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(C COPYRIGHT 2= DAVID MORTON DALA. DAVID MORT
THESE DRAWINGS ARE THE SOLE PROPERTY OF
D.B.A. DAVID MORTON DESIGNER/ BUILDER- AN1
IN WHOLE OR PART OF THESE PLANS WITHOUT T14
CONSENT OF THE COPYRIGHT OWNER 16 NOT PEF
SCALE: imm - il-oN HEAD P0. AS SPECIFIED.
IN FIELD BASED ON
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DATE- 01-21-02
DRAWN 5Y- 114OLLEY
SCALE- AS SHOWN
REVISIONS:
02-04-02s PRELIMINARY PLANS
02-05-02: FINAL PLANS
FRONT 4 RIGHT ELEVATIONS
SHEET I
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DATE- 01-21-02
DRAWN 5Y- 114OLLEY
SCALE- AS SHOWN
REVISIONS:
02-04-02s PRELIMINARY PLANS
02-05-02: FINAL PLANS
FRONT 4 RIGHT ELEVATIONS
SHEET I
4
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12
TOP OF FLUE MUST BEY -00
ABOVE ANY ROOF SURFACE 9 Fz
WITHIN A 10' HORIZONTAL DISTANCE -
E.I.F.S. AS SPECIFIED
ON CHASE _
ALL SECOND FLOOR WALLS BUILT
TO 10' TALL, FRAME DOWN INSIDE
ROOMS FOR TRAY CI G'S AS NOTED
FOR EACH SECOND FLOOR AREA.
VERIFY RAILING STYLE
AND ALL STEPS IN FIELD
BASED ON FINAL GRAPE
LEFT ELEVATION (�) COPYMC*M 90M DAVID MORTON DZ-lk DAVO HOWON D OULDM
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
SCALIEE: 1/4r i 1: -Or D.B.A. DAVID MORTON DESIGNER/ BUILD - ANY REPRODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGWT OWNER IS NOT PERMITTED.
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DATE: 01-21-02
DRAWN SY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
02-04-02: PRELIMINARY PLANS
02-05-02: FINAL PLANS
REAR 4 LEFT ELEVATIONS
2
9
W -O'
FOUNDATION LAYOUT
SCALE: 1/4" - V -O" 2440 S.F.
VERIFY LENGTH OF WALL
AND STEPS REQUIRED TO
GRADE IN FIELD
36 -3 I/2'
POURED CONC. WAL\L I
C.M.U.
P ^ A
rER FOR BLOCK WAIL
8' GONG. LINTEL
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—FOOTER FOR 9' CONCRETE WALL
LINTEL DETAIL FOR 5ASEMENT
SCALE: I/4" - V -Om
BRICK VENE@
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OPENING TRIM
DROP S' AT OPENIN(3;
POUR SLAB THROUGH
W/ 1" WATER STOP DROP
C.M.U. FOUNDATION WALL
FOUNDATION DETAIL
is GARAGE OPENING
SCALE: 1/2" = 1'-0"
GENERAL FOUNDATION NOTES:
1) ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 P.S.I. 0 26 DAYS, FOOTERS ARE 16' WIDE AND 8' DEED'
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
* CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) THESE DRAWINGS SERVE SA A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT 16 THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS M DESIGN, DIMENSIONS OR OMISSIONS.
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSSLITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
6) ALL WINDOW SIZES LISTED ARE BASED ON 'CARADCO' SIM, UNLESS NOTED
OTHERWISE, AND MAY VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH
OPENINGS MUST BE VERIFIED BY OWNER/ CONTRACTOR-
-V ALL WALLS W/ BRICK ARE -1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
8) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
16 TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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DATE: 01-21-02
DRAWN SY: J,140LLEY
SCALE: AS SHOWN
REVISIONS -
02 -04-02: PRELIMINARY PLANS
02-05-02: FINAL PLANS
FOUNDATION PLAN
SHEET
3 •
19
CA
`3'-4" 1 15'-4' I 111-0■ I 9'-40
24'-8° 1 51'-0"
FINISHED BASEMENT PLAN
SCALE: V4" : 1'-O" 1440 S.F. FIN.
ps
*WINDOWS AS LISTED ARE
GENERIC UNIT OVERALL
SIZES AND WILL BE VERIFIED
BASED ON MANUFACTURER.
GENERAL FOUNDATION NOTES:
V ALL SOIL 18 BASED ON 2800 P.B.F., AND CONCRETE 16 BASED ON
2800 P.S.I. • 28 DAYS, FOOTERS ARE I6' WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
• CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) THESE DRAWINGS SERVE SA A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IG THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
b) ALL WINDOW SIZES LISTED ARE BASED ON 'CARADGO" SIZES, UNLESS NOTED
OTHERWISE, AND MAY VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH
OPENINGS MUST BE VERIFIED BY OWNER/ CONTRACTOR.
V ALL WALLS W/ BRICK ARE 1 -VY, ALL OTHERS TO BE 3-1/2' UNLESS
NOTED OTHERWISE ON PLANS.
8) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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1 D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
il
4' MIN. FILL
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
THRU WAI 1 •
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
18' BELOW BRICK LEDGE
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AS REQUIRED, ALL
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AS REQUIRED, ALL
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`3'-4" 1 15'-4' I 111-0■ I 9'-40
24'-8° 1 51'-0"
FINISHED BASEMENT PLAN
SCALE: V4" : 1'-O" 1440 S.F. FIN.
ps
*WINDOWS AS LISTED ARE
GENERIC UNIT OVERALL
SIZES AND WILL BE VERIFIED
BASED ON MANUFACTURER.
GENERAL FOUNDATION NOTES:
V ALL SOIL 18 BASED ON 2800 P.B.F., AND CONCRETE 16 BASED ON
2800 P.S.I. • 28 DAYS, FOOTERS ARE I6' WIDE AND 8" DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
• CRAWL SPACE OR SLAB BELOW FROST LINE AS REQUIRED.
3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
4) THESE DRAWINGS SERVE SA A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IG THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
b) ALL WINDOW SIZES LISTED ARE BASED ON 'CARADGO" SIZES, UNLESS NOTED
OTHERWISE, AND MAY VARY BASED ON SUPPLIER, ALL FINISHES AND ROUGH
OPENINGS MUST BE VERIFIED BY OWNER/ CONTRACTOR.
V ALL WALLS W/ BRICK ARE 1 -VY, ALL OTHERS TO BE 3-1/2' UNLESS
NOTED OTHERWISE ON PLANS.
8) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
9) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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DATE: 01-21-02
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
02-04-02: PRELIMINARY PLANS
02-05-02: FINAL PLANG
FINISHED BASEMENT PLAN
SHEET 4
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DATE: 01-21-02
DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
02-04-02: PRELIMINARY PLANS
02-05-02: FINAL PLANG
FINISHED BASEMENT PLAN
SHEET 4
It
IA
VERIFY STEPS DOWN TO
GRADE IN FIELD
a Ig' -0" 3,V-3 w
4'-6 1/4" l' 7- 6' 7,61 8'-8 3/4" 12'-9 1/4" W-2 3/4' W-2 1/2" 4'-4 1/4
V-06 X 5'$"
SUN ROOM
9' FLAT CLG,
CARPET
4 CAR GARAGE
23'-8'
0
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b
X SPACED AS DESIGNED
v
FIELD LOCATE HEAT RUNS
FOR UPPER FLOOR BATH
PLUMI5ING ONES AS SPECb
V-0" X V-68
s ABOVE TO CANTLEV ER
HERE, INSULATE AND FNISH
SOFFIT MATERIAL
4 X 1Y 1/2 RNO
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9' FLAT CLC. 04 ■ ■ ■ ■ ■
1 —'77177
HARDWOOD V-0" X 5'-60 , 3-0 X 6-0 b-0 X b-0 3-0 X b-0
6 - — - — -
FLUSH BEAM
BARREL CLC. THE BOTTOM OF THESE WINDOWS
W! '� MUST BE MIN. 18' A.F.F. AND W DOWN
Q O TRIM AS SPEC`0 ; ; ; FROM CL.G. W/ 5-1/2" HDR BETWEEN
FULL GLASS 14'-8" '� 11'-1 1/2' 2'-I�
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' 42" TALL FRAMED WALL , r
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HARDWOOD I I -TO UN BIDE OF CsREAT ROOM
O RAISED BAR BUILT-IN ENTERTAINhSNT a1
D.UI. s W CENTER AS SPECIF 2-6TORY FLAT CLC.
LL
J ; , Q CARPET _
1/2" , �4 10'-9' 8'-1 1/2" ; 13-6 1/2" 4'-10
F— ANTRY '
- - �t
OVEN
Ib" SHELVES L4, ' F
11-21/2 2'- _
1 CABINET LAYOUT ------------- "r
AS SUPPLIED BY
�. n OTHERS, VERIFYO 3 __ _________________
WINDOW LOCATION T
COLUMN NEWELS � 9' FLAT CLCs. , _
REF. -- = HARDWOOD r `4
4' 2" -" ------ 1Q =I /4" 4'-1 3/4' -,r'� 14'-11 3/4' AT DOWN STAIR Il' -I 3/4' `r
---- it = r
----------------- BATH
------------
1 a - - - 84"X92" C.O. '
9' FLAT CLC. _ 9' FLAT
C i i HARDWOOD Up vp R, r i$' D
12'-10 1/41 iA 3 -1 3/4" i i i i i i i' i R 0 4 $"
in
b'-5 V4 _ _ _ g'-0 1/28
W-0048 0 C.O. i i i i i i i i i i i i i i i r
------------
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;
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2� 1-1 U28 L - 8'-11 1/2" 4� VZ" - • 9' FLAT CLC.
`" ' MOLD - - - - - - - - EN RAL NG t
1 LOG ' -� `------
z
_ _ _ _ _ EXPOSED OPEN LL tJ
3'-O■ �' TREAD ENDS ° 12" DEEP ARCHED TOP
BOOK S4EL
2'-2' 1-I0
C14
' FOYER ELL Q
----- ROD T � � ; � � � , O A - WALL
20'-2-1/80 20' 2-1/8' TRAY a.G.
�
HAROODLAUNDRY .!
ca DINING ROOM 3 ■
Z 9 FLAT CLC. ,' ; ; _ .DOWN 12 ALL AROUND, 3 Z _
n U1
9 CERAMIC 9' HARDWOOD
GLC. _ - sE - - - - - - - - - - J , LIBRARY
�"
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9CARPTT
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*
Y-84 X V-0 Q TOP OF WINDOW 1-4" A.F.F. 360X80° DOOR W/ 2-1 TOP OF WINDOW 1'
OO -4' A.F.F.
O c COPYRW*m
r 2002 DAVO MORTON D.e.A. DAAD MORTON Dei DULD@it
� O StDELITEB '120 R.O. WIDTH
X THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON 0 ■ r ■ r ■
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION I
3 -0 X b -0 3 -0 i b -0 h
:R 9 FLAT CLC. H
3 -O X b -0 3 -O i b -0IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OUAVER IS NOT PERMITTED.
Q
91
HEADER LINTE�J
AC.R088 111A ATEEL ABOVE
HEAR FOR TOR WALL
II TOP OF WINDOW 1-40 A.F.F.
3'-0' X (p'-0" 3'-0' X b'-0' 12'-40 14'-4"
11'-4" 6'-4' 5'-0' g'-01 3'418 6'-10' 3'-11' S' -b" W-100 3'411 6'-10' 3'-11"
24'-01 10'-0"
MAIN FLOOR PLAN
SCALE: 1/4" - 1'-0" 2440 S.F.
----BRICK TO GREAT ROOM
WINDOW SILL HT. THESE
LOCATIONS, SIDING FROM
THERE UP, SEE NOTE ABOUT
PL HT. AND CORNER TRIM
ON UPPER FLOOR PLAN -
4UINDOWS AS LISTED ARE GENERIC
UNIT OVERALL SIZES AND WILL BE
VERIFIED BASED ON MANUFACTURER.
ALL MAIN FLOOR HDR. NTS, ARE T -4u
UNLESS NOTED OTHERWISE.
`r
GENERAL PLAN NOTES:
U THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND JUDGE
FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP
TO THE BUILDING SITE, AND EXISTING GRADES.
2) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF
THE BUILDING, DUE TO VARIATIONS IN DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BUILDING CODES. IT 16 THE CONTRACTORS FULL
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
CLARITY, AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
OF THEIR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY
FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
3) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT 16 THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIZES IF NOT SHOWN.
4) ALL WALLS W/ BRICK ARE 1-1/20, ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
5) ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
m -F 6) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR/ DESIGNER IMMEDIATELY BEFORE CONSTRUCTION
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
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DATE:
01-21-02
DRAWN BY: J.HOLLEY
SCALE:
AS SHOWN
REVISIONS:
02-0402: PRELIMINARY PLANS
02-05.022 FINAL PLANS
MAIN FLOOR PLAN
SHEET
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8'-0 3/4'
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2'-6' X I'-&*
SECOND FLOOR LAYOUT
SCALE: 1/4" = I' -O" 24W S.F.
9'-0' X 4'-6'
DORMER LOCATIONS
SCALE: 1/4" = V -ON
WINDOWS AS LISTED ARE GENERIC
UNIT OVERALL SIZES AND WILL BE
VERIFIED BASED ON MANUFACTURER.
ALL UPPER FLOOR HDR. HTS. ARE T-0"
UNLESS NOTED OTHERWISE.
MANTLE AS SF
1-2X12 HEADER
HEARTH
DOUBLE JOIST
FIREPLACE SECTION
NO SCALE
AP AS REQ'D
FLUE PIPE
i AS RE&D
METAL DAMPER
PLACE BOX
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DATE:
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DRAWN BY:
J.IHOLLEY
SCALE:
AS SHOWN
REVISIONS:
02-04-02:
PRELIMINARY
PLANS
02-05-02: FINAL PLANS
UPPER FLOOR PLAN
Iifij�ML:� WMI..La fNW WI-11-IV1� fiMi�Ixi�./ TWVG WI"1�..i.V
o FOR TALLER JOIST OVER GARAGE AREA P NOTED ON
PLAN AND EW-41NEERED FLOOR LAYOUT.
top of floor 4mukhing
o --
u/a of calling
top of floor sheathing
top of foundat lon
103/4'
STAIR LAYOUTS MAY VARY BASED ON
ACTUAL TREAD CUT AND STAIR AREA
AVAILABLE PER PLAN, VERIFY ALL
STAIR LAYOUT AND TREAD AND RISER
SIZES BASED ON EACH PLAN AND
AVAILABLE SPACE AS DRAWN AND
CONSTRUCTED.
top of floor .lab
x n . o
top of footing
`— bottom of footing "TYPICAL" STAIR SECTION
SCALE: 1/4" - 1'-O"
TYPICAL FRAME ROOF:
SHINGLES AS SPECIFIED
1/16' ROOFING SHEATHING
2x12 RIDGEBOARD
2x6 RAFTERS* 16o.c. OR AS RE&D FOR SPAN
2X4 COLLAR TIES 48' o.c.
7X6 CEILG JOISTS • 16' ox- OR AS RE&D FOR SPAN
w/ 2x4 RIBBON TIE
R30 BATT INSUL-
6 MIL POLY Y.B.
W DRYWALL TAPED 4 SANDED
TYPICAL 2X4 SIDING EXTERO`i�—\
COMPOSITION SIDING
'1/16 ' WALL SHEATHING
2x4 STUDS 4 16' ox–
R13 BATT INSULATION
Co MIL POLY V.B.
I/Y DRYWALL
TAPED AND SANDED
TYPICAL 2X4 BRICK EXTERIOR WAI
BRICK VENEER
l GAUGE CORRUGATED
GALVAMZED METAL BRICK TIES
V2' AIR SPACE
I/2' INSUL. SHEATHING
2x4 STUDS 0 16' ox -
RM BATT INSULATION
6 MIL POLY V.B.
1/2' DRYWALL TAPED AND SANDED
TYPICAL SILL ASSEMBLYf---`
I/2' DIA, X 18' ANCHOR BOLT 0 48' i
It MIN. FROM EA. CORNER
2x4 PRESSURE TREATED SILL PLATE
V4' SILL GASKET
TYPICAL 8' BASEMENT WALL-r--�
V2' DRYWALL.
6 oil POLY VAPOR BARRIER
2' x 4' STUDS 0 24' c.c.
BATT NBULATION
S' CONCRETE FOUNDATION WALL W/
3 W5 BAR RAN HORIZONTAL, SPACED—
rQIiA L Y VERTICALLY, AND VERTICAL
�5 BAR AS REQLURED BY LOCAL CODE
ASPHALT DAMPPROOFING
16' UIIDE x 8'
CONCRETE FOOTING c/w
2 - RUNS 05 REBAR
-TYPICAL BASEMENT FLOOR /
4' CONCRETE SLAB c/w
FIBRE MESH REINFORCEMENT
6 nil POLY VAPOR BARRIER
COMPACTED GRANULAR FILL
0
TYPICAL SECTION
SCALE. 1/2" - 11-0"
T
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DATE: 01-21-02
DRAWN SY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS -
02 -04-02- PRELIMINARY PLANS
02-05-02: FINAL PLANS
ROOF PLAN 4 SECTION
SHEET
THESE NOTES REFER TO TYPICAL WALL
SECTION AS DRAWL, AND MAY VARY
SLIGHTLY DING ON BUILDERS
INDIVIDUAL SPECIFICATIONS.
R -VALUES:
R -VALUES:
CLG. INSULATION
R-38 CLG. INSULATION
R-38
1/2" DRYWALL
R.45 1/2" DRYWALL
R.45
INSIDE AIR FILM
R.68 INSIDE AIR FILM
R.66
2X4 STUD WALL W/ BATT
R-13 2X4 STUD WALL W/ BATT
R-13
1/2" HIGH R INSUL SHEATHING
R4.6 1/2" HIGH R INSUL SHEATHING
R4.6
OUTSIDE AIR FILM
R -.h OUTSIDE AIR FILM
R-.11
1/2" AIR SPACE
R-110 1/2" WOOD SIDING
R-.44
4" BRICK VENEER
R-'80 TOTAL R -VALUE
R -19.3E
TOTAL R -VALUE
R-20.1
Iifij�ML:� WMI..La fNW WI-11-IV1� fiMi�Ixi�./ TWVG WI"1�..i.V
o FOR TALLER JOIST OVER GARAGE AREA P NOTED ON
PLAN AND EW-41NEERED FLOOR LAYOUT.
top of floor 4mukhing
o --
u/a of calling
top of floor sheathing
top of foundat lon
103/4'
STAIR LAYOUTS MAY VARY BASED ON
ACTUAL TREAD CUT AND STAIR AREA
AVAILABLE PER PLAN, VERIFY ALL
STAIR LAYOUT AND TREAD AND RISER
SIZES BASED ON EACH PLAN AND
AVAILABLE SPACE AS DRAWN AND
CONSTRUCTED.
top of floor .lab
x n . o
top of footing
`— bottom of footing "TYPICAL" STAIR SECTION
SCALE: 1/4" - 1'-O"
TYPICAL FRAME ROOF:
SHINGLES AS SPECIFIED
1/16' ROOFING SHEATHING
2x12 RIDGEBOARD
2x6 RAFTERS* 16o.c. OR AS RE&D FOR SPAN
2X4 COLLAR TIES 48' o.c.
7X6 CEILG JOISTS • 16' ox- OR AS RE&D FOR SPAN
w/ 2x4 RIBBON TIE
R30 BATT INSUL-
6 MIL POLY Y.B.
W DRYWALL TAPED 4 SANDED
TYPICAL 2X4 SIDING EXTERO`i�—\
COMPOSITION SIDING
'1/16 ' WALL SHEATHING
2x4 STUDS 4 16' ox–
R13 BATT INSULATION
Co MIL POLY V.B.
I/Y DRYWALL
TAPED AND SANDED
TYPICAL 2X4 BRICK EXTERIOR WAI
BRICK VENEER
l GAUGE CORRUGATED
GALVAMZED METAL BRICK TIES
V2' AIR SPACE
I/2' INSUL. SHEATHING
2x4 STUDS 0 16' ox -
RM BATT INSULATION
6 MIL POLY V.B.
1/2' DRYWALL TAPED AND SANDED
TYPICAL SILL ASSEMBLYf---`
I/2' DIA, X 18' ANCHOR BOLT 0 48' i
It MIN. FROM EA. CORNER
2x4 PRESSURE TREATED SILL PLATE
V4' SILL GASKET
TYPICAL 8' BASEMENT WALL-r--�
V2' DRYWALL.
6 oil POLY VAPOR BARRIER
2' x 4' STUDS 0 24' c.c.
BATT NBULATION
S' CONCRETE FOUNDATION WALL W/
3 W5 BAR RAN HORIZONTAL, SPACED—
rQIiA L Y VERTICALLY, AND VERTICAL
�5 BAR AS REQLURED BY LOCAL CODE
ASPHALT DAMPPROOFING
16' UIIDE x 8'
CONCRETE FOOTING c/w
2 - RUNS 05 REBAR
-TYPICAL BASEMENT FLOOR /
4' CONCRETE SLAB c/w
FIBRE MESH REINFORCEMENT
6 nil POLY VAPOR BARRIER
COMPACTED GRANULAR FILL
0
TYPICAL SECTION
SCALE. 1/2" - 11-0"
T
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DATE: 01-21-02
DRAWN SY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS -
02 -04-02- PRELIMINARY PLANS
02-05-02: FINAL PLANS
ROOF PLAN 4 SECTION
SHEET