HomeMy WebLinkAbout185 Seaview Ave plan 42I
FIEAI
CMMIGN T BUILDING 1EVENIS
OF FA S-n4c I
TAQNG AND LOCK110N
Roof
4-8d box (M' x bell-') or
1
flocialg betweeh coding )dsts or rafter to top plate
3-W common (2Yz" x (11311 or
3-10d box (3" x 0.12n a
Tce nail
3-3" x 0.131" nails
4-8d box (M' x 0;113") or
2
coiling joists to top plate
3-6d arrn'm (2Y' x 0131"); a
3-10d bat (3' x 0.1281 a
loer joist, toe roil
3-3' x 0.131" nails
Celing pzst net attodiod to paailel rafter, laps ow
4-10d box (3" x 0.123",, a
3
pat Sections 1T.31, RB12.32 and Tape
x 0.16n a
Face nal
(9r]
)attained
¢� x 0mon,(�"
.Ir IS
Ceiling joist to padlel rafter {bed joint)
4
( Sectionf�2at EMU ad Tdpe
Tepe �2M(9)
Face nail
5
Cella tie to rafter, fox rail a IYa" x 20 ridge strop to
gibe age ap
4-10d box (3" x 012F , a
3-10d comma (3' x i0148); an
Face carpi and, rafter
rafter
4-3" x 0.131" moils
3-16d bat nails (3Y2` x 0.136} ��a
3-10d carnet malls (7' x a148"); a
2 too rails m are sdo and 1 toe and
6
RMta a roof truss to plate
4-? he (3' x Qi28'; a
m fe side of serail rafts a
nails
4-3" x al rails
4-16d (3Yz" x 0.135' ,, a
3-10d airrrrun (3Yz' x Q1487} or
Toe nail
4-10d bat (3' x 0.128" or
7
Roof rafters to aid , wpley a hip rafters a roof rafter
4--3' x Q131" rails
3-16d box 3Yz" x a135"l; a
to rtinimdm 2 ndge boon
2-16d cormvn (3Yz" x 162°]; or
3-1Dd box (3" x O12n a
Fed nail
3-3' x Q131 nails
16d con rmn (3Yz" x al62')
24 as face nail
e
Stud to she (not at braced wall panels)
lcd box (S' x a128 J: or
6" cc. face nail
3" x Q13((1" nails
Stud to stud and obhtirg studs at intersecting wdl comas
L0.135"); or
3" x Q 31�
12' oc. face nail
9
(at boor Will prods)
16d rxrrrrgn 3Yz' x 0.1
--
16" ac fox nail _
10
...
fR11t-up heer3er (2" to Z° header with }' Spew)
16d
16d al -an (3Yz" x a162)
16 as each edge face nail
box (3)z" x 0.135")
- 1 as each edge fax nail
-
;,Bd box (2Y2" x 0113"); a
11
Caltlnuas header to stud
4-ed anonym (" x 0.131'7 a
4 10d box (3" x a12
Toe nail
16d coTrrm 3 2 z 1
_ 16' ac. fax ndI
1(Ai ba (3' x Q128"); a
x Q131" nails
12" oc, face nail3`
12
Top (pale to tar plato
-...
'cur
8-16d carman �3 )". x ai62'); a
[hxrpa t ate for SOCs A-0 xith sdarie traced
top A z
well jr,,Ispaang < 25
12-16d boar S3 z x Q135 } a
12-10d txtt 4Y x (119) a
aco nail onstain aide of end joint
13
12 3' x 0.131" nails
rdrtman, 24 lop dice legth each
Side of and }9rtt)
Dwhle top (pate since for Da Dy a Dz; and trued wall
line spaang P 5
_
12 16d (3Yz" x 013�) _.
IEFA
CF RUNG B4NTS
F'IF]ER40.`
!GCE'�P11QJ
3-16d bat (3Y2" x 01x 13&,76a
2-16d carnet (3Y
3-16d box (3}i x 0.1 (62
2-16d carom (37i X . ��.
armn ((33JJ55 a 3" x b.1 1or
TAO% XV UOxMONNffD
24
2' sblaa' to )A a girds
91nd end face nail
25
2" dales (plunk & own - fiber & roof)
At timing fax nail
25
Bad a rim joist to joist
F-Snl(N.
nails a4
End nail
gistgiea,h" or.
A cornet a (4' x a191);
aattltW each I�e and batttmas dmd staggered
16d box (3" x 0.128); W
24" ac fox nisi at top and bottom
27
0ult-up girders and beam 2-4noh lumber
3' x 0.131" nails
staggered an opposite sides
Fate nail at ands aid at eat Vice
laves
And
2-201 camrrcn (d' x 0.19n: Or
3-10d bar ((3" x (0287)f or
3-3" x Q131" nails
4-16d on, (3)�" x a135 } Or
2$
Lodger ship Supporting jdsLs a ratters
3-16d connote (3X2" x a162'); a
4-10d box (3" x at28"); a
At each gist or rafter, face nail
4-3" x 0.131" nails
29 -
Bridging to joist
2-10d x Q1
Bah er
I1FM
OF EUIILLgINGPtIF1Q IS
ME fffRaao
SPACM C
(inON �)n
Wood structural ea subilea, roof and interior well sheathing to fr 2g and particleboard well sheathing to frarirg
sce Tattle f023(3) fa wood structiod pond e WL7, vdI sheathing to roil fraying]
30
3's' - Yt"
5d carom (2" x 0.11n ral (slbfloor, wdl
8d common 2Y2" x Q13n nail (roof)
6
8d carnet 2X x Q131 nail (roaf)
6
32
X - tY"
Bid (�° Q1311 Qdefor zd ada
6
Other
wall 4eathingl
33
h" structural cellulosic filabanrd
�eathing
i)¢ rmized ro*g nail tie" head
d a, a 1" beano staple 16 go 1Ya" Zang
3
34
�/ , " structural cellulosic
li e0d Sheathing
1-" galvanized roofing nal, tins held d'a-
meter, or 1° aeon shape 16 go IYa" long
3
35
' g)1 dveahhinga
1Y� " gd"izad r�rg nail; Steps giwnizect
iXZ" Iarg 1Y4' saevs, T1pe W a S
7
�a" gypsum shmbing°
gdwdzed 1nd; Ste
9' lane is§" screw, T)pe Wapla 2d"'bized7
Wood structural panels, combination
subflaor underloyment to framing
37
Y4" and less
6d deforred (I x GAW nail; a
8d. (2Y' x 0.131 nail
6
�„ - i"
8d cornet �(2X.x 0.131'7 nail; a
8d defa bed 2y x C11A rwl
6
39
tYs" - tY"
10d ax;-,-, ((,T x 0.148` i nail; a
2d de WMd (2>h° x 0.12(f) nail
6
,r Sb 1 inch = 25.4 rum, 1 foot = 304.8 met, 1 mile per hour = 0.447 m/s; i ksi = 6.896 MPa.
(continued)
1. "Unless noted elsewhere in the permit set, calculations, manufacture's installation instructions
or the code, fastening requirements shall be per Table R602.3(1) of the 2015 International
Residential Code.
a. Bails are smooth-commou, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minunrm
average bending yield strengths as shown: 80 ksi for shank diameter of 0,192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but
not larger than 0.177 inch. and 100 ksi for shank diameters of 0.142 inch or less.
b. Staples are 16 gage wire and have a minimum 7/1 rinch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four --foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically
e. Spacing of fasteners not included in this table shall be based on Table i602.3(2).
f. Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6
inches on center. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be
spaced 6 inches on center for minimunn 48-inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall fratning.
g- Gypsum sheathing shall conform to ASTNI C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208.
h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blacking and at floor perimeters only.
Spacing of fasteners ou roof sheathing panel edges applies to panel edges supported by framing member% and required blocking. Blocking of roof or floor
sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code, Floor perimeter shall be
supported by framing members or solid blocking.
i. Where a rafter is fasterted to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe nails on one side of the railer and toe nails from
the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required.
12'
TY
12r
6
6
7
7
12
12
12
S Corporation
rtheast Region
APPROVED
Michelle Baker
04/08/2022
pproval limited to
ctory Built Portion
'. H OF MgSscyG '
9
ni T.
FEENEY
" No. 54747 "
Te
SIpryAL EN
TAB
(S�HEDULE
eel
ASTENING
ITEM
DIMPTION T Br11LDM 18EMNI5
NMER MD TYFE CF FASBITArc
TAQNG MD LOCATION
16d carom (3Yz x 0.16
16" ac face nail
14
Bottom plate to gI'st, rim joist, band joist a
hbckirg (rct at kac� wdl pares)
16d bat (3Yz" x 0.135'
) , a
12" ac face nail
_
3" x 0.131" rxe1s
15
Boktan plate to joist, rim pdsl, bad joist a
3-1Ed box.(3Y2' x
Z-tfd carman (3
1135'); a
x a162);.a
3 eaeh,6" as face ndt
2 each i67 as face nail
tpoi<]rg (� tx-aced wall peg)
4-3' x a,31" malls
4 each 16" as face nail
4-8d box
(Y
"x
3-16d bar x
ll!,T
a'k
I..
4fid common (2k
x 2aB'
or
Toss nail
4-10d box (3' x 0.
28); o
16
Top or bottom plate to stud
4-3" x Q131" nails
3-16d box (3Y2' x
11351 a
2-16d carom (3
x a162"), a
End nail
3-10d box (3" x a
29' or
3-3" x 0.131" nails
3-10d box (3" x a
28'); or
17
Top dates, Ias, at carriers and intersections
2-tsd carman.(
x a16*, a
Fore read
3-3' x Q13 " nails
3-� box (2Yz' x
113"j' a
18
1" brace to each stud and ate
d
2-8d arrrrm (2Y'
2-101 box Y x
x Q131"k or
2n a
Fax nail
2 stapes ,'/a"
3-&d box (2Y" x
a113°1' a
19
1" x 6" sheathing to each heap _
9 n9
2-&d cmnm (2Y"
2-10d box�3" x izi26
x (A131"); or
} a
Face nail
2 stapes, 1 crown
16 gi, 1Y4" lag
34d bar (2Y¢" x
or
3-8d cmrrm (2Yz
„113"}.
x (1131' k a
3-10d box S3" x 0,128".):
,or
3 stapes, 1 or
' 16 go, 1Y4" lag
20
1" x 9' end vide' Sheathing to each bearing
Face rail
Man tlhan 1 x
4-8d bar (2V" x
3-M rmmn (
is a
x d131"k a
3-10d box �Y x
128); a
4 staple:, , a
16 tp, 1a/a' lag
Floor
A- 8d box (0" x
113°7 or
21
Joist to sill, to plate or girder
3-8d am= (2V
3-10d box (,' x
x 0,1511, a
128"); a
Toe nail
3-S x ai31" nail
Sd box x Q1
3
4" do. toe nal
22
Rim }rot bead Est or dotting to all a tap
trmf applications dso)
3-gd box (21¢" x 00,,113"y a
10d bar (3" 0.128 k a
6" =toe rwl
prate
x
x at 31" nals
3-8d box (2Yz" x C113"; a
2131
23
1" x 6" subflca a less to each joist
3-tdaba> Confirm(2Y2, X a
Fax ndl
2 staples,.1 a , 16 ga, 1lh° lag
(continued)
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FASTENING SCHEDULE
enure g:
- `1