HomeMy WebLinkAboutTW Audi - 7_06-PERMIT.pdf�
u
�
ai
0
v
0
N
\
�
o�
a
0
n
rv
0
N
°v
i
Z
v
E
V
a
�
Q
a
0
3
H
�
0
�
;
3
a
z
G/L EXIST. BM. _ —
G/L NEW BM. W/ I/4"
QIP PL'S. AT BRAGE
LOLATIONS.
END OF NEW J015T
LAP NEW ROOP DK.K
A MINIMUM OF b" WITH
EXIST. ROOF DEGK
����
3/Ib V 3-9
EXISL GM.U. WALL
BE 2EMOVED.
NEW G.M.V. TO �
MATGH SIZE OF
EXISL GMU.
8" GML. W/ HORIZ.
JOINT REME AT
I6" OG. VERT.
T/EXIST GMU.
20'_O'• � +/- .
RELD VERIFY
EXIST. 8" GMl
W/ a5 VERT.
REMF. AT 40"
O G.
����I�IV
� 3/4• _ ��_O•
�,� �ss sEE P�,N FaR
SIZE GONN. TO FAGE OF
GOL EE NV 3/Ib" RLLET
AND FLARE BEVEL
WELDS ALL AROUND,
nP.
see AR%H
DW65.FOR�
ST02EFRONT
SEE ARCH.�
DW65.FOR
FU2RIN6
2x BLOGKING NV-
Q) SIMPSON
TBI4605 SGREWS
AT I6" O.G., NP.
RELD VERIFY
2", MIN.
END OF EXIST. J015T
PER 5 J.I.
STL ROOF DEGK�
SEE FRAMIN6 PLA�
�
�
i i
I I
I I
I I
I I
I i
I I
I I
i i
— �i i �
�� � 2 MIN.
i
�II i 3/I6
I
J �
i
I I
i i
�
I ����I�IV
3/4" - ��-0•
EAST FAGE OF
EXIST. G M.U. _
EAST FAGE OF
NEW G M U.
b5 VERT. REINF.
AT 40" QG.
EXTEND REMF.
MIN. 24" INTO
EXISL G.M.U.
OFFSET
LOGATIONS OF
NEW REWFORQN6
WITH EXISTING
REWFORQN6.
6ROUT EXIST.
GML. SOLID AT
NEW VERT.
REWFOf2GING
LOGATIONS.
����I�IV
� 3/4�� = I._Q�.
TYP.BRAGE
TO GLIP PL.
G/L STL BM. W/ I!2" DIA. x
5" LON6 WELDED NEADED
5TUD5 AT 16" QG AND I/4"
HAN6ER PL'S. AT Ib" O.G.
5EE PLAN NOTES FOR
VERT. REINR GENTER
REINE IN 6ROUT-FILLED
G M U. GORES.
GONT. GOURSE SOLIDLT--
6ROUTED GM.U. POGKET
G ML_ AROUND JOIST
5EAT5. 6ROUTJOISTS
POGKET SOLID.
MASONRY TIES AT 8" -
O.G_ VE2TIGALLY AND
I6" QG. HORIZONTALLT,
NP.
GONL 5/I6 x("T" - VY') PL.
STOP I/4" FROM JAMBS
AND GOLUMNS.
GONTRAGTOR NOT6
�O NOT INSTALL NEW JOISTS UNTIL NEW
BEAMS, NEW BEAM GONNEQIONS TO
EXI5TIN6 GOLUMNS AND NEW GOLUMN
FOOTIN65 ARE WSTALLED.
- L4x4�/8 W/ I/4" GLIP PL AT L3�
BRAGE LOGATIONS. GONNEGT EA.
END AT TOP GHORD OF JOIST AT
PANEL POINT LOGATION NV 6" LG.
AN6LE SIM. TO 2/104.
L3x3xl/4 BRAGE SEE
PLAN FOR BRAGE
LOGATIONS.
5EE PLAN
SEE FRAMIN6 PLAN
FOR FLOOR GONST.
VSLAB
SEE PLAN '
5" DEEP
JOIST SEATS
HAN6ER PVS.TO
BOT.OF BM.AND
3/Ib TOP OF GONT. PL.
SEE ARGH. DWGS. i
����I�N
� N.T.S.
5/8" MOMINAU APA RATED, 40/20,
EXPOSURE I WOOD STRUGTURAL PANEL
ROOF SHEATHING. FASTEN SHEATHIN6 TO
FRAMIN6 W/ al0 SELFDRILIN6,
SELFTAPPING WOOD-TO-METAL SGREWS
SPAGED AT b" OG. AT PANEL ED6E5 AND
12" OG. AT INTERMEDIATE SUPPORTS..
CONT. 362TI25-43 W/ (2)
QI45" DIA. P,A.E'S AT I6"
QG, TYP.
3625162-43 AT I6" OG.
G,� H55. SEE P�AN F�R
SIZE GONN. TO FAGE OF
GOL EE hU 3/16" RLLET
AND FLARE BEVEL
WELDS ALL AROUND,
rrP.
FAGE OF H55 = —
PAGE OF SiUD
GONT. 362TI25-43
W/ (1) QI45' DIA.
P A F.'S AT I6" O G.
36 2516 2-43 AT Ib'
EDGE OF EXIST. GOL.
FLAN6E, NP.
T/EXIST. STL
RE D ER
BOTIEXIST. STL. _
T STL.
FIELD VERIFY
DETAIL IS SIMILAR
WHERE BEAMS OGGUR
ON ONE SIDE ONLY.
����I�IV
� 3/4�� = I�_Q��
EDGE OF SLAB = �
FAGE OF GONT. GURVEDED L3r3'S = A
FAGE OF AN6LE BRAGKET
LAP SND TO AN6LE BRAGKET AND FASTEN
W/ O 145" DIA. P.AF.'S AT 6" O.G AND 2"
FROM ENDS. PROVIDE A MIN. OF (4) P.AF.'S
L4x4xl/4 BRAGKET �
AT 48" OG.
6005162-43
AT Ib" OG.
GONL GURVED L3X3u5/I6. �
SPLIGE AT G/L JOISTS
ONLY, MINIMIZE SPLIGES
3/I6
3/16 �
3625162-43 —
AT Ib" O.G.
LAP FRAMING -
AND FASTEN W/
#10 SGREWS AS
sHOwN,rrP.
>• •L
/ /
/ /
/ / ��
�� STUDS GONTINUE
AT SOME
LOGATIONS.
����I�I V
� 3/4" = I'-O"
�����loi�
� NTS.
5EE 8/1.06 FOR
SHEATHM6 WFO.
3625162-43 AT I6" O.G.
GONT. 3625162-43 W/ (2)
OJ45" DIA. P.AF'S AT I6"
O.G, NP.
L3�xl/4
�YP.
tI5T.5TL =i
r�
LD VERIFY
EXIST. BASE PL RELD
VERIFY THIGKNE55 AND
DIMEN510N5.
rra. sia° rwcK ense a�.—
TMEW BASE PL. _
BOT./EXIST. BASE PL.
NEW ANGHOR ROD DIA.
t 18" TO MATGH EXIST_
:6 ANGHOR ROD DIA.
fER EMBE� NEW ANGHOR
J ON RO�S 9" INTO NEW
YR PT65.
rrP.
END OF JOIST
GOORD.IW ARGH.DW65.'
NP. AT
3/Ib 64-JOIST
�PER 511.
GOORD. W/ i
ARGH.DW65
SEE FR4MIN6 PLAN
FOR FLOOR GONST.
T/SLAB i
—X—x—X 5�
L3r3xl/4 AT EA. AN6LE
eRAGKET.
GONT. GURVED L3z�x5/I6
GONL END IRAGK
(2) OJ45' DIA. PAFS
AT EA. SND.
END OF AN6LE,
TYP.
I3A6 TYP.
L3x3xl/4 �
3A6
FAGE OP H55 =
END OF AN6LE5 p�
����I�IV
I� 3/4. _ ��_�..
TYP.
vz
I/4
��b�I�IV
3 �-���.. _ ,�_o��
EXIST. RC
DEGK TO
REMOVEC
�
SEE PLAP
VERT.RE
REME IN
G ML_ GOI
GM.U. W/
�OINT RE
6" O G. V
UL EXISL GOL.
AND BASE PL.
RELD VERIFY,
nP
UL EXIST ANGHOR RODS TO
BE REMOVED =
G/L NEW ANGHOR RODS, TYP.
n����io�
� NTS.
�
��
. �� r
�
_ /
J
O
�
� O
Zo
� �
� O
Z�
�
�
�
Seal
J
WC
G
Q
U
�
�..L�
wQ
°C z
� Q
2 �
�z
�T
V !
'�^
V J
�..�..�
�
T
�
�
19700462
STATE OF
�ND I ANP
•
Drawings
0 Prellminary
0 eitl Set
� PermilSet OSI22I2014
0 Construction
Revisions
�
�
�
�
�
0
0
�
�
� �� Prajec[NUmber
� A13-079
SHIRK&O'DONOVAN �� snee�rnie
WNSULTMG ENGMEERS, MC.
3�o ensr wi�sorv �rz��ce kono ��� FRAMING SECTIONS
WORTHINGTON,OH1043085 �
TFL(614)4�6b4fi5 ��
«,�.��„��o�.µ�..����� ��_ �
�� � SheetNUmber
.�re�s�i:�a�' g �
��.a��;µ�ro�.�=,o �� � 7.06
�