HomeMy WebLinkAboutAE3-004-WALL-SECTIONS,-DETAILSFINISH FLOOR
0' -0"
2' - 0"
12
4
INSULATION BAFFLE
BLOWN-IN INSULATION
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL GUTTER &
DOWNSPOUTS
ALUMINUM CLAD 2X8 WOOD
FASCIA
ALUMINUM CLAD 1X4 FRIEZE BOARD
ALUMINUM CLAD 1X8 TRIM
PREFINISHED ALUMINUM
SOFFIT PANELS ON 2X4 WOOD
FRAMING AT 16" ON CENTER -
SEE AE1-300 FOR VENT
LOCATIONS
FIXED VINYL WINDOW - SEAL
PERIMETED BOTH SIDES
WOOD HEADER
CAST STONE SILL W/ SLOPED
TOP
5/8" GYPSUM BOARD EACH SIDE
OF 2X6 WOOD CEILING JOISTS
AT 16" ON CENTER
THRU-WALL FLASHING (TO
START AT TOP OF WOOD
PLATES & EXTEND TO
UNDERSIDE OF STONE SILL) W/
WEEPS AT 16" ON CENTER
4" BRICK VENEER + BRICK TIES AT
16" ON CENTER EACH WAY + AIR
SPACE + AIR / MOISTURE BARRIER
+ 1/2" SHEATHING + 2X6 WOOD
STUDS AT 16" ON CENTER + 5 1/2"
BATT INSULATION + 5/8" GYPSUM
BOARD
4" SPLIT FACE CMU VENEER -
GROUT CMU SOLID BELOW FLOOR
THRU-WALL FLASHING +
DRAINAGE MAT + WEEPS AT 16"
ON CENTER
GROUT VOID SOLID BELOW
FLOOR
CONCRETE SLAB-ON-GRADE ON
VAPOR BARRIER ON
COMPACTED GRANULAR FILL
RIGID INSULATION (R-10
MINIMUM) 24" EACH WAY
CONCRETE FOUNDATION &
FOOTING
5/8" GYPSUM BOARD CEILING
7 5/8"4 1/2" 8' - 2 5/8" 4" 1' - 4" CONTINUOUS CAST STONE
SILL W/ SLOPED TOP
NOTE:
SIMILAR, SEE STRUCTURAL FOR
EXTERIOR FOUNDATION WALL
BID OPTION 17' - 6"3 3/4"2 7/8"3 1/4"5/4" WOOD STOOL
METAL THRU-WALL FLASHING W/
HEMMED EDGE2' - 6" FINISH FLOOR
0' -0"1 1/8"ALUMINUM CLAD 1X2 TRIM
ALUMINUM CLAD 1X6 RAKE
BOARD
SIDING M-4
ASPHALT SHINGLES ON 30LB
ROOFING FELT ON 1/2" APA
RATED SHEATHING W/ EDGE
SUPPORT (24/16 RATING) ON
PRE-ENGINEERING WOOD
ROOF TRUSSES W/ RAISED
HEEL
PREFINISHED METAL DRIP
EDGE
PREFINISHED METAL GUTTER
& DOWNSPOUTS
ALUMINUM CLAD 2X8 FASCIA
BOARD
PREFINISHED METAL SOFFIT
PANELS ON 2X4 WOOD
FRAMING AT 16" ON CENTER -
SEE AE1-300 FOR VENT
LOCATIONS
ALUMINUM CLAD 1X4 FRIEZE
BOARD
ALUMINUM CLAD 1X12 FRIEZE
BOARD ON WOOD BLOCKING
4" BRICK VENEER + BRICK TIES
AT 16" ON CENTER EACH WAY
+ AIR SPACE + AIR/MOISTURE
BARRIER + 1/2" SHEATHING +
2X6 WOOD STUDS AT 16" ON
CENTER
THRU-WALL FLASHING +
DRAINAGE MAT + WEEPS AT
16" ON CENTER
CAST STONE TRIM
STEEL BEAM + PLATE LINTEL -
SEE STRUCTURAL
PREFINISHED ALUMINUM
SOFFIT PANELS ON 2X6
BARREL VAULT FRAMING AT
16" ON CENTER
SPLIT FACE CMU - M-9
4" SLAB-ON-GRADE ON 4"
MINIMUM COMPACTED
GRANULAR MATERIAL
#4 AT 12" EACH WAY
2'-0" X 2'-0" X #4 DOWELS AT
12" ON CENTER THREE
SIDES
#4 AT 12" EACH WAY
BOTTOM OF FOOTING BELOW
GRADE - COORDINATE AND
REFER TO STRUCTURAL
CAST STONE SILL
VINYL WINDOW- SEE
WINDOW TYPES ON
AE7-001
4 1/2"
12"
CONTINUOUS RIDGE VENT
1
AE3-005
ALUMINUM CLAD WOOD TRIM
TO FOLLOW BARREL VAULT
6' - 0"R 13' - 2 7/8"R 6' - 11 1/2"1' - 11 1/2"1 7/8" 3' - 3 5/8" 1 7/8"
9 3/4"1 7/8" 1' - 7 3/4" 1 3/4"9 3/4" 9 7/8"3' - 7 1/4"1' - 11 1/4"LINE OF CAST STONE
SILL ABOVE
8" SPLIT FACE CMU
(M9) W/ HORIZONTAL
JOINT REINFORCING
AT 16" ON CENTER
VERTICAL
WOOD COLUMN - SEE
STRUCTURAL
9 3/4"
is a member of the IBI Group of companies
DATE:
ISSUE
SHEET TITLE
PROJECT
SCALE:
APPROVED BY:PROJECT MGR:
PROJECT NO:
SHEET NUMBER
CLIENT
COPYRIGHT
ISSUES
This drawing has been prepared solely for the intended use, thus any reproduction
or distribution for any purpose other than authorized by IBI Group is forbidden.
Written dimensions shall have precedence over scaled dimensions. Contractors
shall verify and be responsible for all dimensions and conditions on the job, and IBI
Group shall be informed of any variations from the dimensions and conditions
shown on the drawing. Shop drawings shall be submitted to IBI Group for general
conformance before proceeding with fabrication.
IBI Group Engineering Services (USA) Inc.
CHECKED BY:DRAWN BY:SCALE CHECKSEAL
3221 W Big Beaver, Suite 111
Troy, MI, 48084
10mm1 in CONSULTANTS
As indicated
0 C:\Users\heather.gulla\Documents\REVIT2018\122885_814KC CrmlIN_arch_v18_roofedit_heather.gulla.rvtWALL SECTIONS, DETAILS
122885
M.STOCK
2020-02-19
AE3-004
KINDERCARE LEARNING
CENTER
L.SMIGLIANI
CARMEL, IN
C.GREER E.SHELINE
SCALE: 1" = 1'-0" AE3-002
WALL SECTION AT GYMNASIUM
1
SCALE: 1" = 1'-0" AE1-100
SECTION THROUGH ENTRY CANOPY
2
SCALE: 1 1/2" = 1'-0"AE1-100
PLAN DETAIL AT ENTRY COLUMN3
No. DESCRIPTION DATE
0 PERMIT 2020-08-04
10/29/20