. ANSI B16.3 -71, ASTM A197 -47 OR CAST IRON FLANGED FITTINGS (ANSI B16.1). COPPER WATER TUBING, TYPE L, ASTM B88 -75 WITH WROUGHT COPPER FITTINGS, ANSI B16.22 -73. 3. PIPE HANGERS AND SUPPORTS: PROVIDE ADJUSTABLE HANGERS, INSERTS BRACKETS, ROLLS, CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTION OF PIPE LINES AND COVERING TO RUN CONTINUOUSLY THROUGH HANGERS. 4. SPACING AND SIZES A. HORIZONTAL CARBON STEEL PIPE PIPE SIZE ROD DIAMETER UP TO 1 -1/4" 3/8" 1-1/2" & 2" 3/8" B. HORIZONTAL COPPER PIPING PIPE SIZE ROD DIAMETER UP TO 1" 1 -1/4" & 1 -1/2" 2" 3/8 3/8" 3/8" MAXIMUM SPACING 8' 10' MAXIMUM SPACING 6' 6' 8' MANHOLE 22" DIA.- - 'I TOP SHALL BE REINFORCED WITH 3/8" STEEL RODS ON 6" CENTERS EACH DIRECTION FINISHED GRADE MANHOLE 22" DIA. 1 8" AIR SPACE 1 - 6" 4' -10" NOTE: OUTLET, INLET, TOP, AND MANHOLES TO BE SEALED AND MADE WATERPROOF 1050 GAL. SEPTIC TANK W /TRAFFIC LID N.T.S INSULATED HOT WATER HEAT TRAP Water e a t e r NOTE: PRIOR TO COMMENCING W /WORK CHECK ALL EXIST. CONDITIONS TO ASSURE A PROPER NEW INSTALLATION AS PER DWG. VISIT THE SITE TO ACQUAINT YOUR SELF W /ALL CONDITIONS, AS CHANGE ORDERS WILL NOT BE ALLOWED FOR YOUR FAILURE TO DO SO. COORDINATE W /ALL OTHER TRADES AND REPORT DISCREPANCIES TO ARCHITECT. NOTE: PROVIDE ANTI - SCALDING VALVE AT HOT WATER CONNECTIONS TO ALL TUBS AND SHOWERS. SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL VENT STACK 9' - 3" PLAN VIEW 3' 6" MIN. 4" OF COVER 2" 9' 3" SECTION A -A MIN. 1 ' . MAX. 3' " MIN. 4' -O' LINE W/ 3/8" ARMAFLEX UNIONS AT INLET & OUTLET CONNECTIONS CONTINUE 1" DRAIN LINE TO BLDG. EXTERIOR 6 "A.F.G. NOTE: ANY VENT PIPE WITHIN 10' -0" OF ANY DOOR, WINDOW, OR EXHAUST OPENINGS SHALL EXTEND NOT LESS THAN 3' -0" ABOVE SUCH VENT THRU ROOF DETAIL N.T.S. # 4 BARS 6" 0/C E.E WITH CONTINUITY AROUND A # -4 BARS 6" 0/C E.E WITH CONTINUITY AROUND CORNERS FOR WALLS & FLOOR NOTE: 3000 PSI, 28 DAYS 3/4"Xl 2" A1R CH. S COLD WATER LINE. SEE DRAWING FOR SIZE AND SPECIFICS. WH SOV TO BE SAME SIZE AS THE PIPE IT SERVES WATER HEATER - SEE SPECIFICATIONS FOR CAPACITY AND HEATING ELEMENTS INFORMATION ASME RATED P &T RELIEF VALVE CONTINUE P &T RELIEF LINE TO RELIEF RISER 6 "A.F.G. PROVIDE A 2" HIGH GALVANIZED METAL SAFE PAN FOR A WATER HEATER LOCATED ABOVE GROUND FLOOR SLAB ) e ,all TURN HEAD PIPE DOWN INTO STACK ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED 2' - 6" 1 1' FINISHED GRADE 'E 4 . FILTER SAND DRAINFIELD DETAIL W /PERFORATED POLY ETHYLENE TUBING N.T.S. Z 0 7 0 X W 0 w 0 EXIST. 1"CW BELOW GRADE - FROM WATER METER. FIELD VERIFY. 1"CW RISER UP TO CLG. 0 3 /4 "HB W /SOV & VAC. BREAKER. WHIRPO W /FOUNTAIN 1/2"CW AT CLG. 1/2"CW AT CLG. 1 /2 "CW,HW TO LAV. EXISTING GARAG ©1 /4 " /FT -2F 1 /2 "CW,HW UP TO SINK. 3 " 01 /8 " /FT - 11FU. O 1/2"CW TO REF. 1"CW AT CLG. 1/2"CW AT CLG 1 /2"CW,HW TO WASH. EXISTING GUEST BEDROOM PROPO P B 1/2"CW TO WC. WC LAV 1FU. REF. r ` • ' �� • P� • I • "I ASH 4FU. C � EXIST 3 "SAN -7FU TO TA IELD VE , Y. SCALE: 1 /-"1 2 "VENT. AT CLG. 2"©1/4" /FT FU. _ 1 1 /2 "HW AT CLG. ---- 3 " ©1 /8" /FIT -5FU. 2 3 /4 "CW AT CLG. SINK 2FU. 3 "VTR. EXISTING DINING ROOM 0 3 " ©1/8 "/ /< 1/2"HW AT CLG. SKYLIGHT FUTURE POOL 1111111111t iii\ �� G P FUTURE RAISED PATIO 3 " ©1 /8 " /FT -4FU. U A/C AN 2"STUDER VENT. 1 /2 "CW,HW TO UP K.S.K. 1"CW AT CLG. 0 3 /4 "HB W /SOV & VAC. BREAKER. 1 /2 "HW BELOW SLAB. 1"CW AT CLG. RELOCATED EXIST. A/C UNIT SKYLIGHT 3/4"CW,1/2"HW DN IN WALL TO 3 /4 "CW,1 /2'HW DN IN SLAB. EXISTING LIVING ROOM 4 " ©1 /8" /FT- 21 FU . 3/ "CW,1 /2 "HW BELOW SLAB. 3 /4 "HW AT CLG. NEW FAMILY ROOM ( 2 "STUDER VENT. NEW OFFICE 2 "CD PIPE BELOW GRADE. 2"CD PIPE BELOW GRADE. 4 " ©1 /8 " /FT- 21 FU. EXISTING BEDROOM A/C i 1 "W /H DRAIN & RELIEF LINES BELOW GRADE. EXISTING BATHROOM EXISTING BEDROOM 3" VTR. 100GAL CAPACITY 6KW, 240V, ELECT. W/H. FEF: 0.89 3/4 "CW,HW AT CLG. /2 "HW AT CLG. 3 /'' "CW AT CLG. Sy 1 "W /H DRAIN & RELIEF LINES TO BE TERMINATED FACE DN 6 "A.F.G. AT BLDG EXTERIOR. WALK -IN CLOSET NEW 1/2 "CW,HW TO TUB & SHWR. SHWR 2FU. 4 " ©1 /8 " /FT -27FU. NEW A/C UNIT FOR BEDROOMS - 2 "COND DRAIN PIPE AT BLDG EXTERIOR FACE DN 6"A.F.G. WC 4FU. 2 "V BATHE NEW LAV L 1F. NEW DRAI 2 "V LAV 1FU. / 2 Y 0 2WAY 'JEW SEPT EXIST. 3 "SAN ©1 /8 " /FT -6FU TANK FIELD VERIFY. TUB 2FU. 0 2WAY GCO. 571 SD.FT J FIEL NEW DRAIN FIELD 3 " ©1 /8 " /F T- 1/2"CW AT CL " ©1 /4 " /FT - 2 U. 4 " ©1 /8 " /FT - 37FU. 1 /2 "C W, H TO E.A. LA 2 "VENT CLG. 3"01/ "/FT-10FU. C NEW SEPTIC TANK 1050 GAL. ESI ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH. /F.LRC. - #42454 2821 DOUGLAS ROAD MIAMI FL 33133 TEL 305 -448 -8828 FAX. 305 - 448 -7375 e -mail esi®netrox.net 0 z OV O lLJ J LL C -J Z < CD LLJ Z _IL.LJW a_ Cp® 0 0 LJ d PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION 1200 1350 SANITARY PIPE W 3' —c,, - - - - -- VENT PIPE - - - - EXISTING PIPE 9' -3" 10' -0 10' -0" HOT WATER PIPE - '-10" 4' -10 " 4'-10" 5'— 5" COLD WATER PIPE T min. 3 " 3 " 3 " GATE -VALVE 4" •D min. AJ 4' -0" P- TRAP , � AIR CAMBER JL VTR VENT THRU ROOF HB. HOSE BIBB (UG) 6 x 6 10/10 UNDERGROUND EWH 3000 PSI, 28 DAY ELECTRIC WATER HEATER T r F , D FLOOR DRAIN WITH TRAP RESEAL FLOOR CLEAN OUT ®FCO ,, CO WALL CLEAN OUT PTR EWH- RELIEF VALVE PIPE. RD ROOF DRAIN FCO. FLOOR CLEANOUT VTR VENT THRU ROOF FD FLOOR DRAIN FU FIXTURE UNITS DN DOWN UP UP CW COLD WATER SAN SANITARY PIPING CONNECT TO EXISTING PIPE GAL. 900 1050 1200 1350 1650 W 3' —c,, 3 -8 4 -0» 4 ' - - -- L 8 , -0 >> 9' -3" 10' -0 10' -0" 11' -5" - '-10" 4' -10 " 4'-10" 5'— 5" 1/2" T min. 3 " 3 " 3 " 3" 4" •D min. 4' -0" 4' -0" , � REI \ F. 6 x 6 10/10 4 x 4 4/4 CONC. 3000 PSI, 28 DAY PLUMBING FIXTURE CONNECTION SCHEDULE MARKS DESCRIPTION WASTE C.W. H.W. REMARKS WC WATER CLOSET 4" 1/2" - -- FLOOR MOUNTED TANK TYPE LAV LAVATORY 1 1/2" 1/2" 1/2" COUNTERTOP- SELF RIMMING SH SHOWER 2" 1/2" 1/2" PROVIDE ANTI SCALD VALVE • • • ] • • • • • , • • • • • 1 ] • • • • • ] ••• • • • • • • EXISTING H & CW PIPIN <CD U� EXISTING EWH TO REMAIN 1/2'cp we 2" VT 6 1/2" WC • E LAV • SHUT -OFF VALVE (TYPICAL) 1 AIR CHAMBER (TYPICAL) n 1 / / / I / I WAT N.T.S. 2" AIR CHAMBER (TYPICAL) R RIS PROVIDE SHOWER ANTI -SCALD VALVE -R 4" ( 8 FU) SAN. TO SEPTIC TANK SEE FLOOR PLAN FOR CONTINUATION 91 AGR NOTE: • ALL HORIZONTAL DRAIN PIPE 2 "-- OR SMALLER SHALL BE SLOPED AT 1/4" • ALL HORIZONTAL DRAIN PIPE 3" OR L SHALL BE SLOPED AT 1/8"/FT. MIN. SA \ITARY RISER N.T.S. 1 3/4" CL. MCI. FT 3# 12 " ©C. RGER DIAGRAM 18" O O 4 3# 3 @5 C.0 Rf 1 18" T LID D - TAIL \ I O R C I \ T PLA\ V SI C 1 0\ A—A' L _W 9 NOTE: I \FLUE \T INVERT S - ALL B- 1" V I\ ABOVE EFFLUENT INVERT ELEVATION SI- P DTs C TA\ T -� DI- TA SEPTIC TA\ TOTAL AREA = 188 SF * TOTAL GALON PER DAY SEWAGE FLOWS AVERAGE SEWAGE FLOW 100/300 GAL / DAY < CALCU LATI O\ 100 GAL / DAY 900 GALLON TANK MIN. EFFECTIVE CAP. REQUIRED 200 SF DRAIN FIELDS FOR 900 SEPTICK TANK CAPACITY. AS PER S.F.D.H.R.S., CHAPTER 10D -6. L 3 ,, VAX. T BRASS PLUG -\ 18 "X18 "X18 "CONCRETE EXTENSION TO SEWER LINE EXTE\ SI O\ TYPICAL CLEA \OUT DETAILS N.T.S. PROVIDE NICKEL BRONZE FLOOR PLATE TO BE COMPATIBLE W /TYPE FLOOR INSTALLED. FLOOR EXTENSION TO SOIL OR WASTE LINE WALL C.O. TEE CHROME PLATED BRONZE WALL PLATE SOIL OR WASTE •• • • I - ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P. E. MECH. /RLFC. — #4245 2821 DOUGLAS ROAD MIAMI, FL 33133 TEL. 305- 448 -8826 FAX 305 -448 -7375 e —mail esi®netrox.net • • • • • • • • L)KAWN M.M. CHECKED M.A.C. DATE 10- 8- 01 SCALE AS SHOWN JOB N O. 01 SHEET OF 2 SHEETS