HomeMy WebLinkAbout24 Charles St plan 6GENERAL NAILING SCHEDULE
ROOFFRAMING
BLOCKING TO RAFTER (TOE —NAILED)
2-8D
2-1 OD
EACH END
RIM BOARD TO RAFTER (END —NAILED)
2-16D
3-16D
EACH END
N
L I G .. ,:..
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
16" O.C. ALONG EDGES
FLOOR "FRAMING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE —NAILED)
4-81D
4-10D
PER JOIST
BLOCKING TO JOIST (TOE —NAILED)
2-81D
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 / 4" 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 OUTLOOKERS
8D
10D
6 EDGE / 6 FIELD
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 PANELS
STUDS SPACED UP TO 24" O.C.
8D
10D
6" EDGE / 12" FIELD
1/2" AND 25/32" FIBERBOARD PANELS
8D1
—
3" EDGE / 6" FIELD
1 /2" GYPSUM WALLBOARD
5D COOLERS
—
7" EDGE / 10" FIELD
LOM: SHEATHING
WOOD STRUCTURAL PANELS
1" OR LESS
8D
10D
6" EDGE / 12" FIELD
GREATER THAN 1"
10D
16D
6" EDGE / 6" FIELD
'CORROSION RESISTAN I 11 GAGL NUU! ING NAILS ANU lb CAUL J IAh-LtJ AKt rr-MMI I IU, Urlr UN iaU FUr- IAUU] I1UNML r\r_WUIr-,GIV1F_N 10.
NAILS UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT
DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED.
WALL CONNECTIONS FOR ENDWALL ASSEMBLIES
WALL: HEIGHT {FT.)
STUD SPACING
UPLIFT
(LB)
8
10
12
1 14
16
18
20
PLATE TO-STl1D .- NQ. 01716D COMMON .NAILS (ENDNAILED)
12" O.0
127
2
2
2
2
2
2
2
16" O.0
169
2
2
2
2
2
2
2
24" O.0
253
2
2
2
3
3
3
4
BLOCK FIRST 2 BAYS
® 4'-0" O.0 MAX, Tl
PROVIDE PLATE UPLIF
& HEADER UPLIFT STI
AROUND NEW WINDOW
AS REQUIRED, TYP.
ALL NEW WALLS SHAL
W/ 4'X8' SHEETS OF
ORIENTED VERTICALLY
MAIN FLOOR
EL. 22'-9"
LOWER FLOOR
EL. 2'-9"
BUILDING SECTION
FOUNDATION & STRUCTURAL DESIGN BY OTHERS
WALL OPENINGS — HEADERS IN LOADBEARING WALLS & NON—LOADBEARING WALLS
HEADER SPAN (FT.)
MINIMUM HEADER
SIZE
REQUIREMENTS AT EACH END:OF. HEADER,":
NUMBER OF
FULL —HEIGHT STUDS
UPLIFT (LB.)
LATERAL (LB.)I
HEADERS IN LOADBEARING WALLS .
2
2-2X4
1
277
132
3
2-2X4
2
416
198
4
2-2X4
2
554
264
5
2-2X4
3
693
330
6
2-2X6
3
831
396
7
2-2X8
3
970
462
8
2-2X12
3
1,108
528
9
3-2X10
3
1,247
594
10
3-2X12
4
1,385
660
11
4-2X10
4
1,524
726
H SIN N N- LOADB [NG W "LL A WIN OW : I PLATES FADE O AR ND 5 L R E A S D L
2
1-2X4 (FLAT)
1
60
132
3
1-2X4 (FLAT)
2
90
198
4
1-2X4 (FLAT)
2
120
264
5
1-2X4 (FLAT)
3
150
330
6
1-2X6(FLAT)
3
180
396
7
1-2X6 (FLAT)
3
210
462
8
1-2X6 (FLAT)
3
240
528
9
2-2X6 (FLAT)
3
270
594
10
2-2X6 (FLAT)
4
300
660
11
2-2X6 (FLAT)
4
330
726
12
2-2X6 (FLAT)
5
360
1 792
1 FOR NON —LOADING BEARING WALLS AND WINDOW SILL PLATES,
2-2X4 (FLAT) CAN BE SUBSTITUTED FOR 1-2X6 (FLAT)
TOP PLATE SPLICE
E3UILDWG DIMENSION,:OF WALL CONTAINING TOP PLATE SPLICE
SPLICE LENGTH
(FT.)
12
16
1 20
1 24
1 2$
1 32
1 36
1 40
1 50
1 60
70
1 80 I
NUMBER OF 160"" COMMON NAILS,
PER EACH SIDE OF : SPLICE
2
4
6
8
8
NP
NP
NP
NP
NP
NP
NP
NP
4
4
6
7
8
10
12
14
16
NP
NP
NP
NP
6
4
6
7
8
10
12
14
16
20
24
NP
NP
8
4
6
7
8
10
12
14
16
20
24
28
32
NP= NOT PERMITTED
EXISTING
BUILDING SECTION
FOUNDATION & STRUCTURAL DESIGN BY OTHERS
VER FLOOR H.H.
7'-0"
—DECK SUPPORT
BY OTHERS
m
ALIGN RIDGES
12 0 �'-
3.25
/—
k�
II
\�n
�cr_ FLAT CEILING
�3r LINE BEYOND
�'o
�
zo NEW
oz KITCHEN
CARRY NEW JOISTS -
BACK TO NEW STEEL
UTILITY
OST CAP
6X6 PT POST
ABU66 POST BASE
W THREADED ROD SET
I TO TUBE 24"
NOTE:
CROSS BLOCK AND THRU BOLT
ALL RAILING NEWEL POSTS W/
2®1/2" DIAM LAGS.
10'' DIAM SONO—TUBE
W/ 28" DIAM BIGFOOT.
MAINTAIN 48" COVERAGE
LOCATIONS BY OTHERS
O TYPICAL BECK POST DETAIL_
NOT TO SCALE
2'r�0
C
DINING
�BYWOTHERS
BATH
LAUNDRY
NEW SUSPENDED
CEILING
NEW FINISH WALL —
BUILDING SECTION
FOUNDATION & STRUCTURAL DESIGN BY OTHERS
I
`-
A.2
I
I
12'-6"
11
I
I
I 2X8 PT ® 12"
i
i
MAW FLOOR
EL. 22'-9»
DECI<
EL. 22'-3"
I
10
� A.5
------ —�---- LOWER FLOOR
EL. 12'-9"
arChLL t
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PROJECT # 080122
c
2022 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
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FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET" OR "CONSTRUCTION SET".
REVISIONS
DATE: REVISIONS:
ISSUED FOR: PERMITTING
DATE: 03.01.2022
D. m__
PROJECT TRUE
SCALE: 1 /4"=V-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A*5
TOTAL NUMBER OF SHEETS
IN SET:
11
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS
m