HomeMy WebLinkAbout(08) S2-3021 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9
R
NOTE: GROUT SOLID ALL 518.
BOTTOM COURSES OF
CMU WALL
314" GYPCRETE
FLOOR SHEATHING
PER PLAN
FIRST FLOOR
EL= PER PLAN
FLOOR TRUSS PER PLAN
5/8" DIA. x 5" EMBED ADHESIVE
ANCHORS AT 24" O.C. SIMPSON
BP(X) BEARING PLATE, TYP.
TOP COURSE SHALL BE — -
8" CMU BOND BEAM WITH N _
(2) #5 CONT., GROUT SOLID
T/ PODIUM SLAB
SEE GARAGE DRAWINGS
846'-8"(0'-V) (VIF)
P �
#5@24" O.C. VERTICAL BARS AND
ADD (5) #5 VERTICAL BARS AT
SHEAR WALL HOLDOWNS BARS
n•
5112'
-
314"SHEATHING
STUD
Ed��
EXTERIOR BRICK
SEE ARCH. DWGS.
FOR LOCATION AND
REQUIREMENTS
SHALL BE CENTERED ON ANCHOR
NOTE:
BOLTS
AT BRICK VENEER
LOCATIONS
1 SECTION
SCALE: 1"= V-0"
X 1' T
I
NOTE: GROUT SOLID ALL
BOTTOM COURSES OF
CMU WALL
STUD
3/4" GYPCRETE
FLOORSHEATHING —
PER PLAN
FIRST FLOOR
EL=PER PLAN L
— EXTERIOR CMU VENEER
SEE ARCH. DWGS. LOCATION
AND REQUIREMENTS
FLOOR TRUSS PER PLAN �
11 51/r 9112"
5/8" DIA. x 5" EMBED ADHESIVE
8" CMU WALL
12"CMU WALL
ANCHORS AT 24" O.C. SIMPSON
BP(X) BEARING PLATE, TYP.
1/2" EXPANSION
TOP COURSE SHALL BE
1/2" EXPANSION
JOINT MATERIAL
8" CMU BOND BEAM WITH
JOINT MATERIAL
(2) #5 CONT., GROUT SOLID
- SIDEWALK -SEE
CIVIL CNIL DWGS.
CIVIL DWGS.
CIVIL DWGALK S.
RIGID INSULATION
SEE ARCH. PLANS -
T/ PODIUM SLAB
SEE GARAGE DRAWINGS
846'-8" (0'-0') (VIF.)
o
#5@24" O.C. VERTICAL BARS AND ADD
(5) #5 VERTICAL BARS AT SHEAR
WALL HOLDOWNS, BARS SHALL BE
CENTERED ON ANCHOR BOLTS
NOTE:
AT CMU VENEER
LOCATIONS
EXTERIOR FACE OF STUD
WALL; ALIGN EDGE OF SLAB; ADHESIVE ANCHOR BOLT WOOD WALL STUDS;
REF. ARCH. ARCHITECTURAL STOREFRONT (F1554, DR. 36) SEE REF. ELEVATIONS
GLAZING WHERE OCCURS; ELEVATIONS
REF. ARCH.
#4 DOWELS x T-0" LG. AT 24" O.C. P4
ATDOORS
OPENING JACK AND
EXTERIORFLATWORK OR FINISH #4 BENT BAR EPDXIED DOWELS KING STUD; REF.
GRADE; REF. ARCH. AND CIVIL AT 24" O.C. W/ 5" EMBED P.T. SOLE PLATE; REF. ELEVATIONS
DRAWINGS ELEVATIONS
SIM PSON HOLDOWN W/
RETAIL FLOOR SLAB PER PLAN SLAB ABOVE PODIUM LEVEL; BOUNDARY MEMBERAND
FIRST FLOOR ANCHOR BOLTS PER ELEVATION
ELEV_= PER PLAN HER DETAIL ClIS2-302
PODIUM SLAB
FIRST FLOOR
REF. GARAGE DRAWINGS
846'-8" (0'-0") (VIF) T/ PODIUM
SLAB >
3" 5" (2)#4 CONT.
8, PODIUM SLAB;
REF. GARAGE DRAWINGS PODIUM SLAB;
SEE GARAGE
DRAWINGS
SECTION SECTION
SCALE: 1"=1'-0" CO —SCALE: 3/4"=1'-0"
SHEAR WALL REF. PLAN
AND ELEVATIONS
FIRST FLOOR
EL =PER PLAN
SHEAR WALL HOLD DOWNS —
SEE SHEAR WALL ELEVATIONS
(2) P.T. 2x6 TYP #3 SOLE PLATE
T/ PODIUM SLAB
SEE GARAGE DRAWINGS
SHIM BELOW SOLE PLATE TO PROVIDE CONSISTENT
DOUBLE TOP PLATE ELEVATION AT TRUSS BEARING;
PROVIDE NON -SHRINK GROUT BELOW SOLE PLATE
AS REQUIRED FOR GAPS DUE TO VARIATION IN TOP
OF PODIUM SLAB SURFACE TO ENSURE FULL
BEARING AT BASE OF WALL
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations N
of State and Local Codes
City of Carmel
',"1#,
DATE: 10/31/19
11n,
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5112-
SHEAR WALL SHEATHING
SHEAR WALL SHEATHING SHEAR WALL REF. PLAN BEARING WALL;
AND ELEVATIONS REF. PLAN AND ELEVATIONS
BEARING WALL; PANEL EDGE NAILING
REF. PLAN AND ELEVATIONS
PANEL EDGE NAILING GYP-CRETE FLOORING
GYP-CRETE FLOORING FLOOR SHEATHING PER PLAN
FLOOR SHEATHING PER PLAN WOOD FLOOR TRUSS PER PLAN
FIRST FLOOR
WOOD FLOOR TRUSS PER PLAN EL=PER PLAN_
l
SHEAR WALL HOLD DOWNS
SEE SHEAR WALL ELEVATIONS
RETAIL FLOOR SLAB PER PLAN
24 (2)#4 CONT.
#4 BENT _ EPDXIED DOWELS
AT24"O.C.W/5EMBED FIRST FLOOR 3/4" DIA.TITAN HD BOLTS
_( ELEV =PER PLAN @ 24" O.C. WITH 6 1/4" MIN. EMBED.
3/4" DIA.TITAN HD BOLTS (TYP')
@ 24" O.C. WITH 6 1/4" MIN. EMBED.
(TYP.) T/ PODIUM SLAB PODIUM SLAB
SEE GARAGE DRAWINGS
PODIUM SLAB
I
611r
SECTION
JUALL: T = T-V
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WOOLG ERT
MCHITEMMIENOINEEIINOjOEOWATIAL
7635 Interactive Way
Suite 100
Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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Issuances:
DESM"On
Prom. No.: 074904
Date: 05/01/19
A Sheet Name:
FOUNDATION DETAILS
S2=302