HomeMy WebLinkAboutS03.02 Structural Const DetailsFLAT WASHER
+ I I/2'0 NUT
2'-0 I/2 1/2'0 COUNT NK
SCREW,
® ® STEEL R
_ _ 1
— — I/2'0 COUNTERSUNK BOLT, TYP J /1 CAP LATE
R3 TEEL BAR AT MEDIUM SINK R4 SEC ON
(4) 3/810 HILTI 5/8" 4' 5/B" (2) LONG SLOTTED
KWIK HUB HOLES 9/16"z1 1/4'
-v 1
THREE
N 3 I/2' 2 I/4° 15/8' 1/8 SIDES
FOUR
SIDES 1/5 sip
BASE PLATE CAP P
DOUBLE 26FRT
BLOCKING
MTL STUD FRAMING
MINIMUM 3 5/8' DPI
20 GA S 16' O.C. MAX —
G
Nr
NOTES;
I. PLYWOOD SHALL BE EXTERIOR GRADE
STRUCTURAL I PLYWOOD. USE FRT WHEN
REQUIRED BY CODE OR LOCAL
JURISDICTION,
2. GLUE SHALL BE LIQUID NAILS ULTRA
DUTY POLY ADHESIVE INSTALL PER
SHEATHING �MBH
ILLUMINATED NON -ILLUMINATED•
METAL BLADE SIGN MOUNTING FOUR LAG SCREW ATTACHMENT
PLATE, SIZE VARIES (SEE BLADE TWO LAG SCREW ATTACHMENT .••w.�w.ros°id1Yrni
SIGN SHOP DRAWINGS) pwmruugr
2z2z16GW2°LG FRAMING 2z2z16GPX2"LG FRAMING Si�HF.Nj.4jFT,,
CLIP 70P d BTM w/ y yRSTp r ��
.. — (2) #12 SCREWS EA LEG CLIP TOP / BTM w/ 4y Fp'
• i• OF BLOCKING EACH END , (2) #12 SCREWS EA LEG = No IOaN5so c
BLADE SIGN METAL BLADE SIGN MOUNTING OF BLOCKING EACH END o __ / -
PLATEr SIZE VARIES (SEE METAL BLADE SIGN MOUNTING�p STATEOF i�me
BLADE SIGN SHOP DRAWINGS) PLATE, SIZE VARIES (SEE
3/8' CIA LAG SCREW -LENGTH AS REQUIRED TO BLADE SIGN SHOP DRAWINGS) �rrr#### " ylrla
EMEND THROUGH FULL DEPTH OF BLOCKING
COORD FIN15H w/ ARCH DRAWINGS — — — — 9
4 TOTAL AT ILLUMINATED SEE MVS03.02 -
2 TOTAL AT NON -ILLUMINATED SEE M2/503.02.
DOUBLE 2z6
PROVIDE PLYWOOD SHIM IF \\\ FRT BLOCKING ` BLADE SIGN
SHEATHING I5 GTPBOARD, DOUBLE 2z6 `BLADE SIGN
THICKNESS T SHIM TO FRT BLOCKING PROVIDE PLYWOOD SHIM IF
MATCH SHEATHING. EXIST SHEATHING 15
PROVIDE PLTWOOD SHIM IF
FINISH MATERIAL EXIST SHEATHING IS SHIM OTO MATCH SHEATHING.
WHERE FINISH IS EIFS, STUCCO OR GYPWARD. THICKNESS OF
OTHER NON -RIGID MATERIAL MTL STUD SHIM TO MATCH SHEATHING. MTL STUD
PROVIDE SOLID WOOD BLOCKING FRAMING, MINIMUM I��\ FRAMING. MINIMUM I��\
(TREATED AT EXTERIOR) BEHIND 3 5A" DP, 20 GA • FINISH MATERIAL 3 5/8' DP, 20 GA • `- FINISH MATERIAL / /\ Z O W
MOUNTING PLATE P 16' O.C. MAX WHERE FINISH IS EIFS, STUCCO ®Ib' O.C. MAX WHERE FINISH IS EIFS, STUCCO / / O N
OR OTHER NON -RIGID MATERIAL. OR OTHER NON -RIGID MATERIAL. V //
PROVIDE SOLID WOOD BLOCKING PROVIDE SOLID WOOD BLOCKING a �
(TREATED AT EXTERIOR) (TREATED AT EXTERIOR)
BEHIND MOUNTING PLATE BEHIND MOUNTING PLATE U t a
SECTION SECTION
R1 3 . T-0 R2 s _ r a•LATE l MANUF RECOMMENDATIONS. D1 g•.1'_p SHEATHING D2 a•-1, 0, SHEATHING O r
b
N
3 5/8' STUD WALL ON -- BLADE SIGN SUPPORT DETAIL 3'=1'-O" ° IX
Z
EACH SIDE OF POST NOT USED M p E a
W/ CONCEALED FASTENER O -o
1 - - COUNTERTOP
1/2'z2" STEEL BAR
SEE R3/503.02
HSS 1 4TI 1/4z1/8
Fy- 361 p\1\ V4' CAP PLATE
1/4' STL 50 EW TO LIGHT
GAGE WALL TUD ON E4 SIDE
it
c FACE OF
II WOOD VENEER
HSS 1 I/4zl I/4zl/B
Fy 36KSI
I
3 5/8' BOT TRACK
RI
I/4' BASE PLATE
rW as
InSECTION FOR A T?�4
DIUM WALL MOUNTED DEMO SINK AT 11/2"=1'-0•
BW PASS THRU - SUPPORT DETAIL 12616
M
1/2'0 NUT
FLAT WASHER
4'-3" 1/2'0
b' 4x COUNTERSUNK
I— SCREW, TYP
® ® STEEL BAR
I/2'0 COUNTERSUNK BOLT, TYP CAP PLATE
N3 STEEL BAR AT WIDE SINK 4SECTION
(4) 3/8'0 HILTI
5/8' 2 $. 5/8'
KNIK HUS
ran
(2) LONG SLOTTED 5
1/211�I
+
HOLES WlBhtl
114'
Mar
CP
n
THREE
gg
3 1/2"
SIDES I/8
15/B'
15/8
FOUR
SIDES
2 3/4'
2 3/4'
Ire
BASE PLATE
N1
CAP
N2
PLATE
a• . r-0•
a• , 1
0
r 3 5/8' STUD WALL ON
I EACH SIDE OF POST
1455
45 1Fyw l
KSI
'-9 5/16,
1/4" STL SCREW TO LIGHT
GAGE WALL STUD ON EA SIDE
FACE OF
•� WOOD VENEER
HKES 1114X1 I/4XI/8
Fyn 36KSI
3 5/8' BOT TRACK
1/4' BASE PLATE
Y'
rt
RELEASED FOR CONSTRUCTION
N SECTION
Subject to compliance with all regulations
of Stile and Canal Codes
City of Carmel
1)DEMO SINK AT
�Nm�l
>UPPORT DETAIL
STONE COUNTERTOP
I/2'z2' STEEL OAR
SEE N3/503.02
114' CAP PLATE
` VERTICAL SLOTTED
5LIP-TRACK PER
DETAIL V503.01
I I
I. SEE ARCH DRAWINGS
FOR CEILING
I I
0
zF
u
R
u
t u
r
3
L
u
�
P
0
6
o
i
v
z
W R
n
�
t
�1 u
Y
N
ZpJ
V
TABLE A3
STUD SIZE MATRIX FOR PARTITIONS THAT
LATERALLY
SUPPORT FLOOR MOUNTED
STOCKROOM
SHELVING
SEISMIC DESIGN CATEGORY
A.
B & C
STUD
DEOWMATIOH
STUD
DEPTH
RANGE
WIDTH
STUD
GAUGE
STUD
SPACING
YAXMM WALL NEW
NON-STRUCT
DEL STUD
3 6/0
11/4'
20 OR 20EG
16"
NOTES:
REFER TO NOTES ON N/501.01
SEE ARCH All '3
FOR LOCATION FULL HEIGHT STUD WITHOUT DIAGONAL BRACING
11/2""1'-0" WALL SECTIONS - NON -SALES SHELVING
N
D- NON-STRUCT STUDS SDC A, B & C
J U c>o
P�v Z 3 0
U Yit)
/
CONNECT E
IA/ICLTU�OR
W a r
ND
VERTICAL SLOTTED / CONNECT TO
STRUCTUREPER
E
'0"
s
SLIP (TRACK PER / // EXISTING STRUCTURE
DETAIL V503.01 /
// //
/ /
E
LIJ c
CONTINUOUS DEEP LEG
o
v
/ PER DETAIL E/503.01
///
CONTINUOUS
/ /
J
TRACK (TRACK GAGE
i•'='
HORIZONTAL STUD (SIZE
L
TO MATCH STUD GAGE)
�-�
TO MATCH WALL STUD)
/ /
/
W a
O y
3 5/8° DIAL BRACE..
3 5/8" DIAG BRACE
UT
(2)-#B SCREWS INTO
SEE DETAIL A/503.01
AND
/ SEE DETAIL A/503.01
1.- H
EACH VERT STUD
//
////
STUDCONN
TOG
w/(2)-#8 5CREW5 a B'c/c
/
/1
/ A.F.
_F
12'-0+_A.F.-E
CONNECT TRACKS TOGETHER
m
/. / SEE ARCH DRAWINGS
m
w/(2)-#8 SCREW5 ® Wc/c
G.C. TO FIRESAFE SEE ARCH DRAWINGS
PENETRATIONS IN FOR CEILING
FIRE -RATED WALLS
(Ill SCREWS
EXISTING
DEMISING
WALL
I
STANDARD BRIDGING
AT 4'-0' O.C. PER
j DETAIL R/503.01
� I �
N
� G
N I SEE ARCH DRAWINGS N
FOR SHELVING
. I CONNECTION TO WALL III
III. �I
I III II
.. — . — NON -SALES SHELVING.
SEE ARCH DRAWINGS
�8111 I�
I III �I
I III II
STUD SIZE MATRIX
TABLE
FOR PARTITIONS
A2
THAT LATERALLY
SUPPORT FLOOR
MOUNTED
STOCKROOM SHELVING
SEISMIC DESIGN CATEGORY
A. B & C
STUD
DESIGNATION
STUD
DEPTH
FLANGE
WIDTH
STUD
GAUGE
STUD
SPACING
MAXIMUM WALL N®GNT
TO DOIRI! TRACK
NON-STRUCT
3 6/8,
1 1/4°
20 OR 20E0
16"
12'-0'
NOTES:
REFER TO NOTES ON N/501.01
FULL HEIGHT STUD WITH DIAGONAL BRACING
FOR CEILING: 3
8 Gg I xkae
(6)-#8 SCREWS cge�lg �e5agee I39Fn: 3�V5 a�l�s I io�a
WKS: �a-w- e��agtt
gel= aWGog e- ssg
$uSY
will ling HN3=9
-12
E
N
.�
STANDARD BRIDGING gE�MgQ ��geg gi �wg
AT 4'-0'O.C. PER SAaEGer e=E5 s`g nEa
DETAIL R/503.01 G g 9 g E€ s p
NHui 9
oa,
O Y Dp
_ a�M
I^°fv
N
SEE ARCH DRAWINGS Oj
FOR SHELVING V
= CONNECTION TO WALL r
II 1I
r C0
'°
iE
O O
I I O O a�a
III fI `y Wp N 00
IF - �I p gU0
NON -SALES SHELVING. O 1 o: :O
SEE ARCH DRAWINGS
11 I mLU �3
C) a m
— off F a
=IOU—gs=_
_ 11— >w
U W O
I I Ina c Jro—o: R7aS'3 a In 0�N�
I REVISIONS:
IEpWRFO RY: W1F
STUD SIZE MATRIX
TABLE Al
FOR PARTITIONS THAT LATERALLY
SUPPORT FLOOR
MOUNTED
STOCKROOM SHELVING
SEISMIC DESIGN CATEGORY
A. B & C
STUD
DESIGNATION
STUD
DEPTH
FLANGE
WIDTH
STUD
GAUGE
STUD
SPACING
YA)MM WALL "EIGHT
NON-5TRUCT
3 5/8,
11146
OO OR 20E0
16,
12'-0"
NOTES:
REFER TO NOTES ON N/501.01
PARTIAL HEIGHT STUD_ WITH DIAGONAL BRACING
1" = T-Ow
OGD6032AO18RACR'
DATE ISSUED: 05/31/ 019
DESIGNED BY:
DRAWN BY: MAS
CHECKED BY: JDL
STRUCTURAL
CONSTRUCTION
DETAILS
6
DATE: 07/16/19