SEMINOLE 1769 (2) REVISIONS
4
oll E;�4�LJA
WALL
7-_
f
-----------
'IV
oil
L-I VI N cc R 1-1
Iwo
A L� 1:3 5,�L-0 1 0
-T V
Itj
KIT6H E 04 IL
0
z
7- ui
A
77
�FA N 7/
L IT
C13
ol
0
j
. 0
U., 0.j
Y.,P15
e_v I U 0 ,100
ca ui"4
L J-
uj
120H N
Ir
J,
N.
N
7/168 Ose ROOF DECK. NAIL
ON EDGES, 12**OC IN FIELD UNO
WITH ad mu
MONS.
IT
HDPT1 W/(8)8d EACH TRUSS PRE—ENGINEERED
ROOF TRUSS LL
Aim
fg-Vo 1H4UL- 1f4
EXCEPTION: JACKS 7' LONG
e014 L,I map
AND SHORTER MAY BE
W/ONLY (3)10d %j
FASTENED TO TOP PLATE
TOE NAILS rc
FASTEN
F*f44Ab DOUBLE 2x4 NO. 2 SYP TOP PLATE-
lv�Z.F-or-vmp lnivswr (2)ROWS I od COMMONS 16' OC STAGG"
(UNO). MIN 240 LAP W/MIW'(12)10d
'00MT W1 40 1411-%AMW- IN LAp.'Top PLATES TO STUD W/W4
NAILS
TRUSS TO HEADER VATH HOPTI W/ 7/160 OSB OVER 2x4 SPF STUDS W/(IO)Sd ON EVERY OTHER STUD
HEADER DEPTH AND s (10)8d or HCPLL WX)jd ;I, g4)10d TOE
NUURER OF PLIE X 0 1 So OC. FASTEN OSO W/ad
AMING PLAN. RAILS. S 7 L AND
PER FOL#MTION AND FP It Un' RE
HEADER IAAT*L NO. 2 SYP (UNO) SHORTER MAY 9FASTENED TO HEADER .40 OC ON EDGM &` OC IN
WITH MY (3)1 Od TOE.NAILS
L)RTPGAS24TW/&)
M 0
BEAM
UgCH SIDE OF
9 Li 1.14
epitt 1NNOW OUILV. WPAP--
2 Is 4 130TTOM PLATE- FASTEN TO
B"BOARD WrTH ,I Ode.
PT NO.2 SYP 4x4 POST
= ON FOUNDATION AM OC IN DMNATED- 2nt FLOW
tNG PLAN)
SW SECTIIONS.
120 OC ELSEWHERL
3/40 T&C PLYWO
POST TO SLAB CONNECTION
WITH ASP44 W/(12)16d OR
wqSB
SGP3 WI(I 4)1 Od. SHEAR WALL%NlTH.v;r�xj0f!..7L
FLOOR TRL1SS_0R 100JOSTS
OVM SPF#2 sTuDTMM
commoN wRE NAILs g+ o.c. EDGES....
C
TIE UPPER FLOOR STUDS TO AND 61,* O.C. FIELD-IINSTALL SPF #2 L
-LOWER -FLOOR STUDS OR BLOCIONG AT ALL HORIZONTAL JOINTS
LOWER FUJOR BEAM WffH AND INSTALL SEMCO gGp:�WIT-1 i1i i1t�
SEMM RTOGA835 W/
S 116) ANCHOR BOLT AND (14) 16d NAILS AT
FOOTING (SEE FOUNDATION AND i0d. SPAdE STRAPS 20 Oc.
FRAMING PLAN FOR SIZE) MP ALL INTER—STOW EACH END OF SHEAR WALL(WALL
CONNECTIONS) SYP TOP PLATE. SEGMENT INDICATED NTH:DASHED LINE)t
DOUBLE 2xb NO. 2
TYPICAL PORCH POST AND BEAM FRAMING D ETAIL FASTEN W/(2) ROWS i Od COMMONS
i V OC STAGGERED (UNO). IMN 24* LAP
W/MIN (12)1 IN LAP.
SHEARWALL AS ABOVE EXCEPT NAIL NTH
7/i6m OSS. OVER 2x6 SPF STUDS
0 1 r OC. FASTEN OS13 W/5d 8d COMMON WIRE NAILS �T 3* O.C. EDGES
OC IN FIELD.
TRUSS TO TOP PLATE wam HOPTI W1 OC ON EDGES, 8.0 AND 8,1 O.C. FIELD (WALL SEGMENT
TPPt W/clo (8)8d
Ad NAIL& erm jACxs r Ldwo'mo oot As wrrvap im fMcAft"L INDICATED WITH DASHED LINE).
024 2A SHORTEVR MAY 9E F-AsTmu TO TOP PLATE —_-It*�;.11 twpuwsow
FR Ho"c (u)" ONLY (3)10d TOE NM.S,
WX 2 SYP HEADM SIZE AND NUWKR
or PLes PER rRAkuNG RAN cALLOLITS
CRIPPLE AND
MNGW KING STUDS 2x 6 NO. 2 SYP PT BOTTOM PLATE y DRAWN
PER CALLOUT ON-N FRAMING PLAK BOTTOM PLATE TO STUD W/TPP4 lop
.FRAMING PLAK
(S)Ibd KTWEEN 6d SEMEP �1/(l 0 8d.ON EVERY OTHER STUD 1/20 ANCHOR B&T W/20SO x 1/8* WASHER
CHECKED
AND KINGS AND KINGS AT 484 OC of FAS3 WAQ I Od
ALL CRIPPLES TO
M. 40
A604M CRSVLn tL�� TMO 16d AO� LES T AT 240'..OC.
M
I$ W R=R.W(8')61'6d OATE
IN CRIPPLL .a
F 'H 8" MIN
INIS
GRADE a W1.4 x W1.4 WWF 5;RC7 w N
120 MIN
JOB NO.
WATERPROOF BARRIER
FOOTING TO BEAR ON
FIRM-UNDISTURBED SOIL (z)j 5 CONTINUOUS
-W.777;07M!�- 3
Koi`ee�-r Lw WALL -SECOT10K 12"Id
a If 40
TYPICAL HEADER FRAMING DETAIL
OF .8
fZ1
REVISIOPJ13 BY
t�A'
W (4
4 F— 4
I I- r 1 17 ML La
-,74
r—,4
�K 195, LV t-1 Ir4!0 LAP 1 L, L� V tv I 1 00 LA oocas �-j
r el I
L\/L 13M -55-puc,5 Uj/ .,CIL
z
Ml N !Z)
0.
i:�— oFx I-5-n
0
14 -T J I F
co
-T2P A%j�i6�4
-:0* iw-ro r,-y4espm,& Fin
w 6.
4
4;� iw wt�w
411
ra�15T. ��U- -r;ov:-
.get,
-Z
Rl FY M<151T.r4ell wo
W W WL I N Pb%
Pgovollf:;�15 A* t,�A!E,
61WLJ-r t1lN.'"ao lut>05r. dp
2"�
s
14
j IAA . NFw T:�""rl KIC,
Y--
NEW ewislo, Pi""nNdp W/
VA f
I eR I - 117T I N
A 5,:t2 F�
L W
DRAWN
CHECKED
DATE
scALM
AS IsfjowN
JOB NO.
SHEET
!7-=
19,or)
C D j
OP SHEETS
NAVONAL PRINTFASr NO 186A 2406