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Home My WebLink About20231041 153 Van Dam Exterior Modifications Plans (2)153 Van Dam StreetHome RenovationCity of Saratoga SpringsSarartoga County, State of New YorkOctober 4, 2024PREPARED FOR:ARCHITECTURE AND DESIGN:Erin and Fabio Maciel153 Van Dam StreetSaratoga Springs, NY 12866Urban Landscape StudioLandscape Architecture PLLC153 Van Dam Street Saratoga Springs, New York 12286Phone: 347.541.0281Contact: Erin Maciel, RLA, ASLAwww.uls-ny.comDRAWING LIST:KEY MAP:AOOOCOVER SHEETA001 EyTERIOR PHOTOSL100SITE PLAN н ZONING ANALYSISA100FIRST FLOOR DEMO PLANA101 FOUNDATION PLANA102FIRST FLOOR PLANA103FIRST FLOOR FRAMING PLANA104REFLECTED CEILING PLANA105EyTERIOR ELEVATIONSA106STRUCTURAL CROSS SECTIONSA107MATERIAL TABLESA108 ROOF PLANGENERAL NOTES1.ALL CONSTRUCTION TO COMPLY WITH THE 2020RESIDENTIAL CODE OF NEW YORK STATE (RCNYS).THE 202 ENERGY CONSERVATION CODE OF NEWYORK STATE (ECCNYS), AND ALL APPLICABLELAWS, STATUTES, AND ALL LOCAL REULES ANDREGULARIONS.2.THE BUILDER IS SOLELY RESPONSILBE TO COMPLYWITH ALL LAWS, RULES, ORDINANCES, ANDORDERS OF ANY PUBLIC AUTHORIYY BEARING ONTHE PERFORMANCE OF THE WORK.3.THE BUILDES IS SOLELY RESPONSILBE FOR ALLCONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES, AND PROCEDURES FOR COODINATINGALL PORTIONS OF THE WORK.4.THE PROFESSIONAL SERVIES OF THE ENGINEER DONOT EXTEND TO OR INCLUDE THE DESIGN, REVIEWOR ENGINEERING OF ANY PORTION OF THE:a.BUILDING SITE INCLUDING SUBSURFACEDRAINAGEb.BUIDLING OR SITE MECHANICAL SYSTEMSc.ARCHITECTURAL FINISH MATERIALS AND/ORSYSTEMSd.SITE OBSERVATION OF THE CONTRACTORSWORK OR PERFORMANCE.THUS, THE ENGINEER IS NOT RESPONSILBE AND ISTO BE HELD HARMLESS BY ALL PARTIES FROM ANYCLAIM OR SUIT WHATSOEVER, INCLUDING ALLPAYMENS OR COSTS INVOLVED ARISING FROM ORALLEGED TO HAVE ARISEN FROM WORK OUTSIDEOF THE ENGINEERS SCOPE OF WORK.5.IS IS THE BUILDERS RESPONSIBILITY TO REVIEWALL DRAWINGS, DIMENSIONING, AND DETAILINGAND TO ASSESS AND VERIFY MEASUREMENTS OFEXISTING CONDITIONS PRIOR TO CONSTRUCTION.NOTIFY ENGINEER OF ANY DISCREPENANCIES PRIORTO START OF WORK.6.DRAWINGS NOT TO BE SCALED FOR FIELD WORKPURPOSES.7.ALL DIMENSIONS SHOWN ARE TO FACE OFSTRUCTURAL MEMBER UNLESS OTHERWISENOTED.8.WHERE THE TERM 'TYPICAL' IS USED ON THEDRAWINGS, THE ITEM/DETAIL IS TO BEUSED/APPLIED AT ALL PRACTICAL INSTANACESTHROUGHOUT THE PROJECT.9.ALL WINDOWS INTENDED FOR EMERGENCY EGRESSSHALL HAVE A MAX SILL HEIGHT OF 44'' OFFFINISHED FLOOR.10.STAIRS 8-1/4'' MAX RISE, 9'' MINIMUM RUN, ¾'' TO1-1/4'' NOSING, 27'' MIN BETWEEN HANDRAILS,STAIR RAILINGS TO BE 34'' TO 36'' ABOVE FINISHFLOOR, 6-8'' MIN VERTICAL HEADROOM AT STAIRS.PROVIDE LIGHT IN STAIRCASE.11.GUARDS SHALL BE PROVIDED WHEN ANYWALKING SURFACE, STAIR, LANDING, OR RAMP ISLOCATED MORE THAN 30'' FROM GRADE. HEIGHTOF GUARDSTO BE 36'' MIN, , WITH THE EXCEPTIONOF A 34'' MIN. HEIGHT AT SLOPED RAILS.REQUIRED GUARDS SHALL NOT HAVE AN OPENINGGREATER THAN THAT TO ALLOW A 4'' SHPERE TOPASS. ANY OPENING BETWEEN RISER/TREAD ANDRAIL SHALL NOT ALLOW A 6'' SHPERE TO PASS.12.ALL GARAGE WALLS AND CEILINGS TO BECOVERED WITH 5/8'' TYPE 'X' GYP BO ON GARAGESIDE AND 1.2'' GYP. BD ON HOUSE SIDE.13.DOORS FROM GARAGE TO LIVING AREA SHALL BEMETAL INSURALTED 45 MIN. ''C'' LABLE ASSEMBLYWITH SELF CLOSURE.14.FIRE STOPPING SHALL BE PROVIDED AS PER THERCNYS, NO MORE THAN 10'-0'' O.C. VERTICALLY.15.ALL FRAMING LUMBER TO BE SPF #2 OR BETTER(Fb= 775PSI).16.ALL STL HARDWARE AND FASTERNERS INCONTACT WITH MASONRY OR PRESSURE TREATEDLUMBER TO HAVE MFR. APPLIED G-185 SINCGALVANIZED (MIN.) COATING OR APPROVED EQUAL.17.ALL HEADERS TO BE (2) 2X10'S ON EXTERIORWALLS AND 2X4 CRIBBED HDR. ON INTERIORWALLS UNLESS OTHERWISE NOTED.18.ALL HEADERS IN BEARING WALLS ON OPENINGS5'-0'' OR GREATER SHALL BE SUPPORTED ON EACHSIDE BY A MINIMUM OF TWO (2) STUDS THE SIZE OFTHE ADJACENT BEARING WALL (USE SINGLE STUDSFOR OPENINGS UNDER 5'-0'')19.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGSAND DOUBLE JOISTS UNDER ALL PARALLELPARTITIONS ABOVE WHICH EXCEED 8'-0'' IN HEIGHT(EXCEPTION DO NO USE DOUBLE JOISTS UNDERPLUMBING WALLS).20.PROVIDE DIRECT OUTSIDE COMBUSTION AIR FORFIREPLACES IN ACCORDANCE WITH THE ECCNYS,PROVIDE GLASS FIREPLACE DOORS.21.NO DEVICE INSTALLED IN A FIREPLACE THAT USES AGASEOUS FUEL FOR IT S OPERATION SHALL BEEQUIPPED WITH A CONTINOUSLY OPERATEDSTANDING PILOT LIGHT.22.CHIMNEY TO BE 24' ABOVE AN STRUCTURE WITHIN10'-0'' RADIUS AND 36'' ABOVE THE ROOFPENETRATION.23.BUILDING TO BE CONSTRUCTED AND INSULATED INCOMPLIANCE WITH ECCNYS ''U''. ''R''AND INFILTRATIONVALUES FOR ALL DOORS AND WINDOWS.24.INSULATION SHALL BE INSTALLED IN A MANNERTHAT PROVIDES CONTINUITY OF INSULATION AT PLATELINES, SILL LINES, BAND JOISTS AND CORNERS.25.ALL JOINTS AND OPENINGSIN THE BUILDINGENVELOPE SYSTEM, INCLUDING THOSE AROUNDWINDOWS AND DOOR FRAMES, BETWEEN WALLS ANDROOF/CEILINGS, BETWEEN WALLS AND FLOORS ANDFOUNDATIONS, BETWEEN WALL PANELS, AT UTILITYSERVICE PENETRATIONS AND BETWEEN DISSIMILIARMATERIALS SHALL BE CAULKED, GASKETED,WEATHER STRIPPED, OR OTHERWISE SEALED.26.ALL BUILDING ENEVELOPE ELEMENTS THAT CONTAINMATERIALS WHICH ARE CAPABLE OF ABSORBING ORTAKING UP AND HOLDING MOISTURE SHALL BEPROTECTED BY A VAPOR BARRIER RETARDERLOCATED ON THE WARM SIDE OF THE INSULATION.27.AIR INFILTRATION BARRIERS SHALL BE INSTALLEDWHETHER A VENTILATED SIDING MATERIAL ISINSTALLED OR THE SIDING TECHNIQUENECCESSITATES A LOOSE FITTING APPLICATION.28.ELEMENTS OF BUILDING MECHANICAL SYSTEMSSHOWN ARE FOR PLACEMENT ONLY.29.…. IN ACCORDANCE WITH RCNYS APPLICABLE TOPLUMBING AND THE N.Y. STATE HEALTHDEPARTMENT REQUIREMETNS.30.….. AND INSTALLED IN CONFORMITY WITH ANSINATIONAL ELECTRICAL CODE AND SHALL MEET ALLLOCAL DOES.31.…. RATED LISTED AND COMPLY WITH THE NECINCLUDING GROUND FAULT PROTECTION FOR ALL …32.… DOOR TO ACCOMMODATE 3-1/2'' TRIM.33.SMOKE DETECTORS SHALL BE INSTALLED IN EACHSLEEPING SPACE, OUTSIDE EACH SLEEPING AREA,AND AT EACH FLOOR. ALL SMOKE DETECTORS TO BEHARDWIRED AND PERMANENT AND EQUIPPED WITH ABATTERY BACKUP.34.CARBON MONOXIDE DETECTORS SHALL BE LISTEDAND LABELD AS COMPLYING WITH UL 2004-2002(SINGLE AND MULTIPLE STATION CARBON MONOIXDEALARMS)35.SUBMIT SHOP DRAWINGS OF ALL ENGINEEREDFLOOR/ROOF SYSTEMS TO ENGINEER PRIOR TOFABRICATION.36.FOUNDATION NOTES1.DIMENSIONS SHOWN ARE TO FACE OF CONCRETEWALL.2.DESIGN AND LAYOUT OF SITE AND FOUNDATIONDRAINAGE IS BY OTHERS.3.FOUNDATION WATERPROOFING SYSTEM DESIGN ANDSPECIFICATION IS BY OTHERS.4.FOUNDATION LAYOUT TO BE VERFIED BY LICENSEDPROFESSIONAL LAND SURVEYOR.5.FOOTING, PIERS AND WALLS TO BE 5000 PSI … 5%CALCIUM CHLORIDE WITH 5% TO 7% AIR ENTRAINED6.WALLS/FOOTINGS/PEIRS/LEVELING BED …. SHALLHAVE … X 8'' DOWELS (8'' …) AT 48'' OC AND WITHCORNER IF A LEVELING BED IS USED. SHALL HAVE ….AND HAVE A MINIMUM OF (2) REBARS CAST IN PLACE.7.ALL INTERIOR CONCRETE SLABS ON GRADE TO BE AMINIM OF 4'' THICK AND 2500 PSI, PLACEMENT OFEXPANSION CONTROL JOINTS … AS PER ACJ MANUALOF PRACTICE, LATEST EDITION, SEE NOTE ABOVE ANDCOORDINATE VAPOR BARRIER MATERIAL SELECTIONAND INSULATION AS REQUIRED.8.GARAGE, PORCH, CARPORT AND EXTERIOR SLABSAND STEPS TO BE A MIN OF 4'' THICK 3500 PSI MAX ,WIHTH 5 % TO … AIR ENTRAINED WITH …RECOMMENDED FOR ALL SLABS CAST ON GRADE(MIN.).9.WHERE REQUIRED STEP FOOTINGS NO MORE 1VERTICAL TO 2 HORIZONTAL LIFT NOT TO EXCEED 24''REINFORCEMENT TO BE CONTINUOUS AND STEPPEDFOOTINGS TO BE CAST MONOLITHICALLY.10.PROVIDE (2) #5 BARS (MIN.) EACH SIDE OF ANYOPENING IN WALL 12'' OR GREATER UNLESSOTHERWISE NOTED.11.ALL MASONRY WALLS TO HAVE MED WT. W.W.TREINFORCEMENT AT EACH COURSE LAP SPLICE JOINT12'' (MIN.) AND USE PREFABRICATED CORNERS ANDTEES.12.ALL CORES OF ALL CMU WALLS TO BE GROUTED INACCORD WITH NCMA TEX 3-2 'GROUTING FORCONCRETE MASONRY WALLS'13.MAXIMUM GROUT LIFT SHALL BE 42'' HOLD GROUT4'' FROM TOP OF CMU TO ALLOW FOR INTERLOCKWITH NEXT LIFT14.FILL ALL COLUMNS, BEAMS, AND PICKETS NEATWITH NON-SHRINK GROUT AFTER COLUMN BEAM HASHAD FINAL SET.15.ALL OPENINGS NOT SHOWN OR SCHEDULED SHALLHAVE STEEL LINTELS AS FOLLOWS:a.0-24'' (1) L4X4X1/4''b.24-60'' (2) L4X4X3/4''c.60'' AND UPNOT PERMITTEDALL LINTELS SHALL HAVE MIN BEARING OF 8'' EACHSIDE. SEE NOTE 10 ABOVE.ALL FOOTING PENETRATIONS SHALL NOT DISRUPTREINFORMCEMENT. HAVE A MINIMUM OF 6'' CONCCOVER AND (3) #5 BARS ABVE THAT EXTEND 18''BEYOND PENETRATION16.ALL ITEMS SHOWN ARE TYPICAL ANDRECONNEDNED MINIMUMS. ONSITE UPSIZING OFREINFORCEMENT IS PERMITED UNDER THEFOLLOWING CONDITIONS:a.REINFORCEMENT SHALL NOT BE DECREASED INSIZE OR LAPb.NO BARS SHALL BE UPSIZED MORE THAN TWOSIZESc.BAR FREQUENCY SHALL NOT BE DECREASEDMORE THAN 30%18.ALL REINFORCEMENT SHALL HAVE A MINIMUMCLEAR COVER PER ACI 318-14 AND 332-14.19.SPLICES IN REINFORCEMENT BARS NOT SHOWNSHALL HAVE A MINIMUM LAP OF 30 BAR DIAMETERSAND BE TIED NEAT WITH TIE WIRE AT 12'' O.C.NYS ENERGY CONSERVATION CONSTRUCTION CODEMINIMUM COMPONENT VALUESCEILING R-VALUE49 (L)WOOD FRAME WALL R-VALUE 20 TO 13+6MASS WALL R-VALUE (I) 13/17FLOOR R-VALUE 30 (G)BASEMENT WALL R-VALUE (C)15/19SLAB R-VALUE D. DEPTH10, 2 FT.CRAWLSPACE WALL R-VALUE (C) 15/19FENESTRATION U-FACTOR (B)0.32SKYLIGHT U-FACTOR (B)0.55GLAZED FENESTRATION SHGC (B.E) NRA.R- VALUES ARE MINIMUMS U-FACTORS AND SHGCARE MAXIMUMS R-19 BATTS COMPRESSED INTO ANOMINAL 2X6 FRAMING CAVITY SUCH THAT THER-VALUE IS REDUCED BY R-1 OR MORE SHALL BEMARKED WITH THE COMPRESSED BATT R-VALUE INADDITION TO THE FULL THICKNESS R-VALUE.B.THE FENESTRATION U-FACTOR COLUMN EXCLUDESSKYLIGHTS THE SHGC COLUMN APPLIES TO ALLGLAZED FENESTRATIONC.''15/19'' MEANS R 15 CONTINUOUS INSULATEDSHEATHING ON THE INTERIOR OR EXTERIOR OF THEHOME OR R 19 CAVITY INSULATION AT THE INTERIOROF THE BASEMENT WALL ''10/13'' MEANS R 10CONTINOUS INSULATED SHEATHING ON THE INTEROROR EXTERIOR OF THE HOME OF R-13 CAVITYINSULATION AT THE INTERIOR OF THE BASEMENTWALL.D.R-5 SHALL BE ADDED TO THE REQUIRED SLAB EDGE.R-VALUES FOR HEATED SLABS INSULATION DEPTHSHALL BE THE DEPTH OF THE FOOTING OR 2 FEETWHICHEVER IS LESS IN ZONES 1 THROUGH 3 FORHEATED SLABS.E.THERE ARE NO SHGC REQUIREMENTS IN THE MARINEZONE.F.BASEMENT WALL INSULATION IS NOT REQUIRED INWARM-HUMID LOCATIONS.G.OR INSULATION SUFFICIENT TO FILL THE FRAMINGCAVITY R-19 IS MINIMUM.H.''13+5” MEANS R13 CAVITY INSULATION PLUS R-5INSULATED SHEATHING IF STRUCTURAL SHEATHINGCOVERS 25 PERCENT OR LESS OF THE EXTERIOR,INSULATING SHEATHING IS NOT REQUIRED WHERESTRUCTURAL SHEATHING IS USED IF STRUCTURALSHEATHING COVERES MORE THAN 25 PERCENT OFEXTERIOR. STRUCTURAL SHEATHING SHALL BESUPPLEMENTED WITH INSULATED SHEATHING OF ATLEAST R-2.I.THE SECOND R-VALUE APPLIES WHEN MORE THANHALF THE INSULATION IS ON THE INTERIOR OF THEWALL.J.FOR IMPACT RATED FENESTRATION COMPLYING WITHSECTION R301 2.1.2 OF THE INTERNATIONALRESIDENTIAL CODE OR SECTION 1608 1.2 OF THEINTERNATIONAL BUILDING CODE. THE MAXIMUMU-FACTOR SHALL BE 0.75 IN ZONE 2 AND 0.65 IN ZONE3.K.HEATING AND COOLING SYSTEMS TO BE SIZED BASEDON BUILDING LOADS CALCULATED IN ACCORDANCEWITH ACCA MANUAL.L.R-38 SHALL BE DEEMED TO SATISFY THEREQUIREMENT OF R-49 WHEN THE FULL HEIGHT OFTHE UNCOMPRESSED R 38 EXTENDS OVER THE WALLTOP PLATE AT EAVES (R402.2.1)M.CEILINGS DIRECT APPLIED TO ROOF RAFTERS MAYBE INSULATED WITH R-30 MIN. THIS REDUCTION INSULATION VALUE SHALL BE LIMITED TO 500 SQ FEETOR 20% OF THE TOTAL INSULATED CEILING.WHICHEVER IS LESS.N.NOT LESS THAN 75% OF THE LAMPS IN PERMANENTLYINSTALLED LIGHTING FIXTURES SHALL BE HIGHEFFICIANCY LAMPS OR NOT LESS THAN 75% OF THEPERMANENTLY INSTALLED LIGHTING FIXTURES SHALLCONTAIN ONLY HIGH EFFICIANCY LAMPS. TABLENEEDEDDESIGN LOADSLOADLIVEDEAD TOTALUNIT SOURCEASSUMED SUBSTRATE CAPACITY 2000PSFBACKFILL130PCFLOWER LEVEL405090PSFTABLE R301.5CONCRETE DECKS405090PSFTABLE R301.5WOOD DECKS 401050PSFTABLE R301.5EXTERIOR BALCONIES401060PSFTABLE R301.5FLOORS401050PSFTABLE R301.5CEILINGS1010PSFTABLE R301.5ROOF (SNOW)*501060PSFTABLE R301.2(5)WIND 115MPHFIGURE R301.2(4)A*GROUND SNOW LOAD, NO SLOPE REDUCTIONTABLE NEEDED!SPAN< 12'-0''12'-0'' TO 20'-0'' > 20'-0''DEFLECTION LIMITLL TLLLTLLLL TLFLOOR JOISTS L/480L/360L/500L/480L/720L/600FLOOR BEAMSL/360L/240L/360L/240L/480L/360CEILING JOISTSL/360L/240L/480L/360L/800L/480ROOF RAFTERSL/360L/240L/360L/240L/480L/360ROOF BEAMS L/360L/240L/360L/240L/480L/360NOTE L = CLEAR SPAN OF MEMBER PLUS ½ BEARINGEACH SIDEA CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202401L001EyISTING CONDITION EyTERIOR PHOTOSNOT TO SCALE02L001EXISTINGCONDITIONPHOTOSFRONT FACADE- LOOKING NORTHWESTERN FACADE- LOOKING NORTHFRONT PORCH- LOOKING EASTFRONT AND EASTERN FACADE- LOOKING NORTH WESTEASTERN FACADE- LOOKING NORTHEASTERN FACADE- LOOKING WESTEASTERN FACADE- LOOKING SOUTHWEST 11'-0"26'-8"LIMIT OF WORK 28'-4"8'-2" LIMIT OF WORK28'-0"1'-5"8'-03 4" 8'-0" 3'-5"612" 10'-4" 7'-09 16" 6'-212"EXISTING DECK33'-7"67'-11"9"28'-112"EXISTING DRIVEWAYCLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202401L002PROPOSED SITE PLANSCALE 1'' с 40'03L002PROPOSEDSITE PLANN0BAR SCALE1 inch = ft.408016080ZONING DISTRICT: URBAN RESIDENTIAL-3(EXISTING FIGURES) (PROPOSED FIGURES)MAXIMUM BUILDINGCOVERAGE PERCENTAGE:PRINCIPAL BUILDING: 30 (13.2) (14.68)ACCESSORY BUILDING:10 (NA)MIN YARD SETBACK (FEET):FRONT:10 (27.4)REAR:25 (68.0) EACH SIDE: 4 (0.45')/(29.75') TOTAL SIDE: 12 (30.2')PRINCIPAL BUILDINGS:MINIMUM 1ST FLOOR AREA(SF):1 STORY= 1,354.50 (1458)2 STORY= 1054 (1458)MAX HEIGHT (FEET): 60 (22) (26)MINIMUM DISTANCE TOACCESSORY BUILDING (FT): NAPRINCIPAL BUILDING: 5FRONT LOT LINE: 10SIDE LOT LINE: 5REAR LOT LINE: 5MINIMUM % TO REMAIN PERMEABLE: 25 NA 3'-1112"LIMIT OF WORK LIMIT OF WORK28'-1112"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202401A100FIRST FLOOR DEMOLITION PLANSCALE 1'' с 40'04A100FIRST FLOORDEMOLITIONPLANN0BAR SCALE1 inch = ft.20408040 INTERFACE WITH EXISTING MASONRY FOUNDATIONREINFORCEMENT DOWELED AT 18'' O.C.VERTICAL WITH 4'' EMBEDMENT. INTERFACEWITH NEW FOOTING TO HAVE A MIN.(2) 04 X 12'' DOWELS AT 4'' MIN. EMBEDMENT (TYPICAL).2 X 10 P 1 JOISTSAT 16'' O.C.NEW 8'' THICK CONCRETE FROST WALL8"1'NEW CRAWLSPACE'' CONCRETE SLAB OVER ML POLY VAEXISTING MASONRY FOUNDATION WALLEXISTING LIVING ROOMEXISTING EXTERIOR CEDAR DECKEXISTING KITCHEN/ DINETTEEXISTINGCLOSETEXISTINGCLOSET11'-0" FLUSH26'-8"EXISTING FOUNDATIONLIMIT OF WORK FOUNDATION PLAN28'-4"7'-9" LIMIT OF WORK28'-0"1'-5"8'-03 4" 7'-7" 3'-5"612" 10'-4" 7'-09 16" 6'-212" 1'-7"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202405A101FOUNDATIONPLAN01A101FOUNDATION PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040 4"6" LIMIT OF WORK4'-8"9'-4"4'-03 8"9'-4"8'-03 4"28'-0"7'-09 16"4'-8"4'-03 8" 8'-0" 9'-95 16"5'-1012"1'-7"4'-1012"8'-112"6'-412"11"8'-812"EXISTING EXTERIOR CEDAR DECKEXISTINGCLOSETLIMIT OF WORK LIMIT OF WORK CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202406A102FIRST FLOORPLAN01A102FIRST FLOOR PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040 EXISTING MASONRY FOUNDATION WALLEXISTING EXTERIOR CEDAR DECKEXISTING KITCHEN/ DINETTEEXISTINGCLOSETEXISTINGCLOSET1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"7'-012"28'-0"LIMIT OF WORK LIMIT OF WORK LIMIT OF WORK 3 AV-6.1 3 AV-6.1 3AV-6.110'-8"11'-0"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-4"1'-2"1'-4"1'-4"2'-11" 6" 10'-8"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202407A103FIRST FLOORFRAMING PLAN01A103FIRST FLOOR FRAMING PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040 FLOOR PLANLIMIT OF WORK 6'-7" 6" 3'-11" 6"912"912"27'-1112"8"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202408A104REFLECTEDCEILING PLAN01A105SECOND FLOOR PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040 Arch. Giuseppe ConteArch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe ConteSOUTH FACADEArch. Giuseppe ConteArch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte Arch. Giuseppe ConteArch. Giuseppe Conte 2'-1112"24'-512"8'-0"EAST FACADEArch. Giuseppe ConteArch. Giuseppe Conte 28'-0"4'-912"6'-212"2'-1112"612"1'-412"4'-8"6'-212"6'-3"4'-8"7"18'-3"4'-0"6" 1'-812" 10'-4"8'-812"3'-612"5'-612"6'-3"412"5"4'-1112"512"5"1'-0"1"112"1'-0"212"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202409A10501A106EyTERIOR ELEVATIONS - EyISTING AND PROPOSEDSCALE 1'' с 60'EXTERIORELEVATIONS0BAR SCALE1 inch = ft.306012060 8'-6"CEILING HEIGHT10'-4"8"4'-3"1"2"8'-6"8"11'-0"912"1'-6"4'-0"512"1'-4"15'-3"14'-612"10'-4"18'-3"7'-9" top bridge 24'-512"6"6"6"10'-6"1'-0"9'-0"8"6'-9"UNDER BRIDGE 8"2"2'-0"912"912"6"1'-0"1'-7"4'-0"4'-0"1'-7"1'-2"6"6"16'-012"DRAINAGE ALONG FOUNDATIONSET IN #2 CRUSHED STONEEXISTING MASONRY WALLEXISTING EARTH- TOP WITH 4 INCHESOF COMPACTED #2 CRUSHED STONE15'-0"7'-9" 8'-1" (FIRST STEP TOP OF LVL) 9'-3" (2ND FLOOR) 8'-6" (2ND FLOOR)10'-4"8" 4'-3" 1" 2" 8'-6" 8"11'-0"912"1'-6" 4'-0" 512" 1'-4" 15'-3" 14'-612" 10'-4" 18'-3" 7'-9" top bridge 24'-512" 6" 6" 6" 10'-6"1'-0"9'-0"8"6'-9" UNDER BRIDGE 8" 2"2'-0"912"912"6"1'-0"1'-7"8'-6" CEILING HEIGHT 4'-0"4'-0"1'-2"1'-4"6"6"5'-0"5'-0"EXISTING MASONRY WALLEXISTING EARTH- TOP WITH 4 INCHESOF COMPACTED #2 CRUSHED STONEDRAINAGE ALONG FOUNDATIONSET IN #2 CRUSHED STONECLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202410A106ASTRUCTURALCROSS SECTIONS0BAR SCALE1 inch = ft.1530603001A107STRUCTURAL CROSS SECTION- LOOKING NORTH (STREET SIDE)SCALE 1'' с 30'02A107STRUCTURAL CROSS SECTION- LOOKING SOUTH (BACKYARD)SCALE 1'' с 30' 8"4'-3"26'-8"28'-0"8"1"4'-912"4'-8"7'-9" 8'-1" (FIRST STEP TOP OF LVL) 9'-3" (2ND FLOOR) 8'-0" 8'-2" 8"7'-8" 8"2'-712"2'-712"3'-812" 8'-8" 14'-612" 8'-6" (2ND FLOOR) 8'-6"CEILING HEIGHT DRAINAGE ALONG FOUNDATIONSET IN #2 CRUSHED STONE15'-212"CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202410A106B02A107STRUCTURAL CROSS SECTION- LOOKING WESTSCALE 1'' с 30'STRUCTURALCROSS SECTIONS0BAR SCALE1 inch = ft.15306030 CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202411A10701A107LIGHT AND VENT SCHEDULENOT TO SCALEMATERIAL TABLES02A107DOOR SCHEDULENOT TO SCALE03A107WINDOW SCHEDULENOT TO SCALE04A107SIDING SCHEDULENOT TO SCALEDOOR SCHEDULEMODELUNIT SIZETYPECONSTRUCTIONGLASSSPRINGEGRESS (SF)WIDTHHEIGHTVENTAREA (SF)HEADERHEADERHGT.HPI 30833'-0'' y 7'- 0''INSWING DOOR BYANDERSON- E-SERIES-HPI 3070FIBREy (WOOD)DOORLOW-E TEMPERED GLASSNA21' S.F.3'-0''7'-0''21' SFDRYWALLWITHSTUDS1'-4''WINDOW SCHEDULEMODELUNIT SIZETYPECONSTRUCTIONGLASSSPRINGEGRESS (SF)WIDTHHEIGHTVENT AREA(SF)REMARKSHEADERHEADER HGT.20-3050-206'-11 1ͬ2Η ǆ4'-11 1ͬ2ΗSINGLE-HUNGFIBREy(WOOD)WINDOWLOW-ETEMPEREDGLASSSTANDARDLOCK ANDKEEPER33'- 6 1ͬ2''5'-6 1ͬ2''10ANDERSON100-SERIESTYPICAL WALLPROFILE (SEENOTES)24''20-2026-206'-11 1ͬ2Η ǆ4'-11 1ͬ2ΗSINGLE-HUNGFIBREy(WOOD)WINDOWLOW-ETEMPEREDGLASSSTANDARDLOCK ANDKEEPER1.752'-11.5''4'-11.5''3.0ANDERSON100-SERIESTYPICAL WALLPROFILE (SEENOTES)18''LIGHT AND VENT SCHEDULEROOM NAMEROOM AREA (SQ FT)REQUIRED NATURAL LIGHT (SQFT)ACTUAL NATURAL LIGHT (SQFT)REQUIRED VENT (SQFT)ACTUAL VENT (SQ FT)EGRESS OPEN'G (SQ FT)NEW DEN- GUESTBEDROOM308.0018.4821.3220.0 SQF24.0012.00NEW UPSTAIRS BEDROOM308.0018.4821.3220.0 SQF30.0015.00SIDING AND ROOF SCHEDULEPRODUCTCOLORSPECLP SMART SIDING SMOOTHDESERT STONE6'' LAP SIDINGLP SMART SIDING SMOOTHSNOWSCAPE WHITE4'' TRIM BOARDSLP SMART VERTICAL PANEL SMOOTHSNOWSCAPE WHITE12'' BOARD WITH 2.5'' SEAMAsphalt Shingles (Match Eǆisting Roof)GreyMatch Eǆisting CEILING PLANLIMIT OF WORK CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202412A108REFLECTEDCEILING PLAN01A108ROOF PLANSCALE 1'' с 40'N0BAR SCALE1 inch = ft.20408040 CLIENTPROJECTRENOVATIONHOME PROPOSED SARATOGA SPRINGS, NY153 VAN DAM STREETMACIELOctober 4, 202412A109SIDING DETAILS01A109EyISTING LAP SIDING (BENEATH ALUMINUM SIDING)02A109PROPOSED LAP SIDING - LP SMART SMOOTH SIDING 6'' (5'' REVEAL)N.T.S.N.T.S.