20190017 sheet S3rc
(c /It,'1 aS('� SIILYZTMir c1Vb
4.j/ p1AIL% (- G" Olf, WT C~r7G�` Itr GIC F- L-Ilr"'
ATTIC \/CNTiLATiur! 1/iso Utz Y3� cir `�p�L-
Cj1Ml►J 411 CL11O AT Gw, H "1 usi)
y"i v vriLI" , M ST?;c> H(oO -
R- 4ti j►Jsut �,T Io.J
vz" H IIA tx-rw At (
CA W bLl S
I
l
j1 r
3/e� PL`i Wcx)O GLUE
ljt_JL6() W1 loci
Tj c I l t p (0" 01 G Ai
Epic% 4j 1 o II FE IL 0)
9 %z'Ir!�,c r e IG"o.(. � -
t,�� R - 1N5cdi�T1
� MTL G�,�T'ILyt
Zx(c, c--.JRJi>S <,t i(D C)IC, r.�C
t2 t1 1 IC1Ij
��� ��Iiv►eJu vN,(j
--, 2 )e p},,.c>c 14_ I r') u-
4.Y�C0
�
hj �pAC L--�1 � is G' v�T�� ' III i l 411 Sc,IID pp` "Tlc:,l-1T LINt
I
411 pew'' FTS ee t, I t-4
2015 INTERNATiONAL RESIDENTIAL CODE*
WALL CONSTRUCTION
�— MIN. FOOTING SIZE UNDER OPENING IS 12"x12" ATURNED-
DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS.
MIN. (1)'/e DIAMETER ANCHOR BOLT INSTALLED PER
SECTION 8403.1.6 - WITH 2"x 2'0,6' PLATE WASHER
FRONT ELEVATION SECTION
For SI: I inch = 25.4 mm, I foot = 304.8 mm.
FIGURE R602.10.6.2
METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
D APA F-tcllLTIb,_--
NTt1 !LP510INt�-
Z 7xCX:I•=:Y_ (r11
Cr i^ V r -T IF rt )
1�
rl-i;Izj
- EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
f-- (ONE BRACED WALL PANEL) —
2'-18' FINISHED WIDTH OF OPENING
��—FOR SINGLE OR DOUBLE POR TAL--�
(TWO BRACED WALL PANELS) -►
TENSION STRAP PER
3
�x
L
e
TABLE R602.10.6.4 (ON
HEIGHT
°
OPPOSITE SIDE OF
SHEATHING)
N�Itr
-�,r'
IGS
t
MIN. 3"x11'/." NET HEADER STEEL HEADER PROHIBITED
Des
Saw
IF'/,'SPACER IS USED, PLACE ON BACKSIDE OF HEADER
of �J ��siw.a
_
IF NEEDED PANEL
SPLICE EDGES SHALL
AALL
FASTEN SHEATHING TO HEADER WITH 8D
OCCUR OVER AND BE ^'
w
°b,
d, COMMON OR GALVANIZED BOX NAILS IN 3" GRID
NAILED TO COMMON ti
=
PATTERN AS SHOWN
BLOCKING WITHIN THE
°
°r -HEADER TO JACK -STUD STRAP PER TABLET
MIDDLE 24" OF THE °
PORTAL -LEG HEIGH.
10.6.4 ON BOTH SI
8602.DES OF OPENING
ONE ROW OF 3" O.C. w
O
ep 5°OPPOSITE SIDE OF SHEATHING
NAILING IS REQUIRED '
O W
., a°
IN EACH PANEL EDGE. �
MIN.
^e.°P MIN. DOUBLE 2x4 FRAMING COVERED WITH
'(a"
THICK WOOD STRUCTURAL PANEL SHEATHING
TYPICAL PORTAL
WITH BD COMMON OR GALVANIZED BOX NAILS AT
FRAME CONSTRUCTION
3" O.C. IN ALL FRAMING (STUDS, BLOCKING, AND
SILLS) TYP.
MIN. DOUBLE 2x4 POST
MIN. LENGTH OF PANEL PER TABLE R602.10.5
(KING AND JACK STUD).
NUMBER OF JACK STUDS
PER TABLES 8602.7(1) 8
MIN. 2) 3500 LB STRAP -TYPE HOLD-DOWNS
MBI DED INTO CONCRETE AND NAILED INTO
r(2j'
RAMING)
MIN REINFORCING OF FOUNDATION, ONE #4 BAR
- TOP AND BOTTOM OF FOOTING, LAP BARS 15"
MIN.
MIN, 1000 LB. HOLD-DOWN
DEVICE (EMBEDDED INTO
CONCRETE AND NAILED
INTO FRAMING).
�— MIN. FOOTING SIZE UNDER OPENING IS 12"x12" ATURNED-
DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS.
MIN. (1)'/e DIAMETER ANCHOR BOLT INSTALLED PER
SECTION 8403.1.6 - WITH 2"x 2'0,6' PLATE WASHER
FRONT ELEVATION SECTION
For SI: I inch = 25.4 mm, I foot = 304.8 mm.
FIGURE R602.10.6.2
METHOD PFH—PORTAL FRAME WITH HOLD-DOWNS
D APA F-tcllLTIb,_--
NTt1 !LP510INt�-
Z 7xCX:I•=:Y_ (r11
Cr i^ V r -T IF rt )
1�
rl-i;Izj
I-. S
FASTEN KING STUD
TO HEADER WITH 6
16D SINKERS ->
FASTEN TOP
PLATE TO
HEADER WITH
TWO
ROWS OF 16D
SINKER NAILS AT
3" O.C. TYR
MINA. WOOD
STRUCTURAL
PANEL
SHEATHING
--- 4obfiQl W^ {tet �" t-4
- nuc lc Gc�RRc�61oN R C--�� UE'X F r- i'[t.
pit -T-(.PF- CF
AIL
j`•{ 1 ��i FRc�P t fr�ull fJtNcz !/tj'' Est. rt s"T
',L�� F�rz Lir_+r.>1►�c�
FLk4_44iF1C,\ o/tM 1r-, 0 ML -T
1 N S5 fi.l.U_-`O ('.�.T►•.{ �,-� Cv �..� c , E� l -I rk. r 1N
,Nc�l
- }r ). IzF CF. < ,t,•r•' ',CST "'�t;_ �:a:sL.,}? C iv' UIV-C-1..1.-r h3,z�ii4:,T WIN p%z_C-_S-uff_C
-?17.1; 1^�'t1= !,�' ,, ►•itJi2 %/�r! GC1r.if;2tY1> } Pou9CY,J tG.PIST MPrTI.YtL D
r-<,� 11 �r- 1' ler r P•al"- (x)t,►t�_`' > t t'..r_.ItJ;i Wvra - {L� SSUri� 'ti2.lS�4fl�:l� 1-jcx)v)
C l UN
,< -
Ipl$T / s
Ic,
--- - -
AEE '- �9ra w- TypIr-lily, A,hB,I a building Coop mandRla5 a minunUln W011. 11 IF exPtrClpd 11 m Ule ,4 111, b9 the
�� eFFp
dear net. usable unobsir vCleA wr(Iih In Ihi6 Case, I1nwRvAr. Nlndbd nBClinnS inlo the mud
C" -i
�—
-u- HIdth are acceptable -here located al or below Ih(1 Iwighl of the I,a„rh 11
45)L.ips0ni
LEDGER- ueo- �Ee rrE�e'� wrnBT CAP
FA-,TErJER5 U5ED Irl F r WOAD rx18r--
6F A5 5PECIrIED E3i. WOOD tIFR r
II Handrails
Riser
i
REOUI�ED l[OGER LONer(CnOrr tQR EYI - _ _
DECKS UStIIG UIN (8.5 t�G SCREwS---
x'ASIIERS
1 E 17' SCREWS SCREWS SCREWS SCREWS
o -- dIr Flax
L --
� l '/, plojeclion on �•--
z Ifi SCREWS SCREWS SCREWS 5CREtt'5 -.
-- _ — d side inlo Inquired
3 c 7
3 SCRETvs CREWS SCREWS s0f.l11 - __ ___1_ tii 3
�-
Mitt 6 1r
-- -- I �b 'n 5[airw��y wld(h � Sfallr,v@y
ff � tt� t p r _ W
l il
_ags into Inan��(act,,reu lurn� a rr�, t �� C�! tr; ;rr'I� , f.olls , I, d'!� In or less ,)9rnlillr;d
ar heve Solid nm backing „•'i i e.11et � i:1E _ be'O�^ p�an�Jr3i) height
CEDAR RrMCCJO
r•ED .J -C T? ___--
„}'ESAUNL 71Q.-�1tD UYX'C� ereA A,.I- err -PIT e.rsl.E rt.,tpn? ALIS T -OR 119E r -IA>( —_
u r pE�r �.c.-�e r,<aJc Acv i.. i il4.• „•
AL L
ul(�J DURrED rN TuP
r..r-e�Eo rel Cta lC riE iE 0ia..L i_ PF tS r F ._ - , �T „Pt; F7E �r_�n1Er7 � Grz,4C['_ -
-Fnrrcat- r'CXF,6 AT _ l tl I LIC
REC)URErlEllr
el_L;.ueo f3 u
uronerle -1 — rOvER 5TAIR OR
G 11.1r rrp no1.F un.rfJ r�.n •l . LM1 r q D �. 5 EE R303.6
c,I AA_j IST AII^",D v. -. r�-- _.._ _„
o"
w r pr-Vjr�f RI "F r23 - r ' (i TT��"�T ,
I
II II 1
z
i
1
I
(I ( TYPICAL I-141,01RAIL
PROVIDE LIGLIr
DIMENSICN5. TYPE I -
-
AT L�IDILIG
9EE 83115.6
II Ir) Cn,E-1011iT
ti I
C 1 1 r ISCLAL L l
Z R-! 1 r•-1 J'I
i � t, I, nT�ULA L!
E —
e1E tDEnr1
rr rCe F A
,
iFCrrGYM ' m
�T
l.._ roe,
alz36 r-IIN LAND [I
t-. Ar'aGlr-l3 �1 tL' I --
c r,ora
c1!_�':y; W - � C ECJc9 r18r ALLE r`
e�„t Iri6r r -
,pert t h -11I.1 F.1,R•1 -- -
Ir�lwT r-IAvF
I_ PA^vIDE -1' tLC�c, O`E.`r iu rug �Cr,vtrN r'IA�r RI5E —
CLEGF7NIC�c
�*uEr, ,1r2M-
.�e,'n� r ('F: -7=H 10- ��,a T'fPICAL STAIR DETAIL.
i6r1M l utDlNu
SEE P.31t5
� 7�If�1��15 AND HANDRAIL5
REVISION$
r
BY
3
elo_..
4 i
1Z,
R►l4
Nn
L
N�Itr
-�,r'
IGS
t
z
Des
Saw
Drawn
Job
of �J ��siw.a
AALL
LiitILII
moi
I-. S
FASTEN KING STUD
TO HEADER WITH 6
16D SINKERS ->
FASTEN TOP
PLATE TO
HEADER WITH
TWO
ROWS OF 16D
SINKER NAILS AT
3" O.C. TYR
MINA. WOOD
STRUCTURAL
PANEL
SHEATHING
--- 4obfiQl W^ {tet �" t-4
- nuc lc Gc�RRc�61oN R C--�� UE'X F r- i'[t.
pit -T-(.PF- CF
AIL
j`•{ 1 ��i FRc�P t fr�ull fJtNcz !/tj'' Est. rt s"T
',L�� F�rz Lir_+r.>1►�c�
FLk4_44iF1C,\ o/tM 1r-, 0 ML -T
1 N S5 fi.l.U_-`O ('.�.T►•.{ �,-� Cv �..� c , E� l -I rk. r 1N
,Nc�l
- }r ). IzF CF. < ,t,•r•' ',CST "'�t;_ �:a:sL.,}? C iv' UIV-C-1..1.-r h3,z�ii4:,T WIN p%z_C-_S-uff_C
-?17.1; 1^�'t1= !,�' ,, ►•itJi2 %/�r! GC1r.if;2tY1> } Pou9CY,J tG.PIST MPrTI.YtL D
r-<,� 11 �r- 1' ler r P•al"- (x)t,►t�_`' > t t'..r_.ItJ;i Wvra - {L� SSUri� 'ti2.lS�4fl�:l� 1-jcx)v)
C l UN
,< -
Ipl$T / s
Ic,
--- - -
AEE '- �9ra w- TypIr-lily, A,hB,I a building Coop mandRla5 a minunUln W011. 11 IF exPtrClpd 11 m Ule ,4 111, b9 the
�� eFFp
dear net. usable unobsir vCleA wr(Iih In Ihi6 Case, I1nwRvAr. Nlndbd nBClinnS inlo the mud
C" -i
�—
-u- HIdth are acceptable -here located al or below Ih(1 Iwighl of the I,a„rh 11
45)L.ips0ni
LEDGER- ueo- �Ee rrE�e'� wrnBT CAP
FA-,TErJER5 U5ED Irl F r WOAD rx18r--
6F A5 5PECIrIED E3i. WOOD tIFR r
II Handrails
Riser
i
REOUI�ED l[OGER LONer(CnOrr tQR EYI - _ _
DECKS UStIIG UIN (8.5 t�G SCREwS---
x'ASIIERS
1 E 17' SCREWS SCREWS SCREWS SCREWS
o -- dIr Flax
L --
� l '/, plojeclion on �•--
z Ifi SCREWS SCREWS SCREWS 5CREtt'5 -.
-- _ — d side inlo Inquired
3 c 7
3 SCRETvs CREWS SCREWS s0f.l11 - __ ___1_ tii 3
�-
Mitt 6 1r
-- -- I �b 'n 5[airw��y wld(h � Sfallr,v@y
ff � tt� t p r _ W
l il
_ags into Inan��(act,,reu lurn� a rr�, t �� C�! tr; ;rr'I� , f.olls , I, d'!� In or less ,)9rnlillr;d
ar heve Solid nm backing „•'i i e.11et � i:1E _ be'O�^ p�an�Jr3i) height
CEDAR RrMCCJO
r•ED .J -C T? ___--
„}'ESAUNL 71Q.-�1tD UYX'C� ereA A,.I- err -PIT e.rsl.E rt.,tpn? ALIS T -OR 119E r -IA>( —_
u r pE�r �.c.-�e r,<aJc Acv i.. i il4.• „•
AL L
ul(�J DURrED rN TuP
r..r-e�Eo rel Cta lC riE iE 0ia..L i_ PF tS r F ._ - , �T „Pt; F7E �r_�n1Er7 � Grz,4C['_ -
-Fnrrcat- r'CXF,6 AT _ l tl I LIC
REC)URErlEllr
el_L;.ueo f3 u
uronerle -1 — rOvER 5TAIR OR
G 11.1r rrp no1.F un.rfJ r�.n •l . LM1 r q D �. 5 EE R303.6
c,I AA_j IST AII^",D v. -. r�-- _.._ _„
o"
w r pr-Vjr�f RI "F r23 - r ' (i TT��"�T ,
I
II II 1
z
i
1
I
(I ( TYPICAL I-141,01RAIL
PROVIDE LIGLIr
DIMENSICN5. TYPE I -
-
AT L�IDILIG
9EE 83115.6
II Ir) Cn,E-1011iT
ti I
C 1 1 r ISCLAL L l
Z R-! 1 r•-1 J'I
i � t, I, nT�ULA L!
E —
e1E tDEnr1
rr rCe F A
,
iFCrrGYM ' m
�T
l.._ roe,
alz36 r-IIN LAND [I
t-. Ar'aGlr-l3 �1 tL' I --
c r,ora
c1!_�':y; W - � C ECJc9 r18r ALLE r`
e�„t Iri6r r -
,pert t h -11I.1 F.1,R•1 -- -
Ir�lwT r-IAvF
I_ PA^vIDE -1' tLC�c, O`E.`r iu rug �Cr,vtrN r'IA�r RI5E —
CLEGF7NIC�c
�*uEr, ,1r2M-
.�e,'n� r ('F: -7=H 10- ��,a T'fPICAL STAIR DETAIL.
i6r1M l utDlNu
SEE P.31t5
� 7�If�1��15 AND HANDRAIL5
REVISION$
r
BY
Z / 2v, 1
1n
Des
Saw
Drawn
Job
of �J ��siw.a