HomeMy WebLinkAbout0553.97.8�r
r A&
0
• 11, r
I12!1 DK,` WALL
N I WW;� A'TV LAP
\ /bTV INW W- LoIIEXPD,-A �
1
I�ZN �I(alt7 IN1�.�tJLI�TiOi\1
� /ell FI�IKH Fw�a� sv►rvc. -.
Fcv_ 4e IT
Z -G. SZAFTMS 0 Z4Loc..
I�Z�ROQF _41£J\llllt�IG �
`SHAVQG SNING.I PAZI
3 o� XODF FF_I .T ---
"AvrL.A�v Vw-vLES
7--L. A-U72-FASUA /
FLA61-°1-IpN(s
I jZn, ,ten HARvBowu
F�L-IR
3�Q�N FLi3e,:l NARD4r.D�D
S1VtN1ts� FQi� �AFFIT �,
Zil CONT P-NW- YEAIT
!
W INVO11"
RW FILL/-) !t ANLHDR BOLTh
A(,-Lf}WN (s" 10 L. X AL.
GpYQVMINfA CDM6-4FE
L,(_Ps 17_v_ -THIS TAt�
4:29AVV VARIBev, �1
W
``F�Li7N GTZA'GE (l..
R77. "VAT 10"
�1I ►ftoR CONT C,CJ►J(;. /
Co FDUTINto
co
iZ
�C- �Iay18ATi �S�W 7�I.DtJ N
IWAy -, ON 1 W I 10
GCQUAII R- 31e:1
JrL 11 DRY WALL
Z -4 WALL/v Q II;Ioc -.
R- T3 $RTT 1 N -Au.
PQL`4 VAPOR
W RIG71
-13 BAITS. (?RIM
Z -to LEILINL, M15Tb
I° 24Ior�.
-L. IQ FJ,,0- OL VI -T4LU.
FLUUK.- /FLUFA F WAIL 9P
6 VD1DCs NLs I
I�ZitVRVWNLI, 4ke FOX
�At'1
WAILS ellooL
.
7-13 SATT. IN6uL_
F_.ZNMI U IFI=r-t
7.41(7 FLCGK _)mTS td oc..
W -T 4tsi , FL.00JfZINLa - Ca.1 N .
$TZTDJ'a1NCa
-13 BAT- 5 & RIM
z. -8 <=ILL
.� I'ZU • !?sum '�AL.6K
BA��`'1E1�1T
At CON( . FLOUR W - to -lo - Ow ID W W H
ON (o HL_ TaY NA TIM BARRIER ON
MINI 4CQHFAc_1w 69MULAR FILL
��� MI:� TAG U�T� 'Y` ` � -- "i •� ,l -� -
PAIN T kE I
&'RAVEL FILL
sc.ALE� 3/>3 - to
RtxS l iitx F (]tlxli.E
Exterior FLIT Rod Spacing Dolt Spacing
0" to )'-6" done RequIrod 6' O.C.
3' -1" to 6' 48" O.C. 48" O.C. in tilled core
6' -1" to 7" 32" O.C. 32" O.C. In fillod core
Over 7' Engineering Required Engineering Required
1101E: LATERAL SUPPORT IN BASEMENT WALLS CONSIST OF 1 15 ROO IN THE
FILLED CORES OF CUK',MRE "LOCKS.
NOTE: FOUfiIDATiON DOLTS MUST BE AIICIUREO TO SILL PLATE Willi V
MUS E14HEMED 15" INTO WALL.
NOTE: LOCAL GOVERNING CODES RAVE' PI7ECCT)ENC;E OVER IBIS SCIIEDUL.E.
GENERAL. NOTES:
'THIS STRUCTURE TO BE BUILT IN STRICT COMPLIANCE WITH GOVERNING
MUNICIPAL OWES (CITY. COUNTY, STATE. FEDERAL).
*CALCULATED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.
'CONTTt aM TO VERIFY ALL FEASUREWNTS ON JOB SITE.
'STRUCTURAL AND FRAMING MEMBERS INDICATED ARE BASED 014LY ON SPECIES
OF LUMBER TMAT SATISIFY THE SPAN.
'ANY STRUCTURAL, AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED
BY CWMACTOR.
ecwrRACTCR TD CXTNFIRM TtiE SIZES, SPACING. AND SPECIES OF LW9ER
OF ALL STRUCTURAL AND FPAM14Z MEMBERS.
R -M IZA"C°#h `44- N- 7lu-Nty tt4i6l.11.
ON 1CX TD SOU.&L F,-3e)
iislisiziifzxi:. �, zskrszis #:ilt�t:et;- rti�r +�saxn-riitts: rral.
Z F� C.EIL "11Nta 1C11�
l._ �I•�'Fa
f.ElL:itJtn
' _N Ica ip-N-1Y.0
9 ~ ICS`
4 E rir- V TV-Al-LW
It °J X,0- XT ION $I" 1'1I1` 17
1�1F�ICs:IF3 iC11LILA,jI {)11 - -
v1- t? V Al 1 'ITIV:11 t,_W ICA= l
fJri T ,I %�
�V � �th11 t�YwAl.l
rr�rl T aAVP- 6it to
ti� woor� �
RAIL- 1411! -�
e T+►(_-..1=t )w-
- caL -U64) 1 NAN..EV _ � 1
r 11-0
LANVINC" ,
��� r 112MWALL-
'TO \4F,L_ 1 _
Z *Io R-CM j-1- \A. 'T 41.0. 71- MIZINL-+
GLUEY T NAILED
Fj
-rzzE
WIDY, 72L
Zvi � STEEL., PULE
T
4AGt7t4tt T7 UXX, W- Ls. -L. -0 *0 W'I t1
ON L MIL- T QL`rt �//hT'(X P�D�.F.IE4
ON H".g L.f)11F TEV &9NAUL.AR FILL
'LStI'tilY : 7 V'� " rt• }i� .� �,�1I ik'�'+
-TR1"
I 2 VAN V1;\ —\
Ijot.. W- T ate. TLS-
t'nL..UEV 4 1.1AILJ-__V
f 1 j 7 !r L7I��1 r.1At_L.
TZ -1 Vu T Tev U- TU
A 4�)ELM�1\J 0
`'Z►1 RK IiJ ITv.UL.A -t'1C N
AI'~TA(
C� RIM
MICN It7F_ t INUL_ 7
7�// NPCPI A Y
Z.„g SILL--
In- R.�L�ILL.�
_ • � �� car. nv,`
fa!-e,' xltl.IC,MUI VAQ.1U-4,
PM BACKL.P
LA_ t ,
fit * I Z! - ItA- ,t1t�� == I
WC D METAL. I TVEl 1_A(_.f . R.OF
CI I IHNE L
Y w - .Ri( -XI
�. Y
V ENUT_
a- a'ti w tal l hm1,..1,
T'L�Z
I► `
oTna1 X
Y KAYT_
I I1:t't'J�x
t'RC7Vt1�'4 Y� JtL�
.__
7 1 Ft.:l1X.S)V:'T/_7 t217q
146% FUJIMIMU� GO-7
i
i Q RIM 1 ?i ti l ,I# 4L,
_ _ ! R ALA=
' 4f; r(cx GtltJl rw Fav-v.
' IJ,
. T" FI4.f�t.lai.C1
t�P"TNE:IZ "Ili" �� - __ ,� _._,...- __.�•� -�.� . __ �H >w�- �,:•>__ tvVtiIJTJTAC,iTL.i�„F..1<'f� � "TrC.1FTC1�T�it:�.1�
;' T A
Fi
TT?UN A--t UN
41eolvc-, TL.t7f)1Z w I- -r- 1f3 ■ ir,7 w w.M .
'< Ohl La H1L F`Gj__Y VAT7j ? FC T:1 its CAN
t11N. 1 °Ico IirP TF_D 6RANLA -I\V, FILL.
.J.✓!Y #�1.1? 'Sts.- t _..1._.. - ..�...� f (Y '� • cji ,
�: - � -� PF,�,IN •iIL_E 4
w r t• w
t
F�• N i- N
14 11
wo
+Y ;Y
� Y =
Yt Ot
w s V
F "
L• G� x
: Y
"
p1J(ty
P L Y
W r °�
t F � 64rY�a
av
t E
i-
<E
E 1z
t ,K
4 iOR
V y.itC
n =f
4 w t
a
awn
�t
p
FF:<
e
to an
�NS'7
= � N
to r tT7
U o; .-
C to r'')
0 W
Z cv
ro 7
.- o
V m
■ E■
1 u
was
�s
4n
1510
PLAN 040.
1 NU1Eh
SM ET
8Cw9/