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Home My WebLink AboutGN000.1PLOTTED: March 10, 2016 / Steven Dale / 2600-IN-HPNS-COVR.DWG Cover SheetSpecifications & General Notes0.001901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central Zone102/05/2016PLAN REVISIONS........................ PLAN NAME SHEET PRODUCTION MANAGER DATE / DESCRIPTION NPC PLAN NUMBERLAWSON PLAN ID GARAGE HANDING REV # NOTE: SCALES NOTED ON DRAWINGS RELATE TO FULL SIZE PLOTS ON 22x34 SHEETS - 11x17 SHEETS REPRESENT 1/2 SCALE PLOTS INITIAL RELEASE DATE:CURRENT RELEASE DATE: (c) Copyright Pulte Home Corporation - 2016 ??3/30/2015 GARAGE LEFT 2600-Monaco 1837.0000 -- -- LIGHT & VENT CALCULATIONS: SIMONTON WINDOWS PERFORMANCE DATAWINDOWSR VALUEU FACTORSHGCVTARGON WITHOUT GRIDS3/4" LOW-E 270/CLEAR3.130.320.280.54 ARGON WITH GRIDS3/4" LOW-E/270 CLEAR3.030.330.260.48SLIDING GLASS DOORSARGON WITHOUT GRIDS3/4" LOW-E 270/CLEAR 3.450.290.290.57 ARGON WITH GRIDS3/4" LOW-E 270/CLEAR3.230.310.260.50 ROOMSQ. FT.LIGHT REQ'DLIGHT SUPPVENT REQ'DVENT SUPPNOTESFIRST FLOORFAMILY ROOMKITCHEN/NOOKDINING ROOMPOWDER ROOMOWNER'S SUITEOWNER'S BATH BATHBEDROOM SUITE PLAN SHEET INDEX SHT.DESCRIPTION Monaco SQUARE FOOTAGE INDEX DESCRIPTION OF AREA AREA PORCHTOTAL AREA UNDER ROOFFIRST FLOORGARAGEBASE PLAN UNFINISHED BASEMENTFINISHED BASEMENT OFFICE TOILET 39931.9238.6915.9638.6936629.2846.2914.6446.2917513.7027.406.8011.8031N/AN/A5023018.4041.109.2017.70182N/AN/A185205016313.0027.406.5011.8017714.223.807.1010.40668080N/AN/A 383.6424N/AN/A 1 - GENERAL BUILDING & DESIGN REQUIREMENTS 2 - SITE CONSTRUCTION 3 - CONCRETE 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 TH 8 - DOORS AND WINDOWS 15 - MECHANICALS 16 - ELECTRICAL {\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 ALL HAZARDOUS AREAS\P4) FRONT DOOR WIDTH AS REQUIRED BY CODE\P5) GARAGE DOOR AS REQUIRED BY CODE\P6) EMERGENCY - 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 {\C256;1) ALL EXTERIOR BRICK MUST MEET ASTM C-216 FOR "SW" CONDITIONS\P2) MASONRY VENEER TO BE ATTACHED TO SUPPORTING WALLS w/ 22GA x 7/8" CORRUGATED METAL TIES AT 24" O.C.\P3) FLASHING BEHIND MASONRY SHALL BE 14# BUILDING PAPER OR FELT OR APPROVED EQUAL ATTACHED TO THE SHEATHING TO PREVENT MOISTURE PENETRATION. \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}\P\P\P 1) SOIL BEARING CALCULATIONS BASED ON 2000 PSF MIN\P{\C256;2) BACK FILL SHALL BE FREE FROM VEGETATION AND CONSTRUCTION DEBRIS.\P3) BACK FILL SHALL BE PLACED IN LIFTS AND COMPACTED IN SUCH A MANNER AS }BACKFILL TO NOT DAMAGE THE FOUNDATION WALLS OR ANY WATERPROOFING/ DAMPPROOFING MATERIALS.{\fArial|b0|i0|c0|p32;\P\Fsimplex|c0;\C256; }\P\P\P 1) FACTORY BUILT CHIMNEYS AND FIREPLACES SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS, AND ARE SUBJECT TO MECHANICAL INSPECTION\P2) THE GAS FURNACE USED IN THE HOUSE IS A SEALED COMBUSTION UNIT. 5 - THERMAL & MOISTURE PROTECTION {\C256;1) THE MAXIMUM RISER HEIGHT SHALL BE 7 3/4 INCHES AND THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES.\P2) HANDRAILS HAVING MINIMUM AND MAXIMUM HEIGHTS OF 34 INCHES AND 38 INCHES SHALL BE PROVIDED ON AT LEAST ONE SIDE OF STAIRWAYS.\P}3) HANDRAIL AND BALUSTRADE (WHERE PRESENT) SHALL BE CONSTRUCTED PER CODE.\P4) ALL REQUIRED HAND RAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS W/ 3 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;\P5) ALL FRAMING DIMENSIONS TO FACE OF MEMBER OR EXTERIOR SHEATHING, INTERIOR STUDS ARE 2x4 AND EXTERIOR STUDS ARE 2x6 UNLESS NOTED OTHERWISE. }\P6) ALL STUDS TO BE 2x4 SPRUCE-PINE-FIR OR EQUAL UNLESS NOTED OTHERWISE.\P{\C256;7) ALL FIRST FLOOR WALLS TO HAVE DOUBLE TOP PLATES, LAP AT INTERSECTION P 1) INSTALL FIRE STOPPING AND/ OR DRAFT STOPPING AS REQUIRED.\P{\C256;2) 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 APPROVED TILE BACKER BOARD FOR ALL SHOWER AND BATH SPACE\P4) PROVIDE ICE-SHIELD PER CODE \P5) ROOF VENTING TO BE PROVIDED AS SHOWN. SOFFIT, RIDGE, AND OTHER ROOF VENTS TO BE INSTALLED AS NOTED ON THE DRAWINGS & AS PER MANUFACTURERS RECOMMENDATIONS. \P }\P\P 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 847-230-5400.\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 AL \A1;1) ALL CONCRETE EXPOSED TO EXTERIOR ELEMENTS SHOULD BE AIR ENTRAINED 5-7%. \P2) SLOPE ON DRIVE SHALE BE NO LESS THAN 2% OR 1/4" PER FOOT. THE FRONT STOOP SHALL HAVE SLOPE EQUAL TO 1/8" PER FOOT. \P3) COLUMN DIMENSIONS ARE FROM CENTER OF COLUMN TO CENTER OF COLUMN OR EXTERIOR FACE OF WALL.\P4) BACK FILL SHALL BE FREE FROM VEGETATION AND CONSTRUCTION DEBRIS.\P5) BACK FILL SHALL BE PLACED IN LIFTS AND COMPACTED IN SUCH A MANNER AS TO NOT DAMAGE THE FOUNDATION WALLS OR WATERPROOFING / DAMPPROOFING MATERIALS.\P6) MUD SILLS SHALL BE TREATED MEMBERS AND SECURED BY ANCHOR BOLTS AND/OR STRAPS AS SPECIFIED IN THE DRAWINGS, DETAILS, AND SPECIFICATIONS.\P7) CALCULATIONS FOR COLUMN PADS BASED ON 2000 PSF SOIL BEARING.\P8) ALL FOOTINGS TO BE POURED USING CONCRETE OBTAINING A MIN. 3000 PSI COMPRESSIVE STRENGTH @ 21 DAYS\P9) ALL FOOTINGS AND BASEMENT WALLS TO BE POURED USING CONCRETE OBTAINING A MIN. 3500 PSI COMPRESSIVE STRENGTH @ 21 DAYS \P10) ALL BASEMENT & GARAGE FLOORS TO BE POURED USING 6 - FIREPLACE{\C256;1.) THE HEARTH AND THE HEARTH EXTENSION SHALL EXTEND A MINIMUM OF 36" FROM THE BACK OF THE FIREBOX TO THE END OF THE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL EXTEND AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, EACH SIDE OF THE FIREPLACE OPENING. WHERE THE FIREPLACE OPENING IS 6 S.F. OR LARGER, THE HEARTH EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT OF, AND AT LEAST 12" BEYOND, EACH SIDE OF THE FIREPLACE OPENING. (SEC. R1003.10, INTERNATIONAL RESIDENTIAL CODE)\P2.) }THE CHIMNEY PROVIDED IS NOT CONSTRUCTED OF CONCRETE OR MASONRY AND ACCORDING TO THE \PDEFINITION OF IN THE SECTION R1003.1 IS NOT MASONRY CHIMNEY. THE FIREPLACE IS A FACTORY BUILT GAS\PFIREPLACE. THE CHIMNEY WILL BE CONSTRUCTED OF 2X FRAMING MATERIAL AND SUPPORTED BY THE \PHOUSE FRAMING AND WILL NOT REQUIRE FOOTINGS AT THE FOUNDATION.\P{\C256; \P }\P\P\P\P APPLICABLE CODES: BASEMENTFIN. BASEMENT1,13490.7225.4645.3625.46PROVIDE ART. LIGHT/VENTBEDROOM19215.3628.747.6814.37BATH545050N/AN/A PROVIDE ART. LIGHT/VENT \pxqr;2626\pxqr;29\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxqr;2462\pxql;SQ. FT.\pxqr;1529\pxql;SQ. FT.\pxqr;3335\pxqr;706 Hidden Pines City, In. {\C256;2009 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS\P2009 INTERNATIONAL MECHANICAL CODE\P2009 UNIFORM PLUMBING CODE\P2008 NATIONAL ELECTRICAL CODE \PALL APPLICABLE AS AMENDED BY ST. LOUIS COUNTY} TOTAL AREA UNDER ROOFFIRST FLOORGARAGEELEVATION 2 UNFINISHED BASEMENTFINISHED BASEMENT \pxqr;2626\pxqr;29\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxql;SQ. FT.\pxqr;2462\pxql;SQ. FT.\pxqr;1529\pxql;SQ. FT.\pxqr;3335\pxqr;706PORCH {\fMS Sans Serif|b0|i0|c0|p0;0.00 COVER SHEET\P \P1.30a FULL BASEMENT FOUNDATION PLAN - ELEVATION "1"\P1.31a FULL BASEMENT FOUNDATION PLAN w/ MASONRY - ELEVATION "1"\P2.00a OPT. FINISHED BASEMENT PLAN - ELEVATION "1"\P2.10a FIRST FLOOR PLAN - ELEVATION "1"\P2.11 PLAN OPTIONS - ELEVATION "1"\P2.12 PLAN DETAILS\P\P3.30a BUILDING SECTIONS & DETAILS\P3.31a BUILDING SECTIONS & DETAILS\P\P6.10 FIRST FLOOR ELECTRICAL PLANS\P6.11 OPT. ELECTRICAL FLOOR PLANS\P6.12 PLUMBING DIAGRAMS\P\P7.01a1 FRONT ELEVATION "1" - FRONT & REAR ELEVATIONS, ROOF PLAN & ROOF \P TRUSS PROFILES\P7.01a2 FRONT ELEVATION "1" - SIDE ELEVATIONS\P7.01a3 ELEVATION "1" - OPT. 3 CAR FEG - PARTIAL PLANS\P7.01a4 ELEVATION "1" - OPT. 3 CAR FEG - FRONT & REAR ELEVATIONS, \P AND ROOF PLAN\P7.01a5 ELEVATION "1" - OPT. 3 CAR FEG - SIDE ELEVATIONS\P7.01a6 ELEVATION "1" - OPT. 2 CAR SEG - PARTIAL PLANS\P7.01a7 ELEVATION "1" - OPT. 2 CAR SEG - FRONT & REAR ELEVATIONS, \P AND ROOF PLAN\P7.01a8 ELEVATION "1" Elevation 1 3 car garage or 2 car w/ storage: 943 SF Heritage at Spring Mill 015 06/29/20 Adam Schriner