HomeMy WebLinkAboutS-603 - TYPICAL DETAILSSHEATHING NAILED TO STUD, SEE WALL SCHEDULE
18 (3)8D NAILS @ 4' SPACING AT EACH STUD
2X BLOCKING
(SHEATHING MUST BE CONTINUOUS
5/8' TYPE X GYPSUM WALL BOARD
ACROSS FLOOR SYSTEM) OR (1)
SIMPSON MSTAM36 @48'O.C. W/ Q}10d NAILS.
WOOD STUD WALL, SEE PLAN
(FOR UPLIFT ONLY)
FLUID APPLIED WEATHER BARRIER
BATT INSULATION, SEE ARCH.
PT 2x SILL PLATE w/ EXP ANCHORS
2" CONCRETE TOPPING
AT S
@ 48'mc, 3 1/2' EMB, AT SHEAR WALLS
SEE SHEAR WALL SCHEDULE FOR
-FLOOR
CONNECTION TO SECOND FLOOR
SEE PLAN -
-n{� n'.n." :
900 BEND W/ACI STD. HOOK TYP.
HOLLOW CORE, SEE PLAN
SECONDARY POUR
(2#5 BAR CONT.
900 BEND W/ACI STD. HOOK TYP.
ICIF WALL, SEE PLAN
5/8" TYPE X GYPSUM
(2) A35 CLIPS BY SIMPSOI
1/2" BE SHEATHING-
2X4 WOOD KICKER @-Z-C
(2) A35 CLIPS BY SIMPSOI
ROOFING, TPO MEMBRAt
PARTICLE BOARD
4" RIGID INSULATION—
(1)2X6 WOOD BLOCK W/-
(4)1 Od NAILS @ 24" O.C.
PLYWOOD, SEE WOOD —
DIAPHRAGM SHEATHING
SCHEDULE
OPEN WEB TRUSS, SEE I
1/2" RESILIENT CHANNEL
5/8' TYPE X GYPSUM BO
WOOD STUD WALL, SEE
2X BLOCKING
5/8" TYPE X GYPSUM BO
2x6 WOOD STUD @ EACH JOIST _PI
SHEATHING NAILED TO STUD, �\
SEE WALL SCHEDULE
HOLLOW CORE, SEE PLAN
(2)#5 BAR CONT.
INSERT #4 HOOK BAR @ KEYWAY
& FILL WITH GROUT
SECTION 01
SCALE 12"-1'-D" mz.z sBm
STUD @ 12' O.C.
PARAPET LVL 1
60' - 1 1/8" V
(4)8d NAILS
C DETAILA
4 m
in
EIFS, SEE ARCH.
DETAILA
moo, 1 2 (4)8d NAILS
ROOF LVL
55 - 11 1/2" 11
1 1/2' RIGID
INSULATION
PLYWOOD, SEE WOOD
DIAPHRAGM SHEATHING
SCHEDULE
SECTION 04
SCALE 1/2"=1'-0" ael saa
DHU210 TOP MOUNT —
HANGER BY SIMPSON
SEE WOOD DIAPHRAGM
SHEATHING SCHEDULE
2XIO'S
2X10'S y
ILE
1/2" RESILIENT CHANNEL
5/8" TYPE X GYPSUM BOARD
RIM JOIST
SHEATHING NAILED TO STUD, (2)2X TOP PLATE W/(2)16d
SEE WALL SCHEDULE
TOE NAILS@ EACH JOIST
5/8' GYP. BD. MOISTURE
RESISTANT
ZX WOOD STUD
PT 2x SILL PLATE w/ 1/2'B EXP —
ANCHORS @ 48"O.C., 31/2" EMB.
ATTACH PLYWOOD TO LEDGER -
W/ 10tl NAILS @ 3" O.C.
(2) 2x10 LEDGER SVP 3/4" CIA. X -
LONG EXPANSION ANCHORS
@ 8' O.C. (STAGGERED)
zzl;6'
SEE WOOD DIAPHRAGM
oil
SHEATHING SCHEDULE
2X10'S a
RESILIENT CHANNEL
�1/2"
5/8" TYPE X GYPSUM BOARD
-
�
TOP FLANGE
HANGER
HANGER BY SIMPSON
BOND BEAM, SEE PLAN
RELEASED FOR CONSTRUCTION
CMU WALL, SEE PLAN
Subject to compliance with all regulations
of State and local Codes
SECTION 08
City mf Camel
SCALE I2"=1'-0" -zoss sem
\n'
DATE: 07/22/19
2._6"
INSERT #4 HOOK BAR @
& FILL WITH GROUT
2"CONCRETE
SECONDARY POURS /
HOLLOW CORE, SEE PLAN
1/4 V
PL.8"X20"Xi/2" W/ (8) 1/2'X17
LONG NELSON STUDS.
5/e' TYPE X GYPSUM WALL BOARD
SHEATHING NAILED TO STUD, SEE WALL SCHEDULE
WOOD STUD WALL, SEE PLAN
1/4
BATT INSULATION, SEE ARCH.
FLUID APPLIED WEATHER BARRIER
(3)8D NAILS @ 4' SPACING AT EACH STUD
(SHEATHING MUST BE CONTINUOUS
ACROSS FLOOR SYSTEM) OR (1)
PL.8'X12'X12' W/ (4) 12'X12'
SIMPSON MSTAM36 @48.O.C. W/ (7)-10d NAILS.
LONG NELSON STUDS.
(FOR UPLIFT ONLY)
PT 2x SILL PLATE w/ 12'o EXP ANCHORS
@ 48'O.C., 3 1/2' EMB, AT SHEAR WALLS
SEE SHEAR WALL SCHEDULE FOR
CONNECTION TO SECOND FLOOR
900BEND W/ACI STD. HOOK TYP.
1/4
(2)#5 BAR CONT.
PLB"X217XS/8' W/ (8) 1/2"X12"
PL.8'X12'X12' W/ (4) 12'X12'
LONG NELSON STUDS.
LONG NELSON STUDS.
STEEL BEAM, SEE PLAN
ICF COLUMN, SEE PLAN —
SECTION 02
ICE COLUMN, SEE PLAN SCALE 12"-1'-(r
PARAPET
STUD SIZE
X
V
Z
TYPE
T/PARAPET
2"X6"
4' 3"
3" 2"
1'4=
EL=+60'-1 1/8'
T/PARAPET
2"X6"
8'8'-4-
8"-3"
1'-0"
EL=+64'-1 1/4'
SHEATHING NAILED TO STUD,
SEE WALL SCHEDULE
2X TOP PLATE
EIFS FINISH
SHEATHING NAILED TO STUD,
SEE WALL SCHEDULE
ZX BLOCKING
ZX WOOD STUD @ Z O.C.,
SEE PARAPET TYPE SCHEDULE
(2)2X BOTTOM PLATE
W/(2) i6D NAILS TO SHEATHING
(2)2XTOP PLATE W/(2)
116d NAILS TO SHEATHING
WOOD WALL, SEE FILM
SHEATHING NAILED TO
SEE WALL SCHEDULE
2X BLOCKING
SECTION 05
SCALE 12'-1'-0" 5�706.75�88
C
5/8' GYP. BD. MOISTURE
RESISTANT
SHEATHING NAILED TO STUD,
SEE WALL SCHEDULE
ATTACH PLYWOOD TO LEDGER
W/ 10d NAILS @ 3' O.C.
ROOFING, TPO MEMBRAP
PARTICLE BOARD
-2x10 LEDGER SVP 3/4" CIA. X 6" LONG
EXPANSION ANCHORS @ 8' O.C.
4' RIGID INSULATION —
PLYWOOD, SEE WOOD —
DIAPHRAGM SHEATHING
SEE WOOD DIAPHRAGM
SCHEDULE
SHEATHING SCHEDULE
N WEB TRUSS, SEE PLAN
RESILIENT CHANNEL
TYPE X GYPSUM BOARD
'GYPSUM
BOARD
A35 CLIPS BY SIMPSON
2X4 WOOD KICKER @ Z O.C.
ROOFING, TED MEMBRANE
12" PARTICLE BOARD
4" RIGID INSULATION
(2) A35 CLIPS BY SIMPSON
2X WOOD BLOCK W/ (2)16d
GALVANIZED NAILS @ 16" O.C.
OPEN WEB TRUSS WITH SLOPED
TOP CHORD, SEE PLAN
1/2" RESILIENT CHANNEL
5/8' GYPSUM BOARD
SECTION 09
SCALE I2"-I'-0" S@O6P SK]
TOP OF ROOF
ELEV. SEE PLAN
(2)2X TOP PLATE
DHU210 TOP MOUNT
OHANGER BY SIMPSON
B PLYWOOD,SEEWOOD—
DIAPHRAGM SHEATHING
SCHEDULE
2X10'S �
12' RESILIENT CHANNEL-
5/8' GYPSUM BOARD
2X WOOD STUD @ Z O.C.,
SEE PARAPET TYPE SCHI
GATT INSULATION, SEE ARCH.
HOLLOW CORE, SEE PLAN 5/8" TYPE X GYPSUM WALL BOARD —
TOP OF FLOOR 5/8" OSB SHEATHING
ELEV. SEE PLAN (3)8tl NAILS @ 4" SPACING AT
sd EACH STUD(SHEATHING MUST
BE CONTINUOUS ACROSS
FLOOR SYSTEM) OR (1) SIMPSON
MSTAM36 @48"O.C.
W/ (7)-10d NAILS. (FOR UPLIFT ONLY)
STEEL BEAM, SEE PLAN
PL.8'X20'X12' W/ (8) 12'X12' (2)16d NAILS @ 16" O.C. INTO TOP
LONG NELSON STUDS.
T
SECTION 03
SCALE 1/2'=V-0" .mse s.aa
METAL COPING
2X6 WOOD
STUD @ Z O.C.
DETAIL A
T.O.PARAPET
312" C
ELEV, SEE PLAN
1'
•
x
(4)8d NAILS
(4)8d NAILS
r
DETAILA x
co
(2)2X BOTTOM PLATE W/(2) 16D
CMU WALL,-
O
NAILS TO SHEATHING @ 24' O.C.
SEE PLAN
x
=
TOP OF ROOF
BOND BEAM,
--
ELEV. SEE PLAN III
SEE PLAN
_
2X6 WOOD STUD @ Z O.C.
NAILS@ AT
ESPACING
EACH MUST BE
US
EACHNUOUS
CONTINUOUS ACROSS FLOOR SYSTEM)
ACROSS
8(1)dNAILS. MSTAM36TONL)
W/
(7)-10tl NAILS. (FOR UPLIFT ONLY)
16D NAILS TO SHEATHING
OPEN WEB TRUSS, /
SEE PLAN
RIM JOIST
(2)2X TOP PLATE W/(2)16d
TOE Ni EACH TRUSS
HEADER, SEE PLAN —
OPEN WEB TRUSS— ARCHITECTURAL FINISH
SEE PLAN 2X WOOD STUD WALL
RIM JOIST 2X BLOCKING
(2)2X TOP PLATE W/(2)16tl �1/2" PLYWOOD SHEATHING
TOE NAILS@ EACH TRUSS
SECTION O6
SCALE 1/2"-1'-0" fiASP 5887
2X TOP PLATE
EIFS FINISH
SHEATHING NAILED TO
SEE WALL SCHEDULE
ZX WOOD STUD @ Z O.C.,
SEE PARAPET TYPE SCHEDULE
(2)2X BOTTOM PLATE
W/(2) i6D NAILS TO SHEATHING
ROOFING, TPO MEMBRANE
PARTICLE BOARD
4" RIGID INSULATION
PLYWOOD, SEE WOOD
DIAPHRAGM SHEATHINti \
SCHEDULE
5/8" TYPE X GYPSUM WALLBOARD
112" RESILIENT CHANNEL
WOOD STUD WALL, SEE PLAN
112" GVPCRETE TOPPING
SEE WOOD DIAPHRAGM
SHEATHING SCHEDULE
TOP OF FLOOR Al
ELEV. SEE PLAN V
WEB TRUSS, SEE PLAN
SSILIENT CHANNEL
'PE X GYPSUM BOARD
8d NAILS @6' O.C.
INTO LEDGER
1 1/2" GVPCRETE TOPPING
SEE WOOD DIAPHRAGM
SHEATING SCHEDULE
OPEN WEB TRUSS,
SEE PLAN
u 1/2 RESILIENT CHANNEL
5/8" TYPE X GYPSUM BOARD
HANGER BY TRUSS MINE.
1 1/2'XZ4' LSL LEDGER W/(2) S/e'o
EXP ANCHORS @24" O.C., 41/2"
EMB. INTO GROUTED CELL
SECTION 07
SCALE 12'-1'-0" zm.l sms
10 PLYWOOD, SEE WOOD DHU210 TOP MOUNT
DIAPHRAGM SHEATHING HANGER BY SIMPSON
SCHEDULE ROOFING, TPA MEMBRANE
PARTICLE BOARD 3
TOP MOUNT
HANGER BY SIMPSON 4' RIGID INSULATION
PLYWOOD, SEE WOOD
DIAPHRAGM SHEATHING
2X10'S �' SCHEDULE
OPEN WEB TRUSS,
SEE PLAN
SECTION 10
SCALE 12"-I'-0" 53062 SBA
2X10'S —�-
12" RESILIENT CHANNEL
5/8' GYPSUM BOARD
(2)2X TOP PLATE
2X WOOD STUD @ Z O.C.,
SEE PARAPET TYPE SCHEDULE
(2)2X BOTTOM PLATE
W/(2) 16D NAILS TO SHEATHING
ROOFING, TPO MEMBRANE
PARTICLE BOARD
4' RIGID INSULATION \
PLYWOOD, SEE WOO
DIAPHRAGM SH ATHING
SCHEDULE
OPEN WEB
SEE PLAN
SECTION 11
SCALE I/2'-1'-0' fiA6258I8
hAm
BAS E4
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Owner:
THE WITNESS GROUP
600 ENTERPRISES DRIVE
LEWIS CENTER,OH
513.623.9430
SUITES BY HILTON
HOMEN'
CARMEL,INDIANA
PROTOTYPE VERSION-V2.2 2016
REVISION: MAY 2016
ISnSOUE
DELTA
WUE DATE
DESCRIPTION
1
SO
2019.03.04
ISSUED FOR
PERMIT
CURRENT ISSUE
ISSUED FOR PERMIT
CURRENT ISSUE DATE
2019.03.04
DRAWN BY
Ti
CHECKED BY
AJG
PROJECT NO.
B4134-1705
SHEET NAME
TYPICAL DETAILS
DRAWINGS NO.
S=603