Loading...
31A-196 60 WASHINGTON AVEWASHINGTON AVENUEDRYAD'S GREENGARAGE1-STORYKITCHEN& MUDROOM2-STORY1-STORY12' - 5"19' - 4"6"47' - 6"14' - 2"27' - 6"77' - 0"75' - 0"62' - 11"14' - 0"20' - 9"28' - 9"24' - 4"15' - 5"SETBACK15' SIDESETBACK15' SIDESETBACK10' FRONTSETBACK10' FRONTSETBACK20' SIDE1' - 6"380 SFASPHALTDRIVEWAYWASHINGTON AVENUEDRYAD'S GREEN1' - 6" ENLARGEMENT4' - 1" ENLARGEMENT47' - 6"14' - 2"27' - 6"77' - 0"75' - 0"22' - 10"(EXST)GARAGE(EXST)2-STORY2-STORYENLARGMENT2-STORYENLARGEMENTSETBACK15' SIDESETBACK15' SIDESETBACK10' FRONTSETBACK10' FRONTSETBACK20' SIDECOVEREDENTRYCOVEREDENTRY62' - 11"10' - 0"3' - 0"9' - 8"0"EXISTING FOOTPRINT TO BE REDUCED19' - 4"380 SFASPHALTDRIVEWAY22' - 9 1/2"AREA OF VERTICAL ENLARGEMENT(EXISTING 1-STORY → NEW 2-STORY)AREA OF HORIZONTAL ENLARGEMENT(NEW 2-STORY)PROPERTY LINESETBACK LINEOPEN SPACEAREA OF EXISTING FOOPRINTTO BE REMOVEDDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:42 AMSP-1As indicatedSITE PLAN & NOTESWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 3/32" = 1'-0"1EXISTING SITE PLAN 3/32" = 1'-0"3PROPOSED SITE PLAN4PROPOSED AXON2EXISTING AXONSHEET LISTSP-1 SITE PLAN & NOTESD-1 DEMOLITION PLANSA-1 BASEMENT & FIRST FLOOR PLANSA-2 SECOND FLOOR & ROOF PLANSA-3 ELEVATIONSA-4 SECTIONS & DETAILSA-5 INTERIOR ELEVATIONSA-6 DOORS & WINDOWSS-1 FOUNDATION & FIRST FLOOR FRAMINGS-2 SECOND FLOOR & ROOF FRAMINGP-1 PLUMBING/HVACE-1 ELECTRICAL PLANSFRAMING LUMBERA. INTERIOR STRUCTURAL MEMBERS TO BENO. 2 OR BETTER EASTERN SPRUCE. E=1,000,000 PSI UNLESS OTHERWISE NOTEDB. EXTERIOR STRUCTURAL MEMBERS TO BENO. 1 OR BETTER PRESSURE-TREATEDSOUTHERN YELLOW PINE E=1,700,000 PSIUNLESS OTHERWISE NOTEDLOADING ASSUMPTIONSDESIGN WIND SPEED: 90 MPHPER 780 CMR 51.00, TABLE R301.2(4)ROOFA. 40 PSF GROUND SNOW LOAD PER 780 CMR51.00, TABLE R301.2(5)B. 10 PSF DEAD LOADFLOORSA. 40 PSF LIVE LOADB. 10 PSF DEAD LOADFRAMING NOTES1. ALL LVL BEAMS AND GIRDERS TO BENAILED AND BRACED IN CONFORMANCEWITH MANUFACTURER'S STANDARDS.2. SILL PLATES TO BE PRESSURE-TREADEDON INSULATED SILL GASKET3. PROVIDE TERMITE SHIELD UNDER SILL ATTOP OF FOUNDATION WALL4. PROVIDE 1 1/2" AIR SPACE ABOVEBLOCKING AT RAFTERS.5. NAIL ALL FRAMING MEMBERS ANDSHEATHING PER CODE6. PROVIDE HEADERS AT ALL WINDOWS ANDDOORS AS INDICATED ON FRAMING PLANS.PROVIDE JACK STUDS AS INDICATED OR ASREQUIRED BY CODE.7. USE JOIST HANGERS AND ALL FLOORFRAMING. PROVIDE APPROPRIATE HANGERCOATING FOR LOCATION/USE.8. FLOOR SHEATHING TO BE GLUED ANDSCREWED TO JOISTS.9. PROVIDE BLOCK AT ROOF RAFTERS AT MIDSPAN & OVER EXTERIOR BEARING WALLS.10. EXTERIOR WALL FRAMING TO BE 2x6 @ 16"OC UNLESS OTHERWISE NOTED.11. SHEATHING TO BE APA RATED EXTERIORGRADE 1/2".12. SUBFLOOR TO BE 23/32" T&G ENGINEERDFLOORING PANEL UNLESS OTHERWISENOTED.13. PROVIDE FIRESTOPPING AS REQUIRED BYCODE.14. ALL STEEL TO BE ASTM A-36 OR BETTER.15. SHOP-PRIME ALL STEEL WORK16. ALL WELDS TO BE SUBJECT TO FIELDINSPECTION & NON-DESTRUCTUVETESTING. ALL WELDS TO BE GROUNDSMOOTH.17. PROVIDE HURRICANE ANCHORS AT ROOFRAFTERS TO EXTERIOR WALL TOP PLATE &AT FLOOR SYSTEM TO SILL PLATES.ZONING DIAGRAM KEYURB ZONING DIAGRAMPLOT PLANZONING INFORMATIONPARCEL ID: 31A-196ZONING DISTRICT: URBLOT AREA: 5100 SFSTRUCTURAL NOTESCONCRETE MATERIALSCONCRETE SHALL HAVE 28-DAY MINIMUMCOMPRESIVE STRENGTH OF 3000 PSI.A. PORTLAND CEMENT: ASTM C1250, TYPE 1B. AGGREGATE: ASTM C33. (LOCAL AGGREGATEMAY BE SUBSTITUTED SUBJECT TO APPROVAL)C. WATER: POTABLED. AIR-ENTRAINING ADMIXTURE: ASTM C260E. WATER-REDUCING ADMIXTURE: ASTM C494 (ASREQUIRED)F. CALCIUM CHLORIDE SHALL NOT BE USED.CONCRETE NOTES1. ALL WORK SHALL CONFORM WITH STATE ANDLOCAL CODES AND ACI 318-05 FORREINFORCED CONCRETE.2. ALL REINFORCING STEEL SHALL BE INSPECTEDPRIOR TO CONCRETE PLACEMENT.3. ANY TRADES REQUIRING SLEEVING/CONDUITWITHIN CONCRETE SLAB SHALL COORDINATESUCH WORK, INCLUDING GROUNDING OFSTEEL REINFORCEMENT.4. PROTECT CONCRETE FROM PHYSICALDAMAGE OR REDUCTION OF STRENGTH DUETO WEATHER DURING MIXING, PLACEMENT,AND CURING. COMPLY WITH ACI 305 IN HOTWEATHER. COMPLY WITH ACI 306 IN COLDWEATHER.5. CONTRACTOR SHALL BE RESPONSIBLE FORSAFETY OF CONSTRUCTION DURING ANDAFTER FORMWORK REMOVAL.6. FOOTING SIDE FORMS MAY BE REMOVEDAFTER TWO DAYS. WALL FORMS MAY BEREMOVED AFTER THREE DAYS. MEASURE TIMEIN DAYS OF GOOD CURING TEMERATURESWITH A 24-HOUR AVERAGE OF AT LEAST 50DEGREE FAHRENHEIT. AT LOWERTEMPERATURES ADDITIONAL TIME SHALL BEADDED TO PRODUCE EQUAL STRENGTH.7. ALL FOOTINGS TO BE 48" MINIMUM BELOWFINISHED DRADE ON INDISTURBED SOIL WITHBEARING CAPACITY OF 4000 PSI.8. ALL FOUNDATION STEM WALLS TO BE KEYEDINTO FOOTINGS.9. SILL ANCHOR BOLTS TO BE 1/2" DIAM. BY 12"LONG THREADED BOLT, SET 12" MAXIMUM INBOTH DIMENSIONS FROM EACH CORNER.BOLTS SHALL BE PLACED AT 48" OC AROUNDPERIMETER.10. REINFORCE CONCRETE WALLS WITH TWO #5BARS AT BOTH TOP AND BOTTOM. ENSURECONTINUITY AT PERIMETER AND AROUNDCORNERS.11. REINFORCE FOOTINGS AS REQUIRED BYSTATE AND LOCAL CODE.12. DEFORMED REINFORCING BARS TO CONFORMTO ASTM A615, GRADE 60.13. CONCRETE SLAB ON GRADE TO BE 5" THICKREINFORCED WITH 1 LAYER WELDED WIREMESH. PROVIDE 2" INSULATION UNDERNEATHAND AT SLAB EDGE. PROVIDE GRADEPROTECTION WHERE REQUIRED.14. EXTERIOR FACE OF CONCRETE FOUNDATIONWALL TO BE WATERPROOFED.15. PROVIDE TERMITE SHIELD UNDER SILL AT TOPOF FOUNDATION WALL.16. PROVIDE FOOTING DRAINS PITCHED AWAYFROM BUILDING.FOUNDATION/CONCRETE NOTES1. ALL WRITTEN NOTES AND SPECIFICATIONS TOBE CONSIDERED INTEGRAL TO DRAWINGS.SPECIFICATIONS SHALL GOVERN IN CASES OFCONFLICT/DISCREPANCY.2. ALL WORK TO CONFORM TO STATE AND LOCALCODES.3. CONTRACTOR SHALL APPLY FOR ALL PERMITS.PERMITS SHALL BE OBTAINED PRIOR TO STARTOF CONSTRUCTION.4. ALL WORK SHALL BE GUARANTEED AGAINSMATERIAL DEFECTS AND WARRANTIED FORONE YEAR AFTER FINAL PAYMENT.5. CONTRACTOR TO COORDINATE ALLSUBCONTRACTORS INCLUDING CARPENTRY,CONCRETE, MECHANICAL, PLUMBING, ANDELECTRICAL.6. CONTRACTOR AND SUB-CONTRACTORS SHALLVISIT SITE AND BECOME FAMILIAR WITHCONDITION PRIOR TO SUBMITTING PROPOSALS.NO EXTRA PAYMENTS DUE TO UNFAMILIARITYWITH CONDITIONS SHALL BE ALLOWED.7. CONTRACTORS AND SUB-CONTRACTORS SHALLVERIFY DIMENSIONS. REQUIREDCLEARANCES/ACCESS TO EQUIPMENT SHALL BECOORDINATED. AND CONFLICTS SHALL BEBROUGHT TO THE ATTENTION OF ARCHITECTPRIOR TO INSTALLATION.8. ANY CONFLICT OR INCONSISTENCY FOUND INDRAWINGS WITH NORMAL ACCEPTEDCONSTRUCTION PRACTICE SHALL BE BROUGHTTO THE ATTENTION OF ARCHITECT FORCLARIFICATION/RESOLUTION.9. NO REVISIONS TO PROPOSALS BASED ONTHESE DOCUMENTS SHALL BE ACCEPTEDWITHOUR WRITTEN APPROVAL BY THEARCHITECT.10. DRAWINGS SHALL BE CONSIDERED "NOT TOSCALE."11. ALL DIMENSIONS FROM FACE OF STUD OR FACEOF FOUNDATION UNLESS OTHERWISE NOTED.12. PROTECT ALL TREES UNLESS OTHERWISENOTED.INSULATION1. PROVIDE CONTINUOUS 6 MM VAPOR BARRIERON WARM SIDE OF INSULATION.2. EXTERIOR WALLS TO BE R21 CELLULOSE.3. ROOF TO BE R-38 OR R60 CELLULOSE ASINDICATED.4. FOUNDATION PERIMETER AND SLAB ON GRADETO BE INSULATED TO R20 WITH 2" RIGID BOARD.5. CLOSED-CELL SPRAY FOAM ALL EXTERIOR RIMJOISTS AND PLATES.GENERAL NOTES1. ELECTRICAL CONTRACTOR SHALLPROVIDE ELECTRICAL SYSTEM FORADDITION AND CONNECTIONS TO EXISTINGBUILDING.2. ALL WORK TO BE IN CONFORMANCE WITHSTATE AND LOCAL CODES AND NATIONELECTRICAL CODE (NEC).3. ELECTRICAL CONTRACTOR SHALLCOORDINATE ANY CONDITIONS WHERECODE-REQUIRED FIXTURELOCATIONS/QUANTITY/TYPES ARE NOTINDICATED.4. CONTRACTOR SHALL BE RESPONSIBLEFOR SUPPLYING QUANTITY OF FIXTURESAS REQUIRED BY CODE.5. FIXTURES SHALL BE GROUND FAULTINTERRUPT TYPE AS REQUIRED BY CODE.6. ELECTRICAL CONTRACTOR SHALLPROVIDE WIRING AND CONNECTIONS FORALL SWITCHING, LIGHTING, ANDRECEPTACLES.7. ELECTRICIAN SHALL SHALL COORIDINATEWITH MECHANICAL CONTRACTOR ANDSHALL PROVIDE POWER REQUIREMENTSOF MECHANICAL EQUIPMENT.8. DISTRIBUTION PANEL SHALL BE CLEARLYLABELED (TYPED) AS TO AREAS SERVEDBY EACH CIRCUIT. LABEL TO BE FIXED TOPANEL DOOR.9. GROUND STEEL CONCRETEREINFORCEMENT.ELECTRICAL NOTES1. MECHANICAL CONTRACTOR SHALLPREPARE A PROPOSAL FOR ARCHITECTSREVIEW AND APPROVAL.2. ALL WORK SHALL BE IN CONFORMANCEWITH STATE CODE, BOCA NATIONALPLUMBING AND HEATING CODES, ANDNFPA 1 AS AMENDED BY 527 CMR.3. SPECIFICATIONS FOR ALL EQUIPMENT TOBE PRESENTED IN WRITTEN FORM.4. PIPING LAYOUT TO BE REVIEWED ANDAPPROVED BY ARCHITECT PRIOR TOFABRICATION/INSTALLATION.5. PLUMBING FIXTURES TO BE CONNECTEDTO EXISTING LINES.6. INSULATE ALL SUPPLY LINES INUNCONDITIONED SPACES.7. PROVIDE VIBRATION-ISOLATINGCONNECTIONS TO STRUCTURE.8. ALL EXPOSED FAUCETS AND PIPING TO BEPOLISHED CHROME ON BRASS UNLESSOTHERWISE NOTED.MECHANICAL/PLUMBING NOTESEXISTING BUILT AREA: 1300 SF (25.5%)EXISTING PARKING: 380 SFEXISTING OPEN SPACE: 3420 SF (67.1%)PROPOSED BUILT AREA: 1400 SF (27.5%)PROPOSED PARKING: 380 SFPROPOSED OPEN SPACE: 3320 SF (65.1%)EXISTING BUILDING HT: 20 FTPROPOSED BUILDING HEIGHT: 23 FT DNUPREMOVE OIL TANKEXISTINGCELLAR TO BEDEMOLISHEDDEMOLISH CHIMNEYREMOVEJACK POSTSSHORE EXISTING BEAMREF.REMOVE TUBREMOVE TOILETREMOVE LAV & COUNTERREMOVE FLOORING, SUBFLOOR,AND JOISTS AT BATHROOMREMOVE PARTITION WALL & DOORREMOVE CLOSETPARTITION WALL & DOORREMOVE DORMER WINDOWRE: ROOFDEMOPLANCREATE OPENING FOR NEW DOORCREATE OPENING FOR NEW DOORDEMOLISH ROOFREMOVE DOOR TOREVERSE SWINGREMOVESLATESHINGLESDEMOLISHENTIREDEMOLISHENTIREREMOVEASPHALTSHINGLESREMOVESLATESHINGLESDEMOLISHENTIREREMOVEASPHALTSHINGLES@ GARAGEDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:24 AMD-1 1/4" = 1'-0"DEMOLITION PLANSWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 1/4" = 1'-0"1BASEMENT DEMO PLAN 1/4" = 1'-0"2FIRST FLOOR DEMO PLAN 1/4" = 1'-0"3SECOND FLOOR DEMO PLAN 1/4" = 1'-0"4ROOF DEMO PLAN DDWUPDNWUP1A-43A-4A-523121 SFPOWDER82 SFSTAIR186 SFDEN141 SFKITCHEN4' - 0"REF.270 SFGARAGE82 SFLAUNDRY124 SFENTRY311 SFLIVING/DININGDR-3DR-6DR-5DR-4C-66C-37C-55C-44C-11DH-110DR-5F.O.S.22' - 6"3' - 3"8' - 0"8' - 0"3' - 3"POLISHEDCONCRETERADIANT FLOOR8' - 1"16' - 4 1/2"16' - 4 1/2"5' - 5"42A-4C-23C-78C-69P-11C-11C-328' - 1"DR-85' - 0"INFILL EXISTINGWINDOW OPENING3' - 0"5' - 0"1' - 6"NEWTILEFLOORNEWHWFLOORDR-12INFILLWINDOWOPENINGHW STAIR TREADSTO MATCH FLOORR @5 11/32"2P.T. STAIRTREADSR @6"411' - 10"ALIGNALIGN GWB ONFURRINGSTRIPSEXTENDWALL7' - 10 1/2"12' - 4"2' - 8"4' - 4"3' - 6"6' - 4"11"8' - 3"8' - 1 1/2"3XFACE OF EXISTING BEAM/STUDFACE OF EXISTING BEAM/STUD3' - 1"3' - 1"5' - 4"7' - 5"6' - 9 1/2"2X6' - 4"6' - 0"2' - 3 1/2"2' - 0"EXISTING WINDOW JAMB3' - 0"(IN EXISTING OPENING)1' - 2 1/2"4' - 0"4' - 4"2' - 6"ALIGN7' - 6"NEW GWBTHIS ROOM1A-43A-4521 SFBASEMENT4' - 7 1/2"8' - 0"8' - 0 1/2"NEW STEEL TUBE POSTS TOSUPPORT EXISTING BEAMGARAGE ABOVE2" CONCRETE SLAB ON 6 MIL VAPOR BARRIERON GRAVEL BED2A-4DR-11REPLACE & REWIREELECTRICAL PANELAT LOCATIONNEAREST SERVICEENTRYNEW BOILER10"10"10"16' - 4 1/2"FACE OF EXISTING BEAM/STUDFACE OF EXISTING BEAM/STUD22' - 6"16' - 4 1/2"12' - 8"FACE OF EXISTINGGARAGE MASONRY10' - 4 1/2"FACE OFEXISTINGMASONRY10"10"IN EXISTING OPENINGALIGNDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:14 AMA-1 1/4" = 1'-0"BASEMENT & FIRST FLOORPLANSWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 1/4" = 1'-0"2PROPOSED FIRST FLOOR PLAN 1/4" = 1'-0"1PROPOSED BASEMENT PLAN 1A-43A-4222 SFMASTERBEDROOM168 SFBEDROOM 2261 SFBEDROOM 1DR-9DR-9C-915C-914DH-213C-811DR-72A-4C-916DH-212DH-217DH-318C-811C-811DH-219NEW ASPHALTSHINGLE ROOFON ICE & WATERSHIELD(NO STANDINGSEAMALTERNATE)23' - 2"16' - 2"3' - 0"6' - 7"ROOFINGBASE: ASPHALT SHINGLEALT: KYNAR-COATEDSTANDING SEAM STEEL60 SFBATHROOM65 SFMASTER BATH12' - 3"35 SFWALK-INNEWHWFLOOR10' - 2"TILEFLOORNEWHWFLOOREXSTEXSTEXSTDR-9DR-102" / 1'-0"2" / 1'-0"SNOW GUARDROOFINGBASE: ASPHALT SHINGLEALT: KYNAR-COATEDSTANDING SEAM STEEL10' - 0"4' - 5 3/4"5' - 1"5' - 3 1/2"2X5' - 2"7' - 7"ALIGN8' - 9 1/2"4' - 1 1/2"7' - 6 1/2"7' - 6 1/2"8' - 1" VIF 6' - 10 1/2"5' - 0"8' - 2"8' - 0"TILEFLOOR2' - 0"2' - 6"3' - 10"2' - 8"2' - 9 1/2"5' - 0"3"2' - 8"4"4"1A-43A-42A-4PLUMBING VENTROOFINGBASE: ASPHALT SHINGLEALT: KYNAR-COATED STANDING SEAM STEEL9" / 1'-0"9" / 1'-0"9" / 1'-0"9" / 1'-0"9" / 1'-0"9" / 1'-0"GUTTERGUTTERGUTTERGUTTERSGUTTERS15' - 6 1/2"10' - 3"24' - 9"DAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:16 AMA-2 1/4" = 1'-0"SECOND FLOOR & ROOF PLANSWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 1/4" = 1'-0"1PROPOSED SECOND FLOOR PLAN 1/4" = 1'-0"2PROPOSED ROOF PLAN FIRST FLOOR2' - 0"SECOND FLOOR11' - 2"EXISTING EAVE15' - 4"SITE0"LIVING/DINING8"C-55C-44DH-213C-32DH-2124" SHIPLAPGABLE VENT4" BEVEL SIDINGDR-6C-78DH-217DH-2174" BEVEL SIDING1X12 TRIM1X12 TRIM1X6 TRIM1X8 FASCIA1X6CORNER BD4" BEVEL SIDING1X6 CORNER BD1X6 CORNER BD1X6 TRIM AT JACK POSTSDOWNSPOUTGUTTERGUTTERFIRST FLOOR2' - 0"SECOND FLOOR11' - 2"BASEMENT-6' - 0"EXISTING EAVE15' - 4"SITE0"DH-110DH-219GUTTERDOWNSPOUTDR-3FIRST FLOOR2' - 0"SECOND FLOOR11' - 2"BASEMENT-6' - 0"EXISTING EAVE15' - 4"SITE0"EDGE OF EXISTING2-STORY SECTIONC-914C-915C-37C-916DH-318C-69C-66C-667' - 6"DOWNSPOUTDOWNSPOUTFIRST FLOOR2' - 0"SECOND FLOOR11' - 2"BASEMENT-6' - 0"EXISTING EAVE15' - 4"SITE0"EDGE OF EXISTING2-STORY SECTIONP-11C-11C-11C-811C-811C-811C-23C-23C-23NEW GROUPED WINDOWIN EXISTING OPENING4" BEVELSIDING1X8 TRIM1X6 CORNER BD1X6 TRIM BD1X8 FASCIASHIPLAPSHIPLAP4" BEVELSIDING1X8 TRIM1X6 CORNER BDTO MIDPOINT NEW ROOF22' - 10"GUTTERDOWNSPOUTEQEQDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:19 AMA-3 1/4" = 1'-0"ELEVATIONSWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 1/4" = 1'-0"2PROPOSED SOUTH ELEVATION 1/4" = 1'-0"3PROPOSED NORTH ELEVATION 1/4" = 1'-0"4PROPOSED EAST ELEVATION 1/4" = 1'-0"1PROPOSED WEST ELEVATION SECOND FLOOR11' - 2"SITE0"LIVING/DINING8"A-452x4 KEYWAY20"x10" CONTINUOUSWALL FOOTING2" RIGID INSULATIONALTERNATE REBARDIRECTION(2) #5 BARS AT BASE(2) #5 BARS AT TOPRADIANT SLAB5" POLISHED CONCRETE W/ 1 LAYERWIRE MESH REINFORCING ON2" RIGID INSULATION ON6 MIL POLY VAPOR BARRIER ONMIN. 12" COMPACTED GRAVEL BED8' - 0"2-2×12 HDR OVER DOOR2" INSULATION1/2" PLY1/2" GWB1/2" PLYWD SHEATHINGON VAPOR BARRIERDOUBLE 2X6 TOP PLATE1/2" GWB CLG11 7/8" PLYWD JOISTS3/4" HDWD FLOORING1/2" GWBGABLE VENTDOUBLE TOP PLATELEVEL WITH TOP PLATEAT RAFTERS2X10 RIM JOIST2X4 CRIPPLE EACHSIDE OF JOIST2X8 RAFTER TIES16" BLOWNCELLULOSE2X12 RAFTERSA-46PORCH RAFTERS1X6 FACSIA4X4 HORIZONTAL &BRACE1X6 TRIM OVERDOOR JACKSTYPICAL EXTERIOR WALL4" BEVEL PRIMED CEDAR SIDING1/2 ZIPWALL2X6 STUDS 16" OCR21 CELLULOSE1/2 GWB23/32" T&G SUBFLOORCOSUBFLOOR TO T.O. PLATEDOWNSET DOOR SILL 1 1/2"T.O.C.STANDING SEAMROOF OVER FELTUNDERLAYMENT1/2" PLYWDSHEATHING2x12 RAFTER1' - 4"2x6 DOUBLETOP PLATE1/2 GWB2x6 STUD WALL1/2 ZIPWALL SHEATHING1X6 WD TRIMSOLID WD SOFFIT2X6 OUTLOOKRAFTERS 24" OC2X6 BARGERAFTER4" SHIPLAP11"1X8 FASCIABEVEL SIDING4" SHIPLAPDRIP CAPFIRST FLOOR2' - 0"SECOND FLOOR11' - 2"EXISTING EAVE15' - 4"SITE0"EXISTING GARAGEFOUNDATION WALLRAT SLAB ON GRAVEL BED2X8 TIE16" CELLULOSECLG TO ALIGNW EXISTING2X10 RAFTERSPROPER VENTCELLULOSETYPICAL 2X6 STUD WALLTO DBL PLATE9' - 3 1/2"9 31/32"TO DBL PLATE7' - 8 15/32"(ALIGN TO EXST)4' - 6" VIF TO PLATETO DBL PLATE9' - 11 3/4"10' - 10 15/16"5' - 7 3/16"T.O. TIE8' - 6 25/32"FIRST FLOOR2' - 0"SECOND FLOOR11' - 2"BASEMENT-6' - 0"SITE0"EDGE OF EXISTING2-STORY SECTIONLIVING/DINING8"A-449' - 5"8' - 1"7' - 11"9' - 2"1' - 4"BUILD WALL UPTO NEW CLGEXISTING FLOORCONSTRUCTIONSTL POSTS TOSUPPORT EXSTBEAMT.O.C. TO DBL TOP PLATE9' - 4 5/8"1' - 0 19/32"SUBFLR - DBL TOP PLATE7' - 6 25/32"A-55FIRST FLOOR2' - 0"SECOND FLOOR11' - 2"BASEMENT-6' - 0"EXISTING EAVE15' - 4"SITE0"CLG AFF10' - 0"LIVING/DINING8"PROPER VENT11" CELLULOSEGWBCLGGWB CLGSUBFLR - DBL TOP PLATE7' - 6 25/32"14' - 0 3/4"14' - 0 3/4"T.O.C. TO DBL TOP PLATE9' - 4 5/8"1' - 0 19/32"SUBFLR TO T.O. TIE10' - 8 17/32"FIRST FLOOR2' - 0"SITE0"LIVING/DINING8"ANCHOR BOLT4"HOLD DOWNS AS REQ'D7"2"10"2x4 KEYWAY20"x10" CONTINUOUSWALL FOOTING2" RIGID INSULATIONALTERNATE REBARDIRECTION(2) #5 BARS ATTOP & BASE#4 AT HOLDDOWN2X6 SILL PLATETYPICAL EXTERIOR WALL4" BEVEL PRIMED CEDAR SIDING1/2 ZIPWALL2X6 STUDS 16" OCR21 CELLULOSE1/2 GWBPOLISHEDRADIANT SLABDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:21 AMA-4As indicatedSECTIONS & DETAILSWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 3/4" = 1'-0"4SOUTH WALL SECTION 1 1/2" = 1'-0"5RAKE EAVE DETAIL 1 1/2" = 1'-0"6GABLE TRIM DETAIL 1/4" = 1'-0"2SECTION THROUGH EAST ADDITION 1/4" = 1'-0"3LONGITUDINAL SECTION - FACING EAST 1/4" = 1'-0"1CROSS SECTION - FACING NORTH 3/4" = 1'-0"7SILL PLATE DETAIL 4 1/2"3' - 0"1' - 6"3' - 0"2' - 6"4' - 10"6"3' - 0"4" STUD WALLTOE KICK HEATERTOE KICK HEATERPULL OUT PANTRY ORGANIZERSFIRST FLOOR2' - 0"LIVING/DINING8"HW FLOORINGHW TREAD1' - 4"1' - 1"RADIANT SLAB (NO PEX UNDER STAIR)2" UPTURNED INSULATIONEXISTING BRICK FOUNDATION WALLGWBKNEEWALL3' - 4 1/2"4' - 10"3' - 6"4X4 STEEL CENTER STRINGERHW RISER1/2"2" TREAD HW HANDRAIL;ROUNDED ENDS5 11/32"1' - 1 1/2"3' - 0"1 1/2"DAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:22 AMA-5As indicatedINTERIOR ELEVATIONSWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 1/2" = 1'-0"1KITCHEN NORTH INTERIOR ELEVATION 1/2" = 1'-0"2KITCHEN EAST INTERIOR ELEVATION 1/2" = 1'-0"3KITCHEN SOUTH INTERIOR ELEVATION 1/2" = 1'-0"4KITCHEN WEST INTERIOR ELEVATION 3" = 1'-0"5STAIR DETAIL DOOR ELEVATION ADOOR ELEVATION DDOOR ELEVATION BDOOR ELEVATION EDOOR ELEVATION CDOOR ELEVATION FDOOR ELEVATION GDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:23 AMA-6 3/8" = 1'-0"DOORS & WINDOWSWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SETWINDOW SCHEDULEWINDOW # TYPEUNITQUANTITYWIDTH HEIGHT ROUGH WIDTH ROUGH HEIGHT DESCRIPTION CALL NUMBERFIRST FLOOR1 C-1 2 1' - 8" 4' - 7 1/8" 1' - 9" 4' - 7 5/8" Integrity Wood Ultrex Casement ICA21551 P-1 1 4' - 8" 4' - 7 1/8" 4' - 9" 4' - 7 5/8" Integrity Wood Ultrex Picture ICAP57552 C-3 1 1' - 4" 3' - 7 1/8" 1' - 5" 3' - 7 5/8" Integrity Wood Ultrex Casement ICA17433 C-2 3 2' - 8" 5' - 3 1/8" 2' - 9" 5' - 3 5/8" Integrity Wood Ultrex Casement ICA33634 C-4 1 3' - 0" 5' - 3 1/8" 3' - 1" 5' - 3 5/8" Integrity Wood Ultrex Casement ICA37635 C-5 1 3' - 0" 3' - 7 1/8" 3' - 1" 3' - 7 5/8" Integrity Wood Ultrex Casement ICA37436 C-6 2 2' - 8" 3' - 7 1/8" 2' - 9" 3' - 7 5/8" Integrity Wood Ultrex Casement ICA33437 C-3 1 1' - 4" 3' - 7 1/8" 1' - 5" 3' - 7 5/8" Integrity Wood Ultrex Casement ICA17438 C-7 1 2' - 0" 2' - 11 1/8" 2' - 1" 2' - 11 5/8" Integrity Wood Ultrex Casement ICA25359 C-6 1 2' - 8" 3' - 7 1/8" 2' - 9" 3' - 7 5/8" Integrity Wood Ultrex Casement ICA334310 DH-1 1 2' - 1 1/2" 2' - 11 3/4" 2' - 2 1/2" 3' - 0 1/4" Integrity Wood Ultrex Traditional Double Hung ITDH2636SECOND FLOOR11 C-8 3 2' - 8" 2' - 7 1/8" 2' - 9" 2' - 7 5/8" Integrity Wood Ultrex Casement ICA333112 DH-2 1 2' - 1 1/2" 4' - 7 3/4" 2' - 2 1/2" 4' - 8 1/4" Integrity Wood Ultrex Traditional Double Hung ITDH265613 DH-2 1 2' - 1 1/2" 4' - 7 3/4" 2' - 2 1/2" 4' - 8 1/4" Integrity Wood Ultrex Traditional Double Hung ITDH265614 C-9 1 3' - 0" 2' - 7 1/8" 3' - 1" 2' - 7 5/8" Integrity Wood Ultrex Casement ICA373115 C-9 1 3' - 0" 2' - 7 1/8" 3' - 1" 2' - 7 5/8" Integrity Wood Ultrex Casement ICA373116 C-9 1 3' - 0" 2' - 7 1/8" 3' - 1" 2' - 7 5/8" Integrity Wood Ultrex Casement ICA373117 DH-2 2 2' - 1 1/2" 4' - 7 3/4" 2' - 2 1/2" 4' - 8 1/4" Integrity Wood Ultrex Traditional Double Hung ITDH265618 DH-3 1 3' - 5 1/2" 4' - 7 3/4" 3' - 6 1/2" 4' - 8 1/4" Integrity Wood Ultrex Traditional Double Hung ITDH4256Grand total 26DOOR SCHEDULETYPE LOCATION ELEVATION WIDTH DOOR MATERIAL HEIGHT FIRE RATING NOTESBASEMENTDR-11 BASEMENT - GARAGE A 3' - 0" STL 6' - 0" 20MIN EXTERIOR SEAL & THRESHOLDFIRST FLOORDR-3 NEW ENTRY C 3' - 0" WD 6' - 8"DR-4 BASEMENT-KITCHEN A 2' - 8" WD 6' - 8"DR-5 COAT CLOSET A 3' - 0" WD 6' - 8"DR-5 POWDER ROOM A 3' - 0" WD 6' - 8"DR-6 SOUTH WALL OF ADDITION B 5' - 3" FBG 7' - 11 1/2" MARVIN IIFD5480 XODR-8 LAUNDRY ROOM CLOSET F 3' - 0" WD 7' - 0"DR-12 GARAGE A 2' - 10" STL 6' - 8" 20MIN EXTERIOR SEAL & THRESHOLDSECOND FLOORDR-7 BEDROOM 1 CLOSET E 5' - 0" WD 6' - 8"DR-9 MASTER BEDROOM G 2' - 8" WD 6' - 8"DR-9 BATHROOM G 2' - 8" WD 6' - 8"DR-9 BEDROOM 1 G 2' - 8" WD 6' - 8"DR-10 MASTER BATH POCKET D 2' - 8" WD 6' - 8" 3/8" = 1'-0"DOOR TYPES8' - 1"-- --8' - 1"8' - 1"5' - 5" 4' - 4" 10" FOUNDATION WALLON 20X10 FOOTING10" FOUNDATION WALLON 20X10 FOOTINGCONCRETE WALL AT EXISTINGDOOR OPENINGPROVIDE SLEEVING AS REQUIREDFOR RADIANT SLAB MANIFOLD(SLAB ONGRADEABOVE)24X24X12 CONCFOOTINGS ATPOSTSRAT SLAB24X24X12FOOTING4' - 8"8' - 0"8' - 1"DROP HEAD OF WALL1 1/2" AT DOOR TOACCOMMODATEDROPPED SILL10"10"16' - 4 1/2"FACE OFEXISTINGBEAM/STUDFACE OF EXISTING BEAM/STUD22' - 6"16' - 4 1/2"12' - 8"FACE OF EXISTINGGARAGE MASONRYFACE OFEXISTINGMASONRY(DOOR ABOVE)5' - 4" R.O.10' - 4 1/2"1' - 8"10"TO ANCHOR BOLT FOR HOLDDOWN4' - 10 13/16"2"2"TO ANCHOR BOLT FOR HOLDDOWN4' - 10 13/16"3.5" STL POSTS TOSHORE EXISTING BEAMPROVIDE 3 1/8" X 8" X 1/4"BEARING PLATES2X10 JOISTS16" O.C.+ SUBFLOOR5" SLAB ON GRADE15' - 11"FACE OF EXISTING BRICKFOUNDATION WALLPROVIDE CUTOUT FORDROPPED SILL OF NEWDOOR4"2X4 KNEE WALLSUPPORTING GIRDER2-2X8 GIRDER2X6 JOISTS16" OC +SUBFLOOR2-2X6 BUILT-UP POST4X4 P.T. POST2X8 PT GIRDER2X6 PT JOISTS16" OC +SUBFLOOR4' - 7 1/2"8' - 0"8' - 0 1/2"13' - 6"10' - 6"SILL PLATE EPOXY BOLTEDINTO EXISTING CONCRETEWALLEXISTNG STAIRS5' - 11"2 JACK STUDS2X10 RIM JOISTSSECOND FLOOR11' - 2"LIVING/DINING8"PER IRC 2009 TABLE R602.1 0.1.2(1)390 MPH DESIGN WIND SPEED20' BRACED WALL SPACINGSECOND FLOOR CONTINUOUS SHEATHING:3.5 FEET REQUIREDPER IRC 2009 TABLE R602.1 0.1.2(1)390 MPH DESIGN WIND SPEED20' BRACED WALL SPACINGFIRST FLOOR CONTINUOUS SHEATHING:6.5 FEET REQUIRED58"47"63"47"58"7' - 8"10' - 6"HOLD-DOWNSSIMPSON HD3B OR EQUALBRACED PANELSGRADE0"78"80"ENTIRE WALL SHEATHEDSTEM WALLBRACED PANELS8' - 10"CONTINUOUS SHEATHING NAILING:6D COMMON (2" X 0.113") NAILS• AT 6" SPACING (PANEL EDGES)• 12" SPACING (INTERMEDIATESUPPORTS)S-14S-15SILL PLATEDROPPED SILLCONCRETE SLABBEYOND1 1/2"JACKS AND FIRST STUDLIVING ROOM ELEVATION +8"2X6 SILL PLATEHOLD DOWNSIMPSON HD3BJACKS AND FIRST STUDLIVING ROOM ELEVATION +8"1 5/16"ANCHOR BOLTSIMPSON SB5/8 X 241' - 6"3" - 5"36" MIN.36" MIN.#4 BARDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:26 AMS-1As indicatedFOUNDATION & FIRST FLOORFRAMINGWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 1/4" = 1'-0"1FOUNDATION PLAN 1/4" = 1'-0"2FIRST FLOOR FRAMING PLAN 1/4" = 1'-0"3SOUTH WALL FRAMING ELEVATION 1 1/2" = 1'-0"4DROPPED SILL ELEVATION DETAIL 1 1/2" = 1'-0"5HOLD DOWN ELEVATION DETAIL 11' - 4 1/2"11' - 4 1/2"1 X 9 1/4" LVL VALLEY RAFTER(APPROX. 9' SPAN, VIF)SPANS FROM 2X6 STUD WALLTO EXISTING RIDGE BOARDHANG EXISTING RAFTERS FROM NEW VALLEYRAFTER ON STEEL JACK RAFTER HANGERS2x12 RAFTERS2X8 TIES+ 5/8 ZIP ROOF PANEL11' - 4 1/2"11' - 4 1/2"22' - 9"2x10 RAFTERS2X8 TIES16" OC + SHEATHING2X10 RIDGE BOARD2X6 STUD WALL BELOW2 - 2×8 HDR OVERWINDOW1 JACK STUDEXISTING ROOFTO REMAIN INTHIS AREA2X6 OUTLOOK RAFTERS48" OC2X6 OUTLOOKRAFTERS 48" OC2X6 RAFTERS ATOVERHANG, TYP.EDGE OFEXISTING ROOFNEW 2X8 RAFTERSTO ALIGN WITHEXISTING2 X 9 1/4" LVL VALLEY RAFTER(APPROX. 16' SPAN, VIF)SPANS FROM SOUTH WALL TOPPLATE TO EXISTING RIDGE BOARD2X6 OUTLOOKRAFTERS ATOVERHANG, TYP.2X6 RAFTERS ATOVERHANG, TYP.2X6 RAFTERS ATOVERHANG, TYP.2X12 RIDGEBOARD2 - 2×8 HDR OVERWINDOW1 JACK STUD2 - 2×12 HDROVER WINDOWS2 JACK STUDS2 - 2×8 HDROVER WINDOW2 - 2×8 HDROVER WINDOWEXISTING 2x6(ACTUAL)RAFTERSSISTER NEWRAFTER TO ALIGNWITH ADDITIONWALL2 - 2×8 HDROVER WINDOW2 - 2×8 HDROVERWINDOWS1' - 0"1' - 0"10 1/2"12" TYP10 1/2"1' - 0"DROP BEAM3 X 9 1/4" LVL11 7/8" x 1 1/2" TJI16" O.C.+ SUBFLOORCONTINUOUS 2X10 RIM JOIST11 7/8" CONTINUOUSLSL RIM BOARD2X12 LEDGER ATEXISTING WALL13' - 0"2 - 2x6 JACKS(2) 2x6 JACKS2 - 2×12 HDROVER DOOR2 JACK STUDS2 - 2×8 HDROVER WINDOW2 - 2X8 HDROVER WINDOW2X4 RAFTERS24" OC4X4 HORIZONTALSUPPORT &2X4 BRACE,BOTH SIDES4X4 TIE2 - 2×12 HDROVER WINDOWS2 JACK STUDS2 - 2×8 HDR OVERWINDOWS2 JACK STUDS2 - 2×8 HDR OVERWINDOW1 JACK STUD2 - 2×8 HDR OVERWINDOW1 JACK STUDDROP BEAM2 X 9 1/4" LVL2" BEARING(2) 2x6 JACKSBOTH ENDS2X10 JOISTS16" O.C.+SUBFLOOR2X10 RAFTERS16" O.C. +1/2" DECKING(EXISTINGGARAGE FRAMINGTO REMAIN2X4 RAFTERS24" OCHANG OFF EXISTINGSECOND FLOOR RIMJOISTSPAN RAFTERS TOEXISTING TOP PLATEBUILD UP WALL TO MEETNEW RIDGEEXISTINGBEAM2 - 2×8 HDR OVERDOOR1 JACK STUDEXISTING RIDGE BOARDEXISTING 2X6 (ACTUAL) RAFTERSATTACH TO NEW VALLEY RAFTERWITH JACK HANGERS(SIMPSON THJA26 OR EQUAL)NEW 2 X 9 1/4" LVL VALLEY RAFTERNEW 2X12 RAFTERS(SOME WALLS HIDDEN FOR CLARITY)EXISTING TOP PLATENEW 2X12 RAFTERSDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:28 AMS-2 1/4" = 1'-0"SECOND FLOOR & ROOFFRAMINGWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 1/4" = 1'-0"2ROOF FRAMING PLAN 1/4" = 1'-0"1SECOND FLOOR FRAMING PLAN3VALLEY FRAMING DIAGRAM DDWDNUPDNW222 SFMASTERBEDROOM168 SFBEDROOM 2261 SFBEDROOM 1DR-9DR-9JBOX FORCEILING FANWIRE TO SWITCHEACH RECEPTACLE: WIRE 1OUTLET TO LIGHT SWITCH 2123JBOX FORCEILING FANWIRE TO SWITCHEXISTING JBOXTO NEW SWITCHLINEARSCONCELINEARSCONCE21 SFPOWDER82 SFSTAIR186 SFDEN141 SFKITCHENREF.270 SFGARAGE82 SFLAUNDRY124 SFENTRY311 SFLIVING/DINING(HI)UNDERCABLIGHTSLIGHT WITH INTEGRATED SWITCH(HI)LIGHT WITH INTEGRATED SWITCHPOWER MICROWAVE & ELECTRIC OVENPOWER TO WASHER/DRYERDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:24 AME-1 1/4" = 1'-0"ELECTRICAL PLANSWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SET 1/4" = 1'-0"1SECOND FLOOR ELECTRICAL PLAN 1/4" = 1'-0"2FIRST FLOOR ELECTRICAL PLAN DDWWUPDNUPRAD 4RAD 5RAD 6RAD 735 SFWALK-IN65 SFMASTER BATH60 SFBATHROOM222 SFMASTERBEDROOM71 SFSTAIR168 SFBEDROOM 221 SFCLOSET261 SFBEDROOM 133 SFCLOSETWASTE RISER/VENT DNUP TO ROOF VENTDRAIN TO PASSUNDER NEW LVLDRAIN LINESRAD 8RAD 921 SFPOWDER82 SFSTAIR186 SFDEN141 SFKITCHEN4' - 0"REF.270 SFGARAGE82 SFLAUNDRY124 SFENTRY311 SFLIVING/DININGRAD 1RAD 2RADIANTSLABRAD. ABOVERAD. ABOVERAD. ABOVERAD. ABOVERAD. ABOVEWASTE RISER/VENT UP & DNHW & CW UPTO SINKSHW & CW FROM BASEMENT& UP TO BATHHW & CW UPTO SHOWERWATER & WASTE LINESLOCATED IN SOFFIT ABOVEKITCHEN CABINETSWATER LINES BETWEENJOISTS SOUTH OF LVL521 SFBASEMENTNEW GAS-FIRED BOILERON EXISTING CURBCONNECT TO EXISTING LINEMANIFOLDCONNECTION TORADIANT SLABABOVEGAS SERVICE ENTRY LOCATION (EXST)EXISTING GAS LINEEXISTING GAS LINECONNECT TO GAS RANGE ABOVE RADIANTSLABABOVEHW & CW UP TO SINK & DWTIE NEW WASTEPIPING INTO EXISTINGSANITARYNEW WASTE RISERWASTE FROM NEWWC ABOVECUT & CAP EXISTING GAS PIPINGHW & CWUP TO LAVHW & CW UP TOWASHING MACHINEDRAINRADIATOR ABOVERADIATOR ABOVEWATER TO REFRIGERATOR ABOVEDAVID WHITEHILL AIAdavidwhitehill@gmail.com347-514-256760 WASHINGTON AVENUENORTHAMPTON, MA 0106023 March 2015PERMIT & CONSTRUCTION SET3/22/2015 11:29:25 AMP-1 1/4" = 1'-0"PLUMBING/HVACWHITEHILL - HOECHSTETTER60 WASHINGTON AVENUENORTHAMPTON, MA 01060RENOVATION &ADDITION22 January 2015PRICING SETRADIATOR SCHEDULEKEY LENGTH LOCATION TYPEFIRST FLOORRAD 1 2' - 0" LAUNDRY 24" HIGHRAD 2 2' - 0" BASEMENT 24" HIGHSECOND FLOORRAD 4 3' - 0" BASEMENT 24" HIGHRAD 5 3' - 0" LIVING/DINING 24" HIGHRAD 6 2' - 0" LIVING/DINING 24" HIGHRAD 7 2' - 0" BASEMENT 24" HIGHRAD 8 3' - 0" BEDROOM 1 24" HIGHRAD 9 3' - 0" BASEMENT 24" HIGH 1/4" = 1'-0"1SECOND FLOOR PLUMBING PLAN 1/4" = 1'-0"2FIRST FLOOR PLUMBING PLAN 1/4" = 1'-0"3BASEMENT PLUMBING PLAN