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Home My WebLink AboutGN000.1PLAN SHEET INDEX SHT.DESCRIPTION 1 - GENERAL BUILDING & DESIGN REQUIREMENTS 2 - SITE CONSTRUCTION 1) THE ATTACHED PLANS & SPECIFICATIONS ARE THE SOLE PROPERTY OF PULTE HOMES INC. ANY UNAUTHORIZED USE OF THESE PLANS WITHOUT PRIOR WRITTEN CONSENT OF PULTE HOMES INC. IS STRICTLY PROHIBITED.\P2) PULTE HOMES INC. DESIGNS & BUILDS HOUSING AS SET FORTH BY THE FORMAT AND PROVISIONS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC), AND THE NATIONAL ELECTRIC CODE (NEC). ANY NON-CONFORMING DOCUMENTS DISCOVERED BY THE CONTRACTOR OR HIS AGENTS SHALL BE CALLED TO THE IMMEDIATE ATTENTION OF PULTE HOMES INC. BY CALLING (847)841-3500.\P3) THESE PLANS ARE SUBJECT TO MODIFICATIONS TO MEET CODE REQUIREMENTS AND/OR TO FACILITATE MECHANICAL/ ELECTRICAL/ PLUMBING INSTALLATION AND/ OR TO IMPLEMENT DESIGN IMPROVEMENTS. ANY INTENTION TO MODIFY THESE PLANS MUST BE APPROVED IN WRITING BY PULTE HOMES INC.\P4) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AFFECTING CONTRACTOR'S PRODUCTS, INSTALLATIONS, OR FABRICATIONS IN THE FIELD PRIOR TO EXPEDITING THE CONSTRUCTION OF SUCH WORK. FIELD VERIFY ALL DIMENSIONS - DO NOT SCALE DRAWINGS!! CONTRACTOR IS RESPONSIBLE FOR SURVEYING THE PROJECT AND BECOMING FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK INCLUDING BUT NOT LIMITED TO SITE AND SOIL BEARING CONDITIONS. \P5) ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, IN WRITING, AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, DISCREPANCIES, OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION AND/ OR FABRICATION OF THE WORK.\P7) MINIMUM UNIFORMLY DISTRIBUTED LOADESAND DEFECTIONS:\P A) LIVE LOADS 40 PSF\P B) DEAD LOADS 10 PSF\P C) MAX. ALLOWED DEFLECTION FLOOR JOIST LIVE: 3/8"\P TOTAL: 3/4"\P D) FLOOR JOIST WITH TILE ADDITIONAL DEAD LOAD 13 PSF\P E) MAX. ALLOWED DEFLECTION TOTAL L/600\P F) MAX. ALLOWED DEFLECTION FLOOR LIVE: 3/8"\P TOTAL: 3/4"\P G) MAX. ALLOWED DEFLECTION FLOOR BEAM SUPPORTING TWO OR MORE\P FLOORS\P LIVE: 3/16"\P TOTAL: 3/8"\P\P\P\P\P\P 3 - CONCRETE {\C256;1) ALL FRAMING DIMENSIONS TO FACE OF MEMBER. }\P2) ALL BEARING HEADERS TO BE 2 X 10 #2 DOUGLAS FIR LARCH OR EQUAL UNLESS NOTED OTHERWISE.\P3) ALL 2x10 & 2x12 HEADERS TO BE DOUGLAS FIR LARCH (NORTH) - #2 UNLESS NOTED OTHERWISE.\P4) ALL 2x8 HEADERS TO BE HEM-FIR-#2 UNLESS NOTED OTHERWISE.\P5) PROVIDE 1x BLOCKING UNDER ALL EXTERIOR SLIDING DOORS.\P6) ALL BEAMS & HEADERS SHALL HAVE A MINIMUM OF (1) 2x JACK STUD & (1) 2x KING STUD. THE NUMBER OF STUDS LABELED ON PLANS INDICATES THE NUMBER OF JACK STUDS ONLY (UNLESS NOTED OTHERWISE).\P7) THE NUMBER OF KINGS STUDS LOCATED TO EACH SIDE OF EXTERIOR WALL OPENINGS TO EQUAL 1/2 THE NUMBER OF STUDS DISPLACED BY THE OPENING.\P8) TWO-PLY CONVENTIONAL BEAMS TO BE FACE-NAILED W/2 ROWS 16d COMMON NAILS STAGGERED @16" O.C. UNLESS NOTED OTHERWISE. THREE-PLY CONVENTIONAL BEAMS TO BE NAILED AS ABOVE FROM EACH SIDE. MULTIPLE PLIES OF ENGINEERED LUMBER TO BE ASSEMBLED PER MANUF. RECOMM.\P9) JOIST HANGERS, WHERE REQUIRED, SHALL BE USED WITHOUT ANGLES.\P10) FIRE STOPPING AND/ OR DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF IRC R602.8.\P\P\P\P\P 4 - MASONRY 1) ALL ELECTRICAL INSTALLATION SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC). ALL MATERIAL AND EQUIPMENT SHALL BEAR THE LABEL OF APPROVAL OF THE UNDERWRITERS LABORATORIES, INC.\P2) ELECTRICAL CONTRACTOR SHALL VERIFY SPACE REQUIRED FOR METER INSTALLATION BEFORE CONSTRUCTION AND SHALL NOTIFY GENERAL CONTRACTOR OF ANY DISCREPANCIES.\P3) VERIFY LOCATION OF ALL RECEPTACLES FOR APPLIANCES WITH MANUFACTURER SPECIFICATIONS.\P4) GROUND FAULT INTERRUPTS SHALL BE LOCATED PER THE NEC.\P5) ALL SWITCHES SHALL BE INSTALLED AT 3'-2" ABOVE FINISHED FLOOR TO CENTERLINE OF SWITCH UNLESS NOTED OTHERWISE.\P6) ALL CONVENIENCE OUTLETS SHALL BE INSTALLED W/ CENTERLINE OF OUTLET LOCATED 1'-3" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE.\P7) ALL CONVENIENCE OUTLETS WITH SWITCHES TO BE SWITCH AT TOP ONLY.\P8) ALL EXTERIOR WALL BRACKET FIXTURES SHALL BE INSTALLED AT 5'-6" ABOVE ADJACENT DOOR SILL HEIGHT TO CENTERLINE OF FIXTURE.\P9) APPROVED SMOKE DETECTORS SHALL BE LOCATED ON EVERY STORY OF THE DWELLING UNIT AS PER IRC SECTION R317 (SEE SHEET 6.XXX FOR LOCATIONS). WHERE MORE THAN ONE DETECTOR IS REQUIRED THEY SHALL BE INTERCONNECTED. POWER SOURCE SHALL BE BUILDING POWER w/ BATTERY BACKUP.\P10) ALL ELECTRICAL CONDUCTORS SHALL BE OF COPPER.\P 5 - METALS 6 - WOOD AND PLASTICS SQUARE FOOTAGE INDEX DESCRIPTION OF AREA AREA LIGHT AND VENT SCHEDULE 8 - DOORS AND WINDOWS 15 - MECHANICALS 16 - ELECTRICAL GENERAL FRAMING SPECS AND CONSTRUCTION NOTES STAIRS: WALLS: FLOORS: FRAMING:1) CONCRETE MIX FOR ALL EXTERIOR CONCRETE (FRONT STOOP, GARAGE SLAB AND BASEMENT) TO BE 6 SACK LIMESTONE MIX W/ MIN. 4,200 PSI CONCRETE \P2) SLOPE ON DRIVE SHALE BE NO LESS THAN 2% OR 1/4" PER FOOT- PREFERABLY 4% OR 1/2" PER FOOT. THE FRONT STOOP SHALL HAVE SLOPE EQUAL TO 1" PER FOOT. THE RAISED WALK IN GARAGE SHALL HAVE A 1/2" PER FOOT SLOPE AND DRIVE SLAB SHALL BE SLOPED MIN. 1/4" PER FOOT. \P3) CONCRETE IN GARAGE SHOULD STOP BEFORE OR UNDER THE GARAGE DOOR SO THAT NO GARAGE SLAB CONCRETE IS EXPOSED TO THE ELEMENTS.\P4) SOME COLUMN DIMENSIONS ARE FROM CENTER OF COLUMN TO EXTERIOR FACE OF BASEMENT WALL.\P5) BACK FILL SHALL BE FREE FROM VEGETATION AND CONSTRUCTION DEBRIS.\P6) BACK FILL SHALL BE PLACED IN LIFTS AND COMPACTED IN SUCH A MANNER AS TO NOT DAMAGE THE FOUNDATION WALLS OR WATERPROOFING / DAMPPROOFING MATERIALS.\P7) MUD SILLS SHALL BE TREATED MEMBERS AND SECURED BY AC14 DUNDEE ANCHOR STRAPS PER IRC-403.1.6 - 6'-0" O.C. MAX. WITH 2 PER PLATE MIN. - 12" MAX FROM ANY END.\P8) CALCULATIONS FOR COLUMN PADS BASED ON 3000 PSF SOIL BEARING. 7 - THERMAL & MOISTURE PROTECTION {\C256;1) WINDOW CALL OUT PER WINDOW SCHEDULE VERIFY WINDOW }MANUFACTURER{\C256; WITH PROJECT MANAGER\P2) REVIEW ALL WINDOW HDR HEIGHTS PER PLATE HT. AND VERIFY W/ ELEVATIONS AND CORNICE DETAILS \P3) TEMPERED GLASS SHALL BE USED IN HAZARDOUS AREAS AS DESCRIBED IN SECTION R308.4 - I.R.C. 2003\P4) FRONT DOOR WIDTH PER IRC-R311.3\P5) GARAGE DOOR PER IRC-R309.1\P6) EMERGENCY EGRESS SHALL MEET REQUIREMENTS OF SECTION R310 - I.R.C. 2003 - SLEEPING ROOMS SHALL HAVE AT LEAST ONE EGRESS OPENING OF NOT LESS THAN 5.7 SF AND A CLEAR OPENING OF NOT LESS THAN 20" WIDE X 24" HIGH AND SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. \P\P}\P\P 1) STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED, OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN IRC R502.8.\P2) THE ENDS OF EACH JOIST, BEAM, OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES (38MM) OF BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES (76MM) ON MASONRY OR CONCRETE OR AS OTHERWISE SPECIFIED IN IRC R502.6\P3) ALL DIMENSIONAL FLOOR JOISTS TO BE DOUGLAS FIR LARCH (NORTH) - #2 UNLESS NOTED OTHERWISE.\P4) ANY CONVENTIONAL FLOOR JOISTS SHOWN DOUBLED ON PLANS TO BE GLUED AT INSTALLATION AND NAILED W/ 3-16d NAILS @ 16" O.C. MULTIPLE PLIES OF ENGINEERED LUMBER TO BE ASSEMBLED PER MANUF. RECOMM.\P\P {\C256;1) ALL EXTERIOR BRICK MUST MEET ASTM C-216 FOR "SW" CONDITIONS\P2) MASONRY VENEER SHALL BE ATTACHED TO SUPPORTING WALLS w/ 22GA x 7/8" CORRUGATED METAL TIES AT 24" O.C. IN ACCORDANCE WITH R703.7.4.1 - I.R.C. 2003\P3) FLASHING BEHIND MASONRY SHALL BE 14# BUILDING PAPER OR FELT OR APPROVED EQUAL ATTACHED TO THE SHEATHING TO PREVENT MOISTURE PENETRATION. FLASHING SHALL BE LOCATED AS DESCRIBED IN SECTION R703.7.5 - I.R.C. 2003\P4) WEEPHOLES SHALL BE PROVIDED ALONG THE OUTSIDE WYTHE OF EXTERIOR MASONRY WALLS AT 33" O.C. MAX, SHALL BE A MIN. OF 3/16" IN DIAMETER, AND LOCATED IMMEDIATELY ABOVE THE FLASHING PER R703.7.6 - I.R.C. 2003 \P}\P\P\P 1) FIRE STOPPING AND/ OR DRAFT STOPPING SHALL MEET THE REQUIREMENTS OF IRC R602.8.{\C256;\P2) ATTIC VENTILATION SHALL BE PROVIDED AT 1/150th OF THE AREA OF THE SPACE VENTILATED. CROSS VENTILATION WITH HALF OF THE VENTILATED AREA SHALL BE PROVIDED BY RIDGE OR GABLE VENTS AND THE OTHER HALF BY EAVE OR CORNICE VENTS. VENTS SHALL BE PLACED SO AS TO NOT ALLOW INFILTRATION OF RAIN OR SNOW. \P3) PROVIDE GREENBOARD DRYWALL FOR ALL SHOWER AND BATH SPACE\P4) PROVIDE ICE-SHIELD PER CODE \P5) PROVIDE CONT. SOFFIT VENTS \P7) PROVIDE ATTIC VENTILATION PER IRC-R806.1\P }\P\P\P\P {\C256;1) ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD. ALL STUDS ARE 3 1/2" UNLESS NOTED. ALL DIMENSIONS PRESENTED HERE ARE FRAME DIMENSIONS ONLY - SEE SHT. 1.1 FOR FOUNDATION FOOTPRINT. }\P2) ALL STUDS TO BE 2x4 SPF OR EQUAL UNLESS NOTED OTHERWISE.\P{\C256;3) USE DBL TOP PLATES ON BOTH FIRST AND SECOND FLOOR - ALL PARTITIONS - LAP AT INTERSECTIONS \P4) AT EACH WALL OPENING ADD 1/2 THE TOTAL OF STUDS DISPLACED TO EACH SIDE OF THE OPENING (FULL HEIGHT). AND USE ONE TRIMMER STUD BELOW THE HEADER AT EACH END (U.N.O.) }\P\P ROOF:{\C256;1) HIP AND VALLEY RAFTERS SHALL BE SUPPORTED AT RIDGE DOWN TO BEARING PARTITION. CUT ENDS OF RAFTERS SHALL BE FULLY SUPPORTED WALL AND RIDGE.}\P\P\P 1) SOIL BEARING CALCULATIONS BASED ON 3000 PSF MIN\P{\C256;2)\Fsimplex.shx|c1; BACK FILL SHALL BE FREE FROM VEGETATION AND CONSTRUCTION DEBRIS.\P\Fsimplex.shx|c0;3)\Fsimplex.shx|c1; BACK FILL SHALL BE PLACED IN LIFTS AND COMPACTED IN SUCH A MANNER AS\Fsimplex.shx|c0; }BACKFILL TO NOT DAMAGE THE FOUNDATION WALLS OR ANY WATERPROOFING/ DAMPPROOFING MATERIALS.{\fArial|b0|i0|c0|p32;\P\Fsimplex.shx|c1;\C256; }\P\P\P 1) FACTORY BUILT CHIMNEYS AND FIREPLACES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, AND ARE SUBJECT TO MECHANICAL INSPECTION PER IRC SECTION R1002.1.\P2) FACTORY BUILT AND MASONRY FIREPLACES SHALL BE PROVIDED WITH A MIN. 6 SQ. INCH \P3) EXTERIOR AIR INTAKE FOR COMBUSTION AIR PER IRC SECTION R1005.4. {\C256;2) REQUIRED VENTILATION AREAS CALCULATED AT 1/150 RATIO.}\P\P\P\P {\C256;1) THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES (210 MM) AND THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES (229 MM) ACCORDANCE WITH SECTION R314.2 - I.R.C. 2003\P2) HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS IN ACCORDANCE WITH SECTION R315.1 - I.R.C. 2003 \P}3) HANDRAIL AND BALUSTRADE (WHERE PRESENT) SHALL BE CONSTRUCTED ACCORDING TO IRC-311.5.6 AND IRC-312.1 \P4) ALL REQUIRED HAND RAILS SHALL BE CONTINUOS THE FULL LENGTH OF THE STAIRS W/ 2 OR MORE RISERS FROM A POINT ABOVE THE THE TOP RISER OF A FLIGHT TO A POINT ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE AT NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.5" BETWEEN THE WALL AND HAND RAIL.{\C256;\P}\P\P Rev # Date Pages Comments1--------2--------3--------4--------5--------6--------7--------8--------9--------10-------- CONTROL DATE: ROOMSQ. FT.LIGHT REQ'DLIGHT SUPPVENT REQ'DVENT SUPP NOTESFIRST FLOORKIT/NOOK/HEARTHGATHERING ROOMDINING ROOM TOILET ENCLOSUREPRINCESS SUITE BATH 5 79463.5295.9031.7641.3035528.4041.1014.2017.7021417.1227.408.5611.80 14N/AN/A5.8050.0018014.4022.207.209.40 42N/AN/A1.6850.00 BEDROOM 4 18314.6422.207.329.40 OWNER'S BATH BEDROOM 5BATH 3 138 5.52100.00 218 8.724.70471.8850.00 11.0424.79 17.4413.00N/AN/A OWNER'S SUITE 22017.6033.308.8014.10 OFFICE 1/LIBRARY 31124.8841.1012.4417.70OFFICE 2 17313.8427.406.9211.80POWDER ROOM 48N/AN/A1.9250.00LAUNDRY171N/AN/A6.84100.00SECOND FLOOR INDIANA DIVISION - LOT 314 West Clay - Carmel, IN {\fMS Sans Serif|b0|i0|c0|p0;0.00 COVER SHEET\P1.30a FULL BASEMENT FOUNDATION PLAN\P2.10a FIRST FLOOR PLAN\P2.20a SECOND FLOOR PLAN\P3.30a BUILDING SECTIONS, WALL SECTIONS & DETAILS \P6.10 FIRST AND SECOND FLOOR ELECTRICAL PLANS\P7.03a IT3S ELEVATION - FRONT, REAR ELEVATIONS & ROOF PLAN \P7.03b IT3S ELEVATION - SIDE ELEVATIONS} PORCHTOTAL AREA UNDER ROOF FIRST FLOORTOTALGARAGE SECOND FLOOR \pxqr;2983\pxqr;2272\pxqr;5255\pxqr;137\pxqr;3708 \pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxqr;1078 \pxqr;2881\pxql;SQ. FT.UNFINISHED BASEMENT PLAN NAME SHEET COMMUNITY NAME PRODUCTION MANAGER LAWSON COMMUNITY ID RELEASE DATE:DATE / DESCRIPTION NPC PLAN NUMBERLAWSON PLAN IDLEGACY PLAN NUMBER / NAME SPECIFICATION LEVEL GARAGE HANDING REV # PROJECT TYPE CURRENT NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS ARCHITECT OF RECORD:ENGINEER OF RECORD: 05/13/2019Joel Hampshire (c) Copyright PulteGroup, Inc. - 2011 Indiana Division11590 N. Meridian St, Suite 530Carmel, Indiana 46032SINGLE FAMILY West Clay LOT 314 ---- GARAGE LEFT Red Plan 5 1815.0000 -- 5271 MULHERN & KULPGODUCO DESIGN - ARCHITECTS PLOTTED: June 28, 2019 / Annie Lee / PLAN-5271-IN-WCLY-COVR.DWGPLOTTED: June 28, 2019 / Annie Lee / PLAN-5271-IN-WCLY-COVR.DWG Cover Sheet - IRC Building Code,Specifications & General Notes0.00 07/26/19 Adam Schriner