HomeMy WebLinkAboutAPPROVED WS 38 - Unlocked Plans 5.4.2021COMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTSOF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIALw/ APPLICABLE SUPPLEMENTSOCCUPANCY: R3BUILDING TYPE: VBSPRINKLED: NOFLOOD ZONE: 'X'TERMITE PROBABILITY: VERY HEAVYBUILDING DATALOTEDEN038ABBREVIATIONSMASMATMAXMCMINM.O.MTLN.I.C.(NTS)OHGDOPEROPNGOPTOSBOZ1/R1/SPCPNLPLYWDPREFABPRPROJPSIPSFP.T.QUADREFREINFREQ'DRNGR.O.RRNDMASONRYMLMATERIALMAXIMUMMEDICINE CABINETMINIMUMMICRO LAMMASONRY OPENINGMETALNOT IN CONTRACTNOT TO SCALEOVERHEAD GARAGE DOOROPERATOROPENINGOPTIONALORIENTED STRAND BOARDOUNCEONE RODONE SHELFPRECASTPANELPLYWOODPREFABRICATEDPAIRPROJECTEDPOUNDS PER SQUARE INCHPOUNDS PRE SQUARE FOOTPRESSURE TREATEDQUADRUPLEREFRIGERATORREINFORCEDREQUIREDRANGEROUGH OPENINGRISERROUNDMECHMECHANICALMIRMIRRORABA.F.F.ADJ.ALUM.ANCH@BD.BLDG.BM.BLKGBRG.BRK.C.J.CMUCOL.CONC.COND.CONT.CANT.CLG.CMCRDdDBL.DIA.DIR.DNDRDWDWGD.S.DTLEA.E.J.ELEC.CLBFANCHOR BOLTABOVE FINISH FLOORADJUSTABLEALUMINUMANCHORANGLEATBOARDBI-FOLDBUILDINGBEAMBLOCKINGBEARINGBRICKCONTROL JOINTCENTER LINECONCRETE MASONRY UNITCOLUMNCONCRETECONDITIONCONTINUOUSCANTILEVERCEILINGCROWN MOLDINGCHAIR RAIL DRYERPENNYDOUBLEDIAMETERDIRECTIONDOWNDOORDISH WASHERDRAWINGDOWNSPOUTDETAILEACHEXPANSION JOINTELECTRICALB.O.BOTTOM OFO.C.ON CENTERPKTPOCKET DOOROBSOBSCUREDB.P.BI-PASS DOORPDSPULL-DOWN STAIRFDFND.FLR.FPFRFRMFTGGA.GALV.GCGENGYP.GLHGT.HDR.HBINSUL.INT.LTFLOOR DRAINFOUNDATIONFLOORFIREPLACEFIRE RATEDFRAMEFOOTINGGAUGEGALVANIZEDGENERAL CONTRACTORGENERALGYPSUMGLUE LAMHEIGHTHEADERHOSE BIBBINSULATIONINTERIORLAUNDRY TUBHCHOLLOW COREHORIZ.HORIZONTALFINISHED FLOORFIN.LAVATORYLAV.ELEVEQ.EQUIP.EXPEXT.EEELEVATIONEQUALEQUIPMENTEXPANSIONEXTERIOREACH ENDFXDFIXEDGLSGLASSHHIGHR&SSCSCHEMSHLFSHTSIMS.S.STLSTRUCTSUSPSGDSQTBT>YPTTRTRPLU.N.O.VERTV.L.I.F.WW/WDWWMWDWROD AND SHELFSOLID CORESCHEMATICSHELFSHEETSIMILARSTAINLESS STEELSTEELSTRUCTURALSUSPENSIONSLIDING GLASS DOORSQUARETOWEL BARTONGUE AND GROOVETYPICALTREADTOWEL RODTRIPLEUNLESS NOTED OTHERWISEVERTICALVERIFY LOCATION IN FIELDWASHERWITHWOODWELD WIRE MESHWINDOWWCWATER CLOSETSINGLE HUNGSHSHOWERSHWRTEMPTEMPEREDT.O.TOP OF RELEASE HISTORY TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION2L TERMITICIDE/INSECTICIDE. UPON COMPLETION OF THEAPPLICATION OF THE TERMITE PROTECTIVE TREATMENT,A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THEBUILDING DEPARTMENT BY THE LICENSED PESTCONTROL COMPANY THAT CONTAINS THE FOLLOWINGSTATEMENT: "THE BUILDING HAS RECEIVED A COMPLETETREATMENT FOR THE PREVENTION OF SUBTERRANEANTERMITES. TREATMENT IS IN ACCORDANCE WITH RULESAND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENTOF AGRICULTURE AND CONSUMER SERVICES."TERMITE TREATMENT90 Matawan RoadMatawan, NJ 07747(732) 383-2200TM ELEVATION "B"5137 ARMINA PLACEFT. PIERCE, FL 34951FRONT & REAR ELEVATIONSFIRST FLOOR PLANCOVERSHEET & BUILDING DATAA2.1A1.1CS.1CS.2A2.2ROOF PLANA5.1 BUILDING SECTIONSA5.2 TYPICAL WALL SECTIONSGENERAL NOTESDRAWING INDEXFIRST FLOOR ELECTRICAL PLANE1.1SLAB PENETRATION PLANP1.1SIDE ELEVATIONSA3.1STRUCTURAL NOTESS-0.0F-1.0BLOCK PLANS-1.3 ROOF FRAMING PLANSD-1 FOUNDATION DETAILSSTRUCTURAL DETAILSSD-2SLAB PLANF-2.0STRUCTURAL DETAILSPBSB-1WP1WATERPROOFING DETAILSCS1COVER SHEET &
BUILDING DATAAREA CALCS:1,616 SF"B"ELEVATION1ST FLR/TOTAL A/CENTRYTOTAL URLANAI35 SF87 SF2,118 SFGARAGE380 SF14,005 CU. FT.TOTAL VOLUME4/20/2021 | 2:35:58 PM EDT
&9'..+0)Ä)#4#)'5'2#4#6+10 4&9'..+0)Ä)#4#)'12'0+0)#0&2'0'64#6+102416'%6+10OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROMTHE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3.412'0+0)2416'%6+10OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALLNOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPEDWITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID ORHONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE-RATEDDOORS.4&9'..+0)Ä)#4#)'(+4'5'2#4#6+10THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALLCOMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5.THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT AREPERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL.6#$.'4&9'..+0)Ä)#4#)'5'2#4#6+10FROM THE RESIDENCE AND ATTICSNOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDEFROM HABITABLE ROOMS ABOVE THE GARAGENOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENTSTRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THISSECTIONNOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT470&'4Ä56#+42416'%6+10ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM)GYPSUM BOARD.(.#/'524'#&+0&':#0&5/1-'Ä&'8'.12'&+0&': 4(.#/'524'#&+0&':#0&5/1-'Ä&'8'.12'&+0&':(149#..#0&%'+.+0)(+0+5*'5FLAME SPREAD AND SMOKE-DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE INACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4.4(.#/'524'#&+0&':#0&5/1-'Ä&'8'.12'&+0&':(14+057.#6+10FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITHSECTIONS R302.10.1 THROUGH R302.10.5.(+4'$.1%-+0) 4(+4'$.1%-+0)IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL ANDHORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE.(+4'$.1%-+0) SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS:1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES ANDPARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS:1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS.1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM).2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH ASOCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7.4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL,WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OFCOMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTME136 REQUIREMENTS.5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19.6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLINGUNIT SEPARATION.4(+4'$.1%-+0)/#6'4+#.5EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWINGMATERIALS.1. TWO-INCH (51 MM) NOMINAL LUMBER.2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS.3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS.4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM)PARTICLEBOARD.5. ONE-HALF-INCH (12.7 MM) GYPSUM BOARD.6. ONE-QUARTER-INCH (6.4 MM) CEMENT-BASED MILLBOARD.7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALSINSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE.8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, FORTHE SPECIFIC APPLICATION.4&4#(656122+0)IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THECONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THEAREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPINGSHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY ISENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALLBE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES:1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS.4/#6'4+#.5DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESSOTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BEMAINTAINED.*#<#4&175.1%#6+105 4).#<+0)+0&1145GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BECONSIDERED TO BE A HAZARDOUS LOCATION.':%'26+105 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS.2. DECORATIVE GLAZING4).#<+0)#&,#%'0661&1145GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TOBE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWINGCONDITIONS:1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THEDOOR IN A CLOSED POSITION.2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN ACLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN-SWINGING DOOR.':%'26+105 1. DECORATIVE GLAZING.2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOORAND THE GLAZING.3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS INDEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3.4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS.4).#<+0)+09+0&195GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONSSHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION:1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET,2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR,3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES,5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING.4).#<+0)#0&9'6574(#%'5GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS,SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERETHE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVEANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THISSHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING.':%'26+10 GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHTLINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROMTHE EDGE OF A SHOWER, SAUNA OR STEAM ROOM.4).#<+0)#&,#%'066156#+45#0&4#/25GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THEPLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRSAND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.4).#<+0)#&,#%'06616*'$1661/56#+4.#0&+0)GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESSTHAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREESFROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION.)#4#)'5 4(.114574(#%'GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TOFACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY.')4'55 4/+0+/7/12'0+0)#4'#EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NETCLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES.':%'26+10 GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOTLESS THAN 5 SQUARE FEET.49+0&195+..*'+)*6WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE ASILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR.412'4#6+10#.%10564#+065#0&12'0+0)%10641.&'8+%'5EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOMWITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICESCOMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIREDEMERGENCY ESCAPE AND RESCUE OPENING.49+0&195+..5+N DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESSTHAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVETHE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLEWINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING:1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERETO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION.2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THATCOMPLY WITH ASTM F2090.3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THATCOMPLY WITH SECTION R312.2.2.56#+49#;5:49+&6*STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THEPERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OFTHE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOTLESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES.4*'#&411/THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASUREDVERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OFTHE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY.456#+464'#&5#0&4+5'45STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OFTHIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS ORRUNNERS.44+5'45THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASUREDVERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHTWITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM).RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE ATAN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTEDPROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY,TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM)SPHERE.464'#&5THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BEMEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OFADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREADDEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5MM).4015+0)5NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE ATTHE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). ANOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALLBE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLESTNOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY.EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11INCHES (279 MM).4*#0&4#+.5HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORERISERS.4*'+)*6HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORETHAN 38 INCHES (965 MM).':%'26+105 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWESTTREAD.2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITIONBETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, ORUSED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BEPERMITTED TO EXCEED 38 INCHES (956 MM).4%106+07+6;HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM APOINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISEROF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS ORSAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS.':%'26+105 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN.2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWEDOVER THE LOWEST TREAD.4)4+2Ä5+<'REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENTGRASPABILITY.1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOTLESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOTCIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOTGREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM).2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE AGRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGINWITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THEPROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THEWIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OFTHE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES(32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01INCH (0.25 MM).)7#4&5:49*'4'4'37+4'&GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING SURFACES, INCLUDINGSTAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASUREDVERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLYTO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD.4*'+)*6REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES ORLANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVETHE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS.':%'26+105 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM)MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS.2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOPOF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM)AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS.412'0+0).+/+6#6+105REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIREDGUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER.':%'26+105 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD ANDBOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER.2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF ASPHERE 43/8 INCHES (111 MM) IN DIAMETER.%10%4'6'(.1145:48#2144'6#4&'4A 6-MIL (0.006 INCH; 152 ΜM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOTLESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASECOURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS.':%'26+10 THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: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 M2) ANDCARPORTS.3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED ATA LATER DATE.4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS.9#..%18'4+0):4$#%-'4$1#4&5MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS INSHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCEWITH THE MANUFACTURER’S RECOMMENDATIONS.6#$.'4$#%-'4$1#4&/#6'4+#.5GLASS MAT GYPSUM BACKING PANEL (ASTM C1178)FIBER-REINFORCED GYPSUM PANELS (ASTM C1278)NONASBESTOS FIBER-CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C)NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325)9+0&19+056#..#6+10WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTENINSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THEMANUFACTURER FOR EACH WINDOW.4(.#5*+0)APPROVED METAL FLASHING, VINYL FLASHING, SELF-ADHERED MEMBRANES AND MECHANICALLYATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE-FASHION OR IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID-APPLIEDMEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'SINSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTOTHE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS.SELF-ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIORFENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH ASEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPERJOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD ASAPPROPRIATE FOR THE TYPE OF SEALANT. FLUID-APPLIED MEMBRANES USED AS FLASHING IN EXTERIORWALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THEEXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS:1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGSSHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIERCOMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLEFLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGSSHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING:1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FORAPPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, INACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONSOR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOWAND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECTWATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FORSUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING ORPROTECTION AT THE HEAD AND SIDES.1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGNPROFESSIONAL.1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS.1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 ORFMA/AAMA/WDMA 400.2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME ORSTUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS.4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OFWOOD-FRAME CONSTRUCTION.6. AT WALL AND ROOF INTERSECTIONS.)'0'4#.%105647%6+10016'5411(#55'/$.+'5 4(.#5*+0)FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED ORTERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALLAND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND ATINTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE.4.1%#6+105FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE INROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METALSHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR INCOMPLIANCE WITH RAS 111.':%'26+10 FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS.4/'/$4#0'(.#5*+0)5ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'SPUBLISHED LITERATURE.470&'4.#;/'06(14#52*#.6/'6#./+0'4#.574(#%'&5.#6'#0&5.#6'Ä6;2'411(%18'4+0)5UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWINGMETHODS:4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BEINSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO ANDSTARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM);END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHEDTO A NAILABLE DECK WITH CORROSION-RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OFTHE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE ENDAND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C.5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS ANALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED.SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTMD4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALLMEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENTSHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTHOF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE.STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPINGSUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'SSINGLE-PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETICUNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION-RESISTANT FASTENERS WITH AMAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C.BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C.UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL ORPLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIREDWHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVEA THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER-DRIVEN METAL CAPS SHALL HAVE AMINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAILSHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESSTHAN 3/4 INCH INTO THE ROOF SHEATHING.49+0&4'5+56#0%'1(#52*#.65*+0).'5
+(#22.+%#$.' ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1.4%.#;#0&%10%4'6'6+.'THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'SINSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE ANDCLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCEWITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120.':*#7565;56'/5:/176&114&+5%*#4)'THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS INACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT ORCRAWL SPACE./&4;'4&7%6.'0)6*THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODSSPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3./52'%+(+'&.'0)6*THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THETRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUMLENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUMLENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT.//#07(#%674'45+05647%6+105THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYERMANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OFTHE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENTINSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYERMANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED./&4;'4':*#756&7%6219'48'06+.#614THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THEMANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR.)'0'4#.016'5 #66'06+10)'0'4#.%1064#%614$7+.&'4 ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEWAND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TOCOMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, ORADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTFOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANYREVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINALPLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADETO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELDRESPONSIBLE.+052'%6+10016'5 WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRSTOBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALLMAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTIONTHAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREINTHE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTEDAND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL.(170+10+052'%6+10016'5 A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THEBUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHEDFROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS.':6'4+14(+0+5*'5 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITYSTANDARDS.2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2)LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020)RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY(.11&<10'4'37+4'/'065 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION./'%*#0+%#.#0&*8#% 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THEGENERAL 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, ANDREPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHERPIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, ORREPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDESHALL 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 DWELLINGFROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHERAPPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE.4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'SINSTALLATION INSTRUCTIONS.5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH ANAUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OFSTOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCEWITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3.CS2GENERAL NOTESCOMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______
1 1/2/20 ADD NOTES4/20/2021 | 2:35:58 PM EDT
MICRO10'-8"30'-11"
2'-4"10'-2"7'-212"14'-112"
6'-2"7'-4"5'-512"10'-912"2'-4"10'-912"10'-9"5'-11"4'-4"18'-8"5'-412"5'-4"58'-8"64'-0"
12'-9"12'-6"11'-2"10'-0"5'-9"4'-912"
6'-0"14'-3"
10'-1112"17'-6"55'-4"
8'-0"KITCHENOWNER'SSUITEP8'-412"2'-1012"3'-6"CLCLCLDININGAREAGREATROOMBEDROOM 2BEDROOM 4BEDROOM 3HALLBATHFOYERENTRY35'-0"3'-6"9'-112"14'-1"HOVHALL2 CAR GARAGE206828682868286828682868286828686068 SGD TEMP 35 SH*25 SH37"x63" EGRESS16070 GARAGE DOOR5'-1012"4'-312"20688'-8"
3'-1112"1'-812"28682868BRKBRKBRK5'-512"3'-712"10'-812"L8'-912"22'-3"33'-1"12'-0"6'-1"2'-3"2'-1"1'-4"16'-0"1'-4"20'-0"
27'-9"4'-3"6'-1"12'-0"25'-0"35'-0"64'-0"DROPPEDSOFFIT @ 8'-0"D/W
3'-912"
2x6 LOW WALL
LAV 8"BRK11'-312"OSWICOSBATH28682868LAVLAV
BRK
BRK2'-1112"35 SH4'-5"4'-3"LAUNDRY2868 12" SH
FLAT SOFFITAT 7'-4"8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.8'-8" CLG.LINE OF 2"CONC. CURB1/2" WALLBOARD ONGARAGE SIDEPROVIDEINSULATIONAS REQ'D 22'' X 54''ATTIC ACCESSR&SR&SR&S4'-412"7'-1012"(4) 12" SH10"36"x60"ACRYLICPAN SHWRR&S6"5'-312"4'-8"R&S13'-112"
14'-9"TUB PERCOMMUNITYSPECS(4)
12" SH
7'-1"3'-7"2'-1112"16'-412"
*25 SH
37"x63" EGRESS *35 SH54"X63" EGRESS*25 SH37"x63" EGRESS
R&S HI/LO
1A5.12A5.16'-11"3'-2"3'-5"1'-1112"3'-11"3'-10"AHU ONSTANDMETAL RAGLOCATIONXFERGRILLXFERGRILLXFERGRILL.#0#+CONCRETEFLAT SOFFIT @ 7'-4"FLAT SOFFIT @ 7'-4"8'-8" CLG.1'-4"8'-8"8'-8" CLG.EXT.FOYERBRKHB.LOCATION VARIESPER MAIN WATERSERVICECONNECTION3'-712"28685'-4"3'-412"MECH36" REF2'-212"2X6WALLBRKRANGE 6'-712"ADD 716" OSB TO MECH.CL. CEILING FOR FIREDRAFT STOP7'-6"15'-3"512"WHREF.WATERLINE2868 SC W/SELF CLOSER ANDMETAL THRESHOLDWEATHER STRIPPINGMETAL THRESHOLDWEATHER STRIPPINGMOISTURE RESISTANTDRYWALL CLG.MOISTURE RESISTANTDRYWALL CLG.2'-0"2'-0"3068 SOLIDPANEL DR.EGRESSWDDVDRYER VENTWASHER BOXREFRIGERANT/CONDENSATE LINETHROUGH WALLCLCLCLCL2" STEELBOLLARDPER COMM.SPECS.CLCLCLBRK
BRK
BRK
BRK
BRK
BRK
BRKFIRST FLOOR PLAN SCALE: 1/4"=1'-0"ASHTLEGEND SYMBOLSINTERIOR ELEVATION MARKERBUILDING/WALL SECTION MARKEREMERGENCY ESCAPE & RESCUE*A-STEPELEVATION STEPFLOORING BREAKBRKA1.1FIRST FLOOR PLANCOMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______
2'-11"1'-2" MAX.Section @ typicalKitchen island2x6 STUD WALLSEE PLANS FORWALL LAYOUTSUBFLOORBASE CABINET ASPER SHOP DWG.FINISH FLOORTOP PLATE1/2" GYP.BD.WD.BASEMOLDINGFINISHFLOORSOLID SURFACE COUNTERTOP.INSTALLER TO PROVIDEAPPROPRIATE COUNTERTOPSUPPORT IF REQUIREDWALL TYPES2x WOOD/STEEL FRAMEDPARTITIONINTERIOR PARTITION w/INSULATIONCMU WALLCMU WALL w/ FURRING &INSULATIONNOTE: INTERIOR WALLS ARE DRAWNTO ROUGH DIMENSIONSTYPICAL DOORPLACEMENT DIAGRAMSE.Q.E.Q.3"℄DOORS LOCATED ADJACENT TO WALLINTERSECTIONS ARE TO BE PLACED 3"MEASURED FROM INTERSECTION TODOOR JAMB UNLESS DIMENSIONED ORNOTED OTHERWISE.DOORS LOCATED WITHIN ALENGTH OF WALL ARE TO BECENTERED UNLESSDIMENSIONED OR NOTED OTHERWISE.AB4/20/2021 | 2:35:58 PM EDT
8'-8"
7'-4"FIN. FLOORT.O. MASONRYT.O. WINDOW5:121'-0"6" WIDE STUCCO BAND (+1)6" ALUMINUM WRAPPEDFASCIA W/ VINYLVENTED SOFFIT, TYP.ROOF SHINGLES PERCOMMUNITY SPECS.1*25 SH1'-0"6" WIDESTUCCO BAND(+1)6" ALUMINUM WRAPPEDFASCIA W/ VINYLVENTED SOFFIT, TYP.22'-1"3068SOLID PANEL DR.16070 GARAGE DOOR6" WIDE STUCCO BAND (+1)7'-4"
COACH LIGHT℄6" WIDE STUCCO BAND (+1)6" ALUMINUM WRAPPEDFASCIA W/ VINYLVENTED SOFFIT, TYP.4" WIDESTUCCO BAND(+1)18" DECORATIVEBOARD & BATTENFOAM SHUTTER4" WIDE STUCCO BAND (+1)EJ16'-334"
12'-6"ROOF MEAN HEIGHTROOF PEAK HEIGHT51251251235 SH*35 SH1'-0"ROOF SHINGLES PERCOMMUNITYSPECS.1'-0"12512535 SH7'-4"FIN. FLOOR8'-8"T.O. MASONRY7'-4"
TYP.
9"5:126"+1RAISEDSTUCCOBAND2"4"RAISEDSTUCCOBAND+14"RAISEDSTUCCOBAND+12"18" DECORATIVEBOARD & BATTENFOAM SHUTTER18" DECORATIVEBOARD & BATTENFOAM SHUTTERWINDOW HEAD & SILL DETAILSSCALE: 3/4"=1'-0"2GARAGE HEADTRIM DETAILSCALE: 3/4"=1'-0"1REAR ELEVATIONSCALE: 1/4"=1'-0"FRONT ELEVATIONSCALE: 1/4"=1'-0"PAINT AND FINISH SCHEDULE / KEYNOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWNAROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILLOF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD &SILL THE TRIM COLOR.PAINT COLOR SCHEMEBODY COLORTRIM COLORSAND FINISHMEDIUM TEXTURE /SKIP TROWEL FINISHSURFACE TEXTURE / FINISH KEYSTUCCO INSTALLATIONSTUCCO AND PORTLAND CEMENT PLASTER SHALLBE INSTALLED PER THE CURRENT ASTM C926 & C1063REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE%10641.,1+065 IN 3-COAT STUCCO SHALL BE USED TODELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. ORAT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTSPER ASTM C1063 (CURRENT EDITION)9''25%4''& SHALL BE INSTALLED AT ALLSTUCCO TRANSITIONS BETWEEN WOOD AND MASONRYAS REQUIRED BY ASTM C1063 (CURRENT EDITION)567%%1 SHALL NOT BE LESS THAN 3 COATS WHEN APPLIEDOVER METAL OR WIRE LATH AND SHALL NOT BELESS THAN 2 COATS WHEN APPLIED OVER MASONRYA2.1FRONT & REAR ELEVATIONSCOMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______WINDOW SILLWINDOW HEAD4/20/2021 | 2:35:58 PM EDT
9"1'-0"2'-0"2'-0"ROOF SHINGLES PERCOMMUNITYSPECS.1'-0"*25SH7'-4"
TYP.FIN. FLR.9"1255:127'-4"FIN. FLOOR6068 SGD8'-8"T.O. MASONRY1'-0"ROOF SHINGLES PERCOMMUNITYSPECS.9"*25 SH2'-0"7'-4"
TYP.
9"1255:12LEFT ELEVATION SCALE: 1/4"=1'-0"PAINT AND FINISH SCHEDULE / KEYNOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWNAROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILLOF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD &SILL THE TRIM COLOR.PAINT COLOR SCHEMEBODY COLORTRIM COLORSAND FINISHMEDIUM TEXTURE /SKIP TROWEL FINISHSURFACE TEXTURE / FINISH KEYSTUCCO INSTALLATIONSTUCCO AND PORTLAND CEMENT PLASTER SHALLBE INSTALLED PER THE CURRENT ASTM C926 & C1063REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE%10641.,1+065 IN 3-COAT STUCCO SHALL BE USED TODELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. ORAT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTSPER ASTM C1063 (CURRENT EDITION)9''25%4''& SHALL BE INSTALLED AT ALLSTUCCO TRANSITIONS BETWEEN WOOD AND MASONRYAS REQUIRED BY ASTM C1063 (CURRENT EDITION)567%%1 SHALL NOT BE LESS THAN 3 COATS WHEN APPLIEDOVER METAL OR WIRE LATH AND SHALL NOT BELESS THAN 2 COATS WHEN APPLIED OVER MASONRYRIGHT ELEVATIONSCALE: 1/4"=1'-0"A2.2SIDE ELEVATIONSCOMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______4/20/2021 | 2:35:58 PM EDT
5:129"
1'-0"
1'-0"1'-0"1'-0"5:12
5:12
5:12 5:121'-0"LINE OF GABLEWALL BELOWOFF RIDGE VENT,TYP.8'-0"
9"R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALLNOT BE LESS THAN 1/150 OF THE VENTED SPACE.EXCEPTION: THE MINIMUM NET FREE VENTILATION AREASHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOTLESS THAN 40 PERCENT AND NOT MORE THAN 50PERCENT OF THE REQUIRED VENTILATING AREA ISPROVIDED BY VENTILATORS LOCATED IN THE UPPERPORTION OF THE ATTIC OR RAFTER SPACE. UPPERVENTILATORS SHALL BE LOCATED NOT MORE THAN 3FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OFTHE SPACE, MEASURED VERTICALLY, WITH THE BALANCEOF THE REQUIRED VENTILATION PROVIDED BY EAVE ORCORNICE VENTS. WHERE THE LOCATION OF WALL ORROOF FRAMING MEMBERS CONFLICTS WITH THEINSTALLATION OF UPPER VENTILATORS, INSTALLATIONMORE THAN 3 FEET (914 MM) BELOW THE RIDGE ORHIGHEST POINT OF THE SPACE SHALL BE PERMITTED.ATTIC VENTILATION - AT FIRST FLOORSQ. FT. ATTICAREANET FREE AREASOFFIT VENTINGNET FREE AREAUPPER ROOF VENTING2117602 sq. in.414 sq. in.VENTS REQUIRED48" TAMCO OFF-RIDGE VENT (138 SI NET FREE) - 3 ventsNOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES ORVALLEYS, MIN., TYP.TOTAL VENTING REQUIRED1016 SQ. INROOF PLANSCALE: 1/4"=1'-0"UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED INACCORDANCE WITH SECTION R905.1.1FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2FOR TILE ROOFING REFERENCE TO SECTION R905.3A3.1ROOF PLANCOMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______4/20/2021 | 2:35:58 PM EDT
A5.11A5.11ROOF SHINGLES PER COMMUNITYSPECS. (TYP.)CONCRETE FOOTINGSEE STRUCTURAL PLANSFIN. FLR.8'-8"T.O.M.T.O. WDW7'-4"PRE-ENGINEERED ROOF TRUSSESSEE FRAMING SHEET FOR DETL'S%#4)#4#)'125$'&411/15$#6*190'4557+6'TRANSFER GRILLR-30 INSULATIONR-11INSULATIONR-4.1INSULATION512512$'&411/*#..&+0+0)#4'#
$';10& $'&411/FIN. FLR.8'-8"T.O.M.PRE-ENGINEERED ROOF TRUSSESSEE FRAMING SHEET FOR DETL'SR-30 INSULATIONROOF SHINGLES PER COMMUNITYSPECS. (TYP.)A5.12A5.12T.O. WDW7'-4"CONCRETE FOOTINGSEE STRUCTURAL PLANSR-4.1INSULATIONR-4.1INSULATION512512COMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______A5.1BUILDING SECTIONSBUILDING SECTIONSCALE: 1/4"=1'-0"1BUILDING SECTIONSCALE: 1/4"=1'-0"24/20/2021 | 2:35:58 PM EDT
TOP OF FLOOR(REFER TO ELEV.)HEADER PER STRUCTURALSPRE-ENGINEEREDFLOOR TRUSSESw/ 3/4" SUBFLOORSCREWED AND GLUED -REFER TO STRUCTURALDRAWINGS FOR SIZE ANDORIENTATION1x6 PT DRAPE BLKGABOVE WINDOWSPROVIDE BATT INSUL.PER ENERGY CALCS.TYP. 2-STORY WALL SECTION SCALE: 1/2" = 1'-0"FIN. FL.7/8 STUCCO OVER LATHW/ 60 MIN. GRADE D PAPER BACKEDLATH OVER BARRICADE PLUS WRB(OR APPROVED EQUAL)SEE ROOFELEV.12PLANPRE-ENGINEERED ROOFTRUSSES AT TYP. 24" O.C.BOTTOM CHORD VARIES. REFERTO TRUSS MFGR. DRAWINGS.HURRICANE STRAP EACH ENDOF TRUSS - REFER TOSTRUCTURALS(REFER TO ELEV.)TOP OF WALLSEE1/2" (MIN.) CLG. BD.BASE BOARD1/2" GYP. BD. OVER RADIANTBARRIER INSULATION (R-4.1)ATTACHED TO 1x2 PT.FURRING @ 24" O.C.SEE STRUCTURALDRAWINGSPRECAST WIN. SILLTOP OF CMU(REFER TO ELEV.)TOP OF WINDOW(REFER TO ELEV.)0'-0"1/2" (MIN.) CLG. BD.WINDOW PER PLANWINDOW PER PLANINSULATION PERCOMMUNITY SPEC.SEE ENERGY CALCS.WALL SHEATHING PERSTRUCTURAL PLANS8" CMU BLOCKw/ CEMENTITIOUS FINISHFOUNDATIONPER STRUCTURAL DRAWINGSEXTERIOR FRAMED WALLTHICKNESS PER PLANMID-WALL WEEPSCREED/EXPANSION JOINTSLOPE GRADE AWAYFROM HOUSEDRAFTSTOPPING ASPER R302.12 WHENCONCEALED SPACEEXCEEDS 1,000SFGYP. BD.WINDOW SILLPERIMETER MASONRY SEAT1 12" BELOW TOP OF SLAB2X ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGESOFFIT INSTALLED PERMANUF. SPECS2X PT BLOCKINGMASONRY LINTEL - REFER TOSTRUCTURALSTYP. HIPPED PENT ROOF DETAILSCALE: 1/2" = 1'-0"FINISH PER PLAN(REFER TO ELEV.)TOP OF C.M.U.1-STORY - MASONRY WALL2X LEDGER BOARDBENT METAL FLASHINGREFER TO "L" FLASHING DETAILSOFFIT AT RAKE (BEYOND)REFER TO PLANSSEEROOF PLAN7/8 STUCCO OVER LATHW/ 60 MIN. GRADE D PAPER BACKEDLATH OVER BARRICADE PLUS WRB(OR APPROVED EQUAL)PRE-ENGINEEREDGABLE END ROOFTRUSS - REFER TOSTRUCTURALSINSULATION ASPER SPECS.1/2" (MIN.) CLG. BD.2X ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGEHURRICANE STRAP - REFER TOSTRUCTURALSSOFFIT INSTALLED PERMANUF. SPECS2X PT BLOCKINGTYP. HIPPED PENT ROOF DETAILSCALE: 1/2" = 1'-0"(REFER TO ELEV.)TOP OF PLATE2-STORY - FRAMED WALL2X ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGESEEROOF PLANHURRICANE STRAP - REFER TOSTRUCTURALSFINISH PER PLAN2X LEDGER BOARDBENT METAL FLASHINGREFER TO "L" FLASHING DETAILSOFFIT AT RAKE (BEYOND)REFER TO PLANS7/8 STUCCO OVER LATHW/ 60 MIN. GRADE D PAPER BACKEDLATH OVER BARRICADE PLUS WRB(OR APPROVED EQUAL)PRE-ENGINEEREDGABLE END ROOFTRUSS - REFER TOSTRUCTURALSINSULATION ASPER SPECS.1/2" (MIN.) CLG. BD.SOFFIT INSTALLED PERMANUF. SPECS2X PT BLOCKINGTYP. PENT ROOF DETAILSCALE: 1/2" = 1'-0"(REFER TO ELEV.)TOP OF C.M.U.1-STORY - MASONRY WALLSEEROOF PLANFINISH PER PLAN2X LEDGER BOARDBENT METAL FLASHINGREFER TO "L" FLASHING DETAILSOFFIT AT RAKE (BEYOND)REFER TO PLANS7/8 STUCCO OVER LATHW/ 60 MIN. GRADE D PAPER BACKEDLATH OVER BARRICADE PLUS WRB(OR APPROVED EQUAL)PRE-ENGINEEREDGABLE END ROOFTRUSS - REFER TOSTRUCTURALSINSULATION ASPER SPECS.1/2" (MIN.) CLG. BD.MASONRY LINTEL - REFER TOSTRUCTURALS2X ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGEHURRICANE STRAP - REFER TOSTRUCTURALSSOFFIT INSTALLED PERMANUF. SPECS2X PT BLOCKINGTYP. PENT ROOF DETAILSCALE: 1/2" = 1'-0"(REFER TO ELEV.)TOP OF C.M.U.2-STORY - FRAMED WALLSEEROOF PLANPRE-ENGINEEREDGABLE END ROOFTRUSS - REFER TOSTRUCTURALSINSULATION ASPER SPECS.1/2" (MIN.) CLG. BD.FINISH PER PLAN2X LEDGER BOARDBENT METAL FLASHINGREFER TO "L" FLASHING DETAILSOFFIT AT RAKE (BEYOND)REFER TO PLANS7/8 STUCCO OVER LATHW/ 60 MIN. GRADE D PAPER BACKEDLATH OVER BARRICADE PLUS WRB(OR APPROVED EQUAL)2X ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGEHURRICANE STRAP - REFER TOSTRUCTURALSSOFFIT INSTALLED PERMANUF. SPECS2X PT BLOCKINGHURRICANE STRAP EACHEND OF TRUSS - REFER TOSTRUCTURAL.MID-WALL WEEP SCREED/EXPANSION JOINTTYP. GABLE END DETAILSCALE: 1/2" = 1'-0"(REFER TO ELEV.)TOP OF C.M.U.PRE-ENGINEEREDGABLE END ROOFTRUSS - REFER TOSTRUCTURALSINSULATION ASPER SPECS.1/2" (MIN.) CLG. BD.7/8 STUCCO OVER LATHW/ 60 MIN. GRADE D PAPERBACKED LATH OVERBARRICADE PLUS WRB(OR APPROVED EQUAL)MASONRY LINTEL, SEESTRUCTURALSSOFFIT AS PER SPECS.2X ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGE1-STORY - MASONRY WALLNOTE: THESE DETAILS DEPICTARCHITECTURAL SPECIFICATIONS ANDFINISHES ONLY. REFER TO STRUCTURALDRAWINGS FOR STRUCTURAL INFORMATIONPROVIDE 2X4FRAMEDENCLOSURE FORELECTRICALPANEL, FINISH W/12" GYPSUMBOARDELECTRICALPANELCONCRETECURB REFERTO PLANSELECTRICALPANELCONCRETECURB REFERTO PLANSGYPSUMBOARDGYPSUMBOARDGARAGE016' ELECTRICALPANEL IS TO BEINSTALLED ACCORDINGTO ALL APPLICABLELOCAL, STATE ANDNATIONAL CODES.VERIFY PANELDIMENSIONS PRIOR TOCONSTRUCTION.CONCRETESLAB ONGRADE ATGARAGEFLOORATTIC OR SECONDFLOOR LIVING SPACEREFER TO PLANS12" GYPSUMBOARDNICHE FORELECTRICALPANEL &WIRING2'-4"
6'-2"
2'-4"3'-2"
6'-2"
8"
PER PLAN3"1'-0"3"1'-6"3 1/2"EXTERIORCMU BLOCKWALLEXTERIORCMU BLOCKWALLSTUCCOFINISHELECTRIC METERLOCATION - SEEPLANS. VERIFYINSTALLATION INFIELD3'-2"8"
PER PLAN
T.O.MGRADEATTIC ORSECOND FLOORLIVING SPACEREFER TO PLANSELECTRICAL PANEL NICHE AT CMU BLOCK WALLSCALE: 1/2" = 1'-0"PRECAST WIN. SILL1x PT DRAPE BLKGABOVE WINDOWS 1/2"G.W.B.WINDOW PER PLANBASE BOARDTYP. 1-STORY WALL @ WINDOWSCALE: 1/2" = 1'-0"SEESEE STRUCTURALPLAN2x6 ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGESEE ROOFELEV.12PLANPRE-ENGINEERED ROOFTRUSSES AT TYP. 24" O.C.BOTTOM CHORD VARIES. REFERTO TRUSS MFGR. DRAWINGS.HURRICANE STRAP EACH ENDOF TRUSS - REFER TOSTRUCTURAL.1/2" (MIN.) CLG. BD.(REFER TO ELEV.)TOP OF C.M.U.INSULATION PERCOMMUNITY SPEC.SEE ENERGY CALCS.FIN. FL.0'-0"FOUNDATIONPER STRUCTURAL DRAWINGSSLOPE GRADE AWAYFROM HOUSE1/2" GYP. BD. OVER RADIANTBARRIER INSULATION (R-4.1)ATTACHED TO 1x2 PT.FURRING @ 24" O.C.GYP.BD.WINDOW SILLPERIMETER MASONRY SEAT1 12" BELOW TOP OF SLABSOFFIT INSTALLED PERMANUF. SPECS2X PT BLOCKINGSEE STRUCTURALPLAN1/2" (MIN.)CLG. BD.(58" TYPE 'X' GYP. BD.TO BE PROVIDEDWHEN LIVING SPACEIS ABOVE GARAGE)SEE ROOF12PLAN8" CMU BLOCKW/ CEMENTITIOUSFINISH (BEYOND)(REFER TO ELEV.)TOP OF C.M.U.WALL SECTION @ GARAGE DOORSCALE: 1/2" = 1'-0"3/4"SLOPEFIN. FL.0'-0"FOUNDATIONPER STRUCTURAL DRAWINGSDRIVEWAY PER COMMUNITYSPECSSLOPEGARAGE SLAB,SEE STRUCTURALPLANS4"PRE-ENGINEERED ROOFTRUSSES AT TYP. 24" O.C.BOTTOM CHORD VARIES. REFERTO TRUSS MFGR. DRAWINGS.HURRICANE STRAP EACH ENDOF TRUSS - REFER TOSTRUCTURAL.EXPANSION JOINTSEEELEV.2x6 ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGESOFFIT INSTALLED PERMANUF. SPECS2X PT BLOCKINGSLOPETYP. CMU COLUMN @ LANAI/PORCHSCALE: 1/2" = 1'-0"SEE STRUCTURALPLANSMOISTURE RESISTANTDRYWALL CEILINGSEE ROOF12PLAN(REFER TO ELEV.)TOP OF C.M.U.8" CMU BLOCKW/ CEMENTITIOUS FINISHFIN. FL.0'-0"FOUNDATIONPER STRUCTURAL DRAWINGSSLOPE GRADE AWAYFROM HOUSEPRE-ENGINEERED ROOFTRUSSES AT TYP. 24" O.C.BOTTOM CHORD VARIES. REFERTO TRUSS MFGR. DRAWINGS.HURRICANE STRAP EACH ENDOF TRUSS - REFER TOSTRUCTURAL.SEEELEV.2x6 ALUM WRAPPED FASCIABD. w/ALUM DRIP EDGESOFFIT INSTALLED PERMANUF. SPECS2X PT BLOCKINGROOF SHINGLES OVERTWO LAYERS OF ASTM D226 TYPE II ORSYNTHETIC UNDERLAYMENT COMPLYINGWITH ASTM D226 TYPE II INSTALLED PERR905.1.1.1 (SEE SHEET CS2)ROOF SHINGLES OVERTWO LAYERS OF ASTM D226 TYPE II ORSYNTHETIC UNDERLAYMENT COMPLYINGWITH ASTM D226 TYPE II INSTALLED PERR905.1.1.1 (SEE SHEET CS2)ROOF SHINGLES OVERTWO LAYERS OF ASTM D226 TYPE II ORSYNTHETIC UNDERLAYMENT COMPLYINGWITH ASTM D226 TYPE II INSTALLED PERR905.1.1.1 (SEE SHEET CS2)ROOF SHINGLES OVERTWO LAYERS OF ASTM D226 TYPE II ORSYNTHETIC UNDERLAYMENT COMPLYINGWITH ASTM D226 TYPE II INSTALLED PERR905.1.1.1 (SEE SHEET CS2)A5.2TYPICAL WALL SECTIONSCOMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______4/20/2021 | 2:35:58 PM EDT
KICKOUT DETAILSCALE: N.T.S.STEP 1STEP 2STEP 3STEP 4FOLD INWARD @ PT. AFOLDAFOLD INWARD @ PT. ACREASE @ PT. BABFOLD @ 45°FOLD INWARD @ PT. ACREASE @ PT. BBCCREASE @ PT. CABCAFOLD INWARD @ PT. ACREASE @ PT. BCREASE @ PT. CFOLD @ 77°WATERTIGHT SEAL.FOLD. DO NOT CUT.BOTTOM FLANGEFOLD PT. C OVER PT. B TILLPT. C TOUCHES BOTTOM FLANGE78" THICK, 3 COATCEMENT PLASTERWRAP LAYERS OF BUILDINGWRAP OVER NAILING FLANGE, STOPWRB APPROX. 1-1/2" ABOVE SHINGLESROOF/WALL SCREED5X5 WALL FLASHINGKICK-OUT FLASHING (SEE DTL. BELOW)SHINGLE ROOFINGFELT UNDERLAYMENTFASCIA WRAPDRIP EDGE: OVERLAP 3", EXTENDBELOW SHEATHING, MECH. FASTEN4" O.C. MAX.LAP
UNDERLAYMENT
12-18"LAPUNDERLAYMENT12-1
8
"3" MIN.3
"
M
IN
.
5" MIN.60 MIN. GRADE D PAPER BACKED LATHBARRICADE PLUS WRB (OR APPROVED EQUAL)6"6"6"EXTERIOR CMU WALL1) PROTECTO WRAP LWM200 ORSIMILAR ON WINDOW SILL, JAMBSAND HEAD. APPLY AROUNDCORNER AND EXTEND 6" ALLAROUND THE EDGES OF THE WALL2) SET P.T. WOOD BUCKOVER CMUWATERPROOFING INURETHANE SEALANT.FASTEN PER PRODUCTAPPROVALS.3) APPLY LIQUIDWATERPROOFINGMEMBRANE OVER THE TOPAND EXTERIOR FACE OFBUCK AND SILL4) INSTALL WINDOWOR DOOR. FASTEN PERPRODUCT APPROVALSAND SEAL WINDOW ORDOOR FRAME TO P.T.WOOD BUCK ANDMASONRYCMU OPENING WATERPROOFINGSCALE: N.T.S.SEAL EDGE OF P.T. WOODBUCK TO MASONRYPRECAST SILL"L" FLASHINGSCALE: N.T.S.WOOD SHEATHING60 MIN. GRADE D PAPER BACKED LATHOVER BARRICADE PLUS WRB (ORAPPROVED EQUAL)78" THICK, 3 COAT CEMENT PLASTERMETAL LATHLAP WRB & TAPE OVER ROOF/WALLSCREED5X5 "L" TYPE CONTINUOUS GALV.METAL FLASHING (NAIL TO ROOF DECK,NOT WALL SHEATHING)CAP SHINGLE - DO NOT NAIL, INSTALLWITH ROOF CEMENTSHINGLE ROOFINGROOF CEMENT2" MIN.5" MIN.ICE AND WATER SHIELD15" VERTICAL AND 15" DOWN ROOF15" MIN.15" MIN.COMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______WP1WATERPROOFING
DETAILS
1 4/16/20 PLAN UPDATES4/20/2021 | 2:35:58 PM EDT
MICROOWNER'SSUITEPCLCLCLDININGAREAGREATROOMBEDROOM 2BEDROOM 4BEDROOM 3HALLBATHFOYERENTRYHOVHALL2 CAR GARAGELD/W OSWICOSBATHLAUNDRYA/CDISCONNECTWP/ GFIGFI 48" AFFP.C.ATTIC LIGHT10'-0"
2'-0"SPREWIRE FORGARAGE DOOROPENERGFI 48" AFFWP/ GFIP.B. FORCHIMESS3S.#0#+WP/ GFIADD BLOCKINGAS REQUIREDSSD
3-BULBFIXTUREGFISSS4ADDBLOCKINGAS REQUIREDADD BLOCKINGAS REQUIREDS
SDS3S3S3GFISADDBLOCKINGASREQUIREDS
ADDBLOCKINGAS REQUIREDSS
S
ADDBLOCKINGAS REQUIREDSSSSGFIGFIVP3-BULBFIXTUREADDBLOCKINGAS REQUIREDS3S3S4CH GFICH GFI220VGFICH GFICH GFICH GFIREFGFISSWITCH FORDISPOSALDISCONNECTSDSDCMCM220V EXT.FOYERMECH36" REFS3
S4ELECTRICALPANEL ON2X4 WALLMWP/ GFIIRRIGATION TIMERLOCATION VARIES PERMAIN WATER SERVICECONNECTIONFIELDVERIFYMETERCHTVCAT 5TVCAT 5RANGE
KITCHENSTRUCTURED WIREPANEL (SWP) VERIFYLOCATION IN FIELDS3VP
VPWH220V WHDISCONNECTWDDV
110V220V4'-0"
GFI
GFICMCL3#3/0 AL, 1#6G 1 12" C150 A MLO PANEL42 CIRCUITS N1150 A METERCOMBO 120/240V1ph. N3R 22K AIC150A/2P#4 GROUND WIREBLDG STEEL2 GROUND ROD58"x8' GALV.2" PVC STUBDOWN FORFLORIDAPOWER &LIGHTELECTRICAL RISER DIAGRAMEDENLOAD CALCULATIONSPANEL "A"DESCRIPTIONLOAD KVAGENERAL LTG. 3Wx1616 S.F.4848SMALL APPLIANCESMALL APPLIANCEREFRIGERATORDISHWASHERDISPOSALMICROWAVERANGEWATER HEATERDRYERWASHERLAUNDRYEXTERIOR GFIIRRIGATIONGDOTOTAL KVAAHU #1 HEATFIRST 10KWBALANCE @ 40%AC LOADTOTAL LOADKVA/240V150015001200240085012008000450050001500150015008009003719810000 KWx.65 65001000010879650027379114AMPSWIREPOLETRIPDESCRIPTION CKTWIREPOLETRIPDESCRIPTIONCKT15379111315171921232527293135333739264810121614182022262428303236343840#10#6#12#12#12#12#12#12#12#12#12#12#12#6#10#10#12#14#14#14#14#14#142P2P1P1P1P1P1P1P1P1P1P1P1P30A60A20A20A20A20A20A20A20A20A20A20A20A2P50A2P2P25A30A20A 1P1P1P1P1P1P1P15A15A15A15A15A15ASPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACESPACEAIR COMPRESSORAIR HANDLERDISHWASHER (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 SOLENOIDEXTERIOR (GFI)RANGEWATER HEATERDRYERMICROWAVE (AF)GENERAL LTG. (AF)GENERAL LTG. (AF)GENERAL LTG. (AF)GENERAL LTG. (AF)GENERAL LTG. (AF)GENERAL LTG. (AF)FIRST FLOOR ELECTRICAL PLANSCALE: 1/4"=1'-0"FOUR-WAY SWITCHCEILING MOUNTED LED LIGHT FIXTUREWALL MOUNTED INCANDESCENT LIGHT FIXTUREVAPOR PROOF LIGHT FIXTURELIGHT FIXTURE WITH PULL CHAINFLUORESCENT LIGHT FIXTUREEXHAUST FAN/LIGHT COMBINATIONPUSHBUTTON SWITCH (OPTIONAL)ELECTRIC PANELNOTES:DISCONNECT SWITCHTELEPHONE (OPTIONAL)TELEVISION (OPTIONAL)ELECTRIC METERCHIMES (OPTIONAL)SMOKE DETECTOREXHAUST FANP.C.KEYLESS LIGHT FIXTUREDUPLEX CONVENIENCE OUTLETWEATHERPROOF DUPLEX OUTLETGROUND FAULT INTERRUPTER DUPLEX OUTLET ELECTRICAL KEY220 VOLT OUTLETWALL SWITCHTHREE-WAY SWITCHCOMBINATION SMOKE / CO2 DETECTORTVSMS3S4WPGFISDCHCM4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLINGROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS,AND GARAGES, SHALL REQUIRE AFCI PROTECTION.JUNCTION BOXJ6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC406.12.3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO ANELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITHA MONITORED BATTERY BACKUP. PROVIDE AND INSTALLLOCALLY CERTIFIED SMOKE DETECTORS.2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES &RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISHFLOOR:SWITCHES...........42"OUTLETS.............14"ABOVE COUNTER OUTLETS......46"TELEPHONE.........14"TELEVISION..........14"1. PROVIDE AND INSTALL GROUND FAULTCIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUITINTERRUPTERS (AFCI) PER 2017 NEC 210.12STANDARD ELECTRICAL LINE5.7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY.8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLEDPER THE PROVISIONS OF 2017 NEC 410.16(A) & (B)9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLEDFIXTURES SHALL BE HIGH-EFFICIENCY LAMPS11. GFCI DEVICES SHALL BE READILY ACCESSIBLE12. REFER TO ENERGY CALCULATIONS FOR ADDITIONALINFORMATION.13. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) INA GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THEGARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLETSHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACEVP IT IS THE RESPONSIBILITY OF THE LICENSEDELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK ISIN FULL COMPLIANCE WITH 2017 NFPA 70, FLORIDARESIDENTIAL CODE 2020, AND ALL APPLICABLELOCAL STANDARDS, CODES, AND ORDINANCES.PROVIDE THE REQUIRED CLEARANCES AROUNDPANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26.USB COMBO OUTLETUE1.1FIRST FLOOR
ELECTRICAL PLANCOMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______LOAD CALCULATIONSSCALE: N.T.S.PANEL SCHEDULESCALE: N.T.S.ELECT. RISER DIAGRAMSCALE: N.T.S.4/20/2021 | 2:35:58 PM EDT
MICROOWNER'S SUITEPCLCLCLDININGAREAGREATROOMBEDROOM 2BEDROOM 4BEDROOM 3HALLBATHFOYERENTRYHOVHALL2 CAR GARAGELD/W OS WICOSBATHLAUNDRY.#0#+16'-212"
20'-114"
23'-3"
8'-5"10'-10"10'-10"14'-912"
17'-312"
19'-1034"
22'-1014"
23'-214"5'-712"HB.MECH36" REFRANGE
KITCHEN8'-112"5'-9"WDDV
17'-11"COMMUNITY:SHEETRELEASED:TMEDEN - LOT #038 BLOCK #000PLAN # 607503/22/21No.date DESCRIPTION
REVISIONS
WATERSTONE90 MATAWAN ROAD
MATAWAN, NJ 07747 (732) 747-7800
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:
JOSEPH LIPANOVSKI
LICENSE # 100004
90 MATAWAN RD, 5TH FL, MATAWAN, NJ 07747
SIGNATURE:______________________DATE:______SLAB PENETRATION PLANSCALE: 1/4"=1'-0"P1.1SLAB PENETRATION PLANPLUMBING RISER DIAGRAMSCALE: N.T.S.4/20/2021 | 2:35:58 PM EDT