OKH submittal 20200908THESE PLANS ARE IN COMPLIANCE WITH THE WIND ZONE REQUIREMENT
FOR 780 CMR 9th EDITION MA. STATE BUILDING CODE
TYPICAL EAVE
SCALE 1 12" = 1'-0"1 2 POST FOOTING DETAIL
SCALE 1 12" = 1'-0"
NAILING SCHEDULE
JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING
COMMON NAILS BOX NAILS
ROOF FRAMING
BLOCKING TO RAFTER (TOE NAILED)2-8d 2-10d EACH END
RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END
WALL FRAMING
TOP PLATES AT INTERSECTIONS (FACE NAILED)4-16d 5-16d AT JOINTS
STUD TO STUD (FACE NAILED)2-16d 2-16d 24" O.C.
HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.C. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)4-8d 4-10d PER JOIST
BLOCKING TO JOIST (TOE NAILED)2-8d 2-10d EACH END
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)3-16d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED)3-16d 4-16d EACH JOIST
JOIST ON LEDGER TO BEAM (TOE NAILED)3-8d 3-10d PER JOIST
BAND JOIST TO JOIST (END NAILED)3-16d 4-16d PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED)2-16D 3-16d PER FOOT
ROOF SHEATHING
WOOD STRUCTURAL PANELS
RAFTERS OR TRUSSES SPACED UP TO 16" O.C.8d 10d 6" EDGE/6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" O.C.8d 10d 4" EDGE/6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6" EDGE/6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d 10d 6" EDGE/6" FIELD
OUTLOOKERS
GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d 10d 4" EDGE/4" FIELD
CEILING SHEATHING
GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANEL
STUDS SPACED UP TO 24" O.C.8d 10d 3" EDGE/12" FIELD
12" AND 25 32" FIBERBOARD PANELS 8d - 3" EDGE/6" FIELD
12" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1" OR LESS 8d 10d 6" EDGE/12" FIELD
GREATER THAN 1"10d 16d 6" EDGE/6" FIELD
1
A.1
2
A.1
RIGHT ELEVATION
SOUTH
ROOF FRAMINGFLOOR PLAN
FRONT ELEVATION
WEST #DATEREVISIONSA .1PROPOSED COVERED ENTRYO'SHAUGHNESSYRESIDENCE38 FLINTLOCK WAYYARMOUTH PORT, MA.20-660 08/27/2020
1COVERED ENTRY0 8124
SCALE:
DATE:
SHEET
PROJECT: BUILDER: PROJECT: SHEET:Designed by:Main StreetCustom Design, LLC86 Willow StreetYarmouth Port MA. 02675774.994.7843MainStreetCustomDesign.cominfo@MainStreetCustomDesign.comOF
1/8" = 1'-0"
THESE PLANS ARE IN COMPLIANCE WITH THE WIND ZONE REQUIREMENT
FOR 780 CMR 9th EDITION MA. STATE BUILDING CODE
TYPICAL EAVE
SCALE 1 12" = 1'-0"1 2 POST FOOTING DETAIL
SCALE 1 12" = 1'-0"
NAILING SCHEDULE
JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING
COMMON NAILS BOX NAILS
ROOF FRAMING
BLOCKING TO RAFTER (TOE NAILED)2-8d 2-10d EACH END
RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END
WALL FRAMING
TOP PLATES AT INTERSECTIONS (FACE NAILED)4-16d 5-16d AT JOINTS
STUD TO STUD (FACE NAILED)2-16d 2-16d 24" O.C.
HEADER TO HEADER (FACE NAILED) 16d 16d 24" O.C. ALONG EDGES
FLOOR FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE NAILED)4-8d 4-10d PER JOIST
BLOCKING TO JOIST (TOE NAILED)2-8d 2-10d EACH END
BLOCKING TO SILL OR TOP PLATE (TOE NAILED)3-16d 4-16d EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE NAILED)3-16d 4-16d EACH JOIST
JOIST ON LEDGER TO BEAM (TOE NAILED)3-8d 3-10d PER JOIST
BAND JOIST TO JOIST (END NAILED)3-16d 4-16d PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE NAILED)2-16D 3-16d PER FOOT
ROOF SHEATHING
WOOD STRUCTURAL PANELS
RAFTERS OR TRUSSES SPACED UP TO 16" O.C.8d 10d 6" EDGE/6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" O.C.8d 10d 4" EDGE/6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d 10d 6" EDGE/6" FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/ STRUCTURAL 8d 10d 6" EDGE/6" FIELD
OUTLOOKERS
GABLE ENDWALL RAKE OR RAKE TRUSS w/ LOOKOUT BLOCKS 8d 10d 4" EDGE/4" FIELD
CEILING SHEATHING
GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANEL
STUDS SPACED UP TO 24" O.C.8d 10d 3" EDGE/12" FIELD
12" AND 25 32" FIBERBOARD PANELS 8d - 3" EDGE/6" FIELD
12" GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1" OR LESS 8d 10d 6" EDGE/12" FIELD
GREATER THAN 1"10d 16d 6" EDGE/6" FIELD
1
A.1
2
A.1
RIGHT ELEVATION
SOUTH
ROOF FRAMINGFLOOR PLAN
FRONT ELEVATION
WEST #DATEREVISIONSA.1PROPOSED COVERED ENTRYO'SHAUGHNESSYRESIDENCE38 FLINTLOCK WAYYARMOUTH PORT, MA.20-660 08/27/2020
1COVERED ENTRY0 8124
SCALE:
DATE:
SHEET
PROJECT: BUILDER: PROJECT: SHEET:Designed by:Main StreetCustom Design, LLC86 Willow StreetYarmouth Port MA. 02675774.994.7843MainStreetCustomDesign.cominfo@MainStreetCustomDesign.comOF
1/4" = 1'-0"