HomeMy WebLinkAbout0924.95.5IIZ° Rhin?
IUbUL
-TRIM $OMD_S
Z r, 614LL5 I iv OL
Iizll VKYWALL.
T la BA7i4 11JT0
GDRNER
Z-_ 1;AT-TE7- h L' Z cy-
IjZI YLTl;7 � ATL>tlAlE✓
154 KUv5 FELT i
i'c LT *JML4F:�6 �I
I Y
Z .` CEILI►� �C►►SiS 3 Z4 CC
1 � �
V
z • r "l FOLD N U
IA}SUL ON Tw 7v
EQUAL X--S5
G..l1TT6�
i I
FA6CJ A `-�
Z.. L,'4G_JvF_TA;CIA
3le�l F LIYJ' 11/�iJ��' . I
S1�1N(o Fes. gpFFl -' � '�
-L444� - 2W `�
I I ZI ii;ICa►D ►rvr�IL..
NAPV�iDAYD L,aP ��
w • L E �JRE
FL A�III.1�
7. 4 4 WALL'S e I LQ 0L
1Z•13 yxcAT' IkjG4 _
ru -v vAQDK 6hRR1E IC
Z • 10 F Lvt� ���T7 I Lot u-
., sL, M i'3m_
' V' -13 BA"TS'� t_ T""
l� Vi (1-i 1 y�•� x � � �21 L V.l.
NOD t BOLT SOEDUI.E
Extorter Fill Rod Spacing Bolt Spacing
o, to 31-6' Nona Nmulr'6d 6' O.C.
3' -7' to 6' 48' O.C. 48' D.C. in filled core
6' -1' to 7' 32' O.C. 32' O.C. In filled core
Over 7' Engineering Required Engineering Required
NOTE: LATERAL SUPPORT IN BASEMENT MALLS CONSIST OF 1 /S IN THE
FILLED COPIES OF CONCRETE BLOCKS.
NOTE: FOUNDATION DOLTS MUST BE ANCHORED TO SILL PLATE WITH V
BOLTS EMBEDDED 17' INTO WALL.
. NOTE: LrrAL GOVERNING CODES HAVE' PRECEDENCE OVER THIS SCHEDULE.
GENERAL NOTES:
•THIS STRUCTURE TO BE BUILT IN STRICT OOWLIANCE WITH GOVERNING
WM1ICIPAL CODES (CITY. COLJMTY. STATE. FEDERAL).
-CALCULATED DIMENSIONS TAKE PRECEDENCE DYER SCALED DIMENSIONS.
-CONTRACTOR TO VERIFY ALL MEASUREMENTS ON JOB SITE.
-STRUCTURAL AND FRAMING MEMBERS INDICATED ARE BASED ONLY ON SPECIES
OF LUMBER THAT SATISIFY THE SPAN.
-ANY STRUCTURAL AND FRAMING MEMBERS NOT INDICATED ARE TO BE SIZED
BY CONTRACTOR.
*CONTRACTOR TO CONFIRM THE SIZES. SPACING. AND SPECIES OF LUMBER
OF ALL STRUCTURAL AND FRAMING MEMBERS.
�1'v1(91W�s
(GL1fTER
11zkbI ANV5 WD
I
•- Y
).1QTE sEE ELEv AT I��: IAII va�[�E `,.
Z •(. SLJ6 F►tiUA
i
FDR 17ETAIL.
Z -4 WALISLILrr..
NT.
\ 107E
ZOi4C1 �v A►1 [��L vJALL SFF
iZ -13 GATT IW6LL
FL.'7FJR T'L.AN
PoL.ti v nv'RZ ,
■ �Ny
l
NS
I �.W Rl[d0 wSUL . � �
111E TTE
Rs -3
►Y■
C = F
I "AU R SY. I
Z • IO Fu'.7K AD 47e— Lt IL<lo_
I
&.z
FL.DCIC Q Co GLUE 4 U NIL
�ILNV�L w�u�.
y
3
�
p�
pt'FtT
Z •� S)LL
I�Zi •BI SILL t.�J.l.F7�
R w FILl'_/_ 4 ANiJ1� 8R.'T�- t�2K /S
ALL0CV IN(a TO La-AL G�7VEK NI f�1C�
40C.MEV ULE T N iC TI4�E
- -G2Z
wE�,T1- �LPRL� �
ALE
y .. f i
�P�� 1-�I E ►�1 T
�c,L,DMJ c..R
9 �CE/L/MC.S
1
sib P & ate CRS'► - >.
4iLOn1L FLL?Y- `�-� -�• ►O•ID wuH
OW L NIL_ ,IpDLY VAPCJ� R
ON wN 4 GDKrk -."TED
(„RAJJULAZ FILL
m FDUT I NCB
o
,
N LZ 1Ir4 1.E6A�
VKA11,1 'TILF. •
l�AVEL z1L.L
z WADI.,
��C,T 1 D� ®-
x ALE
3/6
-I-C?
L0k1GEA1£D -
i avzE j TD
C0;7-_r Vzx>-i ' )
m lAl1_J
L_ E L,
wXT_'
NOTE-- CI\ &IIvA1C'1') Mlt`I.
CLEAXANX.Ge FM
HsXP9DDM & ALL
A7TAI"
obi
Dl
Z ■A10►LI+S
Q• Ili rx- L-
Z • 4 IN-MR OK
WAll.s F, ILoIaL
R -13 '5AI Ttp
►� `II RI GSD 11.14,U'„A'T 1QIJ
'.�ID1Nb
Z •4 g1�l.KINL� �
LAO cc YERZTI, ALV
1�LI N 1NSUi. IDIJ BEHIND
I/ >3ALK1 N!a
R • 19 &ATE � W �..DbJ I J 11JSU'l- D*1 TUP
TG EQUAL. R; 30
R 3G {sATT -� f
GDA1L PAD
Aid tz�a C71011� 5
Z L. XXX
iO B<✓�ROOM*Z
LEVEL_
,be I to swq� �
Z .10 4LDPE'
C.EIUhIL�
Z410('.
('R= . 4-S)
W •Tt(� FI,� L�WE M NAIL.
I- 1� PIZ To
roA,.E► -{F,NT
Z • 0 FLVW ZD ST-6- L' ILP11 m
W .7 t to FLOW - G kIJG # 14 AIL.
W 10 -A 7.7.
\4 E
AST" AL'T 4 AIVJ (,OLS6►
N ROW 6"P'ATw N3 G
II Z
15r ROOF n L'r
%Z. W ,V- 4ia.' lR
C.LLkv 4 NAILED
Q - 13 B41T
n.nUL.. e J..'
R1M
Z r B �oll..L
148ALER � �'
01.8i • IteM G►�IIrS '
FOR
bl� IZirtll: C1iU5 � � ^-
s�
S
� vLJTT�
I � zl . s i 1d AiZC�6�J1RD
FAL.LI A
3 jB I F W �N ►�1►�43�U
4 4PNLo VOW t,OFFI►
F LUI-M 4- DLPE -V- LOUR4E
� � 1/ZN iC1C.iD IU�L1L
kvz ISTA Z Q R I. o)
74vy IDE WALL Z 1 r., S
hev 1' EC.G5'bA ZY.
CIRNVE VARIF.S
vel ton -
G1 e-qvrl•
CT+k
P�
rimer
F N .
Y
■r�
Y ■ Y �`
I J
V �
Y = p[
Y
jr
04
0;3
■" : :i ke7
N -_.
■
V C
JY
off.
•- Y
cE■'
NT.
u -vhL
■ �Ny
l
NS
~Yp
»_
►Y■
C = F
■
uY�•
N 1,
t C] y
&.z
Ef?
d
00
Torn
U�
0
L W
p W
�zN
ry O
t �
E
O
Lei
e-
ae
ar �
•, N
1
JI
4n
mms
y
a
v
1380
►LAM Mq�
.feFLTIWt
V'r
7A