HomeMy WebLinkAboutCover, Arch, WP, Ele, Plu [ds] 10.9.2020K. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL
w/ APPLICABLE SUPPLEMENTS
OCCUPANCY: R3
BUILDING TYPE: VB
SPRINKLED: NO
FLOOD ZONE: ’X’
TERMITE PROBABILITY: VERY HEAVY
LOT 013
ABBREVIATIONS
MAS
MAT
MAX
MC
MIN
M.O.
MTL
N.I.C.
(NTS)
OHGD
OPER
OPNG
OPT
OSB
OZ
1/R
1/S
PC
PNL
PLYWD
PREFAB
PR
PROJ
PSI
PSF
P.T.
QUAD
REF
REINF
REQ’D
RNG
R.O.
R
RND
MASONRY
ML
MATERIAL
MAXIMUM
MEDICINE CABINET
MINIMUM
MICRO LAM
MASONRY OPENING
METAL
NOT IN CONTRACT
NOT TO SCALE
OVERHEAD GARAGE DOOR
OPERATOR
OPENING
OPTIONAL
ORIENTED STRAND BOARD
OUNCE
ONE ROD
ONE SHELF
PRECAST
PANEL
PLYWOOD
PREFABRICATED
PAIR
PROJECTED
POUNDS PER SQUARE INCH
POUNDS PRE SQUARE FOOT
PRESSURE TREATED
QUADRUPLE
REFRIGERATOR
REINFORCED
REQUIRED
RANGE
ROUGH OPENING
RISER
ROUND
MECH MECHANICAL
MIR MIRROR
AB
A.F.F.
ADJ.
ALUM.
ANCH
@
BD.
BLDG.
BM.
BLKG
BRG.
BRK.
C.J.
CMU
COL.
CONC.
COND.
CONT.
CANT.
CLG.
CM
CR
D
d
DBL.
DIA.
DIR.
DN
DR
DW
DWG
D.S.
DTL
EA.
E.J.
ELEC.
CL
BF
ANCHOR BOLT
ABOVE FINISH FLOOR
ADJUSTABLE
ALUMINUM
ANCHOR
ANGLE
AT
BOARD
BI−FOLD
BUILDING
BEAM
BLOCKING
BEARING
BRICK
CONTROL JOINT
CENTER LINE
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONDITION
CONTINUOUS
CANTILEVER
CEILING
CROWN MOLDING
CHAIR RAIL
DRYER
PENNY
DOUBLE
DIAMETER
DIRECTION
DOWN
DOOR
DISH WASHER
DRAWING
DOWNSPOUT
DETAIL
EACH
EXPANSION JOINT
ELECTRICAL
B.O.BOTTOM OF
O.C.ON CENTER
PKT POCKET DOOR
OBS OBSCUREDB.P.BI−PASS DOOR
PDS PULL−DOWN STAIR
FD
FND.
FLR.
FP
FR
FRM
FTG
GA.
GALV.
GC
GEN
GYP.
GL
HGT.
HDR.
HB
INSUL.
INT.
LT
FLOOR DRAIN
FOUNDATION
FLOOR
FIREPLACE
FIRE RATED
FRAME
FOOTING
GAUGE
GALVANIZED
GENERAL CONTRACTOR
GENERAL
GYPSUM
GLUE LAM
HEIGHT
HEADER
HOSE BIBB
INSULATION
INTERIOR
LAUNDRY TUB
HC HOLLOW CORE
HORIZ.HORIZONTAL
FINISHED FLOORFIN.
LAVATORYLAV.
ELEV
EQ.
EQUIP.
EXP
EXT.
EE
ELEVATION
EQUAL
EQUIPMENT
EXPANSION
EXTERIOR
EACH END
FXD FIXED
GLS GLASS
H HIGH
R&S
SC
SCHEM
SHLF
SHT
SIM
S.S.
STL
STRUCT
SUSP
SGD
SQ
TB
T&G
TYP
T
TR
TRPL
U.N.O.
VERT
V.L.I.F.
W
W/
WD
WWM
WDW
ROD AND SHELF
SOLID CORE
SCHEMATIC
SHELF
SHEET
SIMILAR
STAINLESS STEEL
STEEL
STRUCTURAL
SUSPENSION
SLIDING GLASS DOOR
SQUARE
TOWEL BAR
TONGUE AND GROOVE
TYPICAL
TREAD
TOWEL ROD
TRIPLE
UNLESS NOTED OTHERWISE
VERTICAL
VERIFY LOCATION IN FIELD
WASHER
WITH
WOOD
WELD WIRE MESH
WINDOW
WC WATER CLOSET
SINGLE HUNGSH
SHOWERSHWR
TEMP TEMPERED
T.O.TOP OF
RELEASE HISTORY
TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION
2L TERMITICIDE/INSECTICIDE. UPON COMPLETION OF THE
APPLICATION OF THE TERMITE PROTECTIVE TREATMENT,
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. TREATMENT IS IN ACCORDANCE WITH RULES
AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT
OF AGRICULTURE AND CONSUMER SERVICES."
90 Matawan Road
Matawan, NJ 07747
(732) 383−2200
TM
FRONT & REAR ELEVATIONS
FIRST FLOOR PLAN
COVERSHEET & BUILDING DATA
A−2.1
A−1.1
CS.1
CS.2
A−2.2
ROOF PLAN
A−5.1 BUILDING SECTIONS
A−5.2 TYPICAL WALL SECTIONS
GENERAL NOTES
DRAWING INDEX
FIRST FLOOR ELECTRICAL PLANE−1.1
SLAB PENETRATION PLANP−1.1
SIDE ELEVATIONS
A−3.1
STRUCTURAL NOTESS−0.0
F−1.0
BLOCK PLAN
S−1.3 ROOF FRAMING PLAN
SD−1 FOUNDATION DETAILS
STRUCTURAL DETAILSSD−2
SLAB PLAN
F−2.0
STRUCTURAL DETAILSPBSB−1
WP−1 WATERPROOFING DETAILS
1917 SQ. FT.
380 SQ. FT.
"B"ELEVATION
1ST FLR/TOTAL A/C
ENTRY
GARAGE
TOTAL UR 2381 SQ. FT.
84 SQ. FT.
CS1COVER SHEET &BUILDING DATA16,614 CU. FT.TOTAL VOLUME
1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND
ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH (12.7 mm) GYPSUM
BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH
HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE
ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (15.9 mm) TYPE "X"
GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A
FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE
SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2
INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT.
1. SHALL BE 5/8" THICK
TEXTURED PER COMMUNITY STANDARDS.
2. SHALL BE 7/8"
THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT
BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH
EDITION (2017) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER
COMMUNITY
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF
INTERSECTIONS, DECK AND WALL INTERSECTIONS, AT GUTTERS,
AT ALL CHANGES IN ROOF SLOPE OR DIRECTION, AND AROUND
ROOF OPENINGS.
2. APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIED
SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER
INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE
BUILDING STRUCTURAL FRAMING COMPONENTS. SELF-ADHERED
MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711.
THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH. APPROVED CORROSION-RESISTANT FLASHINGS
SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS:
3. EXTERIOR WINDOW AND DOOR OPENINGS . FLASHING AT
EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE
SURFACE OF THE EXTERIOR WALL FINISH OR TO THE
WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE.
FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE
INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE
FOLLOWING:
·THE FENESTRATION MANUFACTURER’S INSTALLATION AND
FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT
ADDRESSED IN THE FENESTRATION MANUFACTURER’S
INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING
MANUFACTURER’S INSTRUCTIONS. WHERE FLASHING
INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING
SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND
DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED
IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF
THE EXTERIOR WALL FINISH OR TO THE WATER−RESISTIVE
BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN
FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION
AT THE HEAD AND SIDES.
·IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A
REGISTERED DESIGN PROFESSIONAL.
·IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200. FMA/WDMA
250, OR FMA/AAMA/WDMA 300
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE
WITH THE MANUFACTURERS WRITTEN INSTALLATION
INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
:
PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE
FLOOR ELEVATION.
:
1. WIND RESISTANCE OF ASPHALT SHINGLES. - ASPHALT
SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH
SECTION R905.2.6 AND R905.2.6.1.
:
1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED
THE CHIMNEY MUST EXTEND 3'-0" PAST THE HIGHER POINT WHERE
IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN
THE ROOF OR RIDGE THAT IS 10'-0" AWAY OR CLOSER.
:
1. CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BOARD (NO
GREEN BOARD ALLOWED) IN COMPLIANCE WITH ASTM C1288,
C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH
MANUFACTURER RECOMMENDATIONS SHALL BE USED AS
BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS, AND WALL
PANELS IN SHOWER AREAS.
:
1. ENERGY CALCULATIONS FOR HEATING AND COOLING
CAPACITIES SHALL BE FURNISHED BY THE GENERAL
CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE
TIME OF APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR
INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT
REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES,
OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE
APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR
REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762
mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN
FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR
CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL
BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR
OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO
THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL
SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE
THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING
APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN
PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL
OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN
ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS
M1411.3.
:
1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY
MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE
OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC,
SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL
NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER
DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE
OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS
SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER
AREAS INSIDE THE BUILDING.
3. DUCT LENGTH : THE MAXIMUM LENGTH OF A CLOTHES: DRYER
EXHAUST DUCT SHALL NOT EXCEED 35 FEET . THE DRYER LOCATION
TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF
THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm) FOR EACH 45
DEGREE (0.79 RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90 DEGREE
(1.6 RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT
DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A
CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND
LABELED FOR THE APPLICATION, THE MAXIMUM LENGTH OF THE
EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN
MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A
CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY
ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED, A
PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO
WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL
BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED
WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE LOUVER DEVICES AT INTAKE AND
EXHAUST LOCATIONS IN ACCORDANCE WITH
AMCA STANDARD 550 IN FBC.
: ISSUANCE OF
PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF
RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS,
AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF
ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE
BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF
ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR
CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT
ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED
SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS
ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN
THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD
RESPONSIBLE.
:
A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF
THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S
USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A
STRING STRETCHED FROM MARKER TO MARKER TO VERIFY
REQUIRED SETBACKS.
ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH INS
MUST BE COMPLETE, INSPECTED, AND APPROVED BEFORE
REQUESTING THE FRAMING INSPECTION (FBC 110.6)
:
MINIMUM SIZE.
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A
MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET.
EXCEPTION:
1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET
CLEAR OPENING OF 5 SQ FT.
MAXIMUM HEIGHT FROM FLOOR :
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE
BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES
MEASURED FROM THE FLOOR.
2. OPERATIONAL CONSTRAINTS :
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE
OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES
ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND
RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING
SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL
BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE
USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS
REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE
OPENING.
3. FALL PROTECTION :
WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE
WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM) ABOVE
THE FINISHED GRADE OR OTHER SURFACE BELOW, THE LOWEST
PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A
HEIGHT NOT LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED
FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS
LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24
INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH
WHICH A 4-INCH (102 MM) DIAMETER SPHERE CANNOT PASS.
EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW
GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090.
:
PER SECTION R302.5, R302.6, OPENING PROTECTION
1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM
USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.
OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE
EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS
THAN 1 3/8", 20 MINUTE RATED, WITH SELF CLOSER.
2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND
ITS ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED
TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS
ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR
EQUIVALENT.
:
THE MAXIMUM RISER HEIGHT SHALL BE 7.75" AND THE MINIMUM
TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE
MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF
THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A
RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM
WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10", AND THE
MINIMUM WINDER TREAD DEPTH SHALL BE 6". NOSING SHALL
NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING
SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS 11".
:
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS.
:
HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS, OR
FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM, NOT LESS
THAN 34" AND NOT MORE THAN 38".
HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN
OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN
2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE
HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER
DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A
MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL
HAVE A MINIMUM RADIUS OF 0.01".
HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS,
WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER
OBSTRUCTIONS.
EXCEPTIONS:
1.HANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO
BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP
LANDING.
2. WITHIN A DWELLING UNIT, THE USE OF A VOLUTE, TURNOUT
OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD.
3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE
BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE
CONSIDERED OBSTRUCTIONS TO GRASPABILITY, PROVIDED
THAT THE FOLLOWING CONDITIONS ARE MET:
3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE
HANDRAIL WITHIN 1½" OF THE BOTTOM OF THE HANDRAIL
AND PROVIDED THAT, FOR EACH 1/2" OF ADDITIONAL
HANDRAIL PERIMETER DIMENSION ABOVE 4", THE VERTICAL
CLEARANCE DIMENSION OF 1½" CAN BE REDUCED BY 1/8".
3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .01".
3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE
HANDRAIL LENGTH.
:
CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER
SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL
OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE
OF ANY SHARP OR ABRASIVE ELEMENTS.
:
SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES,
PLATFORMS, STAIRWAYS, RAMPS AND LANDINGS THAT ARE
LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR
OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO
THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE
CONSIDERED AS A GUARD.
:
REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE
WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH
ALLOW THE PASSAGE OF A 4" SPHERE.
:
PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT
SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE
WALKING SURFACE IS LOCATED MORE THAN 30" ABOVE THE
FLOOR OR GRADE BELOW.
:
FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL
AND HORIZONTAL CONCEALED DRAFT OPENINGS.
:
1. GLAZING IN DOORS : GLAZING IN ALL FIXED AND OPERABLE PANELS
OF SWINGING, SLIDING, AND BIFOLD DOORS SHALL BE CONSIDERED A
HAZARDOUS LOCATION.
EXCEPTIONS:
1. DECORATIVE GLAZING
2. WHEN THERE IS AN INTERVENING WALL OR OTHER
PERMANENT BARRIER BETWEEN THE DOOR AND THE
GLAZING.
3. GLAZING IN WALLS ON THE LATCH SIDE OF AND
PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED
POSITION.
4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR
STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS
APPLICATION SHALL COMPLY WITH SECTION R308.4.3.
5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO
DOORS.
2. GLAZING IN WINDOWS :
GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS
ALL OF THE FOLLOWING CONDITIONS:
1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9
SQUARE FEET.
2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914
MM) HORIZONTALLY OF THE GLAZING.
3. GLAZING AND WET SURFACES :
GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING
SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE
GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY
WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS
SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING.
EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED
HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER’S EDGE OF A
BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE
EDGE OF A SHOWER, SAUNA, OR STEAM ROOM.
4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING :
GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY
WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN 60"
HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A
HAZARDOUS LOCATION.
:
IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE
SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A
FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED
SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT
EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE
THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.
WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE
ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING
SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE
FOLLOWING CIRCUMSTANCES:
1. CEILING IS SUSPENDED.
2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN-WEB
PERFORATED MEMBERS.
1. MATERIALS :
DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2"
GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER
APPROVED MATERIALS ADEQUATELY SUPPORTED.
DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE
FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY
THE BUILDING OFFICIAL.
:
A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH
JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE
PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE
COURSE OR THE PREPARED SUBGRADE WHERE NO BASE
COURSE EXISTS.
EXCEPTIONS
1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED
ACCESSORY STRUCTURES.
2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF
LESS THAN 70 SQUARE FEET (6.5 M 2) AND CARPORTS.
3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT
LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE.
4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON
LOCAL SITE CONDITIONS.
GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE
MATERIAL.
THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER
VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS
TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY.
FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND
CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1
THROUGH R302.9.4.
FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL
BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5.
CS2GENERAL NOTESK. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______
FIRST FLOOR PLAN
SCALE: 1/4"=1’−0"
*
A
BRK
A1.1FIRST FLOOR PLANK. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______2’−11"1’−2" MAX.
2x6 STUD WALL
SEE PLANS FOR
WALL LAYOUT
SUBFLOOR
BASE CABINET AS
PER SHOP DWG.
FINISH FLOOR
TOP PLATE
1/2" GYP.
BD.
WD.BASE
MOLDING
FINISH
FLOOR
SOLID SURFACE COUNTERTOP.
INSTALLER TO PROVIDE
APPROPRIATE COUNTERTOP
SUPPORT IF REQUIRED
2x WOOD/STEEL FRAMED
PARTITION
INTERIOR PARTITION w/
INSULATION
CMU WALL
CMU WALL w/ FURRING &
INSULATION
NOTE: INTERIOR WALLS ARE DRAWN
TO ROUGH DIMENSIONS
DOORS LOCATED ADJACENT TO WALL
INTERSECTIONS ARE TO BE PLACED 3"
MEASURED FROM INTERSECTION TO
DOOR JAMB UNLESS DIMENSIONED OR
NOTED OTHERWISE.
DOORS LOCATED WITHIN A
LENGTH OF WALL ARE TO BE
CENTERED UNLESS
DIMENSIONED OR NOTED OTHERWISE.
A
B
NOTE: TYP. WINDOW HEAD HGT.
AT 7’−4" U.N.O.
WINDOW HEAD & SILL DETAILS
SCALE: 3/4"=1’−0"
2
GARAGE HEAD
TRIM DETAIL
SCALE: 3/4"=1’−0"
1
REAR ELEVATION
SCALE: 1/4"=1’−0"
FRONT ELEVATION
SCALE: 1/4"=1’−0"
NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN
AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL
OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD &
SILL THE TRIM COLOR.
PAINT COLOR SCHEME
BODY COLOR
TRIM COLOR SAND FINISH
MEDIUM TEXTURE /
SKIP TROWEL FINISH
SURFACE TEXTURE / FINISH KEY
STUCCO AND PORTLAND CEMENT PLASTER SHALL
BE INSTALLED PER THE CURRENT ASTM C926 & C1063
REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE
CONTROL JOINTS IN 3−COAT STUCCO SHALL BE USED TO
DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR
AT A MAXIMUM DISTANCE OF 18’ BETWEEN JOINTS
PER ASTM C1063 (CURRENT EDITION)
WEEP SCREED SHALL BE INSTALLED AT
STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY
AS REQUIRED BY ASTM C1063 (CURRENT EDITION)
STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED
OVER METAL OR WIRE LATH AND SHALL NOT BE
LESS THAN 2 COATS WHEN APPLIED OVER MASONRY
A2.1FRONT & REAR ELEVATIONSK. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______
LEFT ELEVATION
SCALE: 1/4"=1’−0"
NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN
AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL
OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD &
SILL THE TRIM COLOR.
PAINT COLOR SCHEME
BODY COLOR
TRIM COLOR SAND FINISH
MEDIUM TEXTURE /
SKIP TROWEL FINISH
SURFACE TEXTURE / FINISH KEY
STUCCO AND PORTLAND CEMENT PLASTER SHALL
BE INSTALLED PER THE CURRENT ASTM C926 & C1063
REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE
CONTROL JOINTS IN 3−COAT STUCCO SHALL BE USED TO
DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR
AT A MAXIMUM DISTANCE OF 18’ BETWEEN JOINTS
PER ASTM C1063 (CURRENT EDITION)
WEEP SCREED SHALL BE INSTALLED AT
STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY
AS REQUIRED BY ASTM C1063 (CURRENT EDITION)
STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED
OVER METAL OR WIRE LATH AND SHALL NOT BE
LESS THAN 2 COATS WHEN APPLIED OVER MASONRY
RIGHT ELEVATION
SCALE: 1/4"=1’−0"
A2.2SIDE ELEVATIONSK. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______
5:12
5:125:121’−0"1’−0"1’−0"1’−0"1’−0"1’−0"1’−0"1’−0"5:125:125:12
5:122’−0"4’−0"ROOF VENTS TYP.
R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL
NOT BE LESS THAN 1/150 OF THE VENTED SPACE.
EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA
SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT
LESS THAN 40 PERCENT AND NOT MORE THAN 50
PERCENT OF THE REQUIRED VENTILATING AREA IS
PROVIDED BY VENTILATORS LOCATED IN THE UPPER
PORTION OF THE ATTIC OR RAFTER SPACE. UPPER
VENTILATORS SHALL BE LOCATED NOT MORE THAN 3
FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF
THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE
OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR
CORNICE VENTS. WHERE THE LOCATION OF WALL OR
ROOF FRAMING MEMBERS CONFLICTS WITH THE
INSTALLATION OF UPPER VENTILATORS, INSTALLATION
MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR
HIGHEST POINT OF THE SPACE SHALL BE PERMITTED.
ATTIC VENTILATION − AT FIRST FLOOR
SQ. FT. ATTIC
AREA
NET FREE AREA
SOFFIT VENTING
NET FREE AREA
UPPER ROOF VENTING
VENTS REQUIRED
48" TAMCO OFF−RIDGE VENT (138 SI NET FREE) −
NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR
VALLEYS, MIN., TYP.
TOTAL VENTING REQUIRED
ROOF PLAN
SCALE: 1/4"=1’−0"
UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN
ACCORDANCE WITH SECTION R905, TABLE R905.1.1
FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2
FOR TILE ROOFING REFERENCE TO SECTION R905.3
A3.1ROOF PLANK. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______1/2/20REVISE ROOF VENTING
FIN. FLR.8’−8"T.O. M.
T.O. WDW
7’−4"12
5
PRE−ENGINEERED ROOF TRUSSES
SEE FRAMING SHEET FOR DETL’S
R−30 INSULATION
12
5
ROOF SHINGLES PER COMMUNITY
SPECS. (TYP.)
A-5.1
2
A-5.1
2
CONCRETE FOOTING
SEE STRUCTURAL PLANS
R−4.1
INSULATION
R−4.1
INSULATION
CONCRETE FOOTING
SEE STRUCTURAL PLANS
FIN. FLR.8’−8"T.O. M.
T.O. WDW
7’−4"A-5.1
1
A-5.1
1
12
5
PRE−ENGINEERED ROOF TRUSSES
SEE FRAMING SHEET FOR DETL’S
ROOF SHINGLES PER COMMUNITY
SPECS. (TYP.)
12
5
R−4.1
INSULATION
R−30 INSULATION
R−11
INSULATION
K. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______A5.1BUILDING SECTIONSBUILDING SECTION
SCALE: 1/4"=1’−0"
BUILDING SECTION
SCALE: 1/4"=1’−0"1/2/20ADD INSULATION VALUES4/15/20PLAN UPDATES
SEE
ROOF PLAN
PROVIDE 2X4
FRAMED
ENCLOSURE FOR
ELECTRICAL
PANEL, FINISH W/
1
2" GYPSUM
BOARD
ELECTRICAL
PANEL
CONCRETE
CURB REFER
TO PLANS
ELECTRICAL
PANEL
CONCRETE
CURB REFER
TO PLANS
GYPSUM
BOARD
GYPSUM
BOARD
GARAGE
ELECTRICAL
PANEL IS TO BE
INSTALLED ACCORDING
TO ALL APPLICABLE
LOCAL, STATE AND
NATIONAL CODES.
VERIFY PANEL
DIMENSIONS PRIOR TO
CONSTRUCTION.
CONCRETE
SLAB ON
GRADE AT
GARAGE
FLOOR
ATTIC OR SECOND
FLOOR LIVING SPACE
REFER TO PLANS
1
2" GYPSUM
BOARD
NICHE FOR
ELECTRICAL
PANEL &
WIRING
2’−4"6’−2"2’−4"3’−2"6’−2"8"PER PLAN3"1’−0"3"
1’−6"
3 1/2"
EXTERIOR
CMU BLOCK
WALL
EXTERIOR
CMU BLOCK
WALL
STUCCO
FINISH
ELECTRIC METER
LOCATION − SEE
PLANS. VERIFY
INSTALLATION IN
FIELD 3’−2"8"PER PLANT.O. M
GRADE
ATTIC OR
SECOND FLOOR
LIVING SPACE
REFER TO PLANS 3/4"4"K. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______A5.2TYPICAL WALL SECTIONS1/2/20ADD GABLE DETAIL
FOLD
FOLD @ 45°
FOLD @ 77°
WATERTIGHT SEAL.
FOLD.
BOTTOM FLANGE
7
8" THICK, 3 COAT
CEMENT PLASTER
WRAP LAYERS OF BUILDING
WRAP OVER NAILING FLANGE, STOP
WRB 1−1/2" ABOVE SHINGLES
5X5 WALL FLASHING
KICK−OUT FLASHING (SEE DTL. BELOW)
SHINGLE ROOFING
FELT UNDERLAYMENT
FASCIA WRAP
DRIP EDGE: OVERLAP 3", EXTEND
BELOW SHEATHING, MECH. FASTEN
4" O.C. MAX.
60 MIN. GRADE D PAPER BACKED LATH
BARRICADE PLUS WRB (OR APPROVED EQUAL)6"6"6"EXTERIOR CMU WALL
1) PROTECTO WRAP LWM200 OR
SIMILAR ON WINDOW SILL, JAMBS
AND HEAD. APPLY AROUND
CORNER AND EXTEND 6" ALL
AROUND THE EDGES OF THE WALL
2) SET P.T. WOOD BUCK
OVER CMU
WATERPROOFING IN
URETHANE SEALANT.
FASTEN PER PRODUCT
APPROVALS.
3) APPLY LIQUID
WATERPROOFING
MEMBRANE OVER THE TOP
AND EXTERIOR FACE OF
BUCK AND SILL
4) INSTALL WINDOW
OR DOOR. FASTEN PER
PRODUCT APPROVALS
AND SEAL WINDOW OR
DOOR FRAME TO P.T.
WOOD BUCK AND
MASONRY
CMU OPENING WATERPROOFING
SCALE: N.T.S.
SEAL EDGE OF P.T. WOOD
BUCK TO MASONRY
PRECAST SILL
WOOD SHEATHING
60 MIN. GRADE D PAPER BACKED LATH
OVER BARRICADE PLUS WRB (OR
APPROVED EQUAL)
7
8" THICK, 3 COAT CEMENT PLASTER
METAL LATH
LAP WRB & TAPE OVER
5X5 "L" TYPE CONTINUOUS GALV.
METAL FLASHING (NAIL TO ROOF DECK,
NOT WALL SHEATHING)
CAP SHINGLE − DO NOT NAIL, INSTALL
WITH ROOF CEMENT
SHINGLE ROOFING
ROOF CEMENT
ICE AND WATER SHIELD
15" VERTICAL AND 15" DOWN ROOF
K. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______WP1WATERPROOFING DETAILS4/15/20PLAN UPDATES
3#10 , 1#6G 1 12" C
150 A MLO PANEL
42 CIRCUITS N1
150 A METER
COMBO 120/240V
1ph. N3R 22K AIC
150A/2P
30A/2P
A.C. COMPRESSOR
3#10, 3/4" C
#4 GROUND WIRE
BLDG STEEL
2 GROUND ROD
5 8"x8’ GALV.
2" PVC STUB
DOWN FOR
FLORIDA
POWER &
LIGHT
WP/GFI
LELIA
LOAD CALCULATIONS
PANEL "A"
DESCRIPTION LOAD KVA
GENERAL LTG. 3Wx1917 S.F. 5751
SMALL APPLIANCE
SMALL APPLIANCE
REFRIGERATOR
DISHWASHER
DISPOSAL
MICROWAVE
RANGE
WATER HEATER
DRYER
WASHER
LAUNDRY
EXTERIOR GFI
IRRIGATION
GDO
TOTAL KVA
AHU #1 HEAT
FIRST 10KW
BALANCE @ 40%
AC LOAD
TOTAL LOAD
KVA/240V
1500
1500
1200
2400
850
1200
8000
4500
5000
1500
1500
1500
800
900
38101
10000 KWx.65 6500
10000
11240
6500
27740
116 AMPS
WIRE POLE TRIP DESCRIPTION CKT WIREPOLETRIPDESCRIPTIONCKT
1
5
3
7
9
11
13
15
17
19
21
23
25
27
29
31
35
33
37
39
2
6
4
8
10
12
16
14
18
20
22
26
24
28
30
32
36
34
38
40
#10
#6
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#12
#6
#10
#10
#12
#14
#14
#14
#14
#14
#14
2P
2P
1P
1P
1P
1P
1P
1P
1P
1P
1P
1P
1P
30A
60A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
20A
2P50A
2P
2P
25A
30A
20A 1P
1P
1P
1P
1P
1P
1P
15A
15A
15A
15A
15A
15A
SPACE SPACE
SPACE SPACE
SPACE SPACE
SPACE SPACE
SPACE SPACE
SPACE
SPACE
AIR COMPRESSOR
AIR HANDLER
DISHWASHER (AF/GFI)
DISPOSAL (AF/GFI)
WASHER (AF/GFI)
REFRIGERATOR (AF)
SMALL APPLIANCE (AF/GFI)
SMALL APPLIANCE (AF/GFI)
BATH (GFI)
GARAGE DR. OPENER (GFI)
GARAGE (GFCI)
SPRINKLER SOLENOID
EXTERIOR (GFI)
RANGE
WATER HEATER
DRYER
MICROWAVE (AF)
GENERAL LTG. (AF)
GENERAL LTG. (AF)
GENERAL LTG. (AF)
GENERAL LTG. (AF)
GENERAL LTG. (AF)
GENERAL LTG. (AF)10’−0"P.C.
ATTIC LIGHT
2’−0"ELECTRICAL
PANEL ON
2X4 WALL M
P.B. FOR
CHIMES
WET BAR
A/C
DISCONNECT
33ADD
BLOCKING
AS
REQUIRED
SD
ADD BLOCKING
AS REQUIRED
SD
ADD BLOCKING
AS REQUIRED
33DISCONNECT
3 33−BULB
FIXTURE
3
ADD BLOCKING
AS REQUIRED
VP
3−BULB
FIXTURE
ADD BLOCKING
AS REQUIRED
RANGE333SD3 ADD BLOCKING
AS REQUIRED
3
PREWIRE FOR
GARAGE DOOR
OPENER
3
ADD
BLOCKING
AS REQUIRED D/WUNDER−SINK
SWITCH FOR
DISPOSAL
CL
IRRIGATION TIMER
LOCATION VARIES PER
MAIN WATER SERVICE
CONNECTION
33
FIELD
VERIFY
METER
CAT 5
CAT 5
STRUCTURED
WIRE PANEL
(SWP) VERIFY
LOCATION IN
FIELD
W/D SPACE
VP
SD
CAT 5
LOCATE MICRO.
OUTLET IN
UPPER CABS.
WH
DISCONNECT
3
3’−0"60" A.F.F. WITH
STRUCTURAL
BACKING FOR TV
D
W
4’−0"5’−10"
ADD BLOCKING
AS REQUIRED
FIRST FLOOR ELECTRICAL PLAN
SCALE: 1/4"=1’−0"E1.1FIRST FLOORELECTRICAL PLANK. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______LOAD CALCULATIONS
SCALE: N.T.S.
PANEL SCHEDULE
SCALE: N.T.S.
ELECT. RISER DIAGRAM
SCALE: N.T.S.
WET BAR 17’−4"19’−10"21’−11"18’−812"16’−212"20’−412"2’−33
4"
10’−10"6’−3"8’−912"11’−8"8’−1112"11’−9"11’−11 1
2"3’−712"15’−91
2"
11’−10 1
2"RANGE7’−21
2"13’−10"6’−01
2"
9’−51
2"6’−3"W/D SPACE
HB.LOCATION VARIES
PER MAIN WATER
SERVICE
CONNECTION
7’−61
2"
12’−9"
D
W
CONDENSATE
LINE (V.I.F.)K. HOVNANIAN HOMES EXPRESSLY RESERVES ITS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS & DRAWINGS. THESE PLANS & DRAWINGS ARE NOT TO BE REPRODUCED IN ANY FORM OR MANNER WITHOUT WRITTEN CONSENT.ARCHITECT:DAWN BOGGIO KORBELAKSIGNATURE:______________________DATE:______SLAB PENETRATION PLAN
SCALE: 1/4"=1’−0"
P1.1SLAB PENETRATION PLANPLUMBING RISER DIAGRAM
SCALE: N.T.S.