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2024.05.15_3 Cooke Ave_IFPWDREF.4" CONC. SLABUPBOILERELECSTEPBASEMENTFINISHEDBASEMENTOVERALL18' - 0"OVERALL26' - 0"10"10"10"BASEMENTSAWCUT DOOR OPENING UNDER EXISTING VENT WINDOW2'/6"X6'/8"RETAINING WALL2'/8"X2'/0"AWN2'/8"X2'/0"AWN3'/0"X6'/8"INSUL.AA2004' - 0"4' - 0"INFILL EXISTING VENT WINDOWPIN TO EXISTINGFOUNDATIONEXISTING FOUNDATIONEXISTING FOUNDATIONEXISTING FOUNDATIONPIN TO EXISTINGFOUNDATION(CONC. BELOW)(N.I.C.)(N.I.C.)EXIST'G BEAM + COLUMNS42" VANITYLINENBATH10' - 5"6' - 8 1/2"8' - 5"3' - 0"2' - 10"2'/6"X6'/8"2' - 10"15' - 4"INSULATE BATHROOM WALLS10' - 0"A2004A200512' - 2"6' - 0"5' - 6"5' - 6"18"X18"X12" SPREAD FTG.(3) 2X10(3) 2X10(3) 2X104" STEEL PIPE COLUMNw/ SPRINGFIELD PLATE2' - 0"EXISTING HOUSEPROPOSED ADDITONCOOKE AVENEXISTING DRIVEWAYEXIST'GGARAGE1ST -465 SFBSMT -465 SFAA200NEW OPEN'G3' - 0"(3) 2X10INFILLINFILLINFILLOVERALL26' - 0"5'/0"X6'/8"BI-FOLD5'/0"X6'/8"BI-FOLDBEDROOMBEDROOMCLOSETCLOSET2'/8"X6'/8"2'/8"X6'/8"2'/6"X6'/8"2'/0"X6'/8"LIN.BATH17' - 5"9' - 2"5' - 6"9' - 5"10' - 5"5' - 1"5' - 0"3' - 10"7' - 3"6' - 7 1/2"42" VANITY2' - 4 1/2"1' - 3"9' - 5 1/2"SHEAR4' - 0"SHEAR4' - 0"5' - 2 1/2"8' - 5 1/2"3' - 7 1/2"2'/8"X6'/0" DH2'/8"X6'/0" DH2'/8"X6'/0" DH2'/8"X6'/0" DH2' - 0"R-30 CLOSED CELL SPRAY FOAM INSUL.(QUEEN)(QUEEN)2'/8"X6'/0" DHDININGKITCHEN LAUNDRYUPDNLIVINGDNBATHFOYER(N.I.C.)(N.I.C.)(N.I.C.)(N.I.C.)(N.I.C.)A2004A2003A2005AA200MEMBRANE ROOFING(REQUIRED)EXISTING HOUSE1" / 12"1" / 12"Issue Date:Drawn By:Printed on: Sheet Title:RevisionsChecked By:JOSEPH A. LEAMING ARCHITECTURAL DESIGNERPHONE # 413-668-5528104 W. MAIN STREETWARE, MA 01082FOR PERMIT + CONSTRUCTIONC:\Users\Joe\Desktop\24-42 - 3 Cooke Ave\3 Cooke Ave.rvt5/15/2024 12:29:23 PM24-4205/15/2024A100FLOOR PLANSCHAVEZ RESIDENCE3 COOKE AVENORTHAMPTON, MA, 01060NEW ADDITION FOR :JALJAL0'2'4'8'16'• DESIGNER SHALL BE NOTIFIED IF DETAILS NEED TO BE ADJUSTED DUE TO FIELD CONDITIONS.• THE FOLLOWING MINIMUM LOADS WERE USED IN THE DESIGN OF THE STRUCTURE ACCORDING TO THE MASSACHUSETTS STATE BUILDING CODE (IRC 2015 WITH MA AMENDMENTS):SNOW LOAD -ROOF SNOW LOAD -35 PSFLIVE LOAD -FIRST FLOOR LOAD -40 PSFEXTERIOR WALL SHEAR BRACING -CONT. SHEATHING (STAGGERED)SOIL BEARING PRESSURE = 3,000 PSF (ASSUMED)• REINFORCED CONCRETE SHALL CONFORM TO THE ACI SPECIFICATION 318 (CURRENT EDITION)• MINIMUM CONCRETE STRENGTH AT 28 DAYS -F'C = 3000 PSI • REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO ASTM SPECIFICATION A 615 -GRADE 60• REINFORCING STEEL FABRICATION SHALL BE IN ACCORDANCE WITH THE CRSI CODE OF STANDARD PRACTICE• REINFORCING STEEL SHALL HAVE THE FOLLOWING CLEAR CONCRETE COVER UNLESS OTHERWISE NOTED: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -3 IN.FORMED CONCRETE SURFACES IN CONTACT WITH SOIL, WATER -2 IN.• ALL SPLICED BARS SHALL HAVE A MIN LAP OF 40 BAR DIAMETERS UNLESS OTHERWISE NOTED.• ALL MATERIALS SHOWN SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION.• ALL GROUT USED SHALL BE FIVE STAR EPOXY GROUT BY U.S. GROUT CORP, (OR EQUAL)• PROVIDE 12 INCH MINIMUM COMPACTED STRUCTURAL FILL BELOW ALL FOOTINGS AND SLABS.• ALL WOOD MEMBERS TO BE SPRUCE PINE FIR• WALL SHEATHING TO BE 15/32" APA STRUCTURAL 1 RATED PLYWOOD SHEATHING EXP. 1 OR EXT. 8d NAILS SPACED @ 6" O.C. (ALL DIRECTIONS) MIN. NAIL PENETRATION, 1-5/8" • ALL HEADERS IN BEARING WALL TO BE 3 -2X10. ALL HEADERS IN NON LOAD BEARING WALLS TO BE 2 -2X8.STRUCTURAL NOTES1/4" = 1'-0"1FOUNDATION PLANKEY PLAN• EXTERIOR WALL ASSEMBLIES: 2X6 WALL ASSEMBLY 16" O.C. WITH 15/32 EXTERIOR GRADE PLYWOOD SHEATHING, SIDING, TYVEC (OR SIMILAR)R-21 BATT INSULATION WITH 6 MIL. CONTINUOUS POLY VAPOR RETARDER LAP SEAMS 16". COVER WITH 1/2" THICK GYPSUM WALL BOARD FINISH• INTERIOR WALL ASSEMBLIES: 2X4 WALL ASSEMBLY 16" O.C. WITH 1/2" GWB FINISH (BOTH SIDES)(BATHROOMS) : 2X4 WALL ASSEMBLY 16" O.C. WITH 1/2" GWB MOISTURE RESISTANT ON WET SIDE AND 1/2" GWB ON OTHER SIDEWALL TYPES1/4" = 1'-0"2PROPOSED FLOOR PLAN1/4" = 1'-0"3ROOF PLANNo. Description Date1 ISSUED FOR PERMIT 2024.05.15EXISTING CONTEXT FIRST FLOOR0' -0"BASEMENT-7' -10 3/4"SECOND FLOOR8' -5"EXISTING SECOND FLOOR WINDOWGRADER-60 SPRAY FOAM INSUL.1/2" GYP. BD. FINISHVINYL SOFFITOVER.1' - 0"HURRICANECLIPS (TYP.)GALV. HANGERS(TYP.)MEMBRANE ROOFING(TYP.)5/8" CDX PLYWOODROOF SHEATHING2X12 JOISTS 16" O.C. -NO. 2 GRADESOLID BRIDGING(MID SPAN)2X12 LEDGERLEDGER LOCKED TO EXSITING STRUCTUREWD STRAPPING 16" O.C.PVC FASCIA + GUTTERR-30 CLOSED CELL SPRAY FOAM INSUL15/32" PLYWOOD SHEATHINGVINYL SIDINGMATCH HOUSE2X6 STUDS16" O.C.CONT #4 BARTHREADED J-HOOK7" MIN EMBED48" O.C. (12" MAX FROM CORNER)PT 2X6 PLATEFND. WALL HEIGHT6' - 0"10" EXP.8" MIN.2X10 FLOOR JOISTS16" O.C.R-30 BATTBASEMENTBEDROOM / BATHROOMCOORD. FLOOR LEVELSTO BE ALIGNED(NO STEP)3/4" T+G SUBFLOORGLUED + SCREWEDVAPOR BARRIER12" GRAVEL FILL LAYER4" CONC. SLAB10"20"2" KEYWAYSTUD WALL HEIGHT7' - 3"1" / 12"LEDGER HEIGHT8' - 8 1/2"CRIPPLE WALL3' - 0"COORD. FLOOR LEVELSTO BE ALIGNED(NO STEP)1/2" GYP. BD. FINISHFINISHED CLG HEIGHT6' - 11 1/2"CONC. HEIGHT4' - 0"EXISTING HOUSE4'-0" MIN DEPTHFIRST FLOOR0' -0"BASEMENT-7' -10 3/4"SECOND FLOOR8' -5"AA200VINYL SIDINGMATCH HOUSEPVC TRIMBOARDSHUTTERSGRADEEXISTING HOUSENEW ADDITIONMEMBRANE ROOFSTEP2' - 0"2' - 0"FIRST FLOOR0' -0"BASEMENT-7' -10 3/4"SECOND FLOOR8' -5"DROP TOP OF FNDTO ACCOMODATE DEEPER FLOOR JOIST1" / 12"10' - 0"STEP3' - 0"GRADEVINYL SIDINGMATCH HOUSEPROPOSED ADDITIONEXISTING HOUSEPVC TRIMBOARDSHUTTERSGRADENEW ADDITIONVINYL SIDINGMATCH HOUSEPVC TRIMBOARDEXTERIOR LIGHT1" / 12"(WALK OUT)Issue Date: Drawn By:Printed on: Sheet Title:RevisionsChecked By:JOSEPH A. LEAMING ARCHITECTURAL DESIGNERPHONE # 413-668-5528104 W. MAIN STREETWARE, MA 01082FOR PERMIT + CONSTRUCTIONC:\Users\Joe\Desktop\24-42 - 3 Cooke Ave\3 Cooke Ave.rvt5/15/2024 12:29:28 PM24-4205/15/2024A200EXTERIORELEVATIONS +SECTIONSCHAVEZ RESIDENCE3 COOKE AVENORTHAMPTON, MA, 01060NEW ADDITION FOR :JALJAL0'2'4'8'16'1/2" = 1'-0"AADDITION SECTIONNo. Description Date1 ISSUED FOR PERMIT 2024.05.151/4" = 1'-0"4WEST ELEVATION1/4" = 1'-0"3SOUTH ELEVATION (STREET FACING)1/4" = 1'-0"5NORTH ELEVATION