HomeMy WebLinkAbout126-10011-Mulligan-Cross Section12
12
House
see floor framing
plan for joist size
BRICK W/ GRADEVARIESexterior
Cementitious
siding per specs
flashing as req
6" 4"
Porch
ELEV
VARIES
ELEV
(-)0'-0"
STONE
House
see floor framing
plan for joist size
verify slab elev
w/ floor finish
5" 5"
gaRAGE
ELEV
VARIES
ELEV
(-)0'-0"
House
see floor framing
plan for joist size
6" 4"
1/2" DRYWALL OVER 2X6
FRAMING AT 16" O.C. (U.N.O.)
with insulation, typ
2x8 p.t. sill plate w/ 1/2" dia.
anchor bolts at 6'-0" o.c. (7"
min. embedment), max. 12" from
corners and sill plate splices
RIM JOIST
w/ gradevariesprovide continuous
fire blocking comply
to section r302
20'-3 5/8"
UPPER LEVEL T.O. PLATE
7/16" osb
sheathing
pre-engineered roof
trusses/2x8 joist,
spacing per struct
eng with r-30 blown
insulation, typ
4/4x8" hardietrim
fascia w/ 4/4x3" drip
nailer & galv. drip
edge
11'-2 1/8"
UPPER LEVEL
0'-0"
MAIN LEVEL
10'-1 1/2"
T.O. PLATE
fiber cement smooth
ventilated soffit
11 7/8" deep floor framing
per struct. eng with 3/4"
tongue and groove
11 7/8" deep floor framing
per struct. eng with 3/4"
tongue and groove
RIM JOIST
dbl 2x6 top
plate
5/4x6 frieze board
wall sheathing
per specs
fiber cement
lap siding
(-)10'-10 1/8"
T.O. SLAB
1/2" DRYWALL OVER 2X6
FRAMING AT 16" O.C. (U.N.O.)
with r-19 insulation, typ
10" thk conc. wall
w/ reinforcing
per struct eng
4" DRAIN W/ CRUSHED
STONE & FILTER FABRIC
CONC FOOTING
PER STRUCT ENG
4" CONC SLAB
PER STRUCT ENG
6 mil poly vapor
barrier, typ.
1/2" DRYWALL OVER 2X4
FRAMING AT 16" O.C. (U.N.O.)
(verify with plans)
4" COMPACTED
GRAVEL BASE
1/2" expansion joint btw
slab and masonry
4" COMPACTED
GRAVEL BASE
3" MIN 3" MIN
FRAME DN CLG
(verify with plans)PER RAFTER DTLSO.H.
1'-0"
drip cap
BRICK VENEER W/ CORROSION
RESIST MTL WALL TIES AT 24" O.C.
vert & 16" o.c. horiz w/ weepholes
at 32" o.c. & PLASTIC TYPE
FLASHING (PROVIDE 1" AIRSPACE)
(or full bed stone per dtl 6/4.1
-see exterior elevations)
6" 4"
SMOOTH FINISH HARDIE
PANEL W/ VERTICAL 1X3
BATTEN STRIPS AT 16" O.C.
6" alum gutter
per specs
2x6 rafters, spacing
per struct. eng.FOUNDATION HT4'-0" MINUNDISTURBED SOILTO FROST LEVEL MIN BELOWGRADE & REST ON FIRM3" MIN 3" MIN per elevvariesBRICK
gaRAGE exterior
ELEV
VARIES
gaRAGE exterior
edge of
concrete slab @
garage door
*note: sill & req recess may
vary from this detail
coordinate with your specific
garage door mfr & installer
10"3/4"Slope
Slope
1/8" /ft.1/2"conc.
drive
face of frame
beyond
garage door
see mfr for
instal. req.
House
see floor framing
plan for joist size
NATURAL STONEW/ GRADEVARIESnatural stone veneer W/
CORROSION RESIST MTL WALL TIES AT
24" O.C. vert & 16" o.c. horiz w/
weepholes at 32" o.c. & PLASTIC TYPE
FLASHING (PROVIDE 1" AIRSPACE)
exterior
flashing as req
5" 5"smArthur RutenbergHomesPLAN DISCLAIMERARTHUR RUTENBERG HOMES INC., THE DESIGNER, IS RESPONSIBLE FOR THE AESTHETIC DESIGN ONLY AS REPRESENTEDIN THESE DRAWINGS (PLANS), BUT NOT FOR ANY STRUCTURAL INFORMATION INCLUDED OR OMITTED. THE CONTRACTOR(BUILDER) IS RESPONSIBLE BOTH FOR CONFORMING THESE PLANS AND CONSTRUCTING THE RESIDENCE TO ALLAPPLICABLE FEDERAL, STATE, AND LOCAL BUILDING CODES, ORDINANCES, AND LAWS, INCLUDING BUT NOT LIMITED TOTHE FOLLOWING: EGRESS, FIRE SAFETY, TECHNICAL CODES, FLOOD ZONE CRITERIA, HURRICANE CODES, PRE-ENGINEERED TRUSSES, FRAMING MEMBERS, FLASHING, AND MOISTURE PROTECTION. BY USE OF THESE DRAWINGS THEOWNER, CONTRACTOR (BUILDER), AND SUBCONTRACTORS ACKNOWLEDGE AND AGREE TO THIS DISCLAIMER.ALL RIGHTS RESERVED
ARTHUR RUTENBERG HOMES, INC.COPYRIGHT4.1
A CUSTOM PLAN FOR THE MULLIGAN RESIDENCEFOUNDATION DETAILS PLAN: CUSTOM PLAN(BASEMENT)JOB: 126-10011 - DCI #S 1-58Christopher Scott Investments, Inc.736 Hanover Place, Suite 100FCarmel, IN 460322/20/19 - SHC4/9/19 - A - TK305/10/19 SWH - B06/14/19 DCC - C06/20/19 DCC - C207/23/19 WF3 - D 3/4" = 1'-0"
TOP OF FOUNDATION WALL DTL
1
3/4" = 1'-0"
HOUSE TO PORCH FOUND DTL
3 3/4" = 1'-0"
HOUSE TO GARAGE FOUND. DTL
4
3/4" = 1'-0"
STANDARD WALL SECTION
7
3/4" = 1'-0"
GARAGE FOUNDATION DETAIL
2
3" = 1'-0"
GARAGE DOOR RECESS
5 3/4" = 1'-0"
TOP OF FOUNDATION WALL DTL
6
08/07/19
Mike Sheeks