23A-005 36 Meadow St4'-11" BRICK KNEE WALL AND 6'-1"EXTERIOR STONE FOUNDATIONSAND BRICK FOUNDATIONS MIXEDFLOOR JOIST 7"LANDINGWASHERDRYERBOILEROIL TANKWATERMETERBASEMENTKNEE WALLKNEE WALLKNEE WALLKNEE WALLLANDINGVDH30.5/58VAW40/18BEDROOM#1BEDROOM#2CL.CL.BUILT-INDRAWERCL.- DEMO ALL STAINED "V" GROOVE WALLS, WINDOWS, AND FRAMING-DEMO ALL PAINTED TRIM- SALVAGE 3/4" OAK T&G FLOORING-EXISTING 7'-3" CEILING HEIGHT, E.T.R.BUILT-IN CLOSETPAINTED "V" GROOVEFINISHDEMOCARPETOVERHARDWOODBONUSROOM3C.I.RADIATORC.I.RADIATOR- DEMO ALL PLASTER WALLS TO STUDS-SALVAGE EXISTING 3/4 OAK T & G FLOORING-EXISTING 7'-3" CEILING HEIGHT, E.T.R.- DEMO ALL PLASTER WALLS TO STUDS-SALVAGE EXISTING 3/4 OAK T & G FLOORING-EXISTING 7'-3" CEILING HEIGHT, E.T.R.VDH32/52.5VDH24/38VDH24/38-DEMO ALL PLASTER W/ PANELING OVER-EXISTING CEILING HEIGHT 7'-2" A.F.F, E.T.R.-DEMO MULTIPLE LAYERS OF VINYL FLOORING TO EXISTING SUBFLOOR-REMOVE ALL WALL FINISHES AS NEEDED FOR NEW WORK-EXISTING FINISHES TO REMAIN, E.T.R.-PLASTER W/ PANELING OVER-7'-7-1/4" A.F.F.-VINYL FLOORING-DEMO ALL PLASTER W/ PANELING OVER-EXISTING CEILING HEIGHT6'-9-19/32" A.F.F.-DEMO ALL VINYL FLOORINGDOWN TO SUBFLOORVDH31.25/57VDH28/38LANDINGLANDINGVDH30.5/58
VDH30.5/58VDH30.5/58VDH34.5/66
VDH34.5/66VDH34.5/66VDH34.5/66
-DEMO EXTERIOR CLAP BOARDSIDING / PAINTED-EXISTING CEILING 7'-7-7/16" A.F.F.-DEMO VINYL FLOORING DOWNTO EXISTNG SUBFLOOR-REMOVE ALL WALL FINISHES FORNEW WORK- DEMO ALL PLASTERW/ COFFERED CEILING- SALVAGE FOR REUSE3/4" OAK T&G FLOORING-DEMO PLASTER W/ COFFERED CEILING- EXISTING CEILING HEIGHT 7'-9-21/32" A.F.F., E.T.R.- DEMO CARPET, SALVAGE EXISTING 3/4" OAK T&G FLOORING- DEMOLISH ASBESTOS SIDING AS NEEDED FOR NEW ADDITION- DEMOLISH VINYL SOFFIT OVER T&G "V" GROOVE CEILING AS NEEDED- DEMOLISH DOUG FIR T & G FLOORING AND FRAMING AS NEEDED- DEMOLISH SCREENED PORCH W/ PAINTED WOOD RAILING AND TRIMAS NEEDED-DEMO ALL PRESSURE TREATED DECKING ANDCONCRETE STEPS-DEMO PORCH ROOF ANDALL FRAMING ELEMENTSVDH30.5/58WDH30.5/58BUILT-IN CABINETSDENLIVINGROOMPANTRYKITCHENMUDROOMPORCHBATHROOMCL.SCREENEDPORCHREF.STOVESINKCL.C.I.RADIATORC.I.RADIATORC.I.RADIATOR
C.I.RADIATORC.I.RADIATORC.I.RADIATORC.I.RADIATOR
BUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOSTALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361
36 MEADOW ST.
FLORENCE, MA 01062 SECOND LEVEL DEMOLITION PLAN1A-1SCALE: 1/4" = 1' - 0" MAIN LEVEL DEMOLITION PLAN2A-1SCALE: 1/4" = 1' - 0" BASEMENT DEMOLITION PLAN3A-1SCALE: 1/4" = 1' - 0"16" TOP OF SILL TOFLAT ROOFA-1REMOVE100AMP PANEL REMOVE CHIMENYREMOVECHIMENY6'-4"3'-10"WALLHEIGHTOVERFRAMINGFLATROOFDEMO HEATINGRISERSAPPROX. 14"OF EXPOSEDFOUNDATIONWALL ABOVEGRADEREMOVE EXISTINGBOILER & ALLCOMPONENTS REMOVE WASHERAND ALL RELATEDPLUMBING REMOVE DRYERAND RELATEDCOMPONENTSOIL TANK TO REMAINREMOVE EXISTING WINDOWAND CUT FOUNDATION FORACCESS TO NEW CRAWL SPACE,SEE FOUNDATION PLANS FORMORE DETAILSDEMO ALL EXISTING FINISHESDOWN TO THE FRAMINGREMOVE EXISTING CHIMNEYIN ITS ENTIRETYREMOVE EXISTING CHIMNEYIN ITS ENTIRETYREMOVE / SALVAGE WINDOW FOR REUSEDEMOLISH ALL EXISTING WALL FINISHESFRAMING AND SIDING AS INDICATED,PROVIDE SHORING AS NEEDEDDEMOLISH ALL EXISTING WALL AND ROOFFRAMING AS INDICATEDREMOVE ALL CAST IRONRADIATORS AND RELATEDPIPING, TYP.DEMOLISH ALL WINDOWS, FRAMING,DOORS, SIDING, AND WALL FINISHES,PROVIDE SHORING AS NEEDED.DEMOLISH ALL FRAMING, SIDING,AND WALL FINISHES, PROVIDESHORING AS NEEDED.REMOVE ALL EXISTINGCABINETRY, COUNTERS,WALL FINISHES ANDPLUMBING AS NEEDED, TYP.REMOVE EXISTING ROOFINGAND FRAMING AS NEEDEDTO TIE NEW ROOF LINE INAPPROPRIATELYREMOVE EXISTING ROOFINGAND FRAMING TO FLATPORCH ROOFDEMOLISH ALL WINDOWS,FRAMING, DOORS, SIDING,AND WALL FINISHES,PROVIDE SHORING ASNEEDEDREMOVE ALL RADIATORSAND RELATED PIPING, TYPREMOVE ALL INTERIORPARTITION FRAMING,PLASTER, STUDS, TRIM ANDMECHANICALS AS INDICATEDREMOVE EXISTING CHIMNEYIN ITS ENTIRETYREMOVE EXISTING CHIMNEYIN ITS ENTIRETYREMOVE EXISTING CHIMNEYIN ITS ENTIRETYEXISTING STAIRS, TRIM,RAILING, AND WALL FINISHESTO REMAINAPRIL 9, 2018MEADOW ST.ADDITION ANDALTERATIONSPROVIDE SHORING AS NEEDEDFOR SCREENED PORCH, E.T.R.REMOVE EXISTING DOOR ONLYREMOVE EXISTING WALLAIR CONDITIONER
4'-11" BRICK KNEE WALL AND 6'-1"EXTERIOR STONE FOUNDATIONSAND BRICK FOUNDATIONS MIXEDFLOOR JOIST 7"LANDINGOIL TANKWATERMETERBASEMENTKNEE WALLKNEE WALLKNEE WALLKNEE WALLBUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOST36 MEADOW ST.
FLORENCE, MA 01062 FOUNDATION PLAN1A-2SCALE: 1/4" = 1' - 0"A-2APRIL 9, 2018ALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361 FOUNDATION DETAIL2A-2SCALE: 1" = 1' - 0"4'-0"
10"(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION2" X 4" CONTINUOUS KEY. TYP6 MIL. POLY VAPOR BARRIER OVEREXISTING FILL COMPACTEDFOUNDATIONDAMPROOFING, (TYP.)12" X 12" ANCHOR BOLTS @6' - 0" O.C., (TYP.)2 X 8 WOOD JOISTS, (TYP.) W/ R30FLOOR INSULATION, MATCH EXISTINGSUBFLOOR HEIGHT2 X 6 STUD WALL W/ R21 BATTINSULATION, 12 " ZIP SHEATHING,CEDAR SIDINGGENERAL NOTES:FIELD VERIFY TOP OF WALLELEVATIONS WITH ALL EXISTINGAND PROPOSED GRADES1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUS1'-8"VINYL FOUNDATIONWINDOWSAW CUT ACCESS HOLE INEXISTING BRICK FOUNDATION8" FOUNDATION WALL(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION, TYP.1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUS3'-0"12'-0"10'-10"VINYL FOUNDATIONWINDOWSAW CUT ACCESS HOLE INEXISTING BRICK FOUNDATION8" FOUNDATION WALL(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION, TYP.1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUSFOUNDATION NOTES:GENERAL CONTRACTOR TO ENSURE THAT ALL MATERIALS AND METHODS USED IN THE DEVELOPMENTOF THIS PROJECT ARE WITHIN STRICT COMPLIANCE OF ALL GOVERNING MUNICIPAL CODES (LOCALCITY, STATE, AND FEDERAL).1. ALL CONCRETE TO ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 28 DAYS OF PLACEMENT.2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL OR PROPERLY COMPACTED STRUCTURAL FILL WITHA MINIMUM PRESUMPTIVE SOIL BEARING CAPACITY OF 3000 PSF.3. ALL STRUCTURAL FILL UNDER FOOTINGS AND SLABS SHALL BE CLEAN, WITH NO ORGANICMATERIAL, CLAY, OR SILT, OR CONSTRUCTION DEBRIS. ALL STRUCTURAL FILL SHALL BE COMPACTED.4. ALL STRUCTURAL FILL TO BE COMPACTED IN LIFTS OF NOT MORE THAN 12".5. ALL FOOTINGS TO EXTEND BELOW FROST LINE / FINISH GRADE A MINIMUM OF 4'6. ALL UNDER SLAB VAPOR BARRIERS TO BE 6 MIL. POLYETHYLENE FILM MINIMUM.7. ALL FOUNDATION DAMP PROOFING TO BE BRUSH APPLIED (ASPHALTIC) FROM TOP OF FOOTING TOFINISH GRADE.8. ALL ANCHOR BOLTS TO BE 12 " X 12" @ 6' - 0" O.C. MAXIMUM AND TO PROJECT 4" ABOVE TOP OFWALL. MINIMUM OF TWO BOLTS PER SILL PLATE.5'-3"20'-11"14'-8"MEADOW ST.ADDITION ANDALTERATIONS4'-91116"1'-4" (TYP.)
283'114'180'1
6
5
'20'27'-6"BUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOSTEXISTINGHOUSEPROPOSEDADDITIONPROPOSED CONVERSION OFEXISTING PORCH TO LIVINGSPACEME
A
DOW
S
T EXISTINGBARNEXISTINGBARNEXISTINGGARAGEMEADOW AVE36 MEADOW ST.FOUNDATION NOTES:GENERAL CONTRACTOR TO ENSURE THAT ALL MATERIALS AND METHODS USED IN THE DEVELOPMENTOF THIS PROJECT ARE WITHIN STRICT COMPLIANCE OF ALL GOVERNING MUNICIPAL CODES (LOCALCITY, STATE, AND FEDERAL).1. ALL CONCRETE TO ATTAIN A COMPRESSIVE STRENGTH OF 3000 PSI WITHIN 28 DAYS OF PLACEMENT.2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL OR PROPERLY COMPACTED STRUCTURAL FILL WITHA MINIMUM PRESUMPTIVE SOIL BEARING CAPACITY OF 3000 PSF.3. ALL STRUCTURAL FILL UNDER FOOTINGS AND SLABS SHALL BE CLEAN, WITH NO ORGANICMATERIAL, CLAY, OR SILT, OR CONSTRUCTION DEBRIS. ALL STRUCTURAL FILL SHALL BE COMPACTED.4. ALL STRUCTURAL FILL TO BE COMPACTED IN LIFTS OF NOT MORE THAN 12".5. ALL FOOTINGS TO EXTEND BELOW FROST LINE / FINISH GRADE A MINIMUM OF 4'6. ALL UNDER SLAB VAPOR BARRIERS TO BE 6 MIL. POLYETHYLENE FILM MINIMUM.7. ALL FOUNDATION DAMP PROOFING TO BE BRUSH APPLIED (ASPHALTIC) FROM TOP OF FOOTING TOFINISH GRADE.8. ALL ANCHOR BOLTS TO BE 12 " X 12" @ 6' - 0" O.C. MAXIMUM AND TO PROJECT 4" ABOVE TOP OFWALL. MINIMUM OF TWO BOLTS PER SILL PLATE.GENERAL NOTES:1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AND REGULATION.2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. DO NOT SCALE THE PRINTS.WRITTEN DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DIMENSIONS.3. CONTRACTOR TO PATCH ALL AREAS AROUND DEMOLITION TO MATCH EXISTING. INCLUDES WALLS,FLOORS, CEILINGS, TRIM, ETC.4. ALL WOOD, CONCRETE AND STEEL STRUCTURAL MEMBERS SHALL BE OF GOOD GRADE AND QUALITYAND MEET ALL NATIONAL, STATE AND LOCAL BUILDING CODES WHERE APPLICABLE.EXISTING CONDITIONS:1. EXISTING BUILDING ELEMENTS (FOUNDATION, FRAMING, ARCHITECTURAL FINISHES, ETC.) SHOWN ONTHESE DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS. THIS INFORMATION IS PRESUMEDCORRECT, BUT NOT GUARANTEED. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL VERIFYALL CONDITIONS AND REPORT ANY DISCREPANCIES TO THE HOMEOWNER BEFORE PROCEEDING WITHWORK2. EXISTING FRAMING AND FOUNDATION ELEMENTS / CONDITIONS CONCEALED BY ARCHITECTURAL FINISHES HAVE NOT BEEN INSPECTED. IF THE CONTRACTOR EXPOSES FRAMING OR FOUNDATION ELEMENTS / CONDITIONS THAT ARE DAMAGED OR OTHERWISE APPEAR DEFICIENT, HE SHALL REPORTTHESE CONDITIONS TO THE OWNER FOR REVIEW AND / OR DIRECTION.3. A COMPLETE STRUCTURAL ASSESSMENT OF THE EXISTING FRAMING TO DETERMINE THE CAPACITY OFALL EXISTING MEMBERS HAS NOT BEEN PERFORMED. THE CONTRACTOR SHALL NOTIFY THE OWNER OFANY MEMBERS THAT RECEIVE ADDITIONAL LOADING FROM THE PROPOSED RENOVATIONS, WHICH ARENOT CURRENTLY SHOWN AS SUCH ON THESE DRAWINGS, FOR REVIEW AND / OR DIRECTION BEFOREPROCEEDING WITH WORK.4. AN EVALUATION OF THE CONDITION AND CAPACITY OF THE EXISTING FOUNDATION AND SOIL BEARING CAPACITY HAS NOT BEEN PERFORMED. THE CONTRACTOR SHALL PERFORM AN INSPECTIONOF THE FOUNDATION BEFORE PROCEEDING WITH THE WORK AND NOTIFY THE OWNER OF ANY DEFICIENCIES OBSERVED.DRAWING LIST:A-OGENERAL INFORMATIONA-1DEMOLITION PLANSA-2FOUNDATION PLANSA-3MAIN LEVEL FLOOR PLANA-4WALL SECTIONSA-5WALL SECTIONS & ELEVATIONA-6 WALL SECTIONS & ELEVATION SITE DIAGRAM1A-0 SCALE: DO NOT SCALEA-0MEADOW ST.ADDITION ANDALTERATIONSALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361
36 MEADOW ST.
FLORENCE, MA 01062 WOOD FRAMING NOTESTHE FOLLOWING NOTES ARE SUGGESTED MINIMUM REQUIREMENTS ONLY.1. ALL FRAMING LUMBER TO BE NO.2 DOUGLAS FIR (OR BETTER) WITH AN ALLOWABLE UNFACTOREDBENDING STRESS OF 850 P.S.I.2.ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW.3.ALL HEADERS SHALL BE 3-2X10'S WITH 1/2" PLYWOOD FLITCH PLATE UNLESS OTHERWISE NOTED.4.FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER ALL PARTITION WALLS PARALLEL TO JOISTDIRECTION UNLESS OTHERWISE NOTED.5.ALL EXTERIOR CORNERS (INSIDE AND OUTSIDE) SHALL BE BRACED WITH 1/2" CDX PLYWOOD. NAILINGSCHEDULE SHALL BE 8D COMMONS AT 6" O.C. AT ALL EDGES AND 8D COMMONS AT 12" O.C. AT ALLINTERMEDIATE STUDS.6.ALL COLUMNS OR SOLID FRAMING THAT EXTEND DOWN THRU ALL LEVELS AND TERMINATE AT THEBASEMENT FLOOR SHALL BE SUPPORTED BY A THICKENED SLAB, GRADE BEAM, AND/OR FOOTINGDESIGNED TO CARRY LOAD.7.ROOF DECK SHALL BE 1/2" CDX PLYWOOD MINIMUM.8.ALL WOOD THAT COMES IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.9.PROVIDE SOLID BLOCKING ABOVE ALL BEAMS AND BEARING WALLS.10.ALL MULTIPLE MEMBER LVL BEAMS TO BE JOINED AS SPECIFIED BY MFG.11.WHERE PRE-ENGINEERED FLOOR, ROOF TRUSSES, AND LVL BEAMS ARE USED, MANUFACTURER MUSTPROVIDE SHOP DRAWINGS AND CALCULATIONS WHICH BEAR SEAL OF REGISTERED ENGINEER IN STATEIN WHICH WORK IS TO BE PERFORMED.APRIL 9, 2018N
LANDINGBEDROOM#1BEDROOM#2CL.- NEW GYP. BOARD- REFINISH EXISTING 3/4 OAK T & GFLOORING- 7'-3" CEILING HEIGHT, E.T.R.- NEW GYP. BOARD WALLS ANDCEILINGS- NEW 3/4 OAK T & G FLOORING- CATHEDRAL CEILING- EXT. 2 X 6 STUD WALLS- INT. 2 X 4 STUD WALLS- R21 EXT. WALL INSULATION- R49 CEILING INSULATION93BATH- NEW TILE FLOORING- NEW GYP. BOARD- NEW FIXTURESVDH30/40VDH30/40VDH30/40 VDH30/40
- NEW GYP. BOARD WALLS & CEILINGS- NEW KITCHEN CABINETS- NEW COUNTER TOPS- NEW 3/4" T&G OAK FLOORING- NO WORK SCHEDULED- PLASTER W/ PANELING OVER-7'-7-1/4" A.F.F.-VINYL FLOORING-E.T.R.- NEW FIXTURES- NEW TILE FLOORING- NEW GYP. BOARDLANDING- NEW GYP. BOARD WALLS & CEILING-NEW 3/4" T&G OAK FLOORING-NEW 2 X 6 EXT. STUD WALL-R21 EXTERIOR WALL INSULATION- NEW GYP. BOARD CEILINGAND WALLS-CEILING 7'-9-21/32" A.F.F.,E.T.R.- REFINISH EXISTING 3/4" OAKT&G FLOORING- NEW GYP. BOARD WALLS & CEILING- NEW 3/4" OAK T&G FLOORING- NEW EXT. 2 X 6 STUD WALL- NEW INT. 2 X 4 STUD WALL- NEW R21 EXTERIOR WALL INSULATION- NEW R30 FLOOR INSULATION ON ADDITION ONLY- NEW R49 CEILING INSULATION ON ADDITION ONLYBEDROOM#3LIVINGROOMPANTRYKITCHENDININGROOMBATHROOMSINKVDH30/48 VDH30/48
VDH30/48-NEW GYP. BOARD WALLS & CEILING-NEW 3/4" T&G OAK FLOORING- NEW EXT. 2 X 6 STUD WALL- NEW INTERIOR 2 X 4 STUD WALL- NEW R21 EXTERIOR WALL INSULATIONMUDROOM(1) SHELF W/ CLOSET RODCLOSET- E.T.R.PORCHVDH30/48VDH30/48VDH30/48SALVAGED DH 30/48
VDH30/40
VDH30/48VDH20/30VDH30/48 VDH30/40DRYERWASHERBEDROOM#2- NEW GYP. BOARD- REFINISH EXISTING 3/4 OAK T & GFLOORING- 7'-3" CEILING HEIGHT, E.T.R.- NEW GYP. BOARD- NEW FIXTURES- NEW TILE FLOORINGPORCHD2668BF406815LITE5068D3068D2668D3068BF4068
E.T.R.D2668D2668D2668BF6068 D6068E.T.R.BUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOST36 MEADOW ST.
FLORENCE, MA 01062 SECOND LEVEL FLOOR PLAN1A-3SCALE: 1/4" = 1' - 0"A-3APRIL 9, 2018ALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361MEADOW ST.ADDITION ANDALTERATIONS1A-61A-52A-41
A-4 NEW EXTERIOR WALLS: 2" X 6" STUDS @ 16" O.C. TOACCOMODATE NEW WINDOW LAYOUT AND ADDITION1/2 OSB PLYWOOD SHEATHINGTYVEK HOUSEWRAP OR EQUALR21 FIBERGLASS INSULATION POLY VAPOR BARRIER1/2" GYPSUM WALL BOARD MASTIC D4 VINYL SIDING ON ADDITION ONLY(2)-11 7/8" ENGINEERED LVLPROVIDE CONTINUOUSLOAD TRANSFER TOFOUNDATION AT ALLBEARING LOCATIONS, TYP.EXTERIOR 2 X 4 STUD WALLR15 BATT INSULATION1" POLYISO FOAM BOARD INSULATIONINTERIOR 2 X 4 STUD WALL PARTITIONPROVIDE FRAMING FOR GABLE OPENINGEXTERIOR 2 X 4 STUD WALLR15 BATT INSULATION1" POLYISO FOAM BOARD INSULATIONTILE FLOORING W/ INTERGRAL FLOORDRAIN FOR SHOWER30" X 30" MIN. HEADROOMINTERIOR 2 X 4 STUD WALL PARTITIONINFILL OPENING W/ FRAMING ASNEEDED AND SIDING3'-10" EXISTING KNEE WALL, TYP.6'-4" EXISTING WALL HEIGHTNEW EXTERIOR WALLS: 2" X 6" STUDS @ 16" O.C. TOACCOMODATE NEW WINDOW LAYOUT AND ADDITION1/2 OSB PLYWOOD SHEATHINGTYVEK HOUSEWRAP OR EQUALR21 FIBERGLASS INSULATION POLY VAPOR BARRIER1/2" GYPSUM WALL BOARD MASTIC D4 VINYL SIDING ON ADDITION ONLYNEW EXTERIOR WALLS: 2" X 6" STUDS @ 16" O.C. TOACCOMODATE NEW WINDOW LAYOUT AND ADDITION1/2 OSB PLYWOOD SHEATHINGTYVEK HOUSEWRAP OR EQUALR21 FIBERGLASS INSULATION POLY VAPOR BARRIER1/2" GYPSUM WALL BOARD MASTIC D4 VINYL SIDING ON ADDITION ONLY(3)-11 7/8" ENGINEERED LVL, PROVIDE DESIGN FROM MFGPROVIDE CONTINUOUS LOAD TRANSFERTO FOUNDATION(3)-11 7/8" ENGINEERED LVLPROVIDE CONTINUOUSLOAD TRANSFER TOFOUNDATION AT ALLBEARING LOCATIONS, TYP.(3)-11 7/8" ENGINEERED LVLPROVIDE HVAC CHASE ANDPLUMBING CHASE ASINDICATEDPROVIDE HVAC CHASEAS INDICATEDPROVIDE 2 X 4 STUD INTERIOR WALLPARTITIONS AND FURRING AS NEEDED TOMATCH EXISTING WALL THICKNESSESPROVIDE FURRING TO MATCHNEW WALL THICKNESS612"412"4'-5116"3'-0"1'-0"12'-012"61 2"
4'-97 8"
61 2"
15'-101 2"
21'-93 8"15'-512"5'-31 2"
12'-73 8"
2'-1"8'-758"4'-5316"4'-413 16"
41 2"
4'-39 16"2'-6"5'-91 4"
31 2"11"
13'-15 16"61 2"612"1'-714"3'-0"10'-3516"3'-0"1'-11516"21'-0"5'-3"2'-71516"612"11'-934"4"1'-1112"15'-034"7'-11 4"61 2"18'-0"8'-0"16'-01 4 "2'-1158"5"5'-312"7'-53 16"1'-101 8"3'-815 16"1'-101 8"6'-83 16"2'-0"2'-0" MAIN LEVEL FLOOR PLAN2A-3SCALE: 1/4" = 1' - 0"5'-43 8"12'-614"24'-078"11'-512"1A-61A-5
BUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOST36 MEADOW ST.
FLORENCE, MA 01062A-6APRIL 9, 2018ALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361MEADOW ST.ADDITION ANDALTERATIONS WALL SECTION1A-5SCALE: 3/8" = 1' - 0" SOUTHWEST EXTERIOR ELEVATION2A-6SCALE: 3/8" = 1' - 0"SEE 2-A2 FOR FOUNDATIONWALL DETAILS2 X 8 WOOD JOISTS, (TYP.) W/ R30FLOOR INSULATION2 X 6 STUD WALL W/ R21 BATTINSULATION, 12 " ZIP SHEATHING,MASTIC D4 VINYL SIDINGALUMINUM COIL STOCK TRIMALUMINUM GUTTERS ANDLEADERS (TYP.)VENTED VINYL SOFFIT30 YEAR ASPHALTARCHITECTURAL SHINGLESSELECTED BY OWNERCONTINUOUS RIDGE VENT2 X 8 FLOOR JOIST3/4" T & G SUBFLOOR3/4" T & G OAK HARDWOODFLOORING2 X 6 STUD WALL W/ R21 BATTINSULATION, 12 " ZIP SHEATHING,MASTIC D4 VINYL SIDINGALUMINUM COIL STOCK TRIMALUMINUM GUTTERS ANDLEADERS (TYP.)VENTED VINYL SOFFIT(2) 11-7/8" ENGINEERED LVLRIDGE BEAM16G. STRAPPING OVER RIDGE TORAFTERS ON EACH SIDE 4' O.C.2 X 4 FURRINGR15 BATT INSULATION2 X 10 RAFTER1/2 CDX PLYWOODR38 BATT INSULATIONCONTINUOUS AIR BAFFLE30 YEAR ARCHITECTURAL SHINGLETO MATCH EXISTING2 X 4 FURRINGR15 BATT INSULATIONPOST TO PROVIDECONTINUOUS LOAD TRANSFERTO FOUNDATIONEXISTING FRAMINGSISTER NEW RAFTERS TOEXISTING RAFTERSMATCH EXISTING ROOFPITCH 12:12 +/-123MATCH EXISTING ROOFPITCH 12:12 +/-EXISTING TRANSITE SIDINGON WEST WALL TO REMAINNEW MASTIC D4 VINYLSIDING OVER EXISTINGTRANSITE SIDING
BUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOST36 MEADOW ST.
FLORENCE, MA 01062A-4APRIL 9, 2018ALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361MEADOW ST.ADDITION ANDALTERATIONS WALL SECTION1A-4SCALE: 3/4" = 1' - 0" WALL SECTION1A-4SCALE: 3/4" = 1' - 0"(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION2" X 4" CONTINUOUS KEY. TYPFOUNDATIONDAMPROOFING, (TYP.)12" X 12" ANCHOR BOLTS @6' - 0" O.C., (TYP.)2 X 8 WOOD JOISTS, (TYP.) W/ R30FLOOR INSULATION2 X 6 STUD WALL W/ R21 BATTINSULATION, 12 " ZIP SHEATHING,MASTIC D4 VINYL SIDING1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUSALUMINUM COIL STOCK TRIMALUMINUM GUTTERS ANDLEADERS (TYP.)VENTED VINYL SOFFIT30 YEAR ASPHALTARCHITECTURAL SHINGLESSELECTED BY OWNER2 X 10 ROOF RAFTER2 X 8 CEILING JOISTR49 CELLULOSE CEILING INSULATIONINSULATION AIR BAFFLEEXISTING HOMEEXISTING FRAMINGTO REMAIN2 X 8 LEDGER2 X 8 JOIST HANGERSSDW22634 LEDGER LOCKS @ 24" O.C.EXISTING HOMEEXISTING FRAMINGTO REMAIN(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION2" X 4" CONTINUOUS KEY. TYPFOUNDATIONDAMPROOFING, (TYP.)12" X 12" ANCHOR BOLTS @6' - 0" O.C., (TYP.)2 X 8 WOOD JOISTS, (TYP.) W/ R30FLOOR INSULATION2 X 6 STUD WALL W/ R21 BATTINSULATION, 12 " ZIP SHEATHING,MASTIC D4 VINYL SIDING1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUSALUMINUM COIL STOCK TRIMALUMINUM GUTTERS ANDLEADERS (TYP.)VENTED VINYL SOFFIT30 YEAR ASPHALTARCHITECTURAL SHINGLESSELECTED BY OWNER2 X 10 ROOF RAFTER2 X 8 CEILING JOISTR49 CELLULOSE CEILING INSULATIONINSULATION AIR BAFFLE2 X 8 LEDGERLU210 JOIST HANGERSSDW22634 LEDGER LOCKS @ 24" O.C.SEMI-RECESSED(3) 11-7/8"ENGINEERED LVLLU210 JOIST HANGER
BUILDERS AND GENERAL CONTRACTINGAGAWAM, MA413-777-3146www.mostbuilders.comMOST36 MEADOW ST.
FLORENCE, MA 01062A-5APRIL 9, 2018ALEXANDRA CARLSON
PATRICIA KYLE
414-702-6361MEADOW ST.ADDITION ANDALTERATIONS WALL SECTION1A-5SCALE: 3/8" = 1' - 0" SOUTHEAST EXTERIOR ELEVATION2A-5SCALE: 3/8" = 1' - 0"(1) #4 REBAR CONTINUOUSEPOXY AND DOWEL INTOEXISTING FOUNDATION2" X 4" CONTINUOUS KEY. TYPFOUNDATIONDAMPROOFING, (TYP.)12" X 12" ANCHOR BOLTS @6' - 0" O.C., (TYP.)2 X 8 WOOD JOISTS, (TYP.) W/ R30FLOOR INSULATION2 X 6 STUD WALL W/ R21 BATTINSULATION, 12 " ZIP SHEATHING,MASTIC D4 VINYL SIDING1'-8" X 10" FOOTING(2) #4 REBAR CONTINUOUSALUMINUM COIL STOCK TRIMALUMINUM GUTTERS ANDLEADERS (TYP.)VENTED VINYL SOFFIT30 YEAR ASPHALTARCHITECTURAL SHINGLESSELECTED BY OWNERCONTINUOUS RIDGE VENT2 X 10 ROOF RAFTER1/2 CDX PLYWOODR49 BATT INSULATIONR49 BATT INSULATIONCONTINUOUS AIR BAFFLEVENTED SOFFIT2 X 8 FLOOR JOIST3/4" T & G SUBFLOOR3/4" T & G OAK HARDWOODFLOORING.2 X 6 STUD WALL W/ R21 BATTINSULATION, 12 " ZIP SHEATHING,MASTIC D4 VINYL SIDINGALUMINUM COIL STOCK TRIMALUMINUM GUTTERS ANDLEADERS (TYP.)VENTED VINYL SOFFITINTERIOR 2 X 6 STUD WALLALUMINUM COIL STOCK TRIMALUMINUM GUTTERS ANDLEADERS (TYP.)VENTED VINYL SOFFIT2 X 10 RAFTER1/2 CDX SHEATHING30 YEAR ARCHITECTURAL SHINGLE.(2) 11-7/8" ENGINEERED LVLRIDGE BEAM16G. STRAPPING OVER RIDGE TORAFTERS ON EACH SIDE 4' O.C.DRYER EXHAUST OUTLET123ROOF PITCH 3:12
7'11 1/4"
7'11 1/4"
1 SPF End Grain 2 SPF End Grain
3 1/2"
11 7/8"
1
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 2nd floorStructural ridge LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED
Version 17.40.119 Powered by iStruct
Member Information
Type: Girder
Plies: 2
Moisture Condition: Dry
Deflection LL: 360
Deflection TL: 240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 0 PSF
Dead: 15 PSF
Snow: 40 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: No
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 0 818 2026 0 0
2 0 784 1943 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 4692 ft-lb 4' 5/8" 22888 ft-lb 0.205 (20%) D+S L
Shear 1872 lb 6'8 5/8" 9081 lb 0.206 (21%) D+S L
LL Defl inch 0.042 (L/2080) 4' 11/16" 0.244 (L/360) 0.170 (17%) S L
TL Defl inch 0.059 (L/1481) 4' 11/16" 0.366 (L/240) 0.160 (16%) D+S L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End
Grain
5.500" 20% 818 / 2026 2844 L D+S
2 - SPF
End
Grain
3.500" 30% 784 / 1943 2727 L D+S
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.017", Long Term = 0.026"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top braced at bearings.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform Top 190 PLF 0 PLF 500 PLF 0 PLF 0 PLF
Self Weight 12 PLF
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 1 of 11
1 1/2"7'11 1/4"
7'11 1/4"
1 SPF End Grain 2 SPF End Grain
3 1/2"
11 7/8"
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 2nd floorStructural ridge LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED
Version 17.40.119 Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 181.1 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 2 of 11
8'7"
7'8"
1 SPF 2 SPF
3 1/2"
9 1/2"
1
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 2nd floorGable beam LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply - PASSED
Version 17.40.119 Powered by iStruct
Member Information
Type: Girder
Plies: 2
Moisture Condition: Dry
Deflection LL: 360
Deflection TL: 240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 0 PSF
Dead: 15 PSF
Snow: 40 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: No
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 0322 0 0 0
2 0446 0 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 682 ft-lb 4'6 5/8" 11752 ft-lb 0.058 (6%) D Uniform
Shear 299 lb 7'4 3/4" 5686 lb 0.053 (5%) D Uniform
LL Defl inch 0.000 (L/999) 0 999.000 (L/0) 0.000 (0%)
TL Defl inch 0.017 (L/5434) 4'4 9/16" 0.390 (L/240) 0.040 (4%) D Uniform
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
5.500" 4% 322 / 0 322 Uniform D
2 - SPF
5.500" 5% 446 / 0 446 Uniform D
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.017", Long Term = 0.026"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top braced at bearings.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Tapered Start 0-0-0 Top 40 PLF 0 PLF 0 PLF 0 PLF 0 PLF
End 8-7-0 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF
Self Weight 10 PLF
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 3 of 11
1 1/2"8'7"
7'8"
1 SPF 2 SPF
3 1/2"
9 1/2"
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 2nd floorGable beam LP-LVL 2900Fb-2.0E 1.750" X 9.500" 2-Ply - PASSED
Version 17.40.119 Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 0.0 %
Load 0.0 PLF
Yield Limit per Foot 181.1 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination
Duration Factor 1.00
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 4 of 11
13'4 3/8"
12'7 3/8"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
1
2 34
5
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 1st floorBedroom 3 flush beam LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply - PASSED
Version 17.40.119 Powered by iStruct
Member Information
Type: Girder
Plies: 3
Moisture Condition: Dry
Deflection LL: 360
Deflection TL: 240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 0 PSF
Dead: 15 PSF
Snow: 40 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: Yes
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 2334 2644 3924 0 0
2 2277 2579 3827 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 22003 ft-lb 6'9 3/16" 35705 ft-lb 0.616 (62%) D+0.75(L+S) L
Shear 6195 lb 1'4 5/8" 13622 lb 0.455 (45%) D+0.75(L+S) L
LL Defl inch 0.307 (L/499) 6'9 3/16" 0.425 (L/360) 0.720 (72%) 0.75(L+S) L
TL Defl inch 0.479 (L/319) 6'9 3/16" 0.637 (L/240) 0.750 (75%) D+0.75(L+S) L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End
Grain
5.500" 34% 2644 / 4694 7338 L D+0.75(L+S)
2 - SPF
End
Grain
3.500" 52% 2579 / 4578 7157 L D+0.75(L+S)
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.173", Long Term = 0.259"
3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Girders are designed to be supported on the bottom edge only.
6 Top loads must be supported equally by all plies.
7 Top must be laterally braced at a maximum of 5'5 5/8" o.c.
8 Bottom braced at bearings.
9 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform Far Face 80 PLF 320 PLF 0 PLF 0 PLF 0 PLF Floor 2
2 Uniform Near Face 25 PLF 25 PLF 0 PLF 0 PLF 0 PLF Low ceiling
3 Uniform Top 50 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall
4 Uniform Top 180 PLF 0 PLF 480 PLF 0 PLF 0 PLF Upper roof
5 Uniform Top 38 PLF 0 PLF 100 PLF 0 PLF 0 PLF Low roof
Self Weight 18 PLF
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 5 of 11
1 1/2"13'4 3/8"
12'7 3/8"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 1st floorBedroom 3 flush beam LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply - PASSED
Version 17.40.119 Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed
6"
Capacity 98.2 %
Load 266.7 PLF
Yield Limit per Foot 271.6 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination D+L
Duration Factor 1.00
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 6 of 11
5'7"
5'7"
1 SPF 2 Hanger (HHUS410)
3 1/2"
11 7/8"
1
2
3
4
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 1st floorDining room/Kitchen header LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED
Version 17.40.119 Powered by iStruct
Member Information
Type: Girder
Plies: 2
Moisture Condition: Dry
Deflection LL: 360
Deflection TL: 240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 0 PSF
Dead: 15 PSF
Snow: 40 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: No
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 1406 1271 1406 0 0
2 1385 1252 1385 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 4010 ft-lb 2'9 3/4" 22888 ft-lb 0.175 (18%) D+0.75(L+S) L
Shear 2141 lb 1'2 5/8" 7897 lb 0.271 (27%) D+L L
LL Defl inch 0.019 (L/3221) 2'9 3/4" 0.172 (L/360) 0.110 (11%) 0.75(L+S) L
TL Defl inch 0.031 (L/2010) 2'9 3/4" 0.258 (L/240) 0.120 (12%) D+0.75(L+S) L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
3.500" 65% 1271 / 2109 3380 L D+0.75(L+S)
2 -
Hanger
3.000" 42% 1252 / 2078 3330 L D+0.75(L+S)
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.012", Long Term = 0.017"
3 Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Fill all hanger nailing holes.
6 Girders are designed to be supported on the bottom edge only.
7 Top loads must be supported equally by all plies.
8 Top braced at bearings.
9 Bottom braced at bearings.
10 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Uniform Near Face 65 PLF 250 PLF 0 PLF 0 PLF 0 PLF Floor 2
2 Uniform Far Face 65 PLF 250 PLF 0 PLF 0 PLF 0 PLF Floor 2
3 Uniform Top 190 PLF 0 PLF 500 PLF 0 PLF 0 PLF Roof
4 Uniform Top 120 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall
Self Weight 12 PLF
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 7 of 11
1 1/2"5'7"
5'7"
1 SPF 2 Hanger (HHUS410)
3 1/2"
11 7/8"
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 1st floorDining room/Kitchen header LP-LVL 2900Fb-2.0E 1.750" X 11.875" 2-Ply - PASSED
Version 17.40.119 Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 2 rows of 10d Box nails (.128x3") at 12" o.c.. Maximum end distance not to exceed 6"
Capacity 87.0 %
Load 157.5 PLF
Yield Limit per Foot 181.1 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination D+L
Duration Factor 1.00
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 8 of 11
16'2 1/2"
15'5 1/2"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
2
1 3
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 1st floorLiving room / Dining room girder LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED
Version 17.40.119 Powered by iStruct
Member Information
Type: Girder
Plies: 3
Moisture Condition: Dry
Deflection LL: 360
Deflection TL: 240
Importance: Normal
Temperature: Temp <= 100°F
General Load
Floor Live: 0 PSF
Dead: 15 PSF
Snow: 40 PSF
Application: Floor
Design Method: ASD
Building Code: IBC 2012
Load Sharing: Yes
Deck: Not Checked
Reactions lb (Uplift)
Brg Live Dead Snow Wind Const
1 2626 1742 333 0 0
2 3298 2424 1052 0 0
Analysis Results
Analysis Actual Location Allowed Capacity Comb. Case
Moment 18846 ft-lb 10' 1/2" 31048 ft-lb 0.607 (61%) D+L L
Shear 5513 lb 14'11 7/8" 11845 lb 0.465 (47%) D+L L
LL Defl inch 0.360 (L/519) 8'5 1/2" 0.519 (L/360) 0.690 (69%) L L
TL Defl inch 0.601 (L/311) 8'6 5/16" 0.779 (L/240) 0.770 (77%) D+L L
Bearings
Bearing Length Cap. React D/L lb Total Ld. Case Ld. Comb.
1 - SPF
End
Grain
5.500" 20% 1742 / 2626 4368 L D+L
2 - SPF
End
Grain
3.500" 42% 2424 / 3298 5722 L D+L
Design Notes
1 Provide restraint at supports to ensure lateral stability.
2 Dead Load Deflection: Instant = 0.241", Long Term = 0.362"
3 Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c. Maximum end distance not
to exceed 6".
4 Refer to last page of calculations for fasteners required for specified loads.
5 Concentrated load fastener specification is in addition to hanger fasteners if a hanger is
present.
6 Girders are designed to be supported on the bottom edge only.
7 Top loads must be supported equally by all plies.
8 Top must be laterally braced at a maximum of 6'4 1/2" o.c.
9 Bottom braced at bearings.
10 Lateral slenderness ratio based on single ply width.
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
1 Part. Uniform 0-0-0 to 4-0-0 Top 88 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall
2 Uniform Near Face 70 PLF 280 PLF 0 PLF 0 PLF 0 PLF Floor 2
Point 4-0-0 Top 322 lb 0 lb 0 lb 0 lb 0 lb Gable beam Brg 1
Bearing Length 0-3-0
Continued on page 2...
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 9 of 11
16'2 1/2"
15'5 1/2"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
2
1 3
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 1st floorLiving room / Dining room girder LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED
Version 17.40.119 Powered by iStruct
...Continued from page 1
ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments
Point 12-0-0 Top 446 lb 0 lb 0 lb 0 lb 0 lb Gable beam Brg 2
Bearing Length 0-3-0
3 Part. Uniform 12-0-0 to 16-2-8 Top 88 PLF 0 PLF 0 PLF 0 PLF 0 PLF Wall
Point 12-2-12 Far Face 1252 lb 1385 lb 1385 lb 0 lb 0 lb Dining room/Kitchen header
Brg 2
Self Weight 18 PLF
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 10 of 11
1 1/2"16'2 1/2"
15'5 1/2"
1 SPF End Grain 2 SPF End Grain
5 1/4"
11 7/8"
Client: 84 Lumber
Project: 36 Meadow Street
Address:36 Meadow Street
Florence, MA
Date: 4/18/2018
Designer: Steve Rosinski
Job Name: 180173_36 Meadow Street
Project #: 180173
Level: 1st floorLiving room / Dining room girder LP-LVL 2900Fb-2.0E 1.750" X 11.875" 3-Ply -PASSED
Version 17.40.119 Powered by iStruct
Multi-Ply Analysis
Fasten all plies using 3 rows of 10d Box nails (.128x3") at 12" o.c.. except for regions covered by concentrated load fastening.
Nail from both sides. Maximum end distance not to exceed 6"
Capacity 85.9 %
Load 233.3 PLF
Yield Limit per Foot 271.6 PLF
Yield Limit per Fastener 90.5 lb.
Yield Mode IV
Edge Distance 1 1/2"
Min. End Distance 3"
Load Combination D+L
Duration Factor 1.00
Min/Max fastener distances for Concentrated Side Loads
Concentrated Load
Fasten at concentrated side load at 12-2-12 with a
minimum of (16) – 16d Common nails (.162x3.5") in
the pattern shown. Repeat fasteners on both sides.
Capacity 98.5 %
Load 2220.1lb.
Total Yield Limit 2254.3 lb.
Cg 1.0000
Yield Limit per Fastener 140.9 lb.
Yield Mode IV
Load Combination D+0.75(L+S)
Duration Factor 1.15
This design is valid until
6/30/2018
Louisiana-Pacific Corp
414 Union Street, Suite 2000
Nashville, TN 37219
(888) 820-0325
www.lpcorp.com
APA: PR-L280, ICC-ES: ESR-2403,
LADBS: RR-25783, Florida: FL15228
Manufacturer Info Sherwood Lumber
519 American Legion Highway - Suite 2,
Unit 3, MA
02790
855.753.5193
Notes
This component analysis is based on the loads,
geometry and other conditions as entered by the user
and listed in this report. The user is responsible to
ensure the accuracy of the input and the applicability to
the actual conditions of the structure for which this
component is intended. This analysis is valid only for the
product listed.
Copyright 2016 All rights reserved by Louisiana Pacific
Corp. 414 Union St Suite 2000, Nashville, TN 37219
Page 11 of 11