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BLUEPRINTSLADDER 4'x18' SWIMOUT BULLNOSE COPING VACUUM INLET POOL EQUIPMENT FOOL FLAN SCALE : 1/4' =1' -0' EXIST. 5' WOOD FENCE EXIST. 5' WOOD FENCE - 14.00 -/ SITE PLAN PANE m 200 A. U.G. SERVICE 10233' EXIST. 5' WOOD FENCE NE 102nd STREET SEWER 1133' WATER 8'x8' FOOTING SPRAYDECK OVER CONCRETE PLANTER EXISTING SLAB WEATHERPROOF GFI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE • rr ■ ^_. xd :C.'7 c. 1 1 th, 2001 E z Maims NE 102 ST NE 96 ST x 2S4 NE 102 ST NORTH p NE 102 St NE 96 ST 284 NE 102 ST MAP NORTH POOL EQUIPMENT 6' DEEP MAIN DRAIN LADDER EXIST. 6' UJOOD FENCE - 11.88 -/ 38.05 35.15 3' SELF CLOSING / /SELF LATCHING GATE 200 A. Ur . SERVICE SEWER WATER 4'x18' SWIMOUT 10233' EXIST. 6' WOOD FENCE NE 102nd STREET RESIDENCE 3' DEEP 85x8' FOOTING PLANTER EXISTING SLAB WEATHERPROOF GFI RECEPTACLE LOCATED 10 -20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE CIV! 1221 oV. 19th, X001 DATE ELEV. TOP OF POOL WALL 8,5 DEPTH OP POOL 6.0 ELEV. TOP OF MAINDRAIN 2.5 FLOOD CRITERIA 6.0 ELEV. TOP OF MAINDRAIN 2.5 POOL IN FLOOD CRITERIA 3.5 LESS 2'0' HYDROSTATIC VALVE 1.5 SLAB THICKNESS REQUIRED 6' SURFACE AREA (SQ. PT.) 402 VOLUME (GALLONS) 12a0(d TURNOVER (HOURS) 10 PERIMETER (PEET) 88 DECK AREA (SQ. FT.) 611 L g 6' CERAMICS ANTI VORTEX MAINDRAIN 6 ' THICK SHOTCRETE WALLS REINFORCED WITH • 3 BARS AT 12 ' CENTERS BOTH WAYS 6 ' THICK SHOTCREtE FLOOR SLAB REINFORCED WITH • 3 BARS AT 12 ' CENTERS BOTH WAYS. F.P.L. METER cA 0 0 • • • 1 "5 BAR CONTINUOUS — 4' CONCRETE SLAB ' 'T 6 x6 10/10 W.M.R. 8' SLAE3 SECTION NO SCALE PLUMBING NOTES: HOUSE PANEL ELECTRICAL NOTES: STRUCTURAL NOTES: WATER LEVEL 3 0 8 THUJN IN 3 i4 COND. DOA DISC. — TIMER 4 SWITCH 3 12 THU. 4 IN 1/2' CONDUIT MAX. 1:1 SLOPE 1 -2P -504 1- 2P -20A 1- IP -15A 2 • 14 TI -1UJN + 1 x"12 THUJN 1/2' CONDUIT FOOL. SECTION NO SCALE JUNCTION 110v/12 V Box TRANSFORMER 5 HP HEAT PUMP 1k2 HP PUMP 2 • 12 TNUJN + 1"12 fHWN IN 1/2' CONDUIT 12 VOLT POOL L ICs 4T UTO PILOT 24V D.C. TRANSFORMER SOIL NOTE: 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 FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL PRESSURE PIPING I I/2' DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. A 12'x12' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTIVORTEX TYPE. 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 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. BRICK OR STONE COPING ELECTRIC RISER 1D I4C-RAM NO SCALE 11 1 1/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BED NOTE: PROVIDE 0 8 BARE COPPER BOND WIRE CONTINUOUS FROM LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE PROvIDED) TO EQUIPMENT BONDING. NOTE: ELECTRICAL SERVICE IS ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. BASED ON A VISUAL INSPECTION OF THE SITE, SOIL CONDITIONS, ROCK AND SAND,ARE ADEQUATE FOR THE DESIGN BEARING CAPACITY OF 2000 POP. HOWEVER, IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. I. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING SHALL CONFORM TO ARTICLE 680 OF THE NATIONAL ELECTRICAL CODE. 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'0' OF POOL'S WATER EDGE. 4. SHOULD TI-4E 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. RECIRCULATION PUMP 1 /2 HP, 60 GPM AT 60' TDH SELF- PRIMING SAFETY NOTES: AIR RELIEF VALVE 1 1/2' POOL WASTE ,r\P � ■ 'N 2' SUCTION MIN. 18' BELOW WATER LEVEL T 2.3 BARS ACROSS NICHE ANTI VORTEX COVERS . ,, s �T 2' SUCTION • • EQUIPMENT ISOMETRIC NO SCALE POOL FILTER WITH 150 SQUARE FEET OF FILTER SURFACE AREA BOND WIRE TO POOL STEEL / CARTRIDGE N4 a R /N ° R POOL WALL STEEL I' NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY UNDERWATER L- IC I-4T DETAIL. NO SCALE HYDROSTATIC RELIEF VALVE MAINIDRAIN SECTION NO SCALE 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA IN ACCORDANCE WITH AP'ENDIX F ANSI/NSPI - - 95. 2. THE WARNING SIGN, AS PER ITEM I ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, 71-4E PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: POOL, frA AND H0T TUB BARRIERS: ALL POOLS, SPAS AND HOT TUBS SHALL COMPLY WITH SECTION 5001 OF THE SFBC AND SPECIFICALLY 50012 (10) (8a) 'ALL DOOR WITH ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER TI-4E DOOR IS OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DUELLING. THE ALSRM SHALL SE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEACTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR WAY VALVE 5 HP HEAT PUMP 6'x6' CERAMIC HANDHOLD ON MAXIMUM 4'0' CENTERS. � - 4ANDN0L-D DETAIL, NO SC.4 'THERE 18 NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT 18 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATIO AND /OR CARDIOPULMONARY RESUSCITATION (CPU).' ALL DOORS AND WINDOW WITH D[ CT ACCESS _ TO THE POOL ARE4 SHALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN 18 OPEN., 4. T H E -POOL AN D /OR SPA NOT- BE- FILLEVUJITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. POOL DATA: NOTE: STEP STEEL NOT REQUIRED 18' 12' 12' I II L STEP DETAIL. WATER LEVEL \ WEIR CERAMIC TILE THROAT POOL WALL LOAD CALCULATIONS: OPTIONAL 2' TILE OF — CONTRASTING COLOR NO SCALE ADJUSTABLE LID SKIMMER DE TAIL - NO SCALE cA ANCHOR TOTAL = 31000 WATTS POOL LIGHTING = 150 WATTS TOTAL = 31150 WATTS FIRST 10 KW AT 100% = 10000 WATTS 21150 WATTS At 40% = 10860 WATTS TOTAL = 20860 WATTS AIR HANDLERS = 15000 WATTS HEAT PUMP = 5500 WATTS POOL PUMP = 2500 WATTS 4 RISERS At 10 ' EACH CONCRETE BASKET (MIN 15 SQ.IN.) SUCTION LINE SLIP RESISTANT TREADS RUBBER BUMPER LADDER DETAIL - NO SCALE GENERAL L1GHTINGt 2600 8Q. PT. x 3 WATTS / 80. PT. = 1800 WATTS APPLIANCE AND LAUNDRY ROOM = 4500 WATTS RANGE = 12000 WATT DISPOSAL = 800 WATTS DISHWASHER = 1200 WA7T8 REFRIDGERATOR 2 1200 WATTS DRYER = 5000 WATTS WATER HEATER = 4500 WATTS TOTAL 41360 WATTS / 240 VOLTS 11234 AMPS HYDROSTATIC UPL !PT NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN 6.1 FEET THEN TI-4E FLOOR SLAB SHALL TAPER FROM 6' At THE SHALLOW END To THAT INDICATED ABOVE AS BLAB THICKNESS REQUIRED. ELEV. TOP OF POOL WALL Br - VOLUME (GALLONS) DEPTH OF POOL 6.0 r ELEV. TOP OF MAINDRAIN 2.5 v FLOOD CRITERIA 6.0 ELEV. TOP OF MAINDRAIN 2 POOL IN FLOOD CRITERIA 3.5 ✓ LESS 2'0' HYDROSTATIC VALVE 1,5 SLAB THICKNESS REQUIRED 6' ✓ SURFACE AREA (SQ. FT.) 402 VOLUME (GALLONS) 170. TURNOVER (HOURS) 10 PERIMETER (FEET) 88 DECK AREA (SQ. FT.) - 1 39 6 CERAMICS 10 -111111 6 ' THICK SHOTqRETE WALLS REINFORCED WITH • 3 BARS AT( ' CENTERS BOTH WAYS 6 ' THICK SHOTCRET ,FLOOR SLAB REINFORCED WITH " 3 BARS A CENTERS BOTH WAYS. / I O' F.P.L. METER cA PLUMING NOTES: HOUSE PANEL 1 +'5 BAR CONTINUOUS F CONCRETE SLAB 6x6 10/10 WM.R. 8' SL 43 SECTION NO SCALE ELECTRICAL NOTES: STRUCTURAL NOTES: 3 "8 7HWN IN 34 COND. 504 Disc.— TIMER 4 SWITCH 3 "12 THWN IN 1/2' CONDUIT 1- 2P -50A 1- 2P -20A 1- IP -15A WATER LEVEL MAX. 1:1 SLOPE 0 ANTI VORTEX MAINDRAIN I 11111 POOL. SECTION NO SCALE 2 +' 14 THU N + 1.12 714WN 1/2' CONDUIT 0 O -• r - -- 1 JUNCTION 110V /12V BOX TRANSFORMER 5 HP HEAT PUMP SOIL NOTE: 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 60,000 PSI. 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINC I PALS. BRICK OR STONE COPING 2 • 12 THWN + 1 .12 714WN IN 1/2' CONDUIT I. ALL POOL AND EQUIPMENT PIPING 81-1ALL 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 FITTINGS LOCATED BELOW GRADE SHALL BE 45 DEGREE BENDS. 3. ALL SUCTION PIPING 81-IALL BE 2' DIAMETER AND ALL PRESSURE PIPING 1 I/2' DIAMETER UNLESS OTHERWISE NOTED. 4. POOL WATER DISPOSAL 81-IALL BE IN ACCORDANCE WITH ARTICLE 50043 OF THE SOUTH FLORIDA BUILDING CODE. 5. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. 6. A 12'x12' MAINDRAIN GRATE MAY BE SUBSTITUTED FOR ANTIVORTEX TYPE. 1I/ HP PUMP fl AUTO PILOT 24V D.C. TRANSFORMER ELECTRIC RISER DIAGRAM NO SCALE 12 VOLT POOL LIGHT 1. ALL POOL ELECTRICAL WORK 814ALL BE ACCOMPLISHED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 2. ALL ELECTRICAL GROUNDING AND BONDING 61 CONFORM TO ARTICLE 680 OP TI-4E NATIONAL ELECTRICAL 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. 11/2' HYDROSTATIC VALVE SET IN 3/4' WASHED ROCK BED NOTE: PROvlDE +S BARE COPPER BOND WIRE CONTINUOUS FROM LIGHT TO POOL STEEL. (2 POINTS 180 DEGREES APART) TO DECK STEEL (WHERE PROVIDED) TO EQUIPMENT BONDING. NOTE: ELECTRICAL Sr=i2VICE 18 ADEQUATE FOR THE PROPOSED ADDITIONAL POOL EQUIPMENT LOAD. 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. RECIRCULATION PUMP 1k2 HP, 60 GPM AT 60' TD I-4 SELF - PRIMING SAFETY NOTES: 2 ' �P.\�� AG E` Z u Q/ti 2' SU MIN. 18' BELOW WATER LEVEL 2 *3 BARS - ACROSS NICHE CT ION 2' SUCTION POOL FILTER WITH 150 SQUARE FEET OF FILTER AIR RELIEF VALVE SURFACE AREA 1 1/2' POOL WASTE CARTRIDGE HYDROSTATIC RELIEF VALVE MAINDRAIN SECTION NO SCALE POOL, SPA AND HOT TUB BARRIERS: ALL POOLS, SPAS AND 1-10T TUBE SHALL COMPLY WITH SECTION 5001 OF THE SFOC AND SPECIFICALLY 5001.2 (10) (88) 'ALL DOOR WITH ACCESS TO THE POOL SHALL BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR OR ITS SCREEN IS BEING OPENED. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR 18 OPENED AND BE CAPABLE OF EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD IN THE DWELLING. THE ALSR11 81-IALL BE EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. THE DEAGTIVATON SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR \\1 EQUIPMENT ISOMETRIC NO SCALE POOL WALL STEEL 1' NON METALIC CONDUIT TO JUNCTION BOX LIGHT BOUY BOND WIRE TO POOL STEEL c y � O Ri,�� T° . UNDERWATER L.Ic.1 T DETAIL NO SCALE WAY VALVE 5 HP HEAT PUMP 6 'x6' CERAMIC HANDHOLD ON MAXIMUM 4'0' CENTERS. E ANTI VORTEX COVERS 1441\11DNOS.ID DETAIL NO SCALE 1. A PERMANENT SAFETY WARNING SIGN SHALL BE PROVIDED AT ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM TI-4E POOL AREA IN ACCORDANCE WITH APENDIX F ANSI/NSPI - - 95. 2. THE WARNING SIGN, A8 PER ITEM 1 ABOVE, SHALL WARN AGAINST SHALLOW WATER DIVING, TI-4E PREVENTION OF DROWNING AND 81AALL INCLUDE THE FOLLOWING STATEMENT: 'THERE 18 NO SUBSTITUTION FOR ADULT SUPERVISION OP 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 614ALL BEEQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. 4. THE POOL AND /OR SPA 8HALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PERMIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY BARRIER, INCLUDING A SPRING -LOCK SELF - CLOSING GATE. POOL DATA: NOTE: STEF' STZEL NOT REQUIRED 18' 12' CERAMIC TILE THROAT POOL WALL ANCHOR LOAD CALCULATIONS: STEP DETAIL. WATER LEVEL � \ WEIR ...• NO SCALE Immor SKIMMER DETAIL. NO SCALE TOTAL = 31000 WATTS POOL LIGHTING = 150 WATTS TOTAL = 31150 WA7T8 FIRST 10 KW AT 100% = 10000 WATTS 21150 WATTS AT 40% = 10860 WATTS TOTAL = 20860 WATTS AIR HANDLERS = 15000 WATTS HEAT PUMP = 5500 WATTS POOL PUMP = 2500 WATTS 4 RISERS AT 10 ' EACH OPTIONAL 2' TILE OF CONTRASTING COLOR ADJUSTABLE LID 0 CONCRETE BASKET (MIN 15 SQ.IN.) SLIP RESISTANT TREADS RUBBER !BUMPER LADDER DETAIL NO SCALE SUCTION LINE GENERAL LIGHTING± 2600 SQ. FT. x 3 WATTS / SQ. FT. = 1800 WA7T3 APPLIANCE AND LAUNDRY ROOM a 4500 WATTS RANGE 12000 WATTS DISPOSAL = 800 WATTS DISHWASHER • 1200 WATTS REFRIDGERATOR = 1200 WATTS DRYER = 5000 WATTS WATER HEATER = 4500 WATTS TOTAL = 41360 WATTS / 240 VOLTS = 11234 AMPS 1- 4YDROST 4TIC UPL NOTE: IF THE POOL IN FLOOD CRITERIA 18 LESS THAN 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM 6' AT 71-4E 814ALLOW END TO THAT INDICATED ABOVE A8 SLAB THICKNESS REQUIRED. SHEET \ 2 SE \ic V �- IFFER PE. NOV. 1th, 20, 11 DATE �' r • x� 1.0 aoklAv,- ?)‘.14/c., p C c4-41. �>> CLOre s COLUMN /FOUNDATION NOTES MARK DESCRIPTIONS TYPE REMARK O 8"x12" CONC. COL. W/ 4 #5 VERT AND #3 TIES 0 8" 0 /C. SPLICE ALL REBARS x DIA. O NEW 3 -1 /2"x3- 1 /2'r4"THK. STL COL. O 16" WIDE X12" DEEP CONT. FTG. W/ 2#5 CONT. UNDER PERIMETER OF ALL MASONRY WALLS. PROVIDE 2 #5 x5 -0' 30" BENDS (EA. ARM) AT ALL INTERSECTIONS OF WALL FOOTING. O 8 "X8" THICKENED END OF CONC. SLAB W/ 1 #5 CONT. O 1#5 VERT. IN CONC. FILLED BLOCK CELL. COORDINATE LOCATIONS W/ FLOOR PLAN. -48 O 4" CONC. SLAB W/ 6x6 10/10 W.W.M. OVER 95% COMPACTED FILL (PER ASTM D1557) O 36 "X36 "X12" FTG. W/ 4 #5 EACH WAY O 2'x2'x16" CONC. FTG. W/ 3 #5 EACH WAY BOTTOM O 42 "X42 "X12" FTG. W/ 4 #5 EACH WAY 01 I2AI5 51.-AW • ( N EW FIN. FLR, ELEV. =10'•11' AS DENOTED LIFT FLOOR IN AREA AS TO MATCH ELEVATION IN EXISTING FAMILY RM Ilirllllil ( NEW FIN. FLR. ELEV.= +10' -11' ) MIIIIIIIII 1t119111111IIIIIIII ■x111111111111 XIS1"ING FAMILY pM N W CONC. 5LAI3 DOWELS REBARS FROM NEW FTG. 6" MIN. W/ EPDXY INTO EXISTING FTG. (TYP Ng W St-P13 N10/ /V5 ( NEW FIN. FLR. ELEV.= +10%11' ) XI5T1NG HOUS ( EXISTING FIN. FLA. ELEV.= +11.33' ) STRUCTURAL STEEL A. MATERIALS 1. STRUCTURAL TUBING ASTM A500, GRADE B. (FY= 46 KSI) 2. STRUCTURAL STEEL SHALL BE A992 GRADE 50 FOR BEAMS 3. ALL OTHER STRUCURAL STEEL : A36 4. ANCHOR BOLTS: ASTM A307. 5. ALL OTHER BOLTS: A325 B. CONNECTIONS 1. ANY STRUCTURAL STEEL CONNECTIONS WHICH ARE NOT DETAIL ON CONSTRUCTION DRAWNINGS SHALL BE DESIGNED IN ACCORDANCE WITH AISC SPECIFICATIONS. C. CORROSION CONTROL 1. ALL INTERIOR STRUCTURAL STEEL, SHALL BE SHOP PAINTED WITH RUST — INHIBITIVE PRIMER. PRIMER SHALL BE TOUCHED UP AFTER ERECTION. 2. ALL FIELD WELDS SHOULD BE PAINTED W/ ZINC BASED BUST INHIBITIVE PAINT. REVISIONS O REVISED 08/13/05 ADDITION TO SINGLE FAMILY RESIDENCE 284 N.E 102 STREET MIAMI FL. 33138 OWNER: JANET & VLADIMIR VUKOVI TEL: 305- SHEET INDEX: - FOUNDATION PLAN DESIGN: DG TONY -04 -05 DRAWN BY: DG O O L 0 O 0 i 0 tA 9 r; : a. . art FOUNDATION PLAN � s< r EXPANSION JOINT. T -R. HATCH AREA DENOTES EXISTING FCONC. SLAB. EXIST. 8" CONC. MASONRY WALL C 10x22 CHANNELS EACH SIDE BOLTS INSTALLED IN PRE-DRILLED HOLES. ANNULAR SPACES BETWEEN BOLTS AND CONC TO BE GROUTED WITH EPDXY. 1 LAYER OF 5/8" TYPE X" DRYWALL EA. SIDE. 1/2" DRY WALL (TYP.) "X" DRYWALL EA. SIDE. EXIST. WALL BEYOND SCALE: 114•• =1' -0" v NEW FLOOR TO MATCH EXISTING LIVING RM ELEVATION 6" CONC. SLAB W/ 6x6, 10/10 WWM OVER 4 MILL red ,I ♦ `. 1 `� `I I \I 1 ♦ `I `I `f I r r 1�� ■ EXISTING SLAB - EXISTING FTG. I SECTIO\ SCALE: 314 " =1' -0" t � ' - I II III I_ / t G X - -- 1/2" EXPANSION JOINT EXISTING 8 "X14" CONC. BEAM. 3/4 " -A307 BOLTS 0 24" O/C STAGGERED "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3 -1/2 "x1/4" THK STL COL. 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3 -1/2 "x1/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO EXISTING FTG. EXISTING SLAB DETAIL (TYP. TfIROUGH STIFFENED BEAM @ BEDROOM A -05 GENERAL. NOTES: CONCRETE MASONRY UNITS: (FIELD OBSERVATION AND INTERVIEWS WITH OWNERS SUPPORT THAT AS —BUILT CONDITION MEET THE 1 CONCRETE MASONRY SHALL COMPLYW/ GRADE —N, NORMINAL SIZE 16 "x8 ", HOLLOW LOAD BEARING BLOCK — ASTM C90, Sc SHALL MEET PRISM STRENGTH OF 2500 PSI AT 28 DAYS. 2 PRESENCE OF VERT. REBARS, AS PER INTERVIEW W/ OWNER, IS PRESENT AT ALL SIDES OF WINDOWS AND DOORS, EXCEPT WHER THERE IS CONCRETE CONLUMNS. REINFORCING STEEL: 1 REINF. STELL SHALL COMPLY WITH A.S.T.M. 615, GRADE 60 2 REINF. OVERLAP = 48 x DIAMETER OF REBAR 3 REINFORCING COVERING: SLAB COL. BEAM RETAINING WALL FOOTING 3/4" 1 1/2" 1 1/2" 2" 3 CONCRETE: 1 CONCRETE STRENGTH IN 28 DAYS OF 3000 PSI. WOOD FRAMING 1 LUMBER USED FOR JOIST, RAFTERS, TRUSSES, COLUMNS, BEAMS AND /OR OTHER STRUCTURAL MEMBERS SHALL BE OF A STRESS GRADE NOT LESS THAN 1000 PSI NORMINAL EXTREME FIBER STRESS IN BENDING (Fb). EXAMPLE OF SPECIES ARE NO.2 SO. PINE. 2 ALL PLYWOOD SHALL BE APA RATED SHEATING. ALL SHEETS SHALL BE BONDED BY EXTERIOR GLUE. NAILING SHALL BE INSPECTED PRIOR TO COVERING. 3 EACH PLYWOOD SHALL HAVE A MINIMUM AREA OF 8 SQUARE FEET AND A MINIMUM DIMENSION IN ANY DIRECTION OF 3 FEET. INSTALL WITH JOINTS STAGGERED OVER 2 OR MORE SUPPORTS WITH THE FACE GRAIN PERPENDICULAR TO FLOOR AND ROOF SUPPORTS AND PARALLEL TO SUPPORT FOR WALL SHEATING. 4 PLYWOOD AT ROOF DIAPHRAM SHALL BE APA RATED EXTERIOR GRADE PLYWOOD, 5/8" MINIMUM THICK WITH SPAN RATING OF 32/16. NAILING SHALL BE 8d COMMON (RING SHANK) NAILS SPACED AT 6" O/C AT PANEL INTERMEDIATE SUPPORTS, AND 4" O/C AT PANEL EDGES 5 WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR REDWOOD. 6 ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 7 BOLTS SHALL CONFORM TO ASTM A -307. PROVIDE WASHERS UNDER ALL BOLTS, NUTS, SCREWS, BOLTS WASHERS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM Al23 8 WOOD IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE ISOLATED BY MEANS OF AN APPROVED VAPOR BARRIER. 30# FELT SHALL BE USED AS APPROVED VAPOR BARRIER. ROOF TRUSSES 1. TRUSS MFR IS RESPONSIBLE FOR THE DESIGN AND FABRICATION OF tTRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER. 2 TRUSSES AND GIRDER SHALL BE DESIGNED TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS. 3 PLYWOOD /ROOF SHEATHING RESPONSIBLE FOR THE DESIGN OF TRUSSES AND GIRDE 2S, AND SHALL BE SUBMITTED TO ARCHITECT OF RECORD FOR REVIEW FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. PLYWOOD FOR ROOF SHEATHING SHALL BE 5/8 ", EXTERIOR GRADE, WITH 32/16 SPAN TATING. 2 PLYWOOD EDGES SHALL BE TONGUE AND GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. 3 LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBERS WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED. 4 FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 8d RINK SHANK NAILS. NAIL SPACING SHALL BE SIX INCHES AT INTERMIDIATE SUPPORTS AND 4 INCHES AT PANEL EDGES. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY SPECIALTY GI RING DESIGNS BY LIFE 1421 NE 156 TERRACE NORTH MIAMI BCH, FL. 33162 PH,: 305 - 761 -4411 FAX: 305 - 354 -9611 ESDELLE ENGINEERING, INC. 1390 N.R. 200 STREET MIAMI, FLORIDA PHONE: 305- 770 -2427 RONALD ESDELLE P.E. 43280 It DATE: Q )4/06/05 ' SHEET NO. A -05 lois /6 /7 '$ /9 . ' Rso 41 2z 2i so 9 . . '7 ' KO ■J TI-10MAS J. KELLY CIVIL 4 'ths1GINgER—LAND SURVWP9R - FLORIDA SURVEY NUMBER. ,1 4 ( ?.." SURVEY OF LOT ' 4/2d ' ' - BLOCK 35 BP OHO" AZE•1 G An'ENOED a ,a 4 7 AGCORDIN TO THE PLAT, THEREOF' AS ,FtECORDED IN PLAT 1300K No f (dr At PAGE No PUBLIC RECORDS Or COUNTY. FLORID A. 6ATEt 41-■ 0, 1 c) FOR, uro t4 0 f.P...-vc 0 1024A PAI>et-tE.Nt '12e 1 HEREBY CERTIFY THAT. THE ATTACHED SKETCH REPRESENTS A RECENT SURVEY MADE UNDER MY DIRECTION. AND 13 TRUE AND COR. REOT TO, THE BEST OF MY KNOWLEDGE AND saute. THERE ENCROACHMENTS. i ' I V I/IrN -1 1 ' 404/(4 a . I6Y141:0 Y f REGISTERED tuoinigER /irate REGISTERED LAND SURVEYOR # 026 STATE OF FLORIDA: , ScALA 7 53%6." No, erN ,E't C V,4 T/t') 5co /c9: /e" =/ 0" 3/ 10 f mania /..� 8/dy. J S� C,/ T// a EV,/4T" /o N 5c ate: ;'i /f , r 6raelo r /tie' pps�e )f/49.:1( l � ...56 c'4' rose, /50 \ 1 3/Te PZ4N (Nr5) C<yo %• 6,1 / f j xf3 /mac.* . 5; AY> /o,ARi r30,*)s Y c/ ♦ �.� //, ��d� , � M,/ e4 4t.. /0 / j. 70 , /O 2, 33 /4494-0- 6-o% 6.r/ M' 5, E,457 eZ J 4T/ON (5C4 4 u / Ccwoec/// /9: G4/t/'' 400041 ,eIO4 /7/::;W ro , '6, /Df#c " At ? 284 ,/d° /O2"° 7;e 411,41d/ 61/ceeg (APPLICAB4E UNLESS OTHERWISE SHOWN ON , DR/1W [NOS) FOOTINGS : SEe FOUNCATION t4E 3B F CONCRETE. ORC'IN4 ROOS. BEND 2 OVTSIDE RODS AT CORNERS AND .s LAP 24" OR SPLICE WITH 1/2 ROD 4 FT. LONG BENT AT RIGHT ANGLES. PLATE' 2 X 0" WIlH1 /2 X 10" BOLTS. NOT OVER 4 FT. APART. RAFTER TIES: i/3 X-1.1 /a' X 20" WROUGHT IRON. SPACED 24" OR �I( ALL BOLTS-. WHERE FRAME PAR TITIONS JOIN MASONRY, WALLS BOLT DOUBLE STUDS (OR. EQUAL) ° TO MASONRY WITH ' (3) 1/2 "- THRU BOLTS OR HOOKED AND E,MBEODED !N BLOCKS. TOO BOLT TO BE IN TIE BEAM: . j c_Y r FLOORS: WHERE ` CONCRETE FLOORS ARE SHOWN, ON ` PLANS THE SAM1I SIiALL SE '4" THICK ON CLEAN. FLOOD D FILL. REENFORCED WITH C' X 6 " NO. 10" MESH. WHERE FL0013 SLAB' RESTS. ON FOUNDATION WALL. DOUBLE MESH WITHIN 2 FT OF WALL. w000 FROM- FLOOR R " JOISTS TO B6.1 � � BRIDG100 N O VER Ft. BETWEEN ROWS. ME;TAI.' . TERMITE SHI40 ,u.NOER ALL JOIST REARIsGS. CEILING JOIST $, ` SEE FLOOR PLAN., ALL. • OVfS(DE`: DOORS , TO HAVE WEATN,ERSTRIPPINO AND METAL • THRESHOLD. WOODBASE AND SHQQE, PLASTERED : '< WALLSANO CEILINGS BATNROOW FLQ013 . TILED, WALLS aQ SHOWER TILED 3' "0, ' E SE HERE 4 FT - CEILING HEIGHT: MINIMUM B 4 i ROOF: S1iEATHINO '1/8 T' & O. VALLEY' FLASHING 18 ", METAL, ALL ' • r -.' O HEET ETAL, TO BE 20 GAGE gg PER" :air. R fb. O j � d! / tt f L reJt.e..11 STANDARD NOTES FOR RESIDENTIAL, . � ... BUILDINGS - s / }/.5 17-4 7 -4 * tc-a :%* Its 4.x Po tiograi*.s‘ G: e ' 6 # ' ) . 4i ,✓ G I) ea /le. ,J �c �# P41 k r<i' I-v oil I, : . 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A reinfomeri eleoltrietki .loririog and ircinf Atale-A bliore ile•ii":`?" f( 17 -61 ., . _tAir KO— . .--,- laa totscf irtsectiort, /-_ .. ; A. ,• ;_, :c;; . / , ,:hi c, .-; ,.., G ,,v 9,„„, ,„/:,,, _,,;.,„ , /„ fr\7— C —- f -- ;1": " -- 1:7; "" . :t7: /..:5., 1 ' •_.:.,- ete ---- , .--- 5 X. --- - - 5 - ..).4.- (9' 6 '`,4'4 ' Cor,.... . ..-- 7 v- 1 5/)� ' ;53// - — /// ' — /2 „4 „,-- _ • __ . • eVO / 400/ /*/ ON /? 2679701.- Pa(' Oestge Z.8 .0 Ne- /ad-1957; t.) 4 : TE,01.9".• 1 ADDITION & REMODELING OF SINGLE FAMILY RESIDENCE JANET & VLADAM I R VU KOVI C 284 N.E. 102 STREET MIAMI SHORES, FLORIDA, 33138 CONTENTS: A -01 SITE PLAN A -02 DEMOLITION PLAN A -03 FLOOR PLAN A -04 ELEVATIONS A -05 FOUNDATIONS / SECTIONS A -05 ROOF F. MI NG PLAN /SECTIONS / DETAILS A -07 MECHANICAL PLAN A -08 ELECTRICAL PLAN A -09 PLUMBING PLAN DESIGNS BY LIFE 1421 N.E. 156 TERRACE NORTH MIAMI BEACH, FL 33162 TEL (305) 781 -4411 FAX. (305) 354 -9811 email: greenedebb @aol.com ENV CU... FLOOD P_- ..... _. INDUIS'� ASBESTOS STOR,^ . WASTE WATER S'.JP1 Y T WASTE \IIATI-_? AIR AC0: i. L' AIRPORT 1 LIPO n � \- AVM/ iflag, A PgRhilf RP Q.• CIVI B't .��fti#' : 11 I IIi 1111 II III I II I 1 111 I 1 111 I 11 ILII 1 Derm Number 2005 -0728- 359 -0525 Contact Name: MR DANIEL DOWER Contact Phone: (305)985 -4888 Folio: 11 -3206- 013 -4710 Project Name: ADDITION TO RESIDENCE Date Received: 07/28/2005 Reviewer Name: CRISTINR FERNANDEZ yf o...y. . _..�._ 7/ �� RELOCATED 1" W.M. .w.® SIMPOWNWIMIAMMIMMINOR 8.0' N. E. 102ND. STREE EXISTING 1 STORY CBS RES. No. 284 EXISTING ELECT. METER od N SITE PLAN SCALE: 1"=10' 102.33' EXISTING 1200 GAL. SEPTIC TANK 45.0' 4tLEY LEGAL DESCRIPTION i EXISTING POOL MODIFY 714 S.F. DRAINFIELD RESERVE 714 S.F. DRAINFIELD SURVEY OF LOT: 1-2 BLOCK: 35 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. 33,1' 4 RELOCATED POOL PUMP 5.0' REMOVE EXISITING P PUMP & S , < 7. <7 1 - 2 ( 1 ( 7 t ic____ , 4 7 - 27-0 'Y t.4 t ei ,f6, 6EPTIC (MIN) cku I)R ITv:= I. ".� �T C, v1 (9TN) SCOPE OF WORK ADDITION OF OF BEDROOM WITH BATHROOM AND INTERIOR REMODELING ZONING LEGEND CLASSIFICATION: 818.5 NET LOT AREA: 11,600 SQ.FT. EXISTING BUILDING FOOTPRINT: 2,584 SQ.FT. NEW ADDITION BLDG. FOOTPRINT: 408 SQ.FT. TOTAL BLDG. FOOTPRINT: 2,992 SQ.FT. SETBACKS: REQUIRERED PROVIDED FRONT 25 FT. 28.2 FT. SIDE 10.0 FT. SIDE STREET 15.0 FT 7.8 FT. & 17.2 FT. REAR 15.0 FT. 15.0 FT. SEPTIC TANK & DRAINFILELD ANALYSIS USE OF BUILDING: EXISTING SINGLE FAMILY RESIDENCE No. OF BEDRCOMS PER TANK: 5 ESTIMATED SEWAGE FLOW = 500GAL /DAY (As PER TABLE 1 OF CHPT. 46E -6) REQUIRED SEPTIC TANK SIZE = 1200 GAL. DRAINFIELD AREA SOIL TYPE = OBSERVED TO BE SANY MAX. SEWAGE LOADING RATE FOR BEDROOM OBSORPTION = .70 GAL PER SF PER DAY AREA OF DRAINAGE REQUIRED = 500/.70 = 714 SF AREA IF RESERVED DRAINFIELD REQUIRED = 714 SF DESIGNS BY LIFE 1421 NE 156 TERRACE NORTH MIAMI BCH, FL. 33162 PH.: 305 - 781 -4411 FAX: 305 - 354 -9611 ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 " 2: 5 4/ REVISIONS R EVISED 06/03/05 A REVISED 07/18/05 DESIGN: DG TONY -04 -05 DATE: 04/06/05 DRAWN BY: DG SHEET NO. A -01 ADDITION TO SINGLE FAMILY RESIDENCE 284 N.E 102 STREET MIAMI FL. 33138 OWNER: JANET & VLADIMIR VUKOVIc TEL: 305- SHEET INDEX: - SITE PLAN SHEET SCALE: 1/4" = 1' DEMOLITION NOTES MARK DESCRIPTION REMARKS 0 REMOVE EXISTING BATHROOM FIXTURES. B REMOVE AND DISCARD INTERIOR FRAME WALLS AND INTERIOR DOORS. • EXIST.KITCHEN APPLIANCE, FIXTURES, AND EQUIPMENT TO BE DEMOLISHED EXISTING WINDOWS TO BE REMOVE (REFER TO GENERAL NOTES BELOW) Q REMOVE EXISTING WALL SECTION UNDER EXISTING TIE BEAM FOR NEW WINDOW OR DOOR (REFER TO FLOOR PLAN PAGE A -03) Q SHORE & SECURE ALL ADJACENT ROOF RAFTERS PRIOR TO REMOVAL OF WOOD FRAME LOAD BEARING WALL. 0 EXIST. EXT. DOOR AND FRAME TO BE REMOVED GENERAL NOTES: CONSULT WITH OWNER BEFORE DISCARDING ANY FIXTURES OR EQUIPMENT. REMOVE WALL UNDER TIE BEAM FOR NEW WINDOWS. (COORDINATE W/ WINDOW SCHEDULE FOR SIZE OF OPENINGS.) (WP.) X1511NG OOG kW, XI5nING b�NING (EXISTING CLG. HGT. 0 8' -10' XI511NG KItCHe N (E STING CLG. HGT. 0 : —2 ") (TYP.) I I I X A G (Typo II �XI511NG U11L111t5 1 4r. I DENOTES WALL T BE REMOVE (TYP.) 1 r t-e REMOVE EXIST. MASONRY WALL UNDER TIE BEAM FOR NEW DOOR & AND OPENING ( RERFER TO FLOOR PLAN FOR COORDINATION) 0 X151"ING LIVING I='M (EXISTING CLG. HGT. ®8' -9 ") 1 Xi511NG NOOK c B SCALE: 1/4"=1'-0" E XISTING G� 2 OO M 4 t 2 Xi5TING FAMILY (EXISTING CLG. HGT. 0 8' -8 ") TYP. ) X r3ATN G (TYP.) EXISTING t:tP:OOM #1 1 X1511N PATH r TT 91111111111111lIII I„IIIB„,„,11111l.,,,,(If91 lnIIIIIIIiI IEIIElIflLllllllli {ill!lil„„„ 2 T DEMOLITION FLOOR PLAN P. XISTNG CL. (TYP.) L XISriNG r3�nl?OOM $* I REMOVE EXIST. MASONRY WALL UNDER TIE BEAM FOR NEW FRENCH DBL DOOR & MD OPENING (RERFER TO FLOOR PLAN FOR COORDINATION) GENERAL DEMOLTION NOTES 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. CONTRACTOR IS RESPONSIBLE FOR THE STORAGE AND DISPOSAL OF DEBRIS CAUSED BY AY DEMOLTION REQUIRED BY THIS JOB. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING BARRICADES TO STOP ANY PEDESTRIAL TRAFFIC AT THE AREA FOR CONSTRUCTION. 4. IN THE EVENT THAT ANY DISCREPANCIES ARE FOUND DURRING THE DEMOLITION STAG, THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 5. ALL ELECTRICAL OUTLETS, FIXTURES AND EQUIPMENT THAT IS REMOVED SHALL HAVE ALL WIRES PULL BACK ALL THE WAY TO THE POINT OF ORIGIN. 6. ALL ABANDONED PLUMBING PIPES BELOW SLAB AND INSIDE WALLS SHALL BE CAPPED OFF. 7. CONTRACTOR IS RESPOSIBLE FOR NOTIFYING THE ARCHITECT OF ANY GAS LINE, OR FUEL STORAGE TANKS FOUND IN THE PATH OF CONSTRUCTION PRIOR TO REMOVAL. 8. COTRACTOR SHALL KEEP THE JOB SITE CLEAN AND CLEAR OF ANY DEBRIS THAT MAY OCCUR DUE TO THE SCOPE OF WORK. 9. CONTRACTOR IS RESPONSIBLE FOR PATCHING UP AY AREAS DAMAGE DUE TO THE DEMOLITION OR CONSTURCTION OF THIS PROJECT. 10. PRIOR TO ANY EXCAVATING THE CONTRACTOR SHALL COORDINATE WITH GOVERNING UTILITY COMPANIES AS TO NOT INTERRUPT ANY SERVICES. 11. CONTRACTOR IS RESPONSIBLE FOR PROVIDING MATERIALS AND LABOR FOR THE DEMOLITIONS. WALL LEGEND 4 EXISTING STRUCTURAL MASONRY WALLS TO REMAIN REMOVE PARTITION WALL AS DENOTED ON DEMOLITION PLAN REMOVE ALL FIXTURES & CABINETS AS DENOTED ON DEMOLITION PLAN. DESIGNS BY LIFE 1421 NE 156 TERRACE NORTH MIAMI 13C11, FL. 33162 PH.: 305 - 761 -4411 FAX: 305 - 944 -6207 I fof ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 REVISIONS ADDITION TO SINGLE FAMILY RESIDENCE 284 N.E 102 STREET MIAMI FL. 33138 OWNER: JANET & VLADIMIR VUKOVI TEL: 305- SHEET INDEX: DATE: — DEMOLITION FLOOR PLAN L .... SHEET SCALE: TONY -04 -05 DESIGN: DG 1/4" = 1 .../ DRAWN BY: DG SHEET NO. ` 04/06/05 A -02 NEW r3�nt200M 4 2 1 NON -SLIP TILES' I2FLOCA 13AfHk'm 2 6._ •NS t?E MObL. C3E 2 OOM t2� M01��L r. b1200M 44 4 AS DENOTED LIFT FLOOR IN AREA AS TO MATCH ELEVATION IN EXISTING FAMILY RM )(151 G L IVIN/ t:M ( EXISTING FIN. F '. ELEV. = +11.3x' ) I I 4 1' -0" } RELO AHU/1 12' -11" IIIIIIIIIIIIIIIIIf IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIhIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 NON -SUP TILES -1 SCALE: 1/4 " =1' -0" CABINETS ( KITCHEN I 5'-2" NEW P M E 1 NON -SUP TILES 1 1 .. S. WALL MOUNTED A/C SUPPLY AIR GRILL. (TYP.) HATCH DENOTES: A/C SOFFIT 0 7 -'6' ABOVE F.F.E (•) INDICATE NEW HALF WALL 0 42' HIGH. 24' -11" FLOOR PLA\ 12' -9" XI511NG FAMILY ItM DENOTES: NEW CRALL SPACE TO MATCH EXISTING. ( NEW IN. FLR. ELEV.= +10 ) RELOCAT AHU #2 N PAN11':Y FREEZER NEW GUEST I;OOM* NE CL . i - 2" /T \ 11' -5" RELOCATED ELECT. METER 6 EXISTING A/C COND. UNIT 1 I?E MOt2EI_ TE12C3A $ 1 NON -SLIP . T-10" �EMO�JEL MASTEr2 r3EIi -EXISTING TIE BEAM / 115 VERT. IN E' GROUTED CELL TO EXTEND UP INTO TIE BEAM & DOWN INTO EXISTING FTG. REINFORCEMENT OVERLAP 36" MIN. EXISTING MASONRY WALL TYP. REINF. OF OPENING & REBAR SPLICE DETAIL SCALE I1-T PRE- ENGINEERED j I 1x3 P.T. WD. TRUSS I I FIRE STOP (TYP.) 1/2" DRYWALL OVER 1"x.3" FURRING STRIPS 0 16" 0/C EXISTING 1/2" GWB EA SIDE. SCALE M.T.S. NEW WINDOW OPENING 2x4 WD. TOP PLATE CONNECTED W/ 2 -16d NAILS TO STUDS. 2x4 WD. STUDS O 16' 0 /C. 2x4 WO BRACING AT ALL SUPPORT OF CABINETS & PLUMBING FIXTURE (TYP.) 2x4 P.T. WO. BASE PLATE ATTACHED TO FLOOR W/ 3/16 Go 3 -1/4' TAPCON 0 12' 0 /C. TYP. INTERIOR PARTITION DETAIL BATHROOM FLOOR/ ENCLOSURES/ PLUMBING FIXTURES NOTES 1. BATH TUB AND SHOWERS GLASS ENCLOSURES, IF APPLICABLE, ARE TO BE OF TEMPERED GLASS. 2. BATHROOM FINISHED FLOORS TO BE IMPERVIOUS MATERIAL, AND OF CERAMIC TILE. 3. SHOWER COMPARTMENTS SHALL HAVE FLOORS AND WALLS CONSTRUCTED OF SMOOTH, CORROSION RESISTANT AND NONABSORBENT WATER- RESISTANT MATERIALS TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE COMPARTMENT FLOOR AT THE DRAIN. 4. ALL PLUMBING FIXTURES TO COMPLY WITH TABLE P604 OF FBC 5. SHOWER HEAD TO HAVE ANTISCALD VALVE. (5)(AA) BATHROOM WALL NOTES 1. PROVIDE MOISTURE RESISTANT G.W.B. IN BATHROOMS, FROM FLOOR TO CEILING. 2. IN SHOWER & TUB AREAS PROVIDE CERAMIC TILES FROM FINISH FLOOR TO CEILING. BATHROOM/ GLASS TYPE IN WINDOW & DOOR NOTES 1. ALL GLASS IN WINDOW AND DOORS WITHIN 5 FT. OF FINISH FLOOR IN BATHROOM SHALL BE CATEGORY II GLASS. BACKING FOR WALL -HUNG FIXTURE NOTES WHERE WALL -HUNG FIXTURES ARE, PROVIDE 2 "x4" BRACING BETWEEN STUDS, AT POINT OF ATTACHMENT OF FIXTURE, SHALL BE PROVIDED TO WITHSTAND 200lbs FORCE APPLIED IN ALL DIRECTIONS ( OR SUPPORTS BE PROVIDED AS PER FIXTURE MANUFACTURER'S REQUIREMENT) BATHROOM/ CLOSET DOORS SAFETY NOTES 1. EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN OPEN THE DOOR FROM INSIDE THE CLOSET 2. EVERY BATHROOM DOOR SHALL BE DESINED TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOOKED. FIXTURE CLEARANCE REQUIREMENT: (INSTALLATION) PLUMBING FIXTURES SHALL BE INSTALLED AND SPACED IN A MANNER TO PERMIT EASY ACCESS FOR CLEANING AND FOR THE INTENDED USE, AND SHALL BE SET WITH THE FOLLOWING MINIMUM CLEARANCES: (2)(AA) THERE SHALL BE A MINIMUM CLEARANCE OF 21 INCHES FROM THE FRONT OF THE BOWL TO ANY FINISHED OR STALL COMPARMENT WALL, DOOR, OR OTHER FIXTURES. THERE SHALL BE A MINIMUM CLEARANCE OF 18 INCHES FROM THE FRONT OF PEDESTAL URINALS AND 21 INCHES FROM THE FRONT OF A STALL OR WALL -HUNG URINAL TO ANY FINISHED OR STALL COMPARTMENT WALL, DOOR, OR OTHER FIXTURES. (4)(AA) THERE SHALL BE A MIN. CLEARANCE OF 21 INCHES IN FRONT OF ANY LAVATORY AND ANY FINISHED OFR STALL COMPARTMENT WALL A MIN. OF TWO INCHES FROM A TUB AND, IN BATTERY INSTALLATIONS. A MIN. OF FOUR INCHES BETWEEN LAVATORIES. SHOWER RECEPTORS AND COMPARTMENTS SHALL HAVE A MIN. CLEARANCE OF 24 INCHES IN FRONT OF OPENING TO ANY FINISHED OR STALL COMPARTMENT WALL, DOOR OR OTHER FIXTURES. WALL LEGEND 'I1 II' !I"IiII1 I' EXIST. MASONRY WALL (REFER TO TYP. WALL SECTION) BLOCK- IN MASONRY WALL TO MATCH ADJACENT NEW 2x4 WD STUD INTERIOR FRAMED WALL W/ 1/2" GWB EA. SIDE. CONC. TIE COL. 2X4 PT WOOD NAILER SHIM SEALANT STUCCO TYPICAL INTERIOR DOOR FRAME Ku .. MORTAR DRYWALL ON FURRING STRIPS STEEL DOOR JAMB DETAIL K SHIM CAULKING - TYP =_ - 3/4" " OVERHANG W/ t 2X PT NAILER - . -- 1X BLOCKING STUCCO CONC. SILL 1 /2" GWB ON 3/4" MTL CHANNELS WEATHERSTRIPPING S TSEALAN BED FINISH PER Iryv 4. a,i TOILET CERAMIC TILE THINSET .giiii'h s pa a . . - STL. STUD ANCHOR 3 PER JAMB (TYP.) 5/8" GWB. CAULKING SILICONE SEALANT ENTIRE PERIM. DRYWALL FINISH OR EXPOSED BLOCK TYPICAL WINDOW SILL DETAIL KYi EDGE OF THRESHOLD ALUM. ALUM. FRAME ALUMINUM ENTRANCE DOOR JAMB DETAIL (EXTERIOR /INTERIOR) KUL , V4_ EXTERIOR 1:12 CONCRETE SLOPE 0 257A EXTR. Al. UM. (DEMCO) BOOR ARBLE THRESHOLD /SADDLE TYPICAL THRESHOLDS DETAIL MAL SEALANT DESIGNS BY LIFE 1421 NE 156 TERRACE NORTH MIAMI BCH, FL. 33162 PH.: 305- 761 -4411 FAX: 305 -354 -9611 ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 DATE: RONALD ESDELLE P.E. 43280 REVISIONS DESIGN: DG 284 N.E 102 STREET MIAMI FL. 33138 SHEET INDEX: FLOOR PLAN O 4/06/05 DRAWN BY: DG ADDITION TO SINGLE FAMILY RESIDENCE OWNER: JANET Sc VLADIMIR VUKOVI TEL: 305- SHEET SCALE: 1/4" = 1' 1 I TONY -04 -05 SHEET NO. A -03 • °••,% •111► IIITw I ►1'I'I,A,I1I'I►A .00" � •� 1 A11MA SVIIMI AIArA► MAIA 00 , 0 0" 1 41: 1 1 AISTIMISTISORTIMII • �■•i11AlAlA Al 1110110A IIIrA►A►I►AIAYI AI IIAIA11r11Ar11111MIS AIAIA AI 11A1A►A1A11MMIAMMISMA Arm1•r mM1AMMIIIIIIIM 1AVITAIAIA 11111111111111 ►AIAIAIAIAIAIAIAIAIAIAIA IIIMMISOMISOMAMISMAISMISMA goo III�IIWI !I!I�IIIAIIAIIIIIAII�'A!It� ■lIl �J I!UIII� ■I,* 1!�III A 11111i�IiIA�iiiiIir1 r1rIiRv1IAIIIAI IIIII�AIAIAIII� I11IMII 4111111111111111111 , IAI1III�I ANIIIAI111111III1IIIAII 1r1r1►1r1►1i1r1r1r1► AIAramiarAIAIAI m A► oo01y *,A1A1A,Ar /v �AAAAAAAAij� ,A NORTH ELEVATION SCALE: 1/4"1 X1511 NG I31-DG. EAST ELEVATION SCALE: 1/4"=V-0" i ! 11111111111 111I!IUI111U111$11111111II11AIAl111 /1!11 !� M!I I!InII I!Ihhh!A !o 1Ahl■IIIIh!II /U! ` s 11 M 1111 AM111111111111111111111111111 11�111�1∎111i11111A1111111.II111A111111` 1111111111 1111111111111111 111 111111111111111111 /11111111► 41111 1111111111111111111111V 1I- — — r�11111111111111111 - 11111 !11111111 11A� DENOTES: BLOCK —IN OF DOOR OR WINDOW (nP•) DENOTES: BLOCK —IN OF DOOR OR WINDOW (TV.) xi N6 51 - IN r3l�bG, �XIG mt2G XI51'ING (31, 126 • w�w�wuww��w� •.w�,w��ww►�ww•�w�w►•�� IA►Ar*r*►1►*r1r1►Ar1r■r�11►*r*! ►►•►1►• IAIAIAIAIAISIATIRIS MAIAIAIAIAMATA � SISYSIOSYSTSISYSIArSrArAr MIMAIIIM rAri►rii AYA 111 11111101101 01111111A1101111A110111 OWNS IrArArArAr� ►Ar1r1r>Ar�rArlrAr1r1r1r1rAr r1rlrArA 1:1311► 1111! ►/U11111IA� 11211��►�►1�►�11111AIA �IIIIII!�I I AIAII IIIIAI!� /�IIAIAII! !!III /Iii�� iiitII /IIIIII1I1I1IIIIIIII1►1I1111 IiIII1I1I1I1I1I1I 1 Is /44'11111111111 IAIAIIl!IIII111 /I Il1I1I11AIIIAIIiYI1AI1I.111� DENOTES: - BLOCK —IN OF DOOR OR Win (T'P•) 5111NG �XI DENOTES: BLOCK —IN OF DOOR OR WINDOW (TYP.) WINDOW SCHEDULE WINDLOAD cPSF> MAR SIZE (OPENING) TYPE TINT REMARKS POSITVE ( +VE) NEGATIVE ( —VE) A 19 -1/8 "W X50 -5/8 "H 14 GREY CASEMENT +55.00 —73.00 B 37 "W X 50 -5/8 "H 24 GREY CASEMENT +55.00 —73.00 DBL 1 C 1 53 -1 /8 "W X 50 -5/8 "H 34 GREY CASEMENT +53.00 —70.00 D 37 "W X 38 -3/8 "H 23 SH GREY PICTURE +55.00 —73.00 PUSH OUT E I 26 -1/2 "W X 50 -5/8 "H 1/2 34 SH GREY PICTURE +55.00 —73.00 PUSH OUT EGRESS F 1 26 -1/2 "W X 26 "H 1/2 32 PICTURE +55.00 —73.00 1 GREY G I 26 -1/2 "W X 50 -5/8 "H 1/2 34 GREY CASEMENT +55.00 —73.00 H 53 -1/8 "W X 50 -5/8 "H 34 E GREY CASEMENT +53.00 —70.00 NOTE: WINDOWS MUST BE ANCHORED AS PER CHATER 17 OF THE CODE. DOOR SCHEDULE DOOR PANEL WINDLOAD (PSF) HEAD POSITVE ( +VE) NEGATIVE ( —VE) MARk WIDTH HEIGHT THICKNESS JAMB THRESHOLD MATERIAL REMARKS MTL MTL MTL CLAD STORM RESIST. + 53.00 $9 01--/t DADE COUNT APPROVE � 7, ` O STORM RESIST. �� /Z> U' 3' —O" 6' -8" 1 3/4" MTL MTL MTL CLAD + 53.00 �' / DADE COUNT APPROVE) _>7�C FRENCH DOORS .1- .0 �s�. -0" 7v -Q" 1 3/4" MTL MTL MTL/ GLASS STORM RESIST. + 51 .00 % � � DADE COUNT APPROVE •-'S� :20 O 4'_0" 7' -8" 1 " WD — HC WD CUSTOM BUILD + 53.00 — 69.00 / ` BEDRM DOOR ( 2' -8" 6' -8" 1 " WD _ HC WD BEDROOM 2' -8" 6' -8'" 1" MTL. BATHROOMS HC HC WD BATHROOM ONLY MARBLE FOR ( ; ) 2' -6" 6' -8" 1 " MTL. BATHROOMS HC WD BATHROOM (POCKET) ONLY (_ ) 5' —O" 6' -8" 1" WD HC WD CLOSET SIDING 0 5' -0'" 6' -8" 1" WD HC WD BI —FOLD 10 2' —O" 6' -8" 1" WD HC WD BI —FOLD (:-: 3' -0" 6' -8" 1 " WD HC WD BI —FOLD 12 2' -0" 6' -8" 1 " WD HC WD BI —FOLD LOUVERED ( DBL - 17 1 5' —O" 6' -8" 1 3/4" MTL MTL MTL CLAD SIORM fRESISI. + 51.00 g8' DADE COUNT APPROVED --3--K �,� NOTE: FIELD VERIFY ALL SIZE OF EXIST DOORS & WINDOWS OPENING. STORM SHUTTERS PROVIDE APPROVED HURRICANE SHUTTERS TO PROTECT ALL EXTERIOR DOORS Sc WINDOWS. SUBMIT MIAMI —DADE COUNTY PRODUCT CONTROL APPROVAL PRIOR TO INSTALLATION. EGRESS DOORS SAFETY NOTES: NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES THAT IMPEDE OR PROHIBIT EGRESS OR THAT CANNOT BE EASILY DISENGAGED SHALL BE PROHIBITED. REQ'TS FOR MEANS OF ESCAPE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20" IN WIDTH, 24" IN HEIGHT AND 5.7 SQ. FT. IN AREA THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" OF THE FINISH FLOOR ELEVATION. WEST LLCVATIO\ SCALE: 1/4"=V-0" X151 - ING, rL JG IIIIIII� IIIIIIIIAIAIINIIIIIIMIIIVA >AI�IA►AI /IA ►I!�INIAI�� 01111111111111111111111111111111111111111111111111110 111111111111111111110 01111111111111111111111111111111111111111111111111111111111 11111111111111111111111111111 ■ SOUTH ELEVATION SCALE: 1/4"=V-0" �X�511NIG DESIGNS BY LIFE 1421 NE 156 TERRACE NORTH MIAMI BCH, FL. 33162 PH.: 305 - 761 -4411 FAX: 305- 354 -9611 ESDELLE ENGINEERING, INC. ek 1390 N.W. 200 STREET MIAMI, FLORIDA ----- HNNE: 305 -7'!U -2427 RONALD ESDELLE P.E. 43280 REVISIONS REVISED 08/08/05 ADDITION TO SINGLE FAMILY RESIDENCE 284 N.E 102 STREET MIAMI FL. 33138 WNER: JANET & VLADIMIR VUKOVI TEL: 305— SHEET INDEX: - ELEVATIONS SHEET SCALE: 1/4" = 1' TONY -04 -05 DESIGN: DG D ATE: 04/06/05 DRAWN BY: DC SHEET NO. A -04 DOOM SCHEDULE MARK DOOR PANEL HEAD JAMB THRESHOLD MATERIAL REMARKS WINDLOAD (PSF) WIDTH HEIGHT THICKNESS POSITVE ( +VE) NEGATIVE ( —VE) ■-• - 3' -0" 6' -8" 1 3/4" MTL MTL MTL CLAD STORM RESIST. IMPACT RESIST. DADE COUNT APPROVED + 53.00 — 69.00 — 3' -0" 6' -8" 1 3/4" MTL MTL MTL CLAD STORM RESIST. IMPACT RESIST. DADE COUNT APPROVED + 53.00 — 69.00 3 5' -0" 6' -8" 1 3/4" MTL MTL MTL/ GLASSSTORM FRENCH DOORS RESIST. IMPACT RESIST. DADE COUNT APPROVED + 51.00 — 66.00 4 -- 4' -0" 7' -8" 1" WD _ HC WD CUSTOM BUILD BEDRM DOOR + 53.00 — 69.00 5 2' -8" 6' -8" 1" WD — HC WD BEDROOM PICTURE F) 2' -8" 6' -8" 1" MTL. BATH ONLY HC WD BATHROOM 7 —i 2' -6" 6' -8" 1" MTL. MARBLE FOR BATHROOMS ONLY HC WD BATHROOM (POCKET) 8 5' -0" 6' -8" 1" WD HC WD CLOSET SIDING 9 ' 5' -0" 6' -8" 1" WD HC WD BI —FOLD 0; 2' -0" 6' -8" 1" WD HC WD BI —FOLD 11 3' -0" 6' -8" 1" WD HC WD BI —FOLD 12 J 2' -0" 6' -8" 1" WD HC WD BI —FOLD LOUVERED \ 13) DBL 5' -0" 6' -8" 1 3/4" MTL MTL MTL CLAD STORM RESIST. IMPACT RESIST. DADE COUNT APPROVED NOTE: FIELD VERIFY ALL SIZE OF EXIST DOORS & WINDOWS OPENING. WINDOW SCHEDULE WINDLOAD (PSF) MARK SIZE (OPENING) TYPE TINT REMARKS POSITVE ( +VE) NEGATIVE ( —VE) A f 1 9 -1 /8 "W X50 -5 /8 "H 14 SH GREY PICTURE +55.00 —73.00 B 37 "W X 50 -5 /8 "H 24 SH GREY PICTURE +55.00 —73.00 C DBL 53 -1/8 "W X 50 -5/8 "H 34 SH GREY PICTURE +53.00 —70.00 37 "W X 38 -3/8 "H 23 SH GREY PICTURE PUSH OUT +55.00 —73.00 E 26 -1 /2 "W X 50 - 5/8 "H 1/2 34 SH GREY PICTURE PUSH OUT EGRESS +55.00 —73.00 26-1/2"W X 26 "H 1/2 32 SH GREY PICTURE +55.00 —73.00 ` F ' G 26-1/2"W X 50 - 5/8 "H 1/2 34 SH GREY PICTURE +55.00 — 73.00 H 53 - 1/8 "W x 50 -5/8 "H 34 SH GREY PICTURE +53.00 —70.00 NOTE: WINDOWS MUST BE ANCHORED AS PER CHATER 17 OF THE CODE. 7 ... — : — ows Iwo I Iwo ••••" •'mm►rarn marirorkormara 101,401 •r•1•r •r •r1r •0r1 '''��• m 1 •1� �I•Irt %1.111% %1 %1 %1• �• • L 41101.11411 >• r•r•►•r�lr�r�r =r�rIr�rAr�rIr�►�r� • 41111 �i�iriiiii�i =jii��i�iiui`iii�iu i �A MIN • r M i►iN rte►r !AY • INGTMENTISTREAL 1111111111111111111111116 II,1111Irl DENOTES: BLOCK —IN OF DOOR OR WINDOW (TYP.) XI511NG 131-r , DENOTES: BLOCK —IN OF DOOR OR WI ) . / / / jj � j� /� / // /j . •NSwuwiw EMrinNERM•Irrwiwr•g � r11r11r1r1r1•u•r•0r11r1110r •r r�r1r>•r •r YAT:y r: 4101�r1r •r1►�raallal M•rl�r =r•WNIMMIrr r•0r>• 1•1•1•1111•1•1•1•1•1•1•111•1111111110111111•411011•11•0 . �r/lr�r�r>•U�r r2 r�rA •r/�r�r�rl�r�r�r�rl�r,r,•Ilrlr� '111 11 - 11 /IIIIIII R1 I / /IIM1 /III 4iiiiiiitiiTItiiIiitii 11111111111111111111111111 r� 411111111111111111111111 111111111111111 111111111111111111111111 .16 X1511NG �i 'ilii��i�I■■�i�iiiiiii�i ?ICI i I�wlili�:� i�liliiiil I I�' I�I � ��IIII r �� III I�/ rrrrrrir /III �rlilr�r�r�rl��i�rlr r lIr r r r r� r r rN� 41111tII1lr1i1II1 '' ' � . : .. 1111I1�Ii1111111li111111 1111li�il DENOTES: BLOCK —IN OF DOOR OR WINDOW (TYP r 1 LJ_ r ., SCALE: 1/4"=V-0" - 1r 1 SCALE: 114"=1'.0" ` � � r F u � k SCALE: 1/4 "=1'•0°• Jv I) - rip 1: SCALE: 1/4 " -1'•0" rxls 1NG f3i� nG , 'r 1, 7 T. L J l._J 1 r . 11 1 ,....11 . r .. Ali DENOTES: BLOCK —IN OF DOOR OR WINOOW (TYP.) 0 XI51'ING (3L I7G . XI511NG E31- bG , DENOTES: BLOCK —IN OF DOOR OR WINDOW (TYP.) X1511ING, L3� nG MIIIIIMIIiIIIiI /IIII�11 /I /I /III /I /II IIIIIIIIIIII!i!1 /IIlL 11∎1111 1111IrI1I11I I11111111111111i111111 M1ii riilriis 11101111 1101011111111111111111111 r 11 1 1 1 r r 1 ■ ;XI511NG If3�t7G, PProved. (11, .r , > lev 1421 NE 156 TERRACE NORTII MIAMI BCH, FL. 33162 ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PRONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 PH.: 305 - 761 -4411 FAX: 305 - 354 -9611 DESIGNS Er( LIFE REVISIONS ADDITION TO SINGLE FAMILY RESIDENCE 284 N.E 102 STREET MIAMI FL. 33138 OWNER: JANET & VLADIMIR VUKOVI TEL: 305— SHEET INDEX: COLUMN /FOUNDATION NOTES MARK DESCRIPTIONS TYPE REMARK 8 "x12" CONC. COL. W/ 4 #5 VERT AND #3 TIES ® 6" O /C. SPLICE ALL REBARS 48 x DIA_ NEW 3 1 /2 "x3 1 /2 "4"THK. STL. COL. 16" WIDE X12" DEEP CONT. FTG. W/ 2 #5 CONT. UNDER PERIMETER OF ALL MASONRY WALLS. PROVIDE 2 #5 x5 -0' 30" BENDS (EA. ARM) AT ALL INTERSECTIONS OF WALL FOOTING. 8 "X8" THICKENED END OF CONC. SLAB W/ 1 #5 CONT. 1#5 VERT. IN CONC. FILLED BOCK CELL. COORDINATE LOCATIONS W/ FLOOR PLAN. 4" CONC. SLAB W/ 6x6 10/10 W.W.M. OVER 95% COMPACTED FILL (PER ASTM D1557) 36 "X36 "X12" FTG. W/ 4 #5 EACH WAY 2'x2'x16" CONC. FTG. W/ 3 #5 EACH WAY BOTTOM I1 =III■ AS DENOTED LIFT FLOOR IN AREA AS TO MATCH ELEVATION IN EXISTING FAMILY RM ( NEW FIN. FLR. ELEV.= +13-11' ) X15111NG I'AMIL-Y f?M NSW CONC 51A3 ( NEW AN. FLR. ELEV.= +13-11' ) DESIGN: DG DATE: TONY -04 -05 04/06/05 DRAWN BY: DG . QAI5 5L-A13 0 ( NEW FiN. FLR, ELfiV. = +90 -11' ) 0 �XI5tIN HOUSE ( EXISTING AN. FIR. ELEV.= +11.33 ) SCALE: 1/4 " =1'.0" FOUNDATION PLAN �X151'1NG HOU5 (EXI8BNG FIN. FLR. ELEV.= +11.33 ) ii _J 0 EXIST. 8" CONC. MASONRY WALL C 10x22 CHANNELS EACH SIDE DOLTS INSTALLED IN PRE - DRILLED HOLES. ANNULAR SPACES BETWEEN BOLTS AND CONC TO BE GROUTED WITH EPDXY. 1 LAYER OF 5/8" TYPE "X" DRYWALL EA. SIDE. 1/2" DRY WALL (TYP.) "X" DRYWALL EA. SIDE. EXIST. WALL BEYOND SCALE: 1/4"=1'.0" EXISTING 8 "X14" CONC. BEAM. 3/4 " -A307 BOLTS 0 24" O/C STAGGERED 6"x 6"x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3 -1 /2 "x3 -1 /2 "x3/4" THK STL COL. 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3 -1 /2 "x3 -1 /2 "x3/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO EXISTING FTG. NEW FLOOR TO MATCH EXISTING LIVING RM ELEVATION 6" CONC. SLAB W/ 6x6, 10/10 WWM OVER 4 MILL VERIMI 4 EXISTING FTG ,�� /i� /r / % /. EXISTING SLAB DETAIL (TYP. THROUGH STIFFENED BEAM @ BEDROOM I i I i - I _ L - / - SECTION SCALE: 3/4 " =1'-0" ■ ' F ' I, •. - ._ • - " 1 S I t I H III II IH. I II III -- 1 I �; _� I • Illil I I II I , I I -- 1/2" EXPAA 33 JOINT \ EXISTING SLAB GENERAL NOTES: CONCRETE MASONRY UNITS: (FIELD OBSERVATION AND INTERVIEWS WITH OWNERS SUPPORT THAT AS —BUILT CONDITION MEET THE 1 CONCRETE MASONRY SHALL COMPLYW/ GRADE —N, NORMINAL SIZE 16 "x8 ", HOLLOW LOAD BEARING BLOCK — ASTM C90, & SHALL MEET PRISM STRENGTH OF 2500 PSI AT 28 DAYS. 2 PRESENCE OF VERT. REBARS, AS PER INTERVIEW W/ OWNER, IS PRESENT AT ALL SIDES OF WINDOWS AND DOORS, EXCEPT WHER THERE IS CONCRETE CONLUMNS. REINFORCING STEEL: 1 REINF. STELL SHALL COMPLY WITH A.S.T.M. 615, GRADE 60 2 REINF. OVERLAP = 48 x DIAMETER OF REBAR 3 REINFORCING COVERING: ROOF TRUSSES 3 SLAB COL. 8 EAM RETAINING WALL FOOTING WOOD FRAMING 3/4" 1 1/2" 1 1/2" 2 " 3 CONCRETE: 1 CONCRETE STRENGTH IN 28 DAYS OF 3000 PSI. 1 LUMBER USED FOR JOIST, RAFTERS, TRUSSES, COLUMNS, BEAMS AND /OR OTHER STRUCTURAL MEMBERS SHALL BE OF A STRESS GRADE NOT LESS THAN 1000 PSI NORMINAL EXTREME FIBER STRESS IN BENDING (Fb). EXAMPLE OF SPECIES ARE N0.2 SO. PINE. 2 ALL PLYWOOD SHALL BE APA RATED SHEATING. ALL SHEETS SHALL BE BONDED BY EXTERIOR GLUE. NAILING SHALL BE INSPECTED PRIOR TO COVERING. 3 EACH 'LYWOOD SHALL HAVE A MINIMUM AREA OF 8 SQUARE FEET AND A MINIMUM DIMENSION IN ANY DIRECTION OF 3 FEET. INSTALL WITH JOINTS STAGGERED OVER 2 OR MORE SUPPORTS WITH THE FACE GRAIN PERPENDICULAR TO FLOOR AND ROOF SUPPORTS AND PARALLEL TO SUPPORT FOR WALL SHEATING. 4 PLYWOCD AT ROOF DIAPHRAM SHALL BE APA RATED EXTERIOR GRADE PLYWOCD, 5/8" MINIMUM THICK WITH SPAN RATING OF 32/16. NAILING SHALL BE 8d COMMON (RING SHANK) NAILS SPACED AT 6" 0/C AT PANEL INTERMEDIATE SUPPORTS, AND 4" 0/0 AT PANEL EDGES 5 WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR REDWOOD. 6 ALL NAILS SHALL BE COMMON WIRE NAILS UNLESS OTHERWISE NOTED. 7 BOLTS SHALL CONFORM TO ASTM A -307. PROVIDE WASHERS UNDER ALL BOLTS, NUTS, SCREWS, BOLTS WASHERS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM Al23 8 WOOD IN DIRECT CONTACT WITH MASONRY OR CONCRETE SHALL BE ISOLATED BY MEANS OF AN APPROVED VAPOR BARRIER. 30# FELT SHALL BE USED AS APPROVED VAPOR BARRIER. 1. TRUSS MFR 15 RESPONSIBLE FOR THE DESIGN AND FABRICATION OF tTRUSSES, GIRDERS AND THEIR CONNECTIONS TO EACH OTHER. 2 TRUSSES AND GIRDER SHALL BE DESIGNED TO RESIST LATERAL BUCKLING UNDER GRAVITY OR WIND LOADS. RESPONSIBLE FOR THE DESIGN OF TRUSSES AND GIRDERS, AND SHALL BE SUBMITTED TO ARCHITECT OF RECORD FOR REVIEW FOR COMPLIANCE WITH DESIGN CONCEPT ONLY. PLYWOOD /ROOF SHEATHING 1. PLYWOOD FOR ROOF SHEATHING SHALL BE 5/8 ", EXTERIOR GRADE, WITH 32/16 SPAN TATING. 2 PLYWOOD EDGES SHALL BE TONGUE AND GROOVE OR CONTINUOUSLY SUPPORTED WITH WOOD SUBRAFTERS SPANNING BETWEEN PRIMARY FRAMING MEMBERS. 3 LAY PANELS, CONTINUOUS OVER TWO OR MORE SPANS AND WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. END JOINTS SHALL OCCUR AT CENTER OF PRIMARY FRAMING MEMBERS WITH BOTH PANELS FASTENED TO IT. END JOINTS SHALL BE STAGGERED. 4 FASTEN PLYWOOD ROOF SHEATHING PANELS TO ALL SUPPORTING MEMBERS USING 8d RINK SHANK NAILS. NAIL SPACING SHALL BE SIX INCHES AT INTERMIDIATE SUPPORTS AND 4 INCHES AT PANEL EDGES. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY SPECIALTY ENGINEERING 1421 NE 156 TERRACE NORTH MIAMI BCH, FL. 33162 ESDELLE ENGINEERING, INC. 1390 N.If. 200 STREET MIAMI, FLORIDA PHONE: 305- 770 -2427 RONALD ESDELLE P.E. 43280 J ADDITION TO SINGLE FAMILY RESIDENCE OWNER: JANET Sc VLADIMIR VUKOVI TEL: 305- DESIGNS BY LIFE PH.: 305 - 761 -4411 FAX: 305 -354 -9611 REVISIONS 284 N.E 102 STREET MIAMI FL. 33138 SHEET INDEX: - FOUNDATION PLAN SHEET SCALE: 1/4" = 1' SHEET NO,, 3- 1/2 "x3 -1/2 "x1/4" THK. STL. COL. IN GROUT CELLS. (TYP.) / X15111\16 pool II 11 II u u u INTERIOR ELEVATION SECTIO\ SCALE: N.T.S. L X151/NG F oo 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3 -1/2 "x1/4" THK STL COL. & W6x25 STL BEAM NEW OPENING 6 "x6"x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3-1/2 "x3- 1 /2 "x 1/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO EXISTING FTG. EXIST. CONC FLOOR SLAB EXIST. FOOTING NOTE: CONTRACTOR TO SHORE UP WALL BEFORE REMOVING WALL UNDER BEAM. DESIGN LOADS ASCE 7 98 & F.B.C. LIVE LOAD = 30 PSF DEAD LOAD =25 PSF NET UPLIFT ZONE 1 = 44 PSF ZONE 2 = 59 PSF 1 1 �XI51iNG r?ooF EXISTING TIE BEAM W/ NEW PARAPET WALL TO MATCH HEIGHT OF EXISTING PARAPET. GL= Soo/ UL- 494# USE USP -THF JOIST HANGER W/ (16) 10d TO HEADER & (10) 10d TO JOIST. 11 1 11 - — U-- U-4J -- II 11 I1 Id- L I- Id- fl- fT a II 11 I \IW ?oot- 25' -0 n A 0 16' -5" 0 — fT- -FT- 1I I I I FJ NEW STL. COL. 0 EXIST. CONC. WALL NEW 4'0 SCUPPERS & OVERFLOW SCUPPERS (T1'P.) NEW TIE BEAM & PARAPET WALL ATTACHED MANSARD FRAMING TO HEADER USING (2) USPAC7 CLIPS AT EACH SIDE OF MANSARD. (2) 2x8 HEADERS ANCHORED TO TI BEAM W/ r04 1 ANCHOR 0 24' 0 /C. (2) 2x4 HEADERS ANCHORED ' 1/ ! "o LAGS SHIEL[, ANCHORS. 012" 0 /C. NAIL MANSARD TO HEADER USING (2) 1 PENNY NAILS 0 EA MAN D CONN. MANS SCALE: 4"= PROPOSED (TYP.) 8 "x12' TIE BEAM CONTINUOUS, ,_ A rf4 11 14; . �■! .// I PM M rel AAA I ggl II Wol a p,, IN 7 ,11 II dm, II 1 0 II CM I 4i Ire�4/ i%g pp i zi r - • • • 4 •• • •.. • —: • • —t-- • ADDITION 2 #5x2' -6" LONG DOWELS EMBEDDED 6" INTO TIE BEAM BONDED W/ EPDXY PROPOSED STARTER COLUMN (8 "x12 ") • _• PROPOSED CONC. FTG. (REFER TO WALL SECTION) 2f5 36" LONG DOWELS EMBEDDED 6' INTO EXIST. FTG. & BONDED W/ EPDXY. SCALE- 1/ 4 EXIST. 8" CONC. MASONRY WALL EXISTING CEILING 1 LAYER OF 5/8" TYPE "X" DRYWALL EA. SIDE. EXIST. WALL BEYOND NEW FLOOR TO MATCH EXISTING LIVING RM ELEVATION 6" CONC. SLAB W/ 6x6, 10/10 WWM OVER 4 MILL EXISTING SLAB EXISTING FTG. '2' V� V ��v 1' f3. Are 4'6 DETAIL EXIST'G 8'x12" CONC. TIE BEAM. �p5 DOWELS 12" LONG EMBEDDED 6" INTO EXIST'G. COL. & FILL CELL 12" 0/C BONDED W/ EPDXY. EXIST'G STRUCTURE EXISTIING CONC;. FTG. BARREL ROOF TILE (TYP. 4 C XISTING CEILING NEW W6X25 BEAM. 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3 -1/2 "x1/4" THK STL COL. & W6x25 STL BEAM 8 "x8 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3- 1/2'x1/4" THK STL COL. (2) 3/4"x9" JAY BOLT EMBEDDED INTO EXISTING FTG. DETAIL OF STEEL COL. & BEAM CONNECTION @ DINING RM 0_ INSULATION: VALUE R- ROOF DECK TO BE r EXT. GRADE PLYWOOD ATTAC W/ 8d NAILS 4" 0/C 0 PANEL EDGES AND 6' 0/C INTERMEDIATE SUPPORT. EXISTING SLAB \USE USP THE JOIST HANGER W/ (16) 10d TO HEADER & (10) 10d TO JOUST. (TYP.) 3 -� MTL CHANNEL (TYP) 1/2" DRYWALL OVER 1 "x2" FURR. STRIPS 0 16" 0 /C. 1"x4" P.T. FIRE STOP (TYP.) NEW ADDITION INSULATION: VALUE R -5.0 A 06 CAP BEAM 8"x12 CONC. BEAM W/ 3i HORT. 8"x14" CONC. BEAM W/ 4 / 5 & #3 1IES 0 6" 0/C FOR THE 1ST 4 TIES 0 CORNERS & 48' 0/C ELSEWHERE, (EA. ARM) AT CORNERS. 3x12 LEDGER ATTACHED TO TIE BEAM W/ AB W/ 4 "EMBED 32" 0 /C. REINF: 1 #5 VERT. IN CONC. FILLED BLK. CELL 0 SIDES OF OPINGINGS GREATER THAN 32' WIDE AND NOT MORE THAN 8' -0'. MASONRY WALL: PROVIDE #9 TRUSS TYPE HOR. REINF. EVERY 2nd COURSE IN MASONRY WALL EXTEND REINF. 4" INTO CONC. TIE COL REINF. OVERLAP 30' MIN. 4" WD. BASE FLOOR SLAB: 4" CONC. SLAB W/ 6x6 10/10 WWM OVER 4 MILL POLYFILM VAPOR BARRIER. ON 95% COMPACT FILL SOIL STATEMENT THE SOIL HAS BEEN OBSERVED TO BE SAND AND ROCK WITH A BEARING OF 2000 PSF. A SIGNED AND SEALED STATEMENT WILL BE SUBMITTED TO THE SCALE: 1/2' l' -0 T om — j � — • 4{�y— �c��i • la. -i�— EXISTING 2 "x10" WD. JOIST EXISTING CEILING 1 LAYER OF 5/8" TYPE "X" DRYWALL EA. SIDE. NEW2x4 WD WALL W/ 1 LAYER OF 5/8" TYPE "X" DRYWALL. (TYP.) 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3- 1/2'x1/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO NEW FTG. — 'I E XISTING CEILING NEW W6X25 BEAM. 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3- 1/2"0/4" THK STL COL. & W6x25 STL BEAM I4& • • • • . 4 :• •14 •. nr I;IAI nr 47w NEW 2'x2'x1.5' CONC. FTG W/ 3#5 REBAR EA. WAY BOTTOM. / // ♦ � # ♦ Z A ♦ \ , EXISTING FLOOR DE'PAIL OF STEEL COL. & BEAM CUS \GCTION@ LIVING RM thr - - VOW • .n 1 ** • **** %�% o 0 4 Al i 0 Ag Ofi A % i 4 /0„, %% NEW SCUPPER & OVER FLOW SCUPPER (TYP.) .. TERMITE PROTEC (FBC 1816.1.7) � BLDG. SHALL HAVE PRE - CONSTRUCTION TREATMENT \ \/ PROTECTION AGAINST SUBTERRANEAN. THE RULES AND \ LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT / •'�•',•, OF AGRICULTURE AND CONSUMER SERVICES TREATMENT \\ •'";:: '' FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED O BUI DEPARTMENT COMPANY TAT CONTAINS LI PEST ING \\/ \ / \ \ / \ \ / \ \ \ / \ \ \ / \ \ \ / \ \ / / \ //' STATEMENT: " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." BLDG. SECTION SCALE: 1/2"=e-0" wsnNC ROOF XISTING ROOF EXISTING WALL EXI STING BLDG. B DESIGNS BY LIFE 1421 NE 156 TERRACE NORTH MIAMI 13CH, FL. 33162 PH.: 305 -761 -4411 FAX: 305 - 354 -9611 ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 REVISIONS A REVISED 06/13/05 ADDITION TO SINGLE FAMILY RESIDENCE OWNER: JANET & VLADIMIR VUKOVI TEL: 305- SHEET INDEX: - ROOF FRAMING PLAN SHEET SCALE: 1/4" = 1' DESIGN: DG 284 N.E 102 STREET MIAMI FL. 33138 DATE: tat TONY -04 -05 DRAWN BY: DG SHEET NO. _ CEILING HEIGHT 3/4" STUCCO I I 3- 1/2 "x3 -1/2 "x1/4" THK. STL. COL. IN GROUT CELLS. (TYP.) / X15111\16 pool II 11 II u u u INTERIOR ELEVATION SECTIO\ SCALE: N.T.S. L X151/NG F oo 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3 -1/2 "x1/4" THK STL COL. & W6x25 STL BEAM NEW OPENING 6 "x6"x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3-1/2 "x3- 1 /2 "x 1/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO EXISTING FTG. EXIST. CONC FLOOR SLAB EXIST. FOOTING NOTE: CONTRACTOR TO SHORE UP WALL BEFORE REMOVING WALL UNDER BEAM. DESIGN LOADS ASCE 7 98 & F.B.C. LIVE LOAD = 30 PSF DEAD LOAD =25 PSF NET UPLIFT ZONE 1 = 44 PSF ZONE 2 = 59 PSF 1 1 �XI51iNG r?ooF EXISTING TIE BEAM W/ NEW PARAPET WALL TO MATCH HEIGHT OF EXISTING PARAPET. GL= Soo/ UL- 494# USE USP -THF JOIST HANGER W/ (16) 10d TO HEADER & (10) 10d TO JOIST. 11 1 11 - — U-- U-4J -- II 11 I1 Id- L I- Id- fl- fT a II 11 I \IW ?oot- 25' -0 n A 0 16' -5" 0 — fT- -FT- 1I I I I FJ NEW STL. COL. 0 EXIST. CONC. WALL NEW 4'0 SCUPPERS & OVERFLOW SCUPPERS (T1'P.) NEW TIE BEAM & PARAPET WALL ATTACHED MANSARD FRAMING TO HEADER USING (2) USPAC7 CLIPS AT EACH SIDE OF MANSARD. (2) 2x8 HEADERS ANCHORED TO TI BEAM W/ r04 1 ANCHOR 0 24' 0 /C. (2) 2x4 HEADERS ANCHORED ' 1/ ! "o LAGS SHIEL[, ANCHORS. 012" 0 /C. NAIL MANSARD TO HEADER USING (2) 1 PENNY NAILS 0 EA MAN D CONN. MANS SCALE: 4"= PROPOSED (TYP.) 8 "x12' TIE BEAM CONTINUOUS, ,_ A rf4 11 14; . �■! .// I PM M rel AAA I ggl II Wol a p,, IN 7 ,11 II dm, II 1 0 II CM I 4i Ire�4/ i%g pp i zi r - • • • 4 •• • •.. • —: • • —t-- • ADDITION 2 #5x2' -6" LONG DOWELS EMBEDDED 6" INTO TIE BEAM BONDED W/ EPDXY PROPOSED STARTER COLUMN (8 "x12 ") • _• PROPOSED CONC. FTG. (REFER TO WALL SECTION) 2f5 36" LONG DOWELS EMBEDDED 6' INTO EXIST. FTG. & BONDED W/ EPDXY. SCALE- 1/ 4 EXIST. 8" CONC. MASONRY WALL EXISTING CEILING 1 LAYER OF 5/8" TYPE "X" DRYWALL EA. SIDE. EXIST. WALL BEYOND NEW FLOOR TO MATCH EXISTING LIVING RM ELEVATION 6" CONC. SLAB W/ 6x6, 10/10 WWM OVER 4 MILL EXISTING SLAB EXISTING FTG. '2' V� V ��v 1' f3. Are 4'6 DETAIL EXIST'G 8'x12" CONC. TIE BEAM. �p5 DOWELS 12" LONG EMBEDDED 6" INTO EXIST'G. COL. & FILL CELL 12" 0/C BONDED W/ EPDXY. EXIST'G STRUCTURE EXISTIING CONC;. FTG. BARREL ROOF TILE (TYP. 4 C XISTING CEILING NEW W6X25 BEAM. 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3 -1/2 "x1/4" THK STL COL. & W6x25 STL BEAM 8 "x8 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3- 1/2'x1/4" THK STL COL. (2) 3/4"x9" JAY BOLT EMBEDDED INTO EXISTING FTG. DETAIL OF STEEL COL. & BEAM CONNECTION @ DINING RM 0_ INSULATION: VALUE R- ROOF DECK TO BE r EXT. GRADE PLYWOOD ATTAC W/ 8d NAILS 4" 0/C 0 PANEL EDGES AND 6' 0/C INTERMEDIATE SUPPORT. EXISTING SLAB \USE USP THE JOIST HANGER W/ (16) 10d TO HEADER & (10) 10d TO JOUST. (TYP.) 3 -� MTL CHANNEL (TYP) 1/2" DRYWALL OVER 1 "x2" FURR. STRIPS 0 16" 0 /C. 1"x4" P.T. FIRE STOP (TYP.) NEW ADDITION INSULATION: VALUE R -5.0 A 06 CAP BEAM 8"x12 CONC. BEAM W/ 3i HORT. 8"x14" CONC. BEAM W/ 4 / 5 & #3 1IES 0 6" 0/C FOR THE 1ST 4 TIES 0 CORNERS & 48' 0/C ELSEWHERE, (EA. ARM) AT CORNERS. 3x12 LEDGER ATTACHED TO TIE BEAM W/ AB W/ 4 "EMBED 32" 0 /C. REINF: 1 #5 VERT. IN CONC. FILLED BLK. CELL 0 SIDES OF OPINGINGS GREATER THAN 32' WIDE AND NOT MORE THAN 8' -0'. MASONRY WALL: PROVIDE #9 TRUSS TYPE HOR. REINF. EVERY 2nd COURSE IN MASONRY WALL EXTEND REINF. 4" INTO CONC. TIE COL REINF. OVERLAP 30' MIN. 4" WD. BASE FLOOR SLAB: 4" CONC. SLAB W/ 6x6 10/10 WWM OVER 4 MILL POLYFILM VAPOR BARRIER. ON 95% COMPACT FILL SOIL STATEMENT THE SOIL HAS BEEN OBSERVED TO BE SAND AND ROCK WITH A BEARING OF 2000 PSF. A SIGNED AND SEALED STATEMENT WILL BE SUBMITTED TO THE SCALE: 1/2' l' -0 T om — j � — • 4{�y— �c��i • la. -i�— EXISTING 2 "x10" WD. JOIST EXISTING CEILING 1 LAYER OF 5/8" TYPE "X" DRYWALL EA. SIDE. NEW2x4 WD WALL W/ 1 LAYER OF 5/8" TYPE "X" DRYWALL. (TYP.) 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3- 1/2'x1/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO NEW FTG. — 'I E XISTING CEILING NEW W6X25 BEAM. 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3- 1/2"0/4" THK STL COL. & W6x25 STL BEAM I4& • • • • . 4 :• •14 •. nr I;IAI nr 47w NEW 2'x2'x1.5' CONC. FTG W/ 3#5 REBAR EA. WAY BOTTOM. / // ♦ � # ♦ Z A ♦ \ , EXISTING FLOOR DE'PAIL OF STEEL COL. & BEAM CUS \GCTION@ LIVING RM thr - - VOW • .n 1 ** • **** %�% o 0 4 Al i 0 Ag Ofi A % i 4 /0„, %% NEW SCUPPER & OVER FLOW SCUPPER (TYP.) .. TERMITE PROTEC (FBC 1816.1.7) � BLDG. SHALL HAVE PRE - CONSTRUCTION TREATMENT \ \/ PROTECTION AGAINST SUBTERRANEAN. THE RULES AND \ LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT / •'�•',•, OF AGRICULTURE AND CONSUMER SERVICES TREATMENT \\ •'";:: '' FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED O BUI DEPARTMENT COMPANY TAT CONTAINS LI PEST ING \\/ \ / \ \ / \ \ / \ \ \ / \ \ \ / \ \ \ / \ \ / / \ //' STATEMENT: " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." BLDG. SECTION SCALE: 1/2"=e-0" wsnNC ROOF XISTING ROOF EXISTING WALL EXI STING BLDG. B DESIGNS BY LIFE 1421 NE 156 TERRACE NORTH MIAMI 13CH, FL. 33162 PH.: 305 -761 -4411 FAX: 305 - 354 -9611 ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 REVISIONS A REVISED 06/13/05 ADDITION TO SINGLE FAMILY RESIDENCE OWNER: JANET & VLADIMIR VUKOVI TEL: 305- SHEET INDEX: - ROOF FRAMING PLAN SHEET SCALE: 1/4" = 1' DESIGN: DG 284 N.E 102 STREET MIAMI FL. 33138 DATE: tat TONY -04 -05 DRAWN BY: DG SHEET NO. _ CEILING HEIGHT 3- 1/2 "x3 -1/2 "x1/4" THK. STL. COL. IN GROUT CELLS. (TYP.) X15TI NG root 61--u u SCALE: 114 " =1'•0" t. SCALE: N.T.S. X15T1NG1 t- oor X1511 t QoF: I1 f 11 ROOF FRAMING PLA\ 6 "x6 "x1 /2" THK PLATE FILLET WELDED ALL AROUND TO 3 -1 /2 "x3 -1 /2 "x3/4" THK STL COL. & W6x25 STL BEAM EXIST. WALL ( '' •) NEW O P E N I N G 6 "x6 "x 1 /2" THK PLATE FILLET WELDED ALL AROUND TO 3 -1 /2 "x3- 1 /2 "x3/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO EXISTING FTG. EXIST. CONC FLOOR SLAB EXIST. FOOTING NOTE: CONTRACTOR TO SHORE UP WALL BEFORE REMOVING WALL UNDER BEAM. I \T'P;RIOR ELEVATION u , �,_4J - J- LI- 61- LA- - - moor 1 1 1 1 1 - LA- L -tJ- -- 16' -5" =1 T 0 NEW STL. COL. EXIST. CONC. WALL Eti 4 r • _r_ _IrT �P5 PROPOSED (TYP.) 8 "x12" TIE BEAM CONTINUOUS. • Inti Foo . // 4 0 ..ii� d A 7 m 4 /A I i r i a o r % % § N 144 1 0,00 II WO g g 1 IA 1 IN % .. ADDITION 215x2' -6" LONG DOWELS EMBEDDED 6" INTO TIE BEAM BONDED W/ EPDXY PROPOSED STARTER COLUMN (8 "x12 ") ROPOSED CONC. FTG. (REFER TO WALL SECTION) 2#5 36" LONG DOWELS EMBEDDED 6 INTO EXIST. FTG. & BONDED W/ EPDXY. EXIST. 8" CONC. MASONRY WALL EXISTING CEILING EXIST. WALL BEYOND EXISTING SLAB EXISTING FTG DESIGN LOADS ASCE 7/98 & F.D.C. - LIVE LOAD = 30 PSF DEAD LOAD =25 PSF NET UPLIFT ZONE 1 = 44 PSF ZONE 2 = 59 PSF EXIST'G 8"x12" CONC. TIE BEAM. EXISTING 'CONC. FTG. 1 LAYER OF 5/8" TYPE X' DRYWALL EA. SIDE. / •_-.- �. .to • , \\ /, " \ NEW FLOOR TO MATCH EXISTING LIVING RM ELEVATION 6" CONC. SLAB W/ 6x6, 10/10 WWM OVER 4 MILL pAkaa *■ak$ 1 DOWELS 12' LONG EMBEDDED 6" INTO EXIST'G. COL & FILL CELL 12" 0/C BONDED W/ EPDXY. 4 --, - - EXIST'G STRUCTURE STARTER COLUM DETAIL Y / //> /r `2 /i EXISTING CEILING NEW W6X25 BEAM. G "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3 -1 /2"x3-1/2"x3/4" THK STL COL. & W6x25 STL BEAM 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3 -1 /2 "x3 -1 /2 "x3/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO EXISTING FTG. EXISTING SLAB DETAIL OP' STEEL COL. & BEAM CONNECTION ® DINING RM SCALE: uz - =r - o 3 -r MTL CHANNEL (TYP) NEW ADDITION INSULATION: VALUE R -5.0 J A A -06 CAP BEAM 8 "x12" CONC. BEAM W/ HORT. 8 "x14" CONC. BEAM W/ 4 1 5 & 1 TIES 6" 0/C FOR THE 1ST 4 TIES 0 CORNERS & 48" 0/C ELSEWHERE, (EA. ARM) AT CORNERS. 3x12 LEDGER ATTACHED TO TIE BEAM W/ r AB W/ 4 "EMBED 32" 0 /C. USE USP THE JOIST HANGER W/ (16) 10d TO HEADER & (10) 10d TO JOUST. (TYP.) INSULATION: VALUE R -19 ROOF DECK TO BE r EXT. GRADE PLYWOOD ATTACHED W/ 8d NAILS 4" O/C 0 PANEL EDGES AND 6" 0/C INTERMEDIATE SUPPORT, 1/2" DRYWALL OVER 1 "x2" FURR. STRIPS @ 16" 0 /C. 1 "x4" P.T. FIRE STOP (TYP.) REINF: 115 VERT. IN CONC. FILLED BLK. CELL 0 SIDES OF OPINGINGS GREATER THAN 32" WIDE AND NOT MORE THAN 8' -0 ". MASONRY WALL PROVIDE 19 TRUSS TYPE HOR. REINF. EVERY 2nd COURSE IN MASONRY WALL EXTEND REINF. 4" INTO CONC. TIE COL 4" WD. BASE FLOOR SLAB: 4" CONC, SLAB W/ 6x6 10/10 WWM OVER 4 MILL POLYFILM VAPOR BARRIER. ON 95% COMPACT FILL SCALE: 1/2 " =1' -0 TERMITE PROTECTION NOTE: , BLDG. SHALL HAVE PRE-CONSTRUCTION TREATMENT \ PROTECTION AGAINST SUBTERRANEAN. THE RULES AND / LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES TREATMENT\ FOR PROTECTION AGAINST SUBTERRANEAN TERMITES. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." REINF, OVERLAP 30" MIN. EXISTING 2 "x10" WD. JOIST EXISTING CEILING 1 LAYER OF 5/6" TYPE X" DRYWALL EA. SIDE. NEW2x4 WD WALL W/ 1 LAYER OF 5/8" TYPE "X" DRYWALL. (TYP.) 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3- 1/2 "x3 -1/2 "x3/4" THK STL COL. (2) 3/4 "x9" JAY BOLT EMBEDDED INTO NEW FTG. • \/ / / / / /, BLDG. SEC1'IO\ SCALE: 1/2 " =1' -0" E XISTING CEILING NEW W6X25 BEAM. 6 "x6 "x1/2" THK PLATE FILLET WELDED ALL AROUND TO 3 -1 /2 "x3- 1 /2 "x3/4" THK STL COL. & W6x25 STL BEAM • / X EXISTING FLOOR NEW i, 4 /, //. I \ 2'x2'x1.5' CONC. FTG. `` / \�j\ W/ 3 #5 REBAR EA. WAY BOTTOM. \\ DETAIL OF STEEL COL. & BEAM CONNECTION@ LIVING RM . ".1. J l. J ... "... A % i 4 46 Or 0 4 4 A 0Ai i% i Ag o o 5 AI AtV 0 Al OV 1A% j NEW SCUPPER & OVER FLOW SCUPPER (TYP.) XISTING ROOF EXIStIG WALL EXI P STING BLDG. 1 A -06 1421 NE 156 TERRACE NORTH MIAMI BCH, FL. 33162 ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 ADDITION TO SINGLE FAMILY RESIDENCE OWNER: JANET & VLADIMIR VUKOVI TEL: 305- r SHEET INDEX: - ROOF FRAMING PLAN SHEET SCALE: 1/4" = 1' TONY -04 -05 DESIGN: DG DATE: PH.: 305 -761 -4411 FAX: 305- 354 -9611 284 N.E 102 STREET MIAMI FL. 33138 \0 DESIGNS BY LIFE REVISIONS m4 DRAWN BY DG SHEET NO. :4 A'��06 EXH. FAN SCHEDULE EXH FAN No. EF -1 AREA SERVED TOILET RM LOCATION CEILING CFM 75 STATIC PRESSURE 1/4" TYPE DRIVE DIRECT MOTOR AMPS .65 ELECTRIC CHARACT. 110 -1 -60 MANUFACTURER NUTONE REMARKS B,C,D,F,H (A)ROOF CURB,(8)SAFETY SWITCH,(C)INSIDE GRILLE, (D)BIRD SCREEN, (F)BACKDRAFT DAMPER,(G)MAGNETIC STARTER WITH REMOTE ON /OFF SWITCH.(H)841-AL 6x8 DUCT UP TO ROOF & ROOF CAP. NEW [3 * 2 M L-OCA PA $ 2 K'E MOPE 6 Pf200M # XI511NG PINING M MOPEL- f3EPt2OOM 4 $ 4 WALL DIFFER US CO 60 CFM 011 10x8 CD 120 CFM WALL MOUNTED 10x8 AIR TRANFER GRILL ABOVE DOOR. FULL LOUVERED METAL DOOR FOR RETURN NR. 6x8 DUCT UP TO ROOF & ROOF CAP. XI5TING LIVING 12M NE A # N SW POWI2 6x6 CD 60 CFM 12x10 CO 11lIIIuIu111I■ Mt- OCAAT P KI1'CNE N NEW 1'OI2CH FULL LOUVERED METAL DOOR FOR RETURN AIR. - 1 X15 FAMIL -Y t2M NEW PANTRY AHU r NEW G1UE51 1200M 5 DESIGN: DG 0 MECIIA \ICAL PLAN SCALE: 1/4 " =1'•O " D UNIT /2 `?�MOPEI, MA511% Iz f3AT,-1 # I E.F. EXISTING 2 TONS A /% CoNO. COND. -\ x8 DUCT UP TO ROOF & ROOF CAP. t2MOPl- MA51 12 13Pt200M 0 0 N i NTS EXISTING ,A?aA Pr(►-IED R ©OF- 4go ss= EXI STIN G' AREA_ A=LA T Pf POSE D A2EA FLAT Rco - 2O94 Roof= - 4o9 sF FLEXIBLE DUCT SUPPORT LEGEND c EF -1 1/4" ROUND X 1 -1/4" TOP CORD OF TRUSS 5' -O" MAXIMUM CEILING DIFFUSER ELBOW W/ TURNING VANES AIR EXTRACTOR EXHAUST FAN UC UNDERCUT 1" AHU —AIR HANDLING UNIT CU CONDENSING UNIT F PROGRAMABLE THERMOSTAT — 1 1/2" MINIMUM 26 go min. • • • • .. • • • • • • • • . • • • ••• GENERAL HVAC NOTES 1. ALL WORK SHALL CONFORM WITH THE FLORIDA BUILDING CODE, AND ALL OTHER APPLICABLE STATE AND LOCAL REGULATIONS AND ORDINANCES. 2. CONTRACTOR SHALL WARRANT ALL WORK TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE PROJECT. 3. PROVIDE ALL NECESSARY INSTRUCTIONS TO THE OWNER IN THE OPERATION OF THE MECHANICAL SYSTEMS. 4. PROVIDE EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS. MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR ACCEPTANCE. 5. SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY THE ARCHITECT AND /OR ENGINEER BEFORE PROCEEDING WITH PURCHASE OR INSTALLATION OF THE EQUIPMENT AND MATERIALS. 6. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, ETC. 7. BALANCE ALL SYSTEMS TO PROVIDE AIR QUANTITIES AND CAPACITIES AS INDICATED ON DRAWINGS. 8. ALL WORK SHALL BE FIELD CHECKED BEFORE INSTALLATION AND COORDINATED WITH ALL OTHER TRADES. 9. A/C CONTRACTOR IS RESPONSIBLE FOR _OBTAINING HIS OWN PERMIT AND PAYING ALL PERMIT FEES. 10. ALL SIZES SHOWN FOR LINED AND UNLINED DUCTS ARE CLEAR INSIDE DUCT DIMENSIONS. 1 1 . CONDITIONED AIR DUCTWORK SHALL BE CLASS "1 " FIBER GLASS DUCTBOARD IN ACCORDANCE WITH SMACNA'S FIBROUS DUCT STANDARDS. R -6 IN ATTIC SPACE. 12. PROVIDE VOLUME DAMPERS, TURNING VANES, ETC., IN DUCTWORK FOR PROPER AIR FLOW AND BALANCE. PROVIDE MULTIPLE VANE EXTRACTORS OR SPLITTERS WITH CONTROL RODS AT ALL OUTLETS CONNECTED CLOSER THAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT AND WHERE SHOWN ON DRAWINGS. 13. REFRIGERANT PIPING SHALL BE SEAMLESS COPPER TYPE "L" HARD OR SOFT DRAWN OR ACR COPPER TUBING WITH WROUGHT COPPER SOLDER JOINT FITTINGS. SOLDER SHALL BE 95/5, APPLIED WITH SUITABLE FLUX. 14. INSULATE REFRIGERANT SUCTION PIPING WITH 3/4" FIRE RESISTANT FOAM PLASTIC OR CLOSED CELL POLYETHYLENE PREMOLDED PIPE INSULATION. 15. PROVIDE AIR CONDITIONING UNITS WITH MATCHING HEAT —COOL THERMOSTATS WITH ON— OFF —AUTO SUB —BASE SWITCH, FURNISHED BY EQUIPMENT MANUFACTURER. 15. COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES, PARTICULARLY WHERE DUCTS RUN THROUGH STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE IS POURED. 17. ALL CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL SUB — CONTRACTOR. MECHANICAL SUB CONTRACTOR TO FURNISH ALL MOTORS, STARTERS, AND RELAYS, ETC. 18. VENTILATION AND EXHAUST AIR DUCTWORK SHALL BE SHEET METAL PER SMACNA STANDARDS. 19. AIR CONDITIONING CONDESATE DRAIN PIPING SHALL BE SCH 40 PVC. LOW VELOCITY SUPPLY AIR DUCT MTL. ROUND FITTING — QUADRANT OPERATOR TO BE OUTSIDE INSULATION — PROVIDE INSULATION GUARD AS REQUIRED INSULATED FLEXIBLE DUCT SCALE: N.T.S. CEILING AIR FLOW PERFORATED DIFFUSER -- -- SEAL JOINT W /EPDXY Sc DUCT TAPE GRILLE SLOPED ROOF CAP. AIR INTAKE ROOF EXHAUST FAN D ETAI L. N.T.S. DESIGNS BY LIFE 1421 NE 156 TERRACE NORTH MIAMI BCH, FL. 33162 PH.: 305- 761 -4411 FAX: 305 - 354 -9611 ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 REVISIONS 2 ADDITION TO SINGLE FAMILY RESIDENCE 284 N.E 102 STREET MIAMI FL. 33138 OWNER; JANET & VLADIMIR VUKOVI TEL: 305— SHEET INDEX: - MECHANICAL PLAN SHEET SCALE: 1/4" = 1' DATE: TONY -04 -05 ` 0 4/08/05 DRAWN BY: DG SHEET NO. A -07 i Y 'JF ... ;'. S fi : P r6yQ Et„ : :, • a E. n,';'. "OE" 'z ^ 'a c 11 '� $ '.r ? (VERIFY MFR'S ELECT. I. $ v ? k � > � � f:$ :: ...��k .�,)� , ' � � , ' ' '. RIME: 1201240 1 0/3 SPECIFICATIONS FOR ALL L : a . ,. ;r: FULL APPLIANCES AND MOUNTING: ;(" LU 311 EQUIPMENTS) MAINS: NI,1 :,, : K.V.A TRIP POLE CON DUIT WIRE RE- MARKS DESCRIPTION N NOO. . CKT DESCRIPTION RE- MARKS WIRE CON- DUIT TRIP POLE K.V.A 8.0 40 -2 1/2" #10 SUB -FEED A. COH.0 ND. A.H.U. #1 - 1 2 COND. -1 #10 1/2" 30 -2 6.960 3 4 6.0 40 -2 1/2" #10 SUB -FEED A.H.0 D. CON A.H.U. #2 5 6 ] COND. -2 #10 1/2" 30 -2 6.960 7 8 5.0 30 -2 1/2" #10 DRYER I L- 9 10 _ 5 E.W.H. L # 1 O 1/2" /2" 30 -2 3.5 11 12 1.5 20 -1 1/2" #12 LAUNDRY MACH. 13 14 GENERATOR #12 1/2" 20 -1 1.0 1.5 20 -1 1/2" #12 REFRIGER. -1 15 16 EXTERIOR RECEPP #12 1/2" 20 -1 1.0 1.5 20 -1 1/2" #12 REFRIGER. -2 17 18 BATHROOM G.F.I. RECEPT #12 # 1 1 2" / 20-1 1.5 1.5 20 -' 1/2" #12 SMALL APPLIANCES 19 20 SMALL APPLIANCES #12 1/2" 20 -1 1.5 1 5 SMALL APPLIANCES 21 22 SMALL APPLIANCES I 1.5 SAME AS ON OTHER SIDE *PROVIDE AN ARC -FAULT CIRCUIT INTERRUPTER TYPE BREAKER ON BEDROOM OUTLETS,LIGHTS & SMOKES TYP. FOR ALL BEDRM. AREAS. GENERAL LIGHT & RECEPT. *23 24 GENERAL LIGHT & RECEPT. 2974 SF X 3W /sf 1 / 2 " $ W *25 26 *27 28 *29 30 *31 32 * 33 34 * 35 36 1 .O 1/2" /2" LIGHT /RECEP 37 38 EXTERIOR LIGHT 1.0 2.0 EXISTING POOL PUMP 39 40 SPARE SPARE 41 42 SPARE i I D 1 ■ - "1I" MLOLA �CAEH M #$.2 EXIST1NG LIVING I22M 12M01'2 nt:oo XIfNG LIVING t2■ • 1' i I - - - -J LOCA1Pt� KI1'CHc N EXISTING FAMILY I?M 1 r rt, s 1 1 1DERGROUrID FLEET METEP 1 12� MOf�t; L MASTI t2 t3f20OM ELECTRICAL PLAN SCALE: 114 " =1'.O" 3 -3/0 THWN CU IN 2" COND. 1 -1 /2" �COND. - 3 -3/O THWN CU IN 1 1/2" COND. 20 AMP M.C.B #4 CU TO TWO (2) 5/8" 0 x 10' GROUND ROD ® 6FT APART TOTAL LOAD (EXCEPT A /C) FIRST 10.0 KVA ® 100% REMAINING 0 40% SUB TOTAL COND. UNIT 0 100% INDIVIDUAL PANEL_ ANALYSIS SMOKE E : E C `o R N oT Es SMOKE DETECTOR WIRED AHEAD ;OF SWITCHES CONNECTED TO BEDROOM LIGHTING. SINGLE POLE SWITCH DUPLEX RECEPTACLE 220 / 240 VOLTS RECEPTACLE ae Bo SMOKE DETECTOR O RECESSED LIGHT EXHAUSTED FAN ELECTRICAL PANEL E. F. po V #4 CU WIRE TO C.W.P #4 CU WIRE TO TERMINATE AT FOUNDATION STEEL. = 37.42 KW = 10.0 KW = 10.968 KW = 20.968 KW = 13.920 KW AHU ® 65% =10.4 (USIE COND. ONLY) - SUB TOTAL = 34.888 KW 34888W / 240V = 145.367 Amps * USE 200 AMPS PNL & DISC. SURFACE MOUNT LIGHTING (PROVIDE ANCHORS FOR FUTURE CEILING FANS) WALL MOUNT LIGHTING JUNCTION BOX LIGHT & FAN CIRCULAR FLOURESENT FIXT. w/ BULBS FLOODLIGHTS PHOTO SENSOR TELEPHONE PENDANT ELECTRICAL NOTES A. GENERAL PROVISION$ 1, THE WORK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT, AND MATERIALS TO PROVIDE THE COMPLETE INTERGRATED AND PROPER FUNCTIONS SYSTEMS AS SHOWN ON THE DRAWINGS, 1 ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS AND ORDINANCES, 3. ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, U.L., ETC. 4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER TRADES SO AS TO AVOID INTERFERENCES. 5. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL SYSTEMS. FIELD VERIFICATIONS OF DIMENSIONS IS DIRECTED. 6. SECURE PERMITS AND INSPECTIONS REQUIRED BY STATE AND LOCAL LAWS AND ORDINANCES. 7. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER CERTIFICATES OF FINAL INSPECTIONS AND APPROVALS FROM AUTHORITIES HAVING JURISDICTION. B.RACEWAYS 1. ALL WIRING SHALL BE INSTALLED IN APPROVAL RACEWAYS (ROMEX IS PERMITTED WHERE ALLOWED BY CODE.) 2. MINIMUM CONDUIT SIZE SHALL BE 1/2' TRADE SIZE. 3. USE FLEXIBLE CONDUIT FOR SHORT FINAL CONNECTIONS TO VIBRATING EQUIPMENT SUCH AS MOTORS AND TRANSFORMERS. LIQUID -TIGHT FLEXIBLE CONDUIT SHALL BE USED IN DAMP ANO WET LOCATIONS. 4. EXPOSED CONDUITS SHALL BE RUN PARALLEL TO BUILDING LINES. 5. DO NOT INSTALL CONDUITS LARGER THAN 1/3 THE SLAB THICKNESS IN CONCRETE SLABS. 6. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL PENETRATIONS THROUGH FIRE RATED FLOORS AND WALLS TO PREVENT THE PASSAGE OF SMOKE, FIRE, TOXIC GAS OR WATER THROUGH THE PENETRATION EITHER BEFORE, DURING OR AFTER A FIRE, AS REQUIRED BY ARTICLE 300 -21 OF THE N.E.C. 7. PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH ARTICLE 300 OF THE N.E.C. 8. PROVIDE EXPANSION FITTINGS IN CONDUIT STRUCTURAL EXPANSION JOINTS. C. CONDUCTORS 1. ALL WIRING SHALL BE COPPER. 2. CONDUCTORS SHALL BE RATED 600V. WITH TYPE THWN INSULATION. 3. WIRES SIZE #10 AWG AND SMALLER SHALL BE SOLID CONDUCTOR. WIRES SIZE g8 ANO LARGER SHALL BE STRANDED. 4. MINIMUM CONDUCTORS SIZE SHALL BE #14 AWG. D. LIGHTING PANELS 1. PROVIDE UGHTING AND RECEPTACLES PANELS AS INDICATED ON THE PLANS AND AS SPECIFIED HEREIN. ALL PANELS SHALL BE DEAD FRONT, CIRCUIT BREAKER TYPE AND SHALL BEAR THE U.L. LABEL AS WELL AS MEET ALL APPLICABLE NEMA REQUIREMENTS. 2. ALL PANELS SHALL HAVE TYPEWRITTEN CIRCUITS DIRECTORIES MOUNTED INSIDE OF DOOR. 3. PANELS SHALL BE SUITABLE FOR THE SERVICE RATING INDICATED ON THE PANEL SCHEDULES. 4. ALL BREAKERS SHALL BE FULL SPACE, INDIVIDUAL FRAME TYPE. NO "PIGGY BACK" OR TANDEM BREAKERS WILL BE PERMITTED. E. SAFETY SWITCHES 1. SAFETY SWITCHES SHALL BE GENERAL DUTY TYPE FUSIBLE OR NON- FUSIBLE WITH POLES, AMPERE AND SERVICES RATINGS AS INDICATED ON THE PLANS. LUGS SHALL BE U.L. LISTED FOR CU. -AL. 2. ENCLOSURES FOR SAFETY SWITCHES SHALL BE NEMA 1, EXCEPT FOR SWITCHES MARKED "WP' (WEATHERPROOF) SHALL BE NEMA 3R. F. FUSES 1, ALL FUSES SHALL HAVE A 200,000 AMP RMS SYMETRICAL RATING UNLESS OTHERWISE NOTED. 2. FUSES RATED 0 TO 600 AMPS SHALL BE AS FOLLOW: a) CIRCUIT BREAKER PANEL PROTECTION -U.L CLASS RK -1, DUAL ELEMENT(BUSSMANN "LOW PEAK" OR EQUAL), b) MOTOR CIRCUIT PROTECTION -U.L. CLASS RK -5, DUAL ELEMENT (BUSSMANN 'FUSETRON" OR EQUAL). 3. FUSES RATED 601 AMPS OR LARGER SHALL BE U.L. CLASS L TIME DELAY (BUSSMANN "HI- CAP" OR EQUAL). G. SITE VISIT 1. BEFORE SUBMITTING A BID THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE CONDITIONS AT THE SITE AND ALL EXISTING STRUCTURES IN ORDER TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND ELECTRICAL SYSTEMS WHICH WILL IN ANY WAY AFFECT THE WORK REQUIRED UNDER THE CONTRACT. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DISCREPANCIES FOUND DURING SAID SITE VISIT. NO ,SUBSEQUENT INCREASE IN CONTRACT COST WILL BE ALLOWED FOR ADDITIONAL WORK REQUIRED BECAUSE OF CONTRACTOR S FAILURE TO FULFILL THIS REQUIREMENT. 1421 NE 156 TERRACE NORTH MIAMI BCH, FL. 33162 DESIGNS BY LIFE PH.: 305 -761 -4411 FAX: 305 -354 -9811 ESDELLE ENGINEERING, INC. 1390 N.R. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 REVISIONS 284 N.E 102 STREET MIAMI FL. 33138 2 J ADDITION TO SINGLE FAMILY RESIDENCE OWNER: JANET & VLADIMIR VUKOVI TEL: 305- r SHEET INDEX: - ELECTRICAL PLAN SHEET SCALE: 1/4" = 1 DESIGN: DG DATE: TONY -04 -05 4/06/05 DRAWN BY: DG SHEET NO. A -08 D 0 0 0 e./..a. J $ ( 0I' —Pm 0 0 0 0 t 4.4,,,dx.kki 0 0 s1 LI 0 T 0 ■ 1l4 " =1'.0" r - - - - -- 1 10 0 0 ' O AUTOMMMEMMIRMEMMM 0 iA -'PF r. FR• 11 G[BISG PLAN 0 0 0 0 O 0 0 L_.— SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL. VENT THRU, ROOF DETAIL N.T.S. 12" 3/4" C.W LINE T &P RELIEF DISCH. 3/4" H.W. LINE — VALVE. HEAT TRAP SENSING ELEMEN TYPICAL WATER HEATER CONNECTION DETAIL SCALE: N.T.S. LEGEND COLD WATER LINE HOT WATER LINE SANITARY LINE WM — WASHING MACHINE WC —WATER CLOSET LAV — LAVATORY VENT STACK TUB —TUB SHR — SHOWER DW — DISHWASHER SNK —SINK EWH — ELECTRIC WATER HEATER CO —CLEAN OUT UNION TURN LEAD DOWN INTO STACK. LEAD 1 2" 3/4" SHUT —OFF VALVE SLOPE OF SAN. LINES 50 GAL ELEC. WATER HEATER (EF. 0.89) �— —HOSE BIBB T MECHANICAL SHOCK ABSORBER NOTE: 1. PROVIDE MECHANICAL SHOCK ABSORBER ON W.M. FOR H & C WATER ROOFING ROOF ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQ'D. 3/4" T &P RELIEF LINE TO OUTSIDE OF BLDG. TERMINATE B.O.P. 6" A.F.G. —FLOOR CLEANOUT —AIR CHAMBER "P" TRAP HI —WALL CLEANOUT JIL —VENT THRU ROOF SCALE: N.T.S. SCALE: N.T.S. WALL FLOOR C.O. TEE PROVIDE NICKEL BRONZE FLOOR PLATE TO BE COMPATIBLE W /TYPE FLOOR INSTALLED. EXTENSION TO SEWER LINE EXTENSION TYPICAL CLEANOUT DETAILS PLUMBING NOTES CHROME PLATED BRONZE WALL PLATE SOIL OR WASTE EXTENSION TO SOIL OR WASTE LINE 18 "X18 "X18 "CONCRETE TYPICAL CLEANOUT DETAILS 1 ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, STATE AND LOCAL ORDINANCES. 2 PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE. 3 OFFSET PIPING AS REQUIRED TO CLEAR BUILDING STRUCTURE, DUCTWORK, ETC. AS REQUIRED BY FIELD CONDITIONS. COORDINATE WITH ALL EXISTING AND NEW WORK. 4. PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 5 PLUMBING CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES. 6 PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL PLUMBING ALL FIXTURES. 7 EACH PLUMBING FIXTURE SHALL BE PROVIDED WITH AIR CHAMBERS AS PER F.B.C. 8. PROVIDE SHUT OFF VALVE FOR EACH FIXTURE. 9. WHEREVER DISSIMILAR METALS ARE TO BE JOINED, A DIELECTRIC FITTING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES. 10. PROVIDE PIPING AS FOLLOWS: DOMESTIC COLD /HOT WATER PIPING AND EWH P &T RELIEF DRAIN PIPE: COPPER TUBE TYPE L OR M ABOVEGROUND WITH SOLDER JOINTS, MIN.125 LB. WOG BRONZE VALVES. SANITARY WASTE AND VENT PIPING: BELL AND SPIGOT CAST IRON PIPING WITH COMPRESSION GASKETS UNDERGROUND. NO HUB CAST IRON PIPING, COPPER DWV OR PVC DRAINAGE ABOVEGROUND. 11. PROVIDE ANTI —SCALD VALVE ON ALL SHOWER & TUB & SHOWER VALVES 1421 NE 158 TERRACE NORTH MIAMI BCH, FL. 33162 ESDELLE ENGINEERING, INC. 1390 N.W. 200 STREET MIAMI, FLORIDA PHONE: 305 - 770 -2427 RONALD ESDELLE P.E. 43280 DESIGN: DG DATE: PH.: 305 - 761 -4411 FAX: 305- 354 -9611 TONY -04 -05 04 /0 6/ 05 DESIGNS BY LIFE A d REVISIONS ADDITION TO SINGLE FAMILY RESIDENCE 284 N.E 102 STREET MIAMI FL. 33138 OWNER: JANET & VLADIMIR VUKOVI TEL: 305— SHEET INDEX: - PLUMBING PLAN SHEET SCALE: 1/4" = 1' DRAWN BY: DG SHEET NO. A-09