HomeMy WebLinkAbout20230956 60 Granite Porch Renovations ApplicationScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTION12" = 1'-0"10/23/2023 4:49:47 PMG001COVER SHEET2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCEREIDY RESIDENCE60 GRANITE STREETSARATOGA SPRINGS, NEW YORK 12866PERMIT SET / ISSUED FOR CONSTRUCTION -OCTOBER 23, 2023DRAWING LISTSheet Number Sheet Name Sheet Issue DateGENERALG001 COVER SHEET10.23.2023G002 GENERAL NOTES10.23.2023ARCHITECTURE REMOVALSAD101 FLOOR PLAN and ELEVATION REMOVALS 10.23.2023ARCHITECTUREA101 FLOOR PLANS10.23.2023A102 GARAGE PLAN, ELEVATION and DETAILS 10.23.2023A201 ELEVATIONS10.23.2023A202 ELEVATIONS10.23.2023A301 WALL SECTIONS10.23.2023A302 WALL SECTIONS10.23.2023A401 ENLARGED DETAILS10.23.2023No. Description Date
DNUPCONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, CODE AMENDMENTS,STANDARDS, ORDINANCES, RULES AND REGULATIONS INCLUDING, BUT NOT LIMITEDTO THE FOLLOWING: LOCAL ZONING ORDINANCES 2020 RESIDENTIAL CODE OF NEW YORK STATECONTRACTOR SHALL EXAMINE THE SITE AND INCLUDE IN THEIR WORK THE EFFECTOF ALL EXISTING CONDITIONS ON THE WORKTHE CONTRACTOR SHALL HOLD THE OWNER, OCCUPANTS, AND ARCHITECTHARMLESS FROM ANY AND ALL CLAIMS ARISING FROM WORK DONE BY THECONTRACTOR AT THE SITECONTRACTOR SHALL PROVIDE ALL MATERIALS, PERFORM ALL WORK ANDINSTALL ALL MATERIALS IN ACCORDANCE WITH RECOGNIZED GOOD STANDARDPRACTICECONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND REPORT ANYDISCREPANCIES IN WRITING TO THE ARCHITECT FOR RESOLUTION PRIOR TOCOMMENCEMENT OF WORKTHE CONTRACTOR IS SOLEY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND FOR COORDINATING THEWORK.THE ARCHITECT SHALL HAVE THE RIGHT AT ALL TIMES TO EXAMINE THE WORK ANDDETERMINE CONFORMANCE WITH THE REQUIREMENTS AND INTENT OF THECONTRACT DOCUMENTS AS INTERPRETED BY THE ARCHITECTMINOR ITEMS SUCH AS PATCHING, BLOCKING, TRIM, ETC. SHALL BE PERFORMED ASREQUIRED TO MAKE THE WORK COMPLETE WHETHER INDICATED ON THE DRAWINGSOR NOTCONTRACTOR SHALL MAINTAIN THE SITE IN A SAFE, CLEAN, AND ORDERLY FASHIONFOR THE DURATION OF THE PROJECT. DISPOSE OF ALL CONSTRUCTION DEBRIS ATA LEGAL OFF SITE WASTE FACILITYREFER TO THE DRAWINGS FOR ITEMS TO BE PROVIDED BY THE OWNER, WORK BYOTHERS, AND MISCELLANEOUS SPECIAL REQUIREMENTS. CONTRACTOR SHALLCOORDINATE AND PLAN THEIR WORK WITH OTHER TRADES TO ENSURE THAT INPLACE WORK ACCOMMODATES ALL TRADES AND THE FINAL DESIGNDO NOT SCALE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW ANDVERIFICATION OF ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION.1.2.3.4.5.6.7.8.9.10.11.UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THESE DOCUMENTS IS A VIOLATIONOF ALL APPLICABLE NEW YORK STATE EDUCATION DEPARTMENT LAWS.SHOULD ANYTHING BE OMITTED FROM THE PLANS WHICH IS NECESSARY FOR ACOMPLETE UNDERSTANDING OF THE WORK OR SHOULD ANY ERROR APPEAR IN THEVARIOUS INSTRUMENTS FURNISHED OR IN THE WORK OF OTHER CONTRACTORSAFFECTING THE WORK COVERED HEREBY, THE CONTRACTOR SHALL AND WILLPROMPTLY NOTIFY THE ARCHITECT/ ENGINEER, AND IN THE EVENT THECONTRACTOR'S FAILURE TO DO SO, HE SHALL AND WILL MAKE GOOD ANY DAMAGEOR DEFECT IN HIS WORK CAUSED THEREBY.WRITTEN DIMENSION(S) ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVERSCALED DIMENSIONS. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FORALL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT/ ENGINEER MUSTBE NOTIFIED OF ANY VARIATIONS AND CONDITIONS SHOWN ON THESE DRAWINGS.A NUMBER OF DETAILS ARE TYPICAL AND SHOWN ONLY ONCE ON THE DRAWINGS.SIMILAR CONDITIONS, REQUIRING NORMAL MODIFICATIONS, ARE ALSO IMPLIED BY THETYPICAL DETAILS. SHOP DETAILS MUST BE SUBMITTED TO THE ARCHITECT/ ENGINEERFOR REVIEW BEFORE PROCEEDING WITH FABRICATION.THE CONTRACTOR IS RESPONSIBLE FOR EXAMINING THE DRAWINGS THAT RELATE TOOTHER TRADES TO DETERMINE THE EXTENT OF THEIR WORK.THE CONTRACTOR (SUB-CONTRACTOR) WHOSE RESPONSIBILITY IS THE EXCAVATIONWORK SHALL OBTAIN A "STAKEOUT" WHICH LOCATES ALL UNDERGROUND FACILITIESACCORDING TO NEW YORK STATE LAW, CODE RULE 53. THE CONTRACTOR (SUB-CONTRACTOR) SHALL CONTACT THE UNDERGROUND FACILITIES PROTECTIVEORGANIZATION (UFPO) FOR SUCH INFORMATION AT LEAST TWO(2) WORK DAYS PRIORTO THE COMMENCEMENT OF SUCH EXCAVATION. THE CONTRACTOR SHALL BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HISFAILURE TO PRESERVE UNDERGROUND FACILITIES. FOR MOST UPSTATE COUNTIES THETELEPHONE NUMBER IS 1-800-962-7962.1.2.3.4.5.6.1.2.3.4.General Gypsum Board NotesPROVIDE 1/2" THICK GYPSUM BOARD ON ALL INTERIOR WALLS AND CEILING UNLESSOTHERWISE NOTEDPROVIDE 1/2" THICK MOISTURE RESISTANT GYPSUM BOARD AT ALL AREAS EXPOSED TOWATER SUCH AS SHOWERS, TUBS, BATHROOMS, KITCHENS, UTILITY, LAUNDRY, ETC..PROVIDE 1/2" THICK CEMENT BOARD CONFORMING TO ASTM C630 AT ALL AREAS TORECEIVE TILEALL GYPSUM BOARD SHALL BE TAPED, JOINT COMPOUNDED, SANDED AND READY FORPAINT UNLESS OTHERWISE NOTEDSpecial NotesGeneral Project NotesGeneral Concrete NotesGeneral Window Notes1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.1.2.3.ULTIMATE STRENGTH DESIGN: CONCRETE (ASTM C94)- 2,500 PSI FOR INTERIOR SLABS ON GRADE (ie: BASEMENT SLABS)- 3,000 PSI FOR FOUNDATION WALLS - 3,500 PSI FOR EXTERIOR SLABS ON GRADE (ie: GARAGE SLABS & PORCHES)WELDED WIRE MESH SHALL BE ASTM A185, SUPPLIED IN FLAT SHEETS AND INSTALLED USING CHAIRS OR BOLSTERSMAXIMUM SLUMP SHALL BE 4 1/2 INCHES AND MINIMUM CEMENT CONTRACT SHALL BE 51/2 BAGS PER CUBIC YARD. AIR ENTRAINMENT SHALL BE 4 TO 6 PERCENT, ADDITIVESCONTAINING CHLORIDES ARE PROHIBITED.UNLESS OTHERWISE DETAILED OR SPECIFIED, ALL REINFORCING SHALL HAVE GREATEROF A 40 DIAMETER LAP OR THAT REQUIRED BY ACI 318-89. PROVIDE CORNER BARREINFORCING TO MATCH SIZE AND SPACING OF WALL REINFORCING.BEAR ALL FOOTINGS ON FIRM UNDISTURBED SOIL. DO NOT PLACE FOOTINGS IN WATERNOR ON FROZEN GROUND.PRIOR TO PLACING OF CONCRETE, ALL LOOSE MILL SCALE ALONG WITH ANY OTHERLOOSE OR FOREIGN MATERIAL SHALL BE REMOVED FROM THE REINFORCING STEEL.ALL OTHER LOOSE OR FOREIGN MATERIAL SHALL BE REMOVED FROM THE FORMS.FORMS FOR FOOTINGS, WALLS, AND PIERS SHALL BE DESIGNED BY THE CONTRACTOR,CONSTRUCTED STRAIGHT AND TRUE TO LINE AND BE ADEQUATELY BRACED TOSUPPORT CONSTRUCTION LOADS.CONCRETE IS TO BE PLACED CONTINUOUS BETWEEN CONSTRUCTION JOINTS WITHOUTCOLD JOINTS.BEGIN CURING SLAB ON GRADE AS SOON AS FREE WATER HAS DISAPPEARED FROMEXPOSED SURFACE. KEEP CONTINUOUSLY MOIST FOR 5 DAYS, OR APPLY CURINGCOMPOUND PER MANUFACTURER''S INSTRUCTIONS. CUT CONTROL JOINTS AS SOON ASPOSSIBLE IN EACH DIRECTION AT A SPACING NOT TO EXCEED 15'-0" ON CENTER UNLESSNOTED OTHERWISE.TOLERANCES FOR FORMWORK, PLACING CONCRETE, CURING AND FINISHING SHALL BE INACCORDANCE WITH CURRENT ACI RECOMMENDATIONSPROVISIONS SHALL BE MADE FOR THE WORK OF OTHER TRADES SUCH AS CAST INPLACE SLEEVES FOR ELECTRICAL, PLUMBING, ETC.ALL FOUNDATIONS SHALL BE A MINIMUM OF 48" BELOW ADJACENT GRADESTHE SOIL HAS AN ASSUMED SOIL BEARING PRESSURE VALUE OF 2,500 PSF.CONTRACTOR SHALL VERIFY SOIL BEARING PRESSURE PRIOR TO CONSTRUCTIONFOUNDATION WALLS ARE TO BE COATED WITH ASPHALTIC BASED DAMPROOFING,MAINTAIN DAMPROOFING BETWEEN 8" - 1'-0" BELOW GRADEALL CONTROL AND CONSTRUCTION JOINTS, AND CONCRETE SLAB PERIMETER JOINTSSHALL CAULKEDAT WINDOW LOCATIONS INTENDED FOR EMERGENCY ESCAPE, PROVIDE CLEAROPENABLE AREA OF 5.7 SQUARE FEET. PROVIDE MINIMUM CLEAR WIDTH OF20 INCHES AND MINIMUM CLEAR HEIGHT OF 24"AT WINDOWS INTENDED FOR EMERGENCY ESCAPE, PROVIDE BOTTOM OF CLEAR OPENABLE AREA AT A MAXIMUM OF 44 INCHES ABOVE ADJACENT FLOOR LEVEL.3332424" o.c.16" o.c.16" o.c.22424232" o.c.16" o.c.16" o.c.6" o.c. maximum6" o.c. maximum333323TOP PLATES Spike together Laps and intersections, face nailsBLOCKING To plate Or - Toe nail To joist, each side Or - Toe nailBRIDGING Toe nail to joists, each sideBUILT UP GIRDERS AND BEAMS2" x LAMINATED BEAMS OR LINTELS Spike togetherDOUBLE JOISTS OR HEADERS Spike together, along each edgePLYWOOD SHEATHING AND SUBFLOOR NAILING At edges of sheets 3/8" thick 1/2" and 5/8" thick 3/8" and 1/2" plywood)RAFTER to plate to parallel ceiling joists collar ties jack rafter to hip to ridge beam (toenail) to ridge beam (face nail) face nail top and bottom staggered on opposite sides (at interior of each sheet, space nails 10" o.c.# or o.c. of nailsFLOOR JOISTS Toe nail to plate, sill, or girderITEMNailing Schedule At laps over bearing, face nailsSTUDS End nails to plates or - Toe nails, 2 each side Corner angle or multipleSOLE PLATES To joist or blocking To parallel alternate joists8d10d16d16d8d16d16d16d16d16d8d16d8d8d20d16d16d8d10d8d16d10d10d16d16d1.2.General Glazing NotesALL GLAZING LOCATED ADJACENT TO WET AREAS SUCH AS TUBS, SPAS AND SHOWERS SHALL BE TEMPERED (SAFETY) GLAZED.GLAZING IN THE FOLLOWING LOCATIONS SHALL BE TEMPERED:- INDIVIDUAL PANES GREATER IN AREA THAN 9 SQUARE FEET- BOTTOM EDGE OF GLAZING LESS THAN 1'-6" ABOVE FINISHED FLOOR- WALKING SURFACES ARE WITHIN 3'-0" HORIZONTALLY FROM THE PLANE OF GLAZINGNail size1.2.3.4.5.6.7.8.9.10.11.12.13.SAWN LUMBER FRAMING SHALL MEET THE FOLLOWING REQUIREMENTS:SPECIES AND GRADE - SPRUCE PINE FIR (SPF) NUMBER 2 OR BETTER Fb = 875 PSI, Fv = 70 PSI, Fc=425 PSI, E=1,400,000 PSI, 15% MOISTURE (MAXIMUM)PRESSURE TREATED LUMBER SHALL MEET THE FOLLOWING REQUIREMENTS: SPECIES AND GRADE - SOUTHERN YELLOW PINE NUMBER 2 OR BETTER, Fb=1100 PSI, Fv=85 PSI, Fc=675PSI, E=1,400,000 PSI.ENGINEERED LUMBER SHALL MEET THE REQUIREMENTS OF MICROLLAM, PARALLAM AND TIMBERSTRAND AS MANUFACTURED BY TRUS-JOIST CORPORATION INC. FASTENERS PER MANUFACTURER'S RECOMMENDATIONS.UNLESS OTHERWISE INDICATED ON DRAWINGS, PROVIDE THREE 2x6 STUDS FOR POSTFRAMING AT ALL LAMINATED VENEER LUMBER BEAMS, OR ROUGH SAWN BEAMS WITHSPANS OF 8'-0" OR MORE WITH A MINIMUM OF 3" OF BEARING. ALL WOOD POSTS SHALLALIGN WITH POSTS ABOVE AND/ OR BELOW. PROVIDE BLOCKING WITHIN FLOOR FRAMINGTO MAKE POSITIVE LOAD TRANSFER BETWEEN POSTS TO FOUNDATION.PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUNDFLOOR AND ROOF OPENINGS.PROVIDE DOUBLE TOP PLATES AT ALL EXTERIOR WALLSSTRUCTURAL SHEATHING SHALL MEET THE REQUIREMENTS OF 24/16, EXPOSURE 1, APARATED SHEATHING, MINIMUM THICKNESS = 5/8" FOR ROOFS, 3/4" TONGUE AND GROOVEFOR FLOORS, AND 1/2" FOR EXTERIOR WALLS.ROOF SHEATHING SHALL BE NAILED 4" O.C. ALONG PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS USING 10d COMMON NAILS. PROVIDE SUPPORT ATUNSUPPORTED LONG EDGES WITH WOOD BLOCKING AT A SPACING OF 12" O.C. MAX.WALL SHEATHING SHALL BE NAILED 4" O.C. ALONG PANEL EDGES AND 12" O.C. ATINTERMEDIATE SUPPORTS USING 8d COMMON NAILS. PROVIDE SUPPORT ATUNSUPPORTED LONG EDGES WITH WOOD BLOCKING AT A SPACING OF 12" O.C. MAX.FLOOR SHEATHING SHALL BE GLUED AND NAILED 6" O.C. ALONG PANEL EDGES AND 12"O.C. AT INTERMEDIATE SUPPORTS USING 8d COMMON NAILS.SECURE GYPSUM BOARD TO THE STUDS USING 1 1/4" LONG #6 SCREWS (DRYWALLFASTENERS FOR GYPSUM BOARD TO WOOD STUDS) AT 4" O.C. AT PANEL EDGES AND 6"O.C. AT INTERMEDIATE SUPPORTS.MAINTAIN A MINIMUM 2" CLEAR DISTANCE BETWEEN ROOF SHEATHING AND ROOFINSULATION FOR VENTILATION. PROVIDE AIRFLOW BAFFLES AT ROOF EAVES. CUT BACKROOF SHEATHING AT RIDGE FOR INSTALLATION OF CONTINUOUS RIDGE VENT.INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OFINSULATION AT PLATE LINES, SILL LINES, BAND JOISTS, AND CORNERS. VAPOR BARRIEROF THE INSULATION IS TO BE PLACED ON THE "WINTER WARM SIDE".General Rough Carpentry NotesSMOKE DETECTING ALARM DEVICES SHALL BE PROVIDED IN EACH SLEEPING ROOM,OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMSAND ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS BUT NOTSMOKE DETECTORS ARE PERMITTED TO BE BATTERY OPERATED.PROVIDE CARBON MONOXIDE DETECTORS ON ANY STORY HAVING A SLEEPING AREA ANDANY STORY WHERE FUEL FIRED APPLIANCES & EQUIPMENT, SOLID-FUEL BURNING APPLIANCES,ALL LIGHTING, WIRING, GROUNDS, AND DEVICES SHALL BE UL RATED LISTED ANDCOMPLY WITH NATIONAL ELECTRIC CODE INCLUDING GROUND FAULT PROTECTION FORALL BATHROOMS, KITCHEN, AND GARAGE OUTLETS.ALL ELECTRICAL WORK, EQUIPMENT, ETC. SHALL BE IN ACCORDANCE WITH ALL LOCALORDINANCES, REGULATIONS, AND CODES AS ADOPTED BY THE LOCAL GOVERNINGSTATE, COUNTY, AND TOWN AUTHORITIES. THE CONTRACTOR SHALL PERFORM ALLWORK IN CONFORMITY WITH THESE REQUIREMENTS WHETHER OR NOT INFORMATIONAND/ OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.ALL WORK SHALL BE INSPECTED BY THE LOCAL FIRE UNDERWRITERS HAVINGJURISDICTION. THE CONTRACTOR SHALL FURNISH THE OWNER THE U.L. CERTIFICATE OFAPPROVAL AT THE END OF THE PROJECT.1.2.3.4.5.8.General Electrical NotesINCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS.AND EQUIPMENT, FIREPLACES OR ATTACHED GARAGES ARE LOCATED. A CARBON MONOXIDEALARM INSTALLED ON ANY STORY HAVING A SLEEPING AREA SHALL SUFFICE FOR THAT STORY.BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE RESCUE OPENING.FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE FOOR SPACE. FIRE BLOCKING SHALL BE IN ACCORDANCE WITH IRC R302.11.14.STRUCTURAL DESIGN CRITERIAROOMS OTHER THAN SLEEPING ROOMS40 PSFLOCATIONLIMITDEADLIVE10 PSFL/360SLEEPING ROOMS 30 PSF 10 PSFL/360UNINHABITABLE ATTIC W/OUT STORAGE 10 PSF 5 PSFL/240UNINHABITABLE ATTIC W/ LIGHT STORAGE 20 PSF 10 PSFL/240ROOF 50 PSF 20 PSFL/240Architectural LegendFACE OF STUD, CMU, OR FURRINGUNLESS NOTED OTHERWISEDIMENSIONING CONVENTIONSDIRECTION OF VIEWDRAWING NUMBER WHERE DETAIL IS DRAWNELEVATIONNUMBERELEVATION INDICATOR1A301DETAIL / SECTION INDICATORDETAILNUMBERDRAWING NUMBER WHERE DETAIL IS DRAWNDIRECTION OF VIEW1A5011A501DETAIL INDICATORDRAWING NUMBER WHEREDETAIL IS DRAWNDETAIL NUMBERWALL LEGENDWALL TO BE REMOVEDWALL TO REMAIN NEW WALL CARPETCPTON CENTERPLYWOODPAINT/PAINTEDPORCELAIN TILERISER/ RADIUSROUGH OPENINGSPRING LINETREAD/ TOPTYPICALCERAMIC TILEDETAILDIAMETERDOWNDISHWASHEREACHEQUALOCPLYWDPNT/ PTDPTRROSLTT&GFLOORFOUNDATIONFOOTINGHARDWOODHEIGHTCTDTLDIADNDWEAEQFLRFDNFTGHDWDHGTDESCRIPTIONABOVE FINISHED FLOORList of AbbreviationsAFFABBREVIATIONMINIMUMNOT IN CONTRACTNOMINALNOT TO SCALEBOTTOMCONTROL JOINTCENTER LINECEILINGCONCRETECONTINUOUSLVLMINNICNOMNTSBOTC.J.CLCLGCONCCONTJT JOINTHOLLOW METALHMUNLESS NOTED OTHERWISEUNOSMOKE DETECTORSDCARBON MONOXIDE DETECTORCOLAMINATED VENEER LUMBERTONGUE & GROOVECLIMATIC & GEOGRAPHIC DESIGN CRITERIA - TABLE R301.2(1)ICE SHIELDUNDERLAYMENT -9°MOD. TOHEAVY48"SEVEREB115 MPH50 PSFSUBJECT TO DAMAGE FROM:WINTER DESIGNTEMP.TERMITEFROST LINE DEPTHWEATHERINGSEISMIC DESIGNCATEGORYWIND SPEED GROUNDSNOW LOADN/AYESFLOODHAZARDWIND DESIGNTOPO EFF.N/ASPECIAL WINDN/ADEBRISN/A2500AIR FRZ INDEXMEAN ANN. TEMP.43.2°INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT - TABLE N1102.1.249 (d)0.305ACEILING R-VALUEFENESTRATION U-FACTOR CLIMATE ZONE0.55SKYLIGHT U-FACTOR NRGLAZED FENESTRATION SHGC20 or 13+5 (a)WOOD FRAMED WALL R-VALUE13/17 (b)MASS WALL R-VALUE30FLOOR R-VALUE15/19 (c)BASEMENT WALL R-VALUE10, 2 ftSLAB R-VALUE & DEPTH15/19 (c)CRAWL SPACE WALL R-VALUEa. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION, SO "13+5" MEANS R-13 CAVITY INSULATION PLUS r-5 CONTINUOUS INSULATION.b. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL.c. "15/19" MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY INSULATION AT THE INTERIOR OF THE BASEMENT WALL. "15/19" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME.d. PER N1102.2.2 - CEILINGS WITH ATTIC SPACES: WHERE SECTION 1102.1.2 WOULD REQUIRE R-49 INSULATION IN THE CEILING, INSTALLING R-38 OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE TOP WALL PLATE AT THE EAVES.TYP1A301OUTLINE OF EXISTING ROOF OVERHANG TO BE REMOVEDOUTLINE OF NEW ROOF OVERHANGOUTLINE OF NEW ROOF OVERHANGPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE133.25'53.00'53.00'133.25'EXST4.9' +/-EXST4.6' +/-EXST3.2' +/-EXST3.0' +/-EXST17.0' +/-EXST22.4' +/-17.6' +/- EXSTEXST2.6' +/-EXST2.3' +/-14.6' +/- NEWEXISTING RESIDENCEEXISTING PORCHEXISTING GARAGEOUTLINE OF NEW ROOF OVERHANGNEW 5.0' +/-EXISTING RESIDENCE7' - 0"MIN5' - 0"25' - 0"10' - 0"PRINCIPAL BUILDING SETBACK LINEZONING INFORMATION(PER ARTICLE 3. RESIDENTIAL DISTRICTS)ZONING DISTRICT: UR-3BULKMIN. LOT AREA: 6,600 SF (SINGLE FAMILY)MIN. LOT WIDTH: 60' (SINGLE FAMILY)MAX. BLDG COVERAGE: 40%MAX. IMPERVIOUS SURFACE COVERAGE: 70%MAX. BLDG HEIGHT: 40'MAX. FIRST FLOOR ELEVATION: 4'SETBACKSMIN. FRONT: 10'MIN. INTERIOR SIDE: 5'MIN. TOTAL INTERIOR SIDE: 12'MIN. REAR: 25'ACCESSORY STRUCTURE: 5' (FROM ANY LOT LINE PER ARTICLE 9.5)TAX MAP PARCEL NO.165.35-2-29LOT AREA: 7,062+/-SFACCESSORY STRUCTURE SETBACK LINE5' - 0"5' - 0"5' - 0"NEW PORCHNEW PORCHNEW4.15' +/-ScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTIONAs indicated10/24/2023 12:40:04 PMG002GENERAL NOTES2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE1/8" = 1'-0"1SITE PLANNo. Description Date
DNLIVING ROOMR1R1R1R2R2R3R3R4GENERAL REMOVAL NOTESALL REMOVALS SHALL BE DONE IN A NEAT, WORKMANLIKE MANNER, AVOIDING DAMAGE TO ADJACENT SURFACES TO REMAIN. ALL EXISTING CONSTRUCTION TO REMAIN SHALL BE APPROPRIATELY PROTECTED FOR THE DURATION OF THE CONSTRUCTION PERIOD. ANY DAMAGES INCURRED DURING CONSTRUCTION SHALL BE REPAIRED TO MATCH EXISTING CONSTRUCTION AND FINISHES AT THE CONTRACTOR'S EXPENSE.REMOVAL AND SALVAGING OF ALL FURNITURE, CASEWORK, EQUIPMENT, ETC SHALL BE COORDINATED WITH OWNER PRIOR TO COMMENCEMENT.FIELD VERIFY ALL VISIBLE EXISTING CONDITIONS PRIOR TO BEGINNING WORK, NOTIFY THE ARCHITECT OF OF ANY DESCREPENCIES FOR DETERMINATION.VERIFY NON-VISIBLE EXISTING STRUCTURAL CONDITIONS AS REMOVAL COMMENCES; NOTIFY ARCHITECT OF ANY DISCREPENCIES FOR DETERMINATION.EXACT SIZES AND LOCATIONS OF WALLS, OPENINGS, AND ASSEMBLIES TO BE REMOVED TO BE DETERMINED BY CONTRACTOR AND COORDINATED WITH NEW CONSTRUCTION.COORDINATE WITH THE GENERAL CONTRACTOR THE REMOVAL OF ALL FIXTURES, FITTINGS, EQUIPMENT AND ACCESSORIES PRIOR TO COMMENCING REMOVALS WORK. NOTE ALL ITEMS TO BE STORED FOR POTENTIAL RE-USE AND CAREFULLY REMOVE AND SAFELY STORE ALL NOTED ITEMS AS DIRECTED BY GENERAL CONTRACTOR.UTILITIES RENDERED USELESS BY REMOVALS SHALL BE REMOVED TO THEIR POINT OF SUPPLY IF POSSIBLE. WHERE REMOVING TO SUPPLY POINT IS NOT FEASIBLE, CAP UILITIES RENDERED OBSOLETE BELOW FLOOR LEVEL, ABOVE CEILING, OR BEHIND WALL FINISHES. DO NOT CAP LIVE UTILITIES WITHIN CAVITIES.RESTORE ANY EXISTING MECHANICAL, ELECTRICAL AND PLUMBING INSTALLATIONS DISTURBED DURING THE COURSE OF REMOVALS/CONSTRUCTION NOT INDICATED FOR REMOVAL.CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ALL TEMPORARY BARRIERS AND PROTECTION TO PREVENT THE SPREAD OF DUST AND DEBRIS. COORDINATE WITH OWNER THE ERECTION OF ANY BARRIERS PRIOR TO INSTALLATION.PROVIDE TEMPORARY FILTERS FOR ALL MECHANICAL RETURNS TO REMAIN IN OPERATION DURING REMOVALS AND CONSTRUCTION TO PREVENT BUILD-UP OF DUST AND DEBRIS WITHIN EXISTING DUCTS TO REMAIN. INSPECT AND REPLACE FILTERS DURING CONSTRUCTION, MAINTAINING CLEAN FILTRATION.REMOVE DEBRIS FROM REMOVALS AREA AS IT IS PRODUCED; LEGALLY DISPOSE OF MATERIALS OFF SITE. COORDINATE REQUIRED SEPARATION OF MATERIALS WITH GENERAL CONTRACTOR TO DETERMINE IF MATERIALS ARE TO BE SALVAGED OR RECYCLED.PROPERLY REPAIR OR REPLACE AREAS DAMAGED BEYOND THE OUTLINED SCOPE OF REMOVALS.GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING REQUIRED TO COMPLETE REMOVALS AND NEW CONSTRUCTION. CONSULT ARCHITECT OF RECORD IF SHORING AND BRACING REQUIRES DESIGN, OR IF CONDITIONS VARY FROM THOSE INDICATED ON THE DRAWINGS.1.2.3.4.5.6.7.8.910.11.12.13.14.KEYED REMOVAL NOTESREMOVE WINDOW, FRAME, TRIM AND ALL ASSOCIATED HARDWARE COMPLETELY. COORDINATE WITH NEW WORK DRAWINGS FOR ADDITIONAL SCOPE.REMOVE PORTION OF WALL AS REQUIRED TO PROVIDE ROUGH OPENING FOR NEW WINDOW OPENINGNG. COORDINATE REMOVALS WITH NEW WORK DRAWINGS. REMOVE DOOR, FRAME, TRIM AND ALL ASSOCIATED HARDWARE COMPLETELY. COORDINATE WITH NEW WORK DRAWINGS FOR ADDITIONAL SCOPE. INFILL ANY AREAS w/ LIKE CONSTRUCTION WHEN DOOR SLIDES IN LOCATION.COMPLETELY REMOVE FRONT/SIDE PORCH IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TO FOUNDATIONS, FOOTINGS, DECK FRAMING, DECKING, STAIRS, RAILINGS, COLUMNS, BEAMS, CEILING, ROOF, GUTTERS, DOWNSPOUTS, AND ALL TRIMS, COMPLETE BACK TO THE EXTERIOR HOUSE SHEATHING.REMOVE ALL SIDING AND HOUSE WRAP COMPLETE AND REPAIR ANY DAMAGED SHEATHING WITH LIKE MATERIALS AS REQUIRED. REMOVE ALL SHUTTERS, TRIM, FASCIA, SUB-FASCIA, DRIP EDGE, GUTTERS, DOWNSPOUTS, VENTS, SOFFITS, COMPLETE.COMPLETELY REMOVE GABLE END BUILD OUT IN ITS ENTIRETY INCLUDING BUT NOT LIMITED TO SIDING, SOFFIT, BRACKETS, AND ALL FRAMING BACK TO EXTERIOR HOUSE SHEATHING.REMOVE GABLE END ROOF RETURN COMPLETE. COORDINATE WITH NEW WORK DRAWINGS.R1.R2.R3.R4.R5.R6.R7.R8.OWNERS BEDROOMR1R1R1R4R1R1R3R1R1R1R5R7R6R6R2R3R4R4R8R6EXISTING IMAGE - FRONTEXISTING IMAGE - FRONT RIGHTEXISTING IMAGE - FRONT LEFTScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTIONAs indicated10/23/2023 4:49:46 PMAD101FLOOR PLAN andELEVATIONREMOVALS2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE1/4" = 1'-0"1FIRST FLOOR - REMOVALS1/4" = 1'-0"2SECOND FLOOR - REMOVALS1/4" = 1'-0"3FRONT ELEVATION - REMOVALS1/4" = 1'-0"4EXISTING IMAGESNo. Description Date
1A3012' - 0"2' - 10"7"11"2" BLUESTONE SET ON CONC. SLAB ON GRADEHB&G PERMACAST STRUCTURAL COLUMN, TYP.8" 6' - 6" 8"EQ EQCL2A301A4014W2W2W23' - 3" 3' - 3" 4' - 7"H-14' - 8" 3' - 3" 4' - 8"W2W2H-111' - 8 1/2"5' - 3 1/2"9 1/2"9 1/2" 9 1/2"2" BLUESTONE SET ON CONC. SLAB ON GRADEHB&G PERMACAST STRUCTURAL COLUMN.EQ EQCL1A3022" BLUESTONE STAIR TREAD w/ 1" OVERHANG ON ALL SIDES, TYP.1' - 5" 5' - 0" 1' - 5"CLCL2A302276 SFLIVING ROOMMUDROOMDININGR14' - 6"R1CLR2EQEQLIGHT LEGENDR1 - 4" RECESSED CAN LIGHTR2 - PENDANT LIGHT8" 7' - 8"5' - 5"8" CONCRETE FOUNDATION WALL, TYP.8x20 CONCRETE FOOTING, TYP.10" 3' - 9" +/- 1' - 5"ALIGN1' - 0" 11' - 5"8"8"8"8"8" CONCRETE FOUNDATION WALL, TYP.8x20 CONCRETE FOOTING, TYP.4A1014A1018"6"8"6"3"3"(2) - #4 x CONTINUOUS8"x20" CONCRETE FOOTING#4 BARS TOP & BOTTOM#4 @ 32" O.C. 4" CONCRETE SLAB ON GRADE w/ 6x6 W.W.M.1' - 0"4"6" 2"WINDOWS: GENERAL NOTES and SPECIFICATIONS BASIS OF DESIGN FOR VINYL CLAD WOOD WINDOWS:MANUFACTURER: ANDERSEN WINDOWSSERIES: 200 SERIESEXTERIOR COLOR: WHITEINTERIOR SPECIES: PINEINTERIOR FINISH: WHITEGRILLE TYPE: 3/4" (4/1) PERMENANT EXTERIOR, SIMULATED DIVIDED LIGHTGLAZING: ARGON FILLED, INSULATED CLEAR FLOAT GLASS, LOW E II*PROVIDE TEMPERED GLASS AS REQUIRED BY CODEINSECT SCREENS: AT ALL OPERABLE WINDOW UNITS HARDWARE: LOCK AND KEEPER - WHITESIZE AND OPERATION: REFER TO SCHEDULE1. ALL WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CONTRACTOR SHALL PROVIDE ALL ACCESSORIES AND OTHER MATERIALS REQUIRED TO MAKE THE INSTALLATION WHOLE, INCLUDING BUT NOT LIMITED TO FASTENERS, INSULATION, FLASHING, AND SIMILAR.2. THE CONTRACTOR SHALL COORDINATE WINDOW INSTALLATIONS WITH ROUGH OPENING DIMENSIONS PROVIDED IN DRAWINGS. ALL ROUGH OPENING SIZES ARE FOR WOOD FRAMED OPENINGS. CONTRACTOR SHALL COORDINATE OPENING SIZES AT OTHER CONSTRUCTION.3. PROVIDE TEMPERED GLAZING AT ALL WINDOW LOCATIONS AS REQUIRED BY CODE AND WHERE DESIGNATED ON PLANS AND ELEVATIONS.4. ALL WINDOWS SHALL BE INSTALLED WITH PAN FLASHING AT THE SILL.5. INTERIOR TRIM AT ALL WINDOWS SHALL CONSIST OF 1x6 WD. CLR. PINE HEAD TRIM, 1x4 WD. CLR. PINE CASING TRIM, WITH 1x EASED EDGE CLR. PINE STOOL AND 1x4 WD. CLR. PINE APRON. RETURN WOOD AT HEAD AND JAMBS. FINISH ALL WOOD CASING.6. EXTERIOR TRIM SHALL CONSIST 5/4x6 MiraTEC SMOOTH HEAD TRIM, 5/4x4 MiraTEC SMOOTH CASING TRIM, 5/4x4 MiraTEC SMOOTH APRON, AZEK SILL AZM-6930. PRIME AND PAINT ALL. ALL WINDOW HEAD TRIM SHALL BE FURNISHED WITH FLASHING/DRIP EDGE TO MATCH.12" / 12"12" / 12"1-1/2" STANDING SEAM METAL ROOF1-1/2" STANDING SEAM METAL ROOF6" GALV-ALUM. HALF-ROUND GUTTERS w/ 4" ROUND DOWNSPOUT, TYP.DSDS6" GALV-ALUM. HALF-ROUND GUTTERS w/ 4" ROUND DOWNSPOUT, TYP.(3) ROWS FENCE-STYLE SNOW GUARD SYSTEM. B.O.D: ROCKY MOUNTAIN SNOW GUARDS INC. NO-FLASH II, ALUMINUM. INSTALL PER MANUFACTURER'S INSTRUCTIONS.EXISTING ROOF SHINGLESEXISTING ROOF SHINGLES6" / 12"6" / 12"4" / 12"4" / 12"8" / 12"(2)1-3/4x7-1/4 LVL(2)1-3/4x7-1/4 LVL(2)1-3/4x7-1/4 LVL(2)1-3/4x7-1/4 LVLROOF TYPE - R12x10 HIP RAFTER2x10 RIDGE BEAMROOF TYPE - R1W13' - 11 1/2"2' - 3 1/2"4' - 0" R.O.2' - 4" R.O.2' - 11 1/2"3' - 0"4' - 8 1/2"4' - 9"W2EXTERIOR WINDOW TRIM5 1/2"3 1/2"3 1/2"ALIGN1"MiraTEC SMOOTH 5/4x6 TRIM, PTD.MiraTEC SMOOTH 5/4x4 TRIM, PTD.MiraTEC SMOOTH 5/4x4 TRIM, PTD.AZEK SILL AZM-6930, PRIME AND PAINTScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTIONAs indicated10/23/2023 4:49:31 PMA101FLOOR PLANS2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE1/4" = 1'-0"1FIRST FLOOR PLAN1/4" = 1'-0"2FOUNDATION PLAN3/4" = 1'-0"4PORCH FOUNDATION DETAILWINDOW SCHEDULEWINDOW NO. TYPE MANUFACTURER MODELUNIT DIMENSIONS ROUGH OPENINGCOMMENTS COUNT U-VALUEGLASS/VISIBLELIGHT (S.F.)VENT (S.F.)CLEAR OPENINGMEETSEGRESSUNIT AREA(S.F.)WIDTH HEIGHT WIDTH HEIGHTWIDTH HEIGHTW1 DOUBLE HUNG ANDERSEN WINDOWS 200 SERIES 244DH2440 2' - 3 1/2" 3' - 11 1/2" 2' - 4" 4' - 0"1 0.29 5.88 3.57 24.56" 20.95" N 9.07W2 DOUBLE HUNG ANDERSEN WINDOWS 200 SERIES 244DH3049 2' - 11 1/2" 4' - 8 1/2" 3' - 0" 4' - 9"11 0.29 9.91 5.76 32.56" 25.45" Y 13.93NOTE: QUANTITIES SHOWN ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES. CONTRACTOR IS RESPONSIBLE FOR THEIR OWN TAKE-OFFS AND QUANTITIES.1/4" = 1'-0"3ROOF PLAN1/4" = 1'-0"WINDOW ELEVATIONSNATURAL LIGHT AND VENT SCHEDULEROOM NAME AREA (SF)NATURAL LIGHT (8%) NATURAL VENT (4%)COMMENTSREQUIRED (SF) PROVIDED (SF) REQUIRED (SF) PROVIDED (SF)LIVING ROOM 276 SF 22 SF 49.55 11 SF 28.8OWNERS BEDROOM 221 SF 18 SF 19.82 9 SF 11.52No. Description Date
UPEXISTING SIDING PAINTED TO MATCH JAMES HARDIE DEEP OCEANEXISTING CORNER TRIM PAINTED (BENJAMIN MOORE CHANTILLY LACE OC-65)EXISTING WINDOW TRIM PAINTED (BENJAMIN MOORE CHANTILLY LACE OC-65)EXISTING DOOR TRIM PAINTED (BENJAMIN MOORE CHANTILLY LACE OC-65)EXISTING ROOF FASCIA PAINTED (BENJAMIN MOORE CHANTILLY LACE OC-65)STEPPED MiraTEC FASCIA 5/4x10 w/ 1x4EXISTING TRIM PAINTED TO MATCH JAMES HARDIE DEEP OCEAN1-1/2" STANDING SEAM METAL ROOFDOUGLAS FIR BRACKET, TYP. w/ STAINED FINISHDOUGLAS FIR BEAM, w/ STAINED FINISH6" GALV-ALUM. HALF-ROUND GUTTERS w/ 4" ROUND DOWNSPOUTSLOPE4" GALV-ALUM ROUND DOWNSPOUTPROPOSED 'SIGNAGE' BY OWNEREQ EQ EQ EQA102210' - 0" 10' - 0" 3' - 9 1/2"3A102LINE OF ROOF OVERHANGDOUGLAS FIR BRACKET, TYP.GARAGET/GARAGE SLAB0' - 0"T/BRACKET7' - 6"7' - 6"2' - 5" 1' - 6"CL3" 12"GRADE1-1/2" STANDING SEAM COPPER METAL ROOFSLIP SHEET UNDERLAYMENTICE & WATER BARRIER2x6 T&G DOUGLAS FIR SHEATHING2x8 DOUGLAS FIR RAFTER @ 16" O.C.ROOF TYPE -R2MiraTEC FASCIA 5/4x10, PTD.CONTINUOUS DRIP EDGE AT ROOF EDGE TO MATCH METAL ROOF6x8 DOUGLAS FIR BEAM, w/ STAINED FINISHDOUGLAS FIR BRACKET, w/ STAINED FINISHA10246" GALV-ALUM. HALF-ROUND GUTTER2' - 5"1' - 6"45°1 1/2"1"2 1/2"1 3/4" 2' - 5"1"3/4"3 3/4"1 1/2"3' - 0"3/4" 3 1/2" 3/4"5"CLR: 9'-0"5 1/2"2 1/2"WOOD DOWELED CONNECTIONS, TYP.PROVIDE 1/2 DIA. x 6" LAG BOLTS (COUNTERSUNK AND PLUGGED)EXISTING WALL CONSTRUCTIONDOUGLAS FIR BRACKETMiraTEC FASCIA 5/4x10, PTD.CONTINUOUS DRIP EDGE AT ROOF EDGE TO MATCH METAL ROOF6x8 DOUGLAS FIR BEAM, w/ STAINED FINISHROOF TYPE -R2WRAP ICE AND WATER UP EXISTING WALL, 8" MIN.PROVIDE COUNTER FLASHING AND SECURE TO WALL2x8 ROOF RAFTER LEDGER BOARD FASTENED THRU EXISTING WALL w/ 1/2" DIA. x 6" LAG BOLTS INTO EXTG WD. STUDS, 24" O.C. MAX., STAGGERED TOP AND BOTTOM3" 12"6" GALV-ALUM. HALF-ROUND GUTTER5 1/2"5"2' - 5 1/2"5 1/2"2 1/2"1" 3 1/2" 1"FRONT VIEWScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTIONAs indicated10/23/2023 4:49:34 PMA102GARAGE PLAN,ELEVATION andDETAILS2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE1/4" = 1'-0"2GARAGE ELEVATION1/4" = 1'-0"1FIRST FLOOR PLAN GARAGE3/4" = 1'-0"3WALL SECTION thru GARAGE CANOPY1 1/2" = 1'-0"4GARAGE ROOF BRACKET DETAILNo. Description Date
STEPPED MiraTEC FASCIA 5/4x8 w/ 1x35/4x6 MiraTEC RAKE TRIM, PTD.DOUGLAS FIR TIMBER PURLINS, STAINED, TYP.DOUGLAS FIR TIMBER GABLE END TRIM, STAINED6" GALV-ALUM. HALF-ROUND GUTTERS w/ 4" ROUND DOWNSPOUT, TYP.WINDOW AS SCHEDULEDFIBER CEMENT SMOOTH 7" LAP SIDING (DEEP OCEAN)PRO SIDING ACCESSORIES - SMOOTH OUTSIDE CORNER FOR 5/16x8.25 SIDING PTD. TO MATCH (DEEP OCEAN)1-1/2" STANDING SEAM METAL ROOFAZEK TRIM, PRIME AND PAINT, TYP.HB&G PERMACAST STRUCTURAL COLUMNNEW THERMA-TRU CLASSIC CRAFT -ARTISSA COLLECTION 3/4 LITE DOOR (CCM2804 - ACORN)2" BLUESTONE SET ON CONC. SLAB ON GRADEWINDOW AS SCHEDULED5/4x4 MiraTEC CORNER TRIM, PTD., TYP.STEPPED TRIM BAND, MiraTEC 5/4x12, 1x4 w/ AZEK AZM-6935, PTD., TYP. (TRIM PROFILE 'D')1-1/2" STANDING SEAM METAL ROOFAZEK TRIM, PRIME AND PAINT, TYP.HB&G PERMACAST STRUCTURAL COLUMN5/4x4 MiraTEC CORNER TRIM, PTD., TYP.NEW THERMA-TRU CLASSIC CRAFT -ARTISSA COLLECTION 3/4 LITE DOOR (CCM2804 - ACORN)2" BLUESTONE SET ON CONC. SLAB ON GRADEFYPON TRLV64X32 GABLE END VENT, PTD.(3) ROWS OF SNOW GUARDSEXISTING ROOF SHINGLESW2W2W2W2W2W1PRO SIDING ACCESSORIES - SMOOTH OUTSIDE CORNER FOR 5/16x8.25 SIDING PTD. TO MATCH (DEEP OCEAN)CENTER NEW WINDOW ON GABLE CENTERLINESTEPPED MiraTEC FASCIA 5/4x8 w/ 1x36" GALV-ALUM. HALF-ROUND GUTTERS w/ 4" ROUND DOWNSPOUT, TYP.FIBER CEMENT SMOOTH 7" LAP SIDING (DEEP OCEAN)1-1/2" STANDING SEAM METAL ROOFAZEK TRIM, PRIME AND PAINT, TYP.HB&G PERMACAST STRUCTURAL COLUMN, TYP.5/4x4 MiraTEC CORNER TRIM, PTD., TYP.2" BLUESTONE SET ON CONC. SLAB ON GRADESTEPPED TRIM BAND, MiraTEC 5/4x12, 1x4 w/ AZEK AZM-6935, PTD., TYP. (TRIM PROFILE 'D')(3) ROWS OF SNOW GUARDSFIBER CEMENT SMOOTH 7" LAP SIDING (DEEP OCEAN)NEW WINDOW TRIM, PTD.5/4x6 MiraTEC RAKE TRIM, PTD.2" BLUESTONE SET ON CONC. SLAB ON GRADEFYPON GABLE END VENT, PTD.1-1/2" STANDING SEAM METAL ROOFAZEK TRIM, PRIME AND PAINT, TYP.E.T.R.E.T.R.E.T.R.E.T.R.E.T.R.E.T.R.EXISTING ROOF SHINGLESE.T.R.SIDE PORCH STAIRW2W2PRO SIDING ACCESSORIES - SMOOTH OUTSIDE CORNER FOR 5/16x8.25 SIDING PTD. TO MATCH (DEEP OCEAN)NO WORKWORK AREAGABLE TRIM DETAILSCALE: 1/4" = 1'-0"3' - 11" +/- 1' - 2" 5' - 2" 1' - 2" 3' - 11" +/-5 3/4"5 1/2"8/4x12 DOUGLAS FIR GABLE TRIM. FASTENED TO BACKSIDE OF 2x SUB-FASCIAEXISTING 2xSUB-FASCIA6/4x6 DOUGLAS FIR GABLE TRIM CENTERED ON 8/4x CROSS TRIM. FASTENED TO BACKSIDE OF 2x SUB-FASCIA45°6"6" RADIUS, TYP.7' - 9 1/2"6x10 DOUGLAS FIR PURLIN, TYP.13' - 2"CLCL1212* STAIN ALL DOUGLAS FIR TRIM w/ BENJAMIN MOORE ARBORCOAT SEMI-TRANSPARENT STAIN (FRESH BREW 1232)PURLIN DETAILSCALE: 1/4" = 1'-0"DOUGLAS FIR PURLIN ELEVATION1 1/2"2" 3 1/2"2 1/2"9 1/2"7"1' - 8" +/-3" 4"6x10 DOUGLAS FIR PURLIN, TYP.EXISTING GABLE END WALL CONSTRUCTION. ADD 2x BLOCKING AT PURLIN LOCATIONS, TYP.2x SUB-FASCIANEW STEPPED FASCIAALIGNScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTION1/4" = 1'-0"10/23/2023 4:49:37 PMA201ELEVATIONS2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE1/4" = 1'-0"1FRONT ELEVATION1/4" = 1'-0"2RIGHT SIDE ELEVATIONNo. Description Date
STEPPED MiraTEC FASCIA 5/4x8 w/ 1x35/4x6 MiraTEC RAKE TRIM, PTD.6" GALV-ALUM. HALF-ROUND GUTTERS w/ 4" ROUND DOWNSPOUT, TYP.FIBER CEMENT SMOOTH 7" LAP SIDING (DEEP OCEAN)5/4x4 MiraTEC CORNER TRIM, PTD., TYP.STEPPED TRIM BAND, MiraTEC 5/4x12, 1x4 w/ AZEK AZM-6935, PTD., TYP. (TRIM PROFILE 'D')FYPON TRLV64X32 GABLE END VENT, PTD.E.T.R.E.T.R.EXISTING ROOF SHINGLES6" GALV-ALUM. HALF-ROUND GUTTERS w/ 4" ROUND DOWNSPOUT, TYP.FIBER CEMENT SMOOTH 7" LAP SIDING (DEEP OCEAN)1-1/2" STANDING SEAM METAL ROOFAZEK TRIM, PRIME AND PAINT, TYP.HB&G PERMACAST STRUCTURAL COLUMN, TYP.PRO SIDING ACCESSORIES - SMOOTH OUTSIDE CORNER FOR 5/16x8.25 SIDING PTD. TO MATCH (DEEP OCEAN)2" BLUESTONE SET ON CONC. SLAB ON GRADESTEPPED TRIM BAND, MiraTEC 5/4x12, 1x4 w/ AZEK AZM-6935, PTD., TYP. (TRIM PROFILE 'D')NEW WINDOW TRIM, PTD.E.T.R.E.T.R.E.T.R.E.T.R.E.T.R.E.T.R. E.T.R.EXISTING ROOF SHINGLESNO WORK WORK AREAScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTION1/4" = 1'-0"10/23/2023 4:49:40 PMA202ELEVATIONS2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE1/4" = 1'-0"1REAR ELEVATION1/4" = 1'-0"2LEFT SIDE ELEVATIONNo. Description Date
EXTG FIRST FL0' -0"2" THICK BLUESTONE SET ON BED OF THINSET. GROUT ALL JOINTS AND SEAL.4" CONCRETE SLAB ON GRADE w/ 6x6 W.W.M.6" MIN. COMPACTED GRAVELCONC. FOUNDATION8" CONCRETE FOUNDATION WALLHB&G PERMACAST STRUCTURAL COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP.8"T.O. BEAM8' - 2 3/4"T/ PLATE9' - 0 1/2"(2)1-3/4x7-1/4 LVL BEAM2x12 CEILING JOIST @ 16" O.C., RADIUS FOR CURVED CEILING. ATTACH EACH END TO ROOF RAFTER1-1/2" STANDING SEAM COPPER METAL ROOFSLIP SHEET UNDERLAYMENTICE & WATER BARRIER1/2" STRUCTURAL SHEATHING2x8 P.T. WD. RAFTER @ 16" O.C.ROOF TYPE -R12x10 P.T. RIDGE BEAM2' - 2"5 3/4"7"8"1/2"x3" DOUGLAS FIR T&G CEILING, STAINED6 ' - 6 1 /4 "8' - 0"B.O. FOOTING-7' - 3 1/2"MATCH EXISTING7' - 3 1/2" +/- V.I.F.8' - 2 3/4"9 3/4"A40116" 12"11 3/4"TRIM PROFILE 'A', REFER TO A/4017"6' - 6"7"2"6"EXTG FIRST FL0' -0"B.O. FOOTING-7' - 3 1/2"HB&G PERMACAST STRUCTURAL COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP.2" THICK BLUESTONE SET ON BED OF THINSET. GROUT ALL JOINTS AND SEAL.4" CONCRETE SLAB ON GRADE w/ 6x6 W.W.M.6" MIN. COMPACTED GRAVELCONC. FOUNDATION8" CONCRETE FOUNDATION WALL6 1/2" 6" 2 1/4"2x12 CEILING JOIST @ 16" O.C., RADIUS FOR CURVED CEILING. ATTACH EACH END TO ROOF RAFTERROOF RETURN BEYONDTRIM PROFILE 'C', REFER TO A401WINDOW AS SCHEDULED ALIGN HEAD HEIGHT TO ADJACENT WINDOWS HEAD HEIGHT1-1/2" STANDING SEAM COPPER METAL ROOFSLIP SHEET UNDERLAYMENTICE & WATER BARRIER1/2" STRUCTURAL SHEATHING2x8 P.T. WD. RAFTER @ 16" O.C.ROOF TYPE -R1HB&G PERMACAST SPLIT COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP. CUT AROUND EXISTING WALL CONSTRUCTION.AZEK SMOOTH TRIM 5/4x6, PRIME AND PAINTBACKER ROD AND SEALANT, TYP.AZEK SMOOTH TRIM 5/4x, PRIME AND PAINTAZEK SMOOTH TRIM 5/4x10, PRIME AND PAINTAZEK SCOTIA AZM-93, PRIME AND PAINTAZEK 1/2" SMOOTH PANEL SIDING, PRIME AND PAINTPROVIDE FLASHING TO EXISTING WALL CONSTRUCTIONHAUNCH SLAB AT EXISTING CONSTRUCTIONEXISTING FOUNDATION TO REMAINDOOR AS SCHEDULEDAZEK SCOTIA AZM-93, PRIME AND PAINTAZEK CROWN AZM-6937, PRIME AND PAINTAZEK SMOOTH TRIM 5/4x16, RADIUSED TO OPENING, PRIME AND PAINTAZEK SMOOTH TRIM 1x, RADIUSED TO OPENING, PRIME AND PAINT1/2"x3" DOUGLAS FIR T&G CEILING, STAINED.AZEK CROWN TRIM AZM-6937, PRIME AND PAINT, TYP.PROVIDE NEW EXTERIOR PENDANT LIGHT - SELECTED BY OWNER8' - 0"AZEK SMOOTH TRIM 5/4x12, PRIME AND PAINT2' - 10" 2' - 0"A4012INFILL WALL FROM EXISTING WINDOW REMOVAL w/ LIKE CONSTRUCTION, PATCH INSIDE FINISH TO MATCH EXISTINGEXISTING HEADER TO REMAINT.O. BEAM8' - 2 3/4"MATCH EXISTING7' - 3 1/2" +/- V.I.F.8' - 2 3/4"1" 11" 6" 2"(MATCH EXISTING)GRADE6"MAX.8"MAX.8"1' - 0"12" MIN. COMPACTED GRAVEL BELOW STAIRCAST IN PLACE CONC. STAIR. TIE INTO FOUNDATION WALL w/ #4 BAR @ 16" O.C.2" THICK BLUESTONE TREAD SET ON BED OF THINSET8"ScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTION3/4" = 1'-0"10/23/2023 4:49:41 PMA301WALL SECTIONS2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE3/4" = 1'-0"1WALL SECTION thru FRONT ENTRY3/4" = 1'-0"2WALL SECTION thru FRONT ENTRYNo. Description Date
EXTG FIRST FL0' -0"BACKER ROD AND SEALANT, TYP.PROVIDE FLASHING TO EXISTING WALL CONSTRUCTIONHAUNCH SLAB AT EXISTING CONSTRUCTIONEXISTING FOUNDATION TO REMAIN4" 12"8"8' - 2 1/4"1/2"x3" DOUGLAS FIR T&G CEILING ON 2x4 WD. FRAMING @ 16" O.C., w/ STAINED FINISH, TYP.AZEK CROWN AZM-6937 TRIM, PRIME AND PAINT, TYP.B.O. FOOTING-7' - 3 1/2"T.O. BEAM8' - 2 3/4"MATCH EXISTING7' - 3 1/2" +/- V.I.F.8' - 2 3/4"2" THICK BLUESTONE SET ON BED OF THINSET. GROUT ALL JOINTS AND SEAL.4" CONCRETE SLAB ON GRADE w/ 6x6 W.W.M.6" MIN. COMPACTED GRAVELCONC. FOUNDATION8" CONCRETE FOUNDATION WALLHB&G PERMACAST STRUCTURAL COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP.(2)1-3/4x7-1/4 LVL BEAMTRIM PROFILE 'C', REFER TO A/4019"5' - 3 1/2"8 1/2"1' - 10 1/2"WINDOW AS SCHEDULED ALIGN HEAD HEIGHT TO ADJACENT WINDOWS HEAD HEIGHTHEADER AS SCHEDULED2x8 WD. LEDGER BOARD1-1/2" STANDING SEAM COPPER METAL ROOFSLIP SHEET UNDERLAYMENTICE & WATER BARRIER1/2" STRUCTURAL SHEATHING2x8 P.T. WD. RAFTER @ 16" O.C.ROOF TYPE -R1AZEK TRADITIONAL TRIM 5/4x8A4013EXTG FIRST FL0' -0"B.O. FOOTING-7' - 3 1/2"T.O. BEAM8' - 2 3/4"2" THICK BLUESTONE SET ON BED OF THINSET. GROUT ALL JOINTS AND SEAL.4" CONCRETE SLAB ON GRADE w/ 6x6 W.W.M.6" MIN. COMPACTED GRAVELGRADE12" MIN. COMPACTED GRAVEL BELOW STAIRCAST IN PLACE CONC. STAIR. TIE INTO FOUNDATION WALL w/ #4 BAR @ 16" O.C.8' - 2 3/4"MATCH EXISTING7' - 3 1/2" +/- V.I.F.HB&G PERMACAST STRUCTURAL COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP.6"MAX.8"MAX.8"1' - 0"2" 6" 11" 1"2" THICK BLUESTONE TREAD SET ON BED OF THINSET1/2"x3" DOUGLAS FIR T&G CEILING ON 2x4 WD. FRAMING @ 16" O.C., w/ STAINED FINISH, TYP.AZEK CROWN AZM-6937 TRIM, PRIME AND PAINT, TYP.(2)1-3/4x7-1/4 LVL BEAMTRIM PROFILE 'C', REFER TO A/4014" 12"9"1-1/2" STANDING SEAM COPPER METAL ROOFSLIP SHEET UNDERLAYMENTICE & WATER BARRIER1/2" STRUCTURAL SHEATHING2x8 P.T. WD. RAFTER @ 16" O.C.ROOF TYPE -R12x10 HIP RAFTER8' - 2 1/4"8"ScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTION3/4" = 1'-0"10/23/2023 4:49:42 PMA302WALL SECTIONS2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE3/4" = 1'-0"1WALL SECTION thru SIDE PORCH3/4" = 1'-0"2WALL SECTION thru SIDE PORCH STAIRNo. Description Date
ROOF TYPE - R11/2"x3" DOUGLAS FIR T&G CEILING, STAINED2x12 CEILING JOIST @ 16" O.C., RADIUS FOR CURVED CEILING. ATTACH EACH END TO ROOF RAFTERTRIM PROFILE 'A', REFER TO A/401(2)1-3/4x7-1/4 LVL BEAM2x4 P.T. WD. BLOCKING, TYP.2x4 WD. @ 16" O.C. w/ SILL PLATE AND DOUBLE TOP PLATEHB&G PERMACAST STRUCTURAL COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP.2x6 P.T. WD. BLOCKINGAZEK CROWN AZM-43, PRIME AND PAINT2x P.T. WD. BLOCKING @ 16" O.C.2x6 WD. SUB FASCIACONTINUOUS DRIP EDGE AT ROOF EDGE TO MATCH METAL ROOF2x P.T. WD. BLOCKING AS REQUIREDSEALANT AT JOINT, TYP.2x P.T. WD. BLOCKING BETWEEN COLUMN AND BEAM (AT COLUMN LOCATION ONLY - NOT SHOWN)T.O. BEAM8' - 2 3/4"T/ PLATE9' - 0 1/2"9 3/4"6" 12"5 1/2"7"7"11 3/4"AZEK TRADITIONAL TRIM 5/4x6AZEK CROWN AZM-438 1/4"3 3/4"2 3/4"1/4"3 3/4" 8 1/2" 3 3/4"AZEK CROWN AZM-6937AZEK TRADITIONAL TRIM 5/4x10AZEK TRADITIONAL TRIM 1xAZEK TRADITIONAL TRIM 1x2 3/4"6 1/2"2 3/4"1/4"AZEK TRADITIONAL TRIM 5/4x6AZEK CROWN AZM-434 3/4"5 1/2"AZEK SMOOTH TRIM 1x6, PRIME AND PAINT2x10 P.T. WD. LADDER FRAMING 2x8 P.T. WD. RAFTERS2x3 P.T. WD. BLOCKING7/16" COMPOSITE SHEATHINGAZEK 1/2" SMOOTH PANEL SIDING, PRIME AND PAINTTRIM PROFILE 'C', REFER TO A4012x P.T. WD. BLOCKING @ 16" O.C.CONTINUOUS DRIP EDGE AT ROOF EDGE TO MATCH METAL ROOFROOF TYPE - R16 1/2" 6" 2 1/4"HB&G PERMACAST STRUCTURAL COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP.HB&G PERMACAST SPLIT COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP.EXISTING EXTERIOR WALLAZEK SMOOTH 5/4 TRIM, CUT TO ALIGN WITH COLUMN BASE. PRIME AND PAINT, TYP.AZEK SCOTIA AZM-93 TRIM, PRIME AND PAINT, TYP.AZEK 1/2" THICK SMOOTH SHEET, PRIME AND PAINT, TYP.7/16" COMPOSITE SHEATHING, TYP.(2)2x4 ON FLAT, COPE TOP AND BASE AROUND COLUMN CAPITAL AND BASE, TYP.2' - 0"FACE OF EXISTING SHEATHINGAZEK CROWN AZM-43AZEK TRADITIONAL TRIM 5/4x12AZEK TRADITIONAL TRIM 1xAZEK TRADITIONAL TRIM 1x6 1/2"2 3/4"AZEK CROWN AZM-69371/4"2 3/4" 8 1/2"1/4"AZEK TRADITIONAL TRIM 5/4x88"T.O. BEAM8' - 2 3/4"4" 12"ROOF TYPE - R11/2"x3" DOUGLAS FIR T&G CEILING, STAINED2x4 CEILING JOIST @ 16" O.C.TRIM PROFILE 'B', REFER TO A/401(2)1-3/4x7-1/4 LVL BEAM2x4 P.T. WD. BLOCKING, TYP.2x4 WD. DOUBLE TOP PLATEHB&G PERMACAST STRUCTURAL COLUMN. PLAIN 8" SQUARE SIZE, 8' TALL. PRIME AND PAINT, TYP.2x6 WD. SUB FASCIACONTINUOUS DRIP EDGE AT ROOF EDGE TO MATCH METAL ROOF2x P.T. WD. BLOCKING BETWEEN COLUMN AND BEAM (AT COLUMN LOCATION ONLY - NOT SHOWN)2x6 WD. BLOCKING5 1 /2 "2x P.T. WD. BLOCKING @ 16" O.C.2x WD. BLOCKING AS REQUIRED9"AZEK CROWN AZM-6937 TRIM, PRIME AND PAINT, TYP.MiraTEC TRIM 5/4x12MiraTEC TRIM 1x43 1/2"7 3/4"AZEK AZM-69351/4"STEPPED MiraTEC FASCIA 5/4x8 w/ 1x3, PTD.ALIGNFACE OF EXISTING SHEATHINGNEW 2x6 SUB-FASCIAEXISTING ROOF SHEATHINGEXISTING ROOF SHINGLESALUM. WHITE DRIP EDGE, TYP.1x4 DOUGLAS FIR VERTICAL GRAIN 'V-GROOVE' T&G SOFFIT, STAINED FINISH. EXISTING ROOF FRAMINGEXISTING EXTERIOR SHEATHINGNEW HOUSE WRAP5/4x6 MiraTEC RAKE TRIM, PTD.FIBER CEMENT SMOOTH 7" LAP SIDING (DEEP OCEAN)1' - 2" +/- V.I.F.NEW 2x WD. BLOCKINGMiraTEC FASCIA 5/4x8, PTD.NEW 5/4x3 WD. BLOCKINGEXISTING ROOF SHEATHINGEXISTING ROOF SHINGLESALUM. WHITE DRIP EDGE, TYP.1x4 DOUGLAS FIR VERTICAL GRAIN 'V-GROOVE' T&G SOFFIT, STAINED FINISH. EXISTING EXTERIOR SHEATHINGNEW HOUSE WRAP5/4x MiraTEC RAKE TRIM, PTD.FIBER CEMENT SMOOTH 7" LAP SIDING (DEEP OCEAN)NEW 2x3 WD. BLOCKINGEXISTING ROOF FRAMINGCOR-A-VENT S400 (BLACK)2x3 WD. BLOCKING BETWEEN EXISTING RAFTERSALIGN6" GALV-ALUM. HALF-ROUND GUTTERSScaleProject numberDateDrawn byChecked byClifton Park, New YorkPhone: 518.429.8093email: kbuff@kpbarchitecture.comClient:Project:PERMIT SET / ISSUED FOR CONSTRUCTIONAs indicated10/23/2023 4:49:43 PMA401ENLARGEDDETAILS2023.0660 GRANITESTREET10.23.2023KWKPBREIDY RESIDENCE1 1/2" = 1'-0"1WALL DETAIL at PORCH BEAM3" = 1'-0"5TRIM PROFILE 'A'3" = 1'-0"7TRIM PROFILE 'C'1 1/2" = 1'-0"2WALL DETAIL at PORCH ROOF EDGE3" = 1'-0"4PLAN DETAIL at PORCH COLUMN3" = 1'-0"6TRIM PROFILE 'B'1 1/2" = 1'-0"3WALL DETAIL thru SIDE PORCH ROOF3" = 1'-0"8TRIM PROFILE 'D'1 1/2" = 1'-0"9GABLE END STEPPED FASCIA DETAIL1 1/2" = 1'-0"10FASCIA DETAILNo. Description Date
PHOTOGRAPHS
Existing Front View - 60 Granite Street (subject property)
Existing Front and Side Porch – 60 Granite Street (subject property)
45 Granite Street
47 Granite Street
49 Granite Street
50 Granite Street
54 Granite Street
Neighbor’s Detached Garage (62 Greenfield Avenue) to the Left/North of Front Entrance to 60 Granite
Street (Subject Property)
Existing Garage – 60 Granite Street (subject property). Detached garage is located on Brackett Lane
which runs parallel with Granite Street.
Primary attached garage – 54 Granite Street - located off Brackett Lane
Second garage – detached – 54 Granite Street and adjacent property – located off Brackett Lane
Garage for 73 State Street – located off Brackett Lane
Garage – 85 State Street - located off Brackett Lane