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LOCATION SKETCH
Scale 1"= NT.S.
WASTE
COLD WATER
HOT WATER
WATER CLOSE
V
W
Bkxk 2
--
LAVATORY
1-112"
112m
Back 3
�3"'
2"
1/2"
112"
SINK
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112w
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TOTAL RfW
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LOT -6
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SITE PLAN
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11.3'X 13'
COLUMN
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RIP 3/4-
GENERAL NOTES
1. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS.
IN EVENT OF CONFLICT NOTIFY ARCHITECT BEFORE PROCEEDING.
2. CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES SO THAT PROPER
OPENINGS AND CHASES SHALL BE PROVIDED.
3. ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING FILL.
FOUNDATION SHALL BEAR ON CLEAN FILL COMPACTED IN LAYERS OF NOT MORE THAN 12"
DEPTH AND TO 95% DENSITY AS PER A.S.T.M. PROCTOR TEST OR MODIFIED PROCTOR TEST.
CONTRACTOR SHALL SUBMIT TEST RESULTS.
4. SOIL STATEMENT:
BASED ON VISUAL INSPECTION OF THE SOIL CONSISTS OF UNDISTURBED SAND & ROCK WITH
MAXIMUM CAPACITY OF 2000 PSF. THE ARCHITECT OR ENGINEER SHALL SUBMIT TO THE CITY
INSPECTOR A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED
AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS
BASED.
5. CONCRETE SHALL HAVE A SLUMP OF 5" MAX. AND A MIN. COMPRESSIVE STRENGTH IN 28 DAYS
AS FOLLOWS:'
FOUNDATIONS AND SLABS ON GRADE 3000 PSI
COLUMNS AND BEAMS 3000 PSI
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
FOUNDATIONS 3 INCHES
COLUMNS 1 -112 INCHES
SLABS ON FILL W.W.F. AT CENTER OF SLAB
6. GROUT STRENGTH 3000 PSI WITH 9" MAX. SLUMP.
7. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. A615
SPECIFICATIONS FOR NEW DEFORMED BILLET STEEL AND TO GRADE 60 SPEC. WITH A MIN.
YIELD STRENGTH OF 60,000 PSI. IT SHALL BE DETAILED, FABRICATED AND PLACED AS
RECOMMENDED BY A.C.I.
8. WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO A- S.T.M. A -185, DOUBLE W.W.F. 36" ON
EACH SIDE OF BEARING WALLS AND 30" AROUND PERIMETER OF MONOLITHIC FOOTINGS.
9. CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO A.S.T.M. C270,
TYPE "M" MORTAR.
10. ALL STRUCTURAL LUMBER SHALL BE #2 SOUTHERN PINE OR BETTER.
11. ALL ROOF JOISTS, TRUSSES, OUTLOOKERS, BEAMS AND GIRDERS SHALL BE SECURED WITH
APPROVED METAL TIES, CLIPS AND ANCHORS TO TIE BEAMS OR BEARING PARTITIONS.
PROVIDE PRODUCT CONTROL NOTICE OF ACCEPTANCE.
12. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED.
13. N.F.P.A. COMPLIANCE - EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN CAN
OPEN THE DOOR FROM INSIDE THE CLOSET. EVERY BATHROOM DOOR SHALL BE DESIGNED
TO ALLOW OPENING FROM THE OUTSIDE DURING AN EMERGENCY WHEN LOCKED. NO DOOR IN
THE PATH OF TRAVEL OF A MEANS OF ESCAPE SHALL BE LESS THAN 28 INCHES.
24x30 CLEARPRWO
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NOTE:
THIS AREA SHALL COMPLY W/2008 N.E.C.
1) ALL RECEPTACLES OTHER THAN GFI
RECEPTACLES SHALL HAVE ARC FAULT
PROTECTION
2) ALL RECEPTACLES SHALL BE TAMPER
1/4W RESISTANT
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EAST ELEVATION . '/4"
WEST ELEVATION '/4"
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ELECTRICAL PLAN '/4" PLUMBING PLAN
1- E=- (f=- a�E--> OF "a"r- iF==�O1 -"a
® SMOKE DETECTOR
od EXTERIOR WALL MOUNT LIGHT
4D DUPLEX -cuTLET RECEPTACLE - GROUNDNG TYPE
128 V, 1S- A50VE FNI814 FLOOR
GFl DUPLEX OUTLET RECEPTACLE - GR0I,NDNG TYPE
125 V, 18' ADOYE FINISH FLOOR GRO= FAULT INSULATED.
CEILNG L*WWs OUTLET
$-- T.Y. CABLE
zS TEELE:PHONE JACK
SWI -E POLE SWITCH
120 V, 44- ABOVE FINIt"4 FLOVR2 - -- --
FAN/LIGHt
NORTH ELEVATION '/4" MAKE -UP LIGW . MIRROR
DISCO*ECT SWITCH
U CEILNG FAN 1/4 HP W/ LIGHT
p Jurvcriory cox ,
ELECTRIC METER ,
GARAGE DOOR OPENER
® FLOURESICENr LIGNr
Q' QUICK 0I8C044ECr 8W17104
J BOX tW FLEXABL-E CONVECTION TO EQUIPMENT
0 ELECTRICAL. PANEL
r�v r v_ OUTLEt (VERIFY LOCATION IW 004ER)
_.._� SPECIAL PURPOSE OUTLET
(� FLOOD LrW4r UL APPROVED FOR OUTDOOR
BATHROOM EXHAUST
SOUTH ELEVATION 1/4" DAMPER VENT HRU ROOF ABOVE ROOF SUR ACEDWITH CGOOSE NECK
EEN MESH WITH
ELECTRICAL NOTES
1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR
EXACT LOCATIONS OF ALL EQUIPMENT AND CONFIRM WITH OWNER
REPRESENTATIVE.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE N.E.C. AND SHALL COMPLY
WITH ALL LOCAL RULES AND ORDINANCES.
3. UNLESS OTHERWISE NOTED, MINIMUM WIRE SIZE SHALL BE NO. 12 AWG. AND ALL
CONDUCTORS SHALL BE COPPER WITH TW INSULATION FOR SIZES NO. 6 AND
SMALLER. CONDUCTORS LARGER THAN NO. 6 SHALL HAVE TYPE THW INSULATION
ALL CONDUCTORS NO. 10 AND SMALLER MAY BE SOLID. ALL THOSE NO. 8 AND
LARGER SHALL BE STRANDED. EQUIVALENT ALUMINUM CONDUCTORS CAN BE USED
IN SUBFEEDERS NO. 6 OR LARGER, IF APPROVED BY LOCAL REGULATIONS.
CONTRACTOR TO VERIFY.
4. ALL RACEWAYS AND PIPES PLACED IN OR THRU ANY CONCRETE SLAB SHALL BE
SPACED A MINIMUM OF 3 DIAMETERS OF THE LARGEST CONDUIT OR PIPE OF ANY
OTHER SERVICE.
5. ALL RACEWAYS UNDERGROUND AND /OR LARGER THAN 2 INCHES IN DIAMETER SHALL
BE GALVANIZED RIGID STEEL. PVC PIPE SCH. 40 WILL BE ACCEPTABLE, IF APPROVED
BY LOCAL REGULATIONS. CONTRACTOR TO VERIFY.
6. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS AND CAST ALLOY WITH
THREADED HUBS IN WET OR DAMP LOCATIONS.
7. DISCONNECT SWITCHES SHALL BE QUICK MAKE, QUICK BREAK, IN NEMA 1 OR 3R
ENCLOSURE, AS REQUIRED BY EXPOSURE.
8. ALL MATERIAL SHALL BE NEW AND SHALL BEAR UNDERWRITERS AND UNION LABELS
WHERE APPLICABLE.
TERMINATION AND WITH CORROSION RESISTANT SCR
'/2" MAXIMUM MESH OPENING.
9. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A
WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND
ACCEPTANCE BY ENG. /ARCH. MUST BE A CONDITION OF THE CONTRACT.
ELECTRICIAN SHALL INDICATE ON ELECTRICAL PANEL BOARD AREAS SERVED BY
EACH C.B.
10. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE
WITH PROGRESS OF CONSTRUCTION.
11. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE OF
DEFECT FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE DATE OF
ACCEPTANCE.
ELECTRICAL FLOOD CRITERIA
1. ELECTRICAL OUTLETS (RECEPTACLES AND LIGHTING) BELOW BASE FLOOD
ELEVATION SHALL-BE INSTALLED AT THE HIGHEST PERMITTED ELEVATION AND
-SHALL BE INSTALLED WITH SEPARATE INDEPENDENT CIRCUITS FROM THOSE IN THE
HABITABLE AREAS.
2. NO APPLIANCE OR APPLIANCE OUTLETS SHALL' BE INSTALLED BELOW BASE FLOOD
ELEVATION
3. A/C COMPRESSORS SHALL BE INSTALLED ABOVE BASE FLOOD ELEVATION
4. MAIN CIRCUIT BREAKER PANELS SHALL BE LOCATED ABOVE BASE FLOOD ELEVATION
5. COORDINATE WITH FLORIDA POWER & LIGHT COMPANY TO LOCATE THE ELECTRICAL
METER TO COMPLY WITH FEDERAL EMERGENCY MANAGEMENT AGENCY
REQUIREMENTS
PLUMBING.,NOTES
1. VERIFY ALL SPACE CONDITIONS, DIMENSIONS AND PIPE SIZES AT
PROJECT SITE PRIOR TO FABRICATION AND INSTALLATION OF
MATERIALS AND EQUIPMENT.
2. COORDINATE WORK WITH OTHER TRADES.
3. PLUMBING CONTRACTOR SHALL PAY ALL FEES, INSPECTION AND
CONNECTION CHARGES REQUIRED.
4. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR APPROVAL OF ALL'
EQUIPMENT, MATERIALS AND LAYOUT PRIOR TO INSTALLATION.
5. PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK FREE OF
DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE
YEAR FROM DATE OF ACCEPTANCE.
6. PROVIDE SHUT OFF VALVE FOR EACH FIXTURE AND AIR CHAMBERS
WHERE SHOWN ON-DRAWINGS AND WHERE REQUIRED FOR PROPER
PERFORMANCE OF THE SYSTEM.
7. PROVIDE DIELECTRIC FITTINGS TO CONNECT PIPING OR EQUIPMENT
OF DISSIMILAR METALS.
8. HOSE BIBBS SHALL BE INSTALLED 2' -0" ABOVE FINISH GRADE AND
PROVIDED WITH LOCKSHIELD AND BACKFLOW PREVENTOR.
9. PROVIDE PIPING AS FOLLOWING:
HOT AND COLD WATER: COPPER TUBE TYPE "M" MIN.
INSTALLED WITH APPROVED
FITTINGS OR BENDS.
SANITARY WASTE AND VENT: PVC SCHEDULE 40
AIR CONDITIONING CONDENSATE: PVC SCHEDULE 40
10. INSULATE HOT WATER PIPING WITH PREMOLDED GLASS FIBER PIPE
INSULATION.
11. PROVIDE PLUMBING FIXTURES AS SELECTED BY OWNER.
12. PROVIDE ANTI SCALD VALVES @ TUB /SHOWER COMBO
13. SANITARY PITCH:
2" & LESS @ WIFT
3" @ 118 "IFT
4" @ 1/8"/FT
PLUMBING FIXTURES CONNECTION SCHEDULE
WASTE
COLD WATER
HOT WATER
WATER CLOSE
V
112"
--
LAVATORY
1-112"
112m
1w
SHOWER
2"
1/2"
112"
SINK
2"
112w
1 �"
THESE PLANS COMPLY WITH THE
FLORIDA RESIDENTIAL CODE 2010
AND FLORIDA EXISTING BUILDING
CODE 2010 ALTERATION LEVEL 2
JRRVIQIO.FISi BY
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Sheet
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