S2, Roof Framing Plan-12128'-0 3/4''1'-3''
1'-3''10 1/2''10 1/2''127TOP CHORD TRUSSEXTENSIONCONTINUOUS 2X6EAVE BOARD - BY OTHERSEXISTING DOUBLE 2X6TOP PLATETYPICAL 2X6 BOTTOM CHORDTRUSS HEEL HEIGHTTOP OF PLATETRUSS HEEL HEIGHTTOP OF PLATETOP CHORD TRUSSEXTENSIONCONTINUOUS 2X6EAVE BOARD - BY OTHERSEXISTING DOUBLE 2X6TOP PLATE5 1/2''
5 1/2''127TOP CHORD TRUSSEXTENSIONTOP CHORD TRUSSEXTENSIONTWO PLY FIELD GIRDER TRUSSTYPE ATYPICAL PRE-ENGINEEREDROOF TRUSS2128'-0 3/4''1'-3''
1'-3''10 1/2''10 1/2''127TOP CHORD TRUSSEXTENSIONCONTINUOUS 2X6EAVE BOARD - BY OTHERSEXISTING DOUBLE 2X6TOP PLATE127TOP CHORD TRUSSEXTENSIONCONTINUOUS 2X6EAVE BOARD - BY OTHERSEXISTING DOUBLE 2X6TOP PLATESINGLE PLY FIELD TRUSSTOP CHORD TRUSSEXTENSIONTOP CHORD TRUSSEXTENSIONTRUSS HEEL HEIGHTTOP OF PLATETRUSS HEEL HEIGHTTOP OF PLATETYPE BTYPICAL PRE-ENGINEEREDROOF TRUSSBA28'-0 3/4''2128'-0 3/4''712712OUTLINE OF WALL BELOWOUTLINE OF WALL BELOWOUTLINE OF WALL BELOW EXISTING ROOF BELOW(NOT IN CONTRACT)EXISTING ROOF BELOW(NOT IN CONTRACT)21BA10 1/2''10 1/2''10 1/2''10 1/2''10 1/2''10 1/2''
10 1/2''10 1/2''VERIFY IN FIELDVERIFY IN FIELDVERIFY IN FIELD
VERIFY IN FIELD
A.38'-2''A.78'-2''21'-8 3/8''A.38'-2''A.78'-2''21'-8 3/8''2'-6 1/4''16'-0''TYPE B FIELD TRUSSES AT 2'-0'' ON CENTER1'-4''1'-10 1/8''(VERIFY IN FIELD)8'-0''2''8'-0''2''2'-6 1/4''16'-0''1'-4''8'-0''2''8'-0''2''1'-10 1/8''(VERIFY IN FIELD)CENTERLINE OF TWOPLY GIRDER TRUSSCENTERLINE OF TWOPLY GIRDER TRUSSCENTERLINE OF TWOPLY GIRDER TRUSSCENTERLINE OF TWOPLY GIRDER TRUSSTYPE B FIELD TRUSSES AT 2'-0'' ON CENTER2X4 LADDER FRAMING AT 2'-0'' ON CENTER 2X4 LADDER FRAMING AT 2'-0'' ON CENTERHIP TRUSSHIP TRUSSTRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B
TRUSS TYPE B TRUSS TYPE B
TRUSS TYPE A
TRUSS TYPE A
TRUSS TYPE A
TRUSS TYPE A712 712712712712712712712712712712TRUSS TYPE B
8-0''JACK TRUSSES AT 2'-0''ON CENTERJACK TRUSSES AT 2'-0''ON CENTER8'-0''2''8'-0''
JACK TRUSSES AT 2'-0''
ON CENTER
2''
1'-10 3/8''
VERIFY IN FIELD
1'-10 3/8''
VERIFY IN FIELDHIP TRUSSHIP TRUSSJACK TRUSSES AT 2'-0''ON CENTERJACK TRUSSES AT 2'-0''ON CENTERJACK TRUSSES AT 2'-0''
ON CENTER
JACK TRUSSES AT 2'-0''
ON CENTER
8'-0''JACK TRUSSES AT 2'-0''ON CENTER8'-0''JACK TRUSSES AT 2'-0''ON CENTER2''8'-0''JACK TRUSSES AT 2'-0''ON CENTER1'-10 3/8''1'-10 3/8''VERIFY IN FIELDVERIFY IN FIELD
TOP CHORDEXTENSIONTOP CHORD
EXTENSIONTOP CHORDEXTENSIONTOP CHORDEXTENSIONTOP CHORDEXTENSIONTOP CHORD
EXTENSION
TOP CHORDEXTENSION TOP CHORDEXTENSION
2x6 EAVE BOARD2x6 EAVE BOARD2x6 EAVE BOARD2x6 EAVE BOARD2x6 EAVE BOARD2x6 EAVE BOARD2x6 EAVE BOARD 2x6 EAVE BOARD2x6 EAVE BOARD
2x6 EAVE BOARD 2x6 EAVE BOARD2x6 EAVE BOARD
2x4 TRUSS BRACING2x4 TRUSS BRACING2x4 TRUSS BRACINGTWO-PLY TRUSSGIRDERTWO-PLY TRUSSGIRDEREXISTING CORBELLEDMASONRY CHIMNEYTYPICAL TYPE B FIELD TRUSSESEXISTING 2X6 EXTERIOR WALLCONSTRUCTIONEXISTING 2X6 EXTERIOR WALLCONSTRUCTIONEXISTING 2X6 EXTERIORWALL CONSTRUCTIONEXISTING 2X6 EXTERIORWALL CONSTRUCTIONBarron & Jacobs
DESIGN . BUILD. REMODEL
420 NORTH MAIN STREET
LEEDS, MASSACHUSETTS 01053DATE: SEPTEMBER 12, 2022151 GREENLEAF DRIVE
FLORENCE, MASSACHUSETTS 01062
HICKS - LAPLANTE
RESIDENCE
ROOF FRAMINGS2 ROOF FRAMING PLAN1S2SCALE: 1/4'' = 1'-0''NORTHROOF FRAMING PLAN3S2SCALE: 3/8'' = 1'-0''TRUSS TYPE B2S2SCALE: 3/8'' = 1'-0''GIRDER TRUSS TYPE ATWO PLY GIRDER TRUSSSINGLE PLY FIELD TRUSSROOF FRAMING PLAN NOTES12345FURNISH AND INSTALL 7/16'' THICK ZIP SYSTEMROOF SHEATHING (4'X8') STRUCTURAL 1 PS-2SPAN RATING 24/16, AS MANUFACTURED BY HUBER ENGINEERED WOODS, LLC.FIELD VERIFY EXISTING SECOND FLOOR LEVELWALL TOP OF PLATE, AS REQUIRED FOR PROPER SIZING OF ROOF TRUSSES.FIELD VERIFY EXISTING MASONRY CHIMNEYLOCATION AND SIZE AT SECOND FLOOR ANDROOF LEVEL, AS REQUIRED FOR PLACEMENTOF SCHEDULED ROOF TRUSSES.ALL ROOF TRUSS BEARING CONDITIONS ARE TO RECEIVE SIESMIC/HURRICANE TIES, MODELNUMBER H2.5A, AS MANUFACTURED BYSIMPSON STRONGTIE FOR UPLIFT CONNECTION.FURNISH AND INSTALL LATERAL TRUSSBRACING AND SUPPORT AS REQUIRED.6MAINTAIN 2-INCH CLEAR BETWEEN EXISTINGMASONRY CHIMNEY AND ANY SCHEDULEDROOF TRUSSES OR WOOD FRAMING.7ALL FIELD TRUSSES,TWO-PLY GIRDER TRUSSESAND JACK TRUSSES ARE TO HAVE 7:12 SLOPETOP CHORD.8ALL HIP TRUSSES ARE TO HAVE TOP CHORDSLOPE, AS REQUIRED.