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<br />F
<br />E
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<br />412
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<br />F F
<br />E
<br />G
<br />H
<br />6
<br />412
<br />S1.0
<br />Sheet
<br />Date:
<br />Scale:
<br />PROJECT:
<br />Job
<br />Drawn by: Mace
<br />Sheet Title
<br />BYREVISIONS
<br />AS SHOWN
<br />29
<br />2
<br />3
<br />
<br />W
<br />
<br />R
<br />A
<br />Y
<br />M
<br />A
<br />R
<br />
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<br />T
<br />R
<br />E
<br />E
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<br />AT
<br />T
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<br />H
<br />E
<br />D
<br />
<br />A
<br />C
<br />C
<br />E
<br />S
<br />S
<br />O
<br />R
<br />Y
<br />
<br />D
<br />W
<br />E
<br />L
<br />L
<br />I
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<br />
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<br />N
<br />I
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<br />SA
<br />N
<br />T
<br />A
<br />
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<br />A
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<br />
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<br />A
<br />
<br />9
<br />2
<br />7
<br />0
<br />4
<br />08-17-2024
<br />FOUNDATION AND
<br />ROOF FRAMING PLAN
<br />LEGENDS
<br />INDICATES EXISTING 12" WIDE CONTINUOUS FOOTING
<br />INDICATES (E) WALL
<br />#
<br />L=#'-#"
<br />(E) ROOF RAFTERS
<br />(NEW) INTERIOR WALL SHALL BE 2X4 @ 16" O.C.
<br />HDR.BEAM OR HEADER (FOR HEADER SEE FRAMING LEGENDS)
<br />5
<br />36
<br />4
<br />SHEAR TRANSFER AT EAVES
<br />EXISTING
<br />5
<br />8" DIA. ALL THREADED PER PLAN
<br />SET IN 3
<br />4" DIA. DEEP DRILLED
<br />HOLE IN SIMPSON SET XP
<br />EPOXY(ICC-ESR-2508)
<br />'HDU', PER PLAN
<br />2X STUDS @ 16" O.C. OR
<br />POST, SIZE PER PLAN AT
<br />'HD' LOCATION
<br />SHEAR PLY., WHERE
<br />OCCURS, PER PLAN
<br />(E) CURB, WHERE
<br />OCCURS
<br />HOLDOWN
<br />TYPE
<br />HOLDOWN
<br />MAX. ALLOW.
<br />LOAD
<br />PULL TEST AT
<br />1.6 X ALLOW.
<br />LOAD
<br />EMBED.
<br />DEPTH
<br />'D'
<br />EM
<br />B
<br />E
<br />D
<br />.
<br />DE
<br />P
<br />T
<br />H
<br />'D
<br />'
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />ASECTION@INTERIOR WALL
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />(E) CONC. SLAB ON GRADE
<br />(E) CONT. FTG.,
<br />TO REMAIN
<br />POST PER PLAN
<br />E.N., PER PLAN, STAGG.
<br />BSECTION@EXTERIOR WALL
<br />HOLDOWN AT EXISTING FOOTING
<br />5 8" DIA. ALL THREADED PER
<br />PLAN SET IN 3 4" DIA. DEEP
<br />DRILLED HOLE IN SIMPSON SET
<br />XP EPOXY(ICC-ESR-2508)
<br />7" MIN EMBEDMENT.
<br />'HDU', PER PLAN
<br />EXISTING
<br />SHEAR TRANSFER AT EXISTING FOOTING
<br />EXISTING
<br />EX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />SHEAR PLY., WHERE
<br />OCCURS, PER PLAN
<br />(E) 2X STUDS @ 16" O.C.
<br />(E) CONC. SLAB
<br />ON GRADE
<br />(E) CONT. FTG.,
<br />TO REMAIN
<br />CONT. 2X BLK'G. W/ 5/8"Ø A.B.
<br />PER SHEAR WALL SCHED,
<br />SIMPSON 'SET-XP' EPOXY
<br />(ICC # ES ESR-2508)
<br />(E) FINISH SURFACE,
<br />PER ARCH. DWG'S.
<br />7
<br />SHEAR PLY., WHERE
<br />OCCURS, PER PLAN
<br />E.N., PER PLAN, STAGG.
<br />HDR.4x6 DFL. No. 1 PER
<br />T-R602.7
<br />FRAMING LEGEND
<br />FRAMING NOTES:
<br />1.PROVIDE SINGLE TRIMMER EACH END OF 4X6 OR LESS HEADER OR
<br />BEAM & WOOD POST EACH OF 4X8 OR GREATER HEADERS OR
<br />BEAM, TYPICAL UNLESS NOTED OTHERWISE.
<br />2.ALL EXTERIOR WALL SHALL BE 2X4 MIN. STUDS @ 16" O.C., UNLESS NOTES
<br />OTHERWISE.
<br />3.FOR TYPICAL STUD WALL FRAMING SEE DETAIL 15/SD2
<br />4.PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS, RAFTERS OR
<br />TRUSSES.
<br />5.PROVIDE BOUNDARY NAILING ALONG ALL DRAG MEMBERS, UNLESS
<br />NOTED OTHERWISE.
<br />6.SEE ARCHITECTURAL PLAN FOR ALL DIMENSIONS AND CONDITIONS
<br />NOT SHOWN.
<br />7.ROOFING MATERIAL SHALL NOT EXCEED 8.0 PSF.
<br />8.FASTENERS FOR PRESERVATIVE TREATED AND FIRE-RESISTRDANT-TREATED
<br />WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS
<br />STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR
<br />ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153.
<br />FASTENERS OTHER THAN NAILS, TIMBER RIVETS WOOD SCREWS AND LAG
<br />SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC
<br />COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695,
<br />CLASS 55 MINIMUM.
<br />9.GABLE END WALLS SHALL BE BALLOON FRAMED TO ROOF DIAPHRAGM.
<br />INDICATES WALL TO BE INFILL TO MATCH EXISTING
<br />8
<br />9
<br />SHEAR WALL NOTATION PER SHEAR
<br />WALL SCHEDULE AT SHEET SD1
<br />7"
<br />SCALE: 1/4"=1'-0"
<br />ATTACHED A.D.U. FOUNDATION PLAN
<br />SCALE: 1/4"=1'-0"
<br /> ATTACHED A.D.U. ROOF FRAMING PLAN
<br />10
<br />12NTSSHEAR TRANSFER AT GABLE END
<br />(E) ROOF SHT'G.
<br />PER PLAN
<br />(E) R.R., PER PLAN
<br />(E) B.N., PER PLAN
<br />E.N., PER PLAN
<br />(E) C.J., PER PLAN
<br />(4) - SIMPSON 'SDS' X 3" LONG
<br />SCREWS EA. END, TYP.
<br />(E) 2X STUDS @ 16"
<br />O.C.
<br />SIMPSON A35 PER SHEAR
<br />WALL SCHED. (16" O.C.,
<br />MAX.)
<br />(E) HDR., WHERE
<br />OCCURS
<br />(E) 2X STUDS
<br />SHEAR PLY., PER
<br />PLAN, WHERE
<br />OCCURS
<br />SIMPSON A35 PER SHEAR WALL SCHED.
<br /> (16" O.C., MAX.)
<br />(E) ROOF SHT'G.
<br />(E) R.R.
<br />(E) B.N.
<br />2X BLKG AT 32" O.C. W/ (2)-10d, TYP.
<br />(E) C.J., PER PLAN
<br />(E) HDR., WHERE
<br />OCCURS
<br />(E) 2X CRIPPLE
<br />WALL
<br />SHEAR PLY., PER
<br />PLAN, WHERE
<br />OCCURS
<br />SIMPSON A35 PER SHEAR WALL
<br />SCHED. (16" O.C., MAX.)
<br />(E) ROOF SHT'G.
<br />(E) B.N.
<br />2X BLKG AT 32" O.C. W/
<br />(2)-10d, TYP.
<br />(E) C.J., PER PLAN
<br />E.N.
<br />(E) 2X STUDS
<br />2X BLKG AT 48" O.C MAX.
<br />2X BLKG AT 48" O.C. MAX
<br />(4) 10d
<br />MIN
<br />C.J. W/ (2) 16d AT EA. STUD
<br />C.J. W/ (2) 16d AT EA. STUD
<br />(E) BALLOON FRAME
<br />(E) WALL W/ CRIPPLE WALL
<br />2X BLKG AT 48" O.C MAX.
<br />(E) R.R.
<br />(E) R.R.
<br />2X4 MIN DIAGONAL BRACE AT 48"
<br />O.C. CONN. PER NAILING SCHEDULE
<br />1-3/4" MIN.
<br />CONT. 2X BLK'G.
<br />E.N.
<br />FRAMING CONNECTION
<br />SHEAR PLY., WHERE OCCURS, PER
<br />PLAN
<br />SHEAR PLY., WHERE OCCURS,
<br />PER PLAN
<br />(E) OR (N) B.N., PER PLAN
<br />(E) R.R,
<br />(E) ROOF
<br />SHT'G.
<br />SIMPSON 'A35' OR 'LTP4' PER
<br />SHEAR WALL SCHED. (16" O.C.,
<br />MAX.)
<br />(E) OR (N) CRIPPLE STUDS @
<br />16" O.C., HEIGHT VARIES
<br />(N) OR (E) 2X BLKG @
<br />24" O.C. FASTEN W/ 10d,
<br />TOP & BOTT. BOTH
<br />SIDES
<br />CONN., PER SHEAR WALL SCHED.
<br />(E) OR (N) B.N., PER PLAN
<br />SIMPSON 'A35' OR 'LTP4' PER SHEAR
<br />WALL SCHED. (16" O.C., MAX.)
<br />E.N.
<br />(E) C.J., WHERE
<br />OCCURS
<br />B.N.
<br />E.N.
<br />(N) OR (E) 2X STUD WALL
<br />NON-BEARING WALL
<br />ROOF/CEILING JOISTS
<br />PERPENDICULAR TO WALL
<br />ROOF/FLOOR SHT'G
<br />DTC CLIP AT EACH
<br />JOIST TO NON-BEARING
<br />WALL BELOW
<br />ROOF/CEILING JOISTS
<br />PARALLEL WALL
<br />12" GAP 12" GAP
<br />2x4 BLK'G AT 16" O.C.
<br />WITH 2-16d EACH SIDE
<br />TO JOIST
<br />NON-BEARING WALL
<br />DTC CLIP AT EACH
<br />BLK'G TO NON-BEARING
<br />WALL BELOW
<br />ROOF/FLOOR SHT'G
<br />0.145"Øx2-1/2" LONG
<br />SHOT PINS AT 16"2x PRESSURE
<br />TREATED SILL PLATE
<br />0.145"Øx2-1/2" LONG
<br />SHOT PINS AT 16"2x PRESSURE
<br />TREATED SILL PLATE
<br />1"
<br />
<br />E
<br />M
<br />B
<br />E
<br />D
<br />.
<br />1"
<br />
<br />E
<br />M
<br />B
<br />E
<br />D
<br />.
<br />NON-BEARING WALL ATTACHMENT TO JOISTS 13
<br />14NTS NTS NTS
<br />NTS
<br />NTS
<br />NTS
<br />NTS
<br />NTS
<br />NTS
<br />SHEAR PLY., WHERE
<br />OCCURS, PER PLAN
<br />CONT. P.T. SILL PLATE AND
<br />A.B. PER SHEAR WALL
<br />SCHED.
<br />E.N., PER PLAN
<br />2X STUDS @ 16" O.C.
<br />8"
<br />
<br />M
<br />I
<br />N
<br />.
<br />(E) CONT. FTG.,
<br />TO REMAIN
<br />(E
<br />)
<br />(E)
<br />STRUCTURAL
<br />CURB W/#4
<br />CONT.
<br />#3 @ 32" O.C. W/
<br />3" EPOXY EMBED
<br />ROUGHEN JOINT TO 14"
<br />AMPLITUDE AND CLEAN
<br />SHEAR TRANSFER AT (N) CURB
<br />(E) OR (N) CURB WHERE OCCURS.
<br />FOR (N) CURB SEE 6/S1.0
<br />4x4
<br />HDU
<br />2
<br />4x4HDU
<br />2
<br />4x4HDU
<br />2
<br />1
<br />L=4'-0"
<br />4x4HDU
<br />2
<br />4x4
<br />HDU
<br />2
<br />6
<br />S1.0
<br />4
<br />S1.0
<br />1
<br />L=6'-0"
<br />4x4HDU
<br />2
<br />4x4
<br />HDU
<br />2
<br />1
<br />L=4'-0"
<br />1
<br />L=
<br />3
<br />'
<br />-
<br />0
<br />"
<br />4x4HDU
<br />2
<br />4
<br />S1.0
<br />4x4
<br />HDU
<br />2
<br />4x4
<br />HDU
<br />2
<br />13
<br />S1.0
<br />TYP. @
<br />NON-BEARING
<br />WALL
<br />(E) CONC. SLAB ON GRADE, TO REMAIN.
<br />PROVIDE REDGARD VAPOR RETARDER
<br />ESR- 1413
<br />6
<br />S1.0
<br />3
<br />S1.0
<br />4
<br />S1.0
<br />1
<br />L=
<br />8
<br />'
<br />-
<br />0
<br />"
<br />4
<br />S1.0
<br />4x4
<br />HDU
<br />2
<br />4x4HDU
<br />2
<br />4x4HDU
<br />2
<br />1
<br />L=4'-0"
<br />4x4HDU
<br />2
<br />4x4
<br />HDU
<br />2
<br />8
<br />S1.0
<br />12
<br />S1.0
<br />1
<br />L=6'-0"
<br />4x4HDU
<br />2
<br />4x4
<br />HDU
<br />2
<br />1
<br />L=4'-0"
<br />4x4HDU
<br />2
<br />12
<br />S1.0
<br />9
<br />S1.0
<br />9
<br />S1.0
<br />8
<br />S1.0
<br />(E) R.R.(E) R.R.
<br />(E) 2x6 C.J. @ 16" O.C.
<br />13
<br />S1.0
<br />TYP. @
<br />NON-BEARING
<br />WALL
<br />3
<br />S1.0 TYP. @ HDU
<br />TYP. @ HDU
<br />TO (E) FOOTING
<br />9
<br />S1.0
<br />SIM.
<br />SIM.
<br />4x4
<br />HDU
<br />2
<br />HDR.HDR.
<br />HD
<br />R
<br />.
<br />(E
<br />)
<br />
<br />R
<br />I
<br />D
<br />G
<br />E
<br />
<br />B
<br />O
<br />A
<br />R
<br />D
<br />HD
<br />R
<br />.
<br />4x4HDU
<br />2
<br />1
<br />L=
<br />3
<br />'
<br />-
<br />0
<br />"
<br />1
<br />L=
<br />4
<br />'
<br />-
<br />0
<br />"
<br />1
<br />L=
<br />4
<br />'
<br />-
<br />6
<br />"
<br />1
<br />L=3'-0"
<br />1
<br />L=3'-0"4x4HDU
<br />2
<br />4
<br />S1.0
<br />4
<br />S1.0
<br />1
<br />L=
<br />4
<br />'
<br />-
<br />0
<br />"
<br />1
<br />L=
<br />4
<br />'
<br />-
<br />6
<br />"
<br />1
<br />L=3'-0"
<br />4x4
<br />HDU
<br />2
<br />1
<br />L=
<br />8
<br />'
<br />-
<br />0
<br />"
<br />4x4HDU
<br />2
<br />4x4HDU
<br />2
<br />12
<br />S1.0
<br />12
<br />S1.0
<br />2/2/2025
<br />DIGITAL
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