HomeMy WebLinkAboutBuilding PlansTHIS WALL TO B
RECESSED BAG
ON EACH SIDE
COLUMNS, SEE ATION
FOR SPECIFIED IM DET/
40
�C COPI'RrsW 9004 DAVID MORTON D.D.A. DAVID MORTON DebMaw OWLOM
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
O.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
3' CLAY APPLIED TO
WALL, CLOSE OFF BACK,
FILL W/ FOAM AND PAINT BLACK
BEEN
on 0 INS
NONE 0 so
ON now womb
// ■■ ■■ !
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LFRAME OUT FOR DRYVIT TRIM AROUND STONE VENEER'
LICK PIERS AT 32' TALL„ APPROX. b"
WINDOWS AS SHOWN, AROUND SIDES AND AS SHOWN AS FRONT ELEVATION A.F.F., E.I.F.S. AS SPECb COLUMNS W/ CORNER
TOP, FOR BRICK TO TUCK BEHIND TRIM WNfCH WILL SPECIFIED. TRIM AND PANEL MOLD UP TO PORCH ROOF,
WRAP OVER BRICK AND BE FINISHED WI/ E.I.F.6. SCALE: 1/4" s V -ON CORNER TRIM W WIDE, ARCHED HEADER
LI
AS SPECIFIED. TRIM TO BE KE CM3330 BAND am, TOP OF POST TRIM LIKE CM3380
FOAM ACCENTS MOLDING.
TRIM SILL LIKE CM3380, BRICK
CAP TO MATCH SIMILAR.
TRIM SILL LIKE C I3400 MOLD
4p
top of pl.
7
cl
jolsts
s5
Y
of calling Joists
floor sheathing
top of footing
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NC//.VI
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DATE: 04-10-02
DRAWN BY: J.HOLLEY
SCALE: AS KNOWN
REVISIONS:
04-22-02: PRINT FINAL PLANS
FRONT 4 RIGHT ELEVATIONS
SHEET
,a
6` GUTTER BOARD
IX2 ON DO FRIEZE BAORD-
8' WOOD CORNER TRIM—
W ON DO FASCIA---'
i0
b' ARCH TOP TRIM PCS
TRIM LICE CM3380 SI L
- — E.I.F.S. 'DRYVIT OR E6iAUL-
- — BRICK SOLDIER
6` TRIM AROUND WINDOWS 1
E.I.F.S, AS SPECIFIED FINISH
BRICK VENEER-------_
a
TRIM LIKE G13400 SLLL---
AT BOTTOM
40
�C COPI'RrsW 9004 DAVID MORTON D.D.A. DAVID MORTON DebMaw OWLOM
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
O.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
3' CLAY APPLIED TO
WALL, CLOSE OFF BACK,
FILL W/ FOAM AND PAINT BLACK
BEEN
on 0 INS
NONE 0 so
ON now womb
// ■■ ■■ !
MINN
■■ ■■ ■■ �■■ - - -�
■■
NMI 101MM ■■ 1t1t�
00M NMI
1A
12
pi
, Is
II �iIRSrr��Iw�rrI■��
■■, ■■■ ■■ ■■ ■■
on ■■■ on MEMO
■■'; ONE ■■ NONE
■■ . ■■■ ■■
on ■■
■■ ■■■ on ■■ ■■
■■
ONE
gpo
LLLJ
LFRAME OUT FOR DRYVIT TRIM AROUND STONE VENEER'
LICK PIERS AT 32' TALL„ APPROX. b"
WINDOWS AS SHOWN, AROUND SIDES AND AS SHOWN AS FRONT ELEVATION A.F.F., E.I.F.S. AS SPECb COLUMNS W/ CORNER
TOP, FOR BRICK TO TUCK BEHIND TRIM WNfCH WILL SPECIFIED. TRIM AND PANEL MOLD UP TO PORCH ROOF,
WRAP OVER BRICK AND BE FINISHED WI/ E.I.F.6. SCALE: 1/4" s V -ON CORNER TRIM W WIDE, ARCHED HEADER
LI
AS SPECIFIED. TRIM TO BE KE CM3330 BAND am, TOP OF POST TRIM LIKE CM3380
FOAM ACCENTS MOLDING.
TRIM SILL LIKE CM3380, BRICK
CAP TO MATCH SIMILAR.
TRIM SILL LIKE C I3400 MOLD
4p
top of pl.
7
cl
jolsts
s5
Y
of calling Joists
floor sheathing
top of footing
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NC//.VI
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DATE: 04-10-02
DRAWN BY: J.HOLLEY
SCALE: AS KNOWN
REVISIONS:
04-22-02: PRINT FINAL PLANS
FRONT 4 RIGHT ELEVATIONS
SHEET
,a
Ws of colltng joists
s
top of floor sheathing
U/4 Of 09111ng joists
I
top of floor sheathing
top of foundation
top of footing
TOP OF FLUE MUST BE 2'-0'
ABOVE ANY ROOF SURFACE
WITHIN A 10' HORIZONTAL DISTANCE
E.I.F.S. AS
ON CHASE
COVERED PORCH, 64 TREATED
POST WRAPPED W/ D(, BASE 4
CAP TO BE WRAPPED W/ ADDITIONAL
IX AND TRIMMED TOP AND BOTTOM
W/ 1X1 MATERIAL
RAILING SHOWN PARTIAL FOR CLARITY.
THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
D.B.A. DAVID MORTON DESIGNER/ BUILDER, ANY RB°RODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
RAILING ON PORCH
ONLY AS REQUIRED
DUE TO GRADE
LEFT ELEVATION
$C LE: 1/4"
REAR ELEVATION
$CALE-z 1/4° s 1'-0"
WOOD DECK RAIL
OMITTED FOR CLARITY.
011
Imiml-m ElmD
[M-0mim
-
-
-
- =
REAR ELEVATION
$CALE-z 1/4° s 1'-0"
WOOD DECK RAIL
OMITTED FOR CLARITY.
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DATE: 04-10-02
DRAWN BY: J.WOLLEY
SCALE: AS SHOWN
REVISIONS:
04-22-02: PRINT FINAL PLANS
REAR 4 LEFT ELEVATIONS
= - SI -IFFY 2
i
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BOARD
�DOCWTTER
ON 1X8 FRIEZE BAORD
\-8' WOOD C0RNM TRIM
"---IXb FASCIA BOARD —
-
-
10' BUILT-UP WOOD COLUMN
-- -BRICK SOLDIER
--BRICK VENA
---BRICK SILL
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DATE: 04-10-02
DRAWN BY: J.WOLLEY
SCALE: AS SHOWN
REVISIONS:
04-22-02: PRINT FINAL PLANS
REAR 4 LEFT ELEVATIONS
= - SI -IFFY 2
i
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V-60 35'-88 311$' 21-0e
35'-08 Il' -i08
3'-2" 12'41 5/16' b'-1 3/8' b =l E7/Ib' 8 V2' V-18 i'-4 1/28 9'-5 5/168
IFY STEPS UP TO
GRADE BASED ON
- ------------ -------------I--- , FOUNDATION IN
------------------- ------
/—SO SPLIT FACE BLK WV
77
WILL ; 1 BRICK CLAP TTMBEq WINDOW WELL
TIMBER WINDOW
W/ ALL POCKETS BY ! ` ' EXT. SLAB TO W/ ALL POCKETS BY
CONCRETE WALL CONT. j / 1 DRAIN, DRAIN TO SUMP �ONCRETE WALL CONT
THROUGH SLAVE IN WA'
r l 1
/✓--THIS SLAB AREA MUST 51
BE 4' BELOW BASEMENT
. SLAB TO INSURE WATER
61 X 4-0
r----------i------------------------------------------------------------------------------------- --------------------- ; SEAL AT DOOR.
h :
o-------------1
-------------------------- --------------------------
I I 1 1
I 1 i � 1 1
' CI943.3
111 I1 II a I1 1L v^ v
-----------------------------------------------------
A/
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _- _ _ _ _ _ _ _ _ - _ _ _ __ _ _ _ _ _ _ _ _ _ _ - _ ________________
FOUNDATIOUAL THIS _____________________- ______________
SHOULD J 1iiI
BE AS LOW AS
i
POSSIBLE, W/ FROST
FOOTER, THRN FRAMED TO
1 I 1 I A UNDER SIDE QF FLOOR VMASONRY . ' 1
STUDS.
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4' CONC. SLAB OVER
4" MIN. GRAVE. FILL ;
'aD I
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FLINTEL AT OVER D I I \
AS RI�UIRED, ALL ; J ; 1 r
POCKETS BY CONC. 18 1 3/4
WALL CONTRACTOR 1 ' 3' OLA. STEEL POST ON
1
15 V18
! I
`"
BASEMENT LAYOUT
9' POURED CONC. WIJALUrB
4' CONC. SLAB OVER
4' MIN. GRAVEL FILL
ti 3 V2 "
-
;•
M
r
b BEARING WALL W/
THICKENED SLAB BY
CONCRETE FLOOR CONT,
� r
22 -b V4
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6 3 V2
---------------
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• �G C4PTRId_*4T 9002 DAVID MORTON D.B-A. DAVID MORTON DE✓ -9NM NUILDM
36'X36"XI8' CONC. PAD
W THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
14 $
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
W-01
8 -0
1 IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
3 IS NOT PERMITTED.
CONSENT OF THE COPYRIGHT OWNER
I
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ * _ _ _ _ _ _ _ _ t _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ - - _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _T-
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3' STEEL POST ON
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------------- ' DROPPED BEAM
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,
BRICK
WOOD
OPENII•
DROP
POUR I
W/I'u
POUR®C )NC. WALL
I P P P P P I
FOUNDATION DETAIL
is GARAGE OPENING
SCALE: 1/2" - V -O"
FOUNDATION WALL
'X16' G.M.U.
0
.^ 0 - �� 0 . .^ D
TER FOR BLOCK WALL
8' CONC. UNTEL
COOTER FOR 9' CONCRETE WALL
LINTEL DETAIL 'FOR BASEMENT
SCALE: 1/4 -0
- 1
- - - - - - - - - - - _ _ _ _ _ _ 1 1 1 1 1 r =
-----,------------,---------,--- - - ,---�, r
i----- it
-----------r-------r--------------------------�--- 1 -- - ---- r I
1 ED BEAM , _ _ O
DROP FOUNDATION WALL TO ; QFLOOR �'d'IN ; - - I - - , ) 3/4�' 3' DIA. STEEL POST ON • ALL WINDOWS LISTED ARE
GARAGE SLAB, THIS LOCATION- - - r
FRAME UP TO FLOOR 8 -3 3/4' 13'-,■ - - - - - - �,�. 36"x36'x18' coNc. PAD 8'_11 V4' AS MANUFACTURED BY
I I
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` "CARADCO"
I 1
1 /
V-88 C di 28'-0 Vi V -S W ' , 1 1
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DILA. STEEL POST ON
CIAW.H. 36'X36'X18' C 14C. PAD
..I ,
UNFINISHED STORAGE
I 1 \
t 01
A '
:r n MECHANICAL 1
SLOPE SLAB TO DOORS
1 i
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�SUMP PIT Q
FORM ANDDROP CONCRETE ---1 ---FL Df2AM .�.
r4' WERE AS SHOWN \------------------------------------------------------------------� F-------------------------------------- L
I
1 I 1 1 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ j r-------- -----------------------------
'
' = _ _ _ = _ _ _ _ _ _
1 I
1 I �
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GARAGE SLAB ------ _ � - - - - - � PORCH SLAB 4
LINTEL AT OVER D* --\ 4 Lt
-------------- - ------------------- -
; _ _ _ `= 4
1 I 4 GONG. SLAB OYQ2 AS REQURED, ALL 4' CONC. SLAB OVER
4' MIN. GRAVEL FILL POCKETS BY CONC. \a L - •- 4' MIN, GRAVEL FILL m
----------------------------- ----
IALL CONTRACTOR
1 1
I i t
I I
1
P—.
n
- - - - - - - - - - - - - - - - - - - - -- - - - - - - - `
2'-08 I 8'-46
2'-06 10'-46
84 406
FOUNDATION PLAN
SCALE: 1/48 = 1'-O° 2910 S.F.
21-06
V406
14'-0'
2'-0"
1
0
i
n
GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 P.S.I. • 28 DAYS, FOOTERS ARE 16' WIDE AND 8' DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
0 CRAWL SPACE OR SLAB BELOW FROST UNE 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 GRACES.
4) 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 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 N®,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL N® AND SIZES IF NOT SHOWN.
6) ALL WALLS W/ BRICK ARE -1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
1) ALL CEILINGS ARE 9' MAIN LEVEL AND V UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
8) 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: 04-10-02
DRAWN BY: IWOLLEY
SCALE: AS SHOWN
REVISIONS:
04-22-02: PRINT FINAL PLANS
FOUNDATION PLAN
SHEET
3
1
I
1
4
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1
• �G C4PTRId_*4T 9002 DAVID MORTON D.B-A. DAVID MORTON DE✓ -9NM NUILDM
Q
W THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
;
1 IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
3 IS NOT PERMITTED.
CONSENT OF THE COPYRIGHT OWNER
I
I
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -------------------------
24'-0e
2'-08 I 8'-46
2'-06 10'-46
84 406
FOUNDATION PLAN
SCALE: 1/48 = 1'-O° 2910 S.F.
21-06
V406
14'-0'
2'-0"
1
0
i
n
GENERAL FOUNDATION NOTES:
U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON
2800 P.S.I. • 28 DAYS, FOOTERS ARE 16' WIDE AND 8' DEEP
UNLESS NOTED OTHERWISE ON PLANS.
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS
0 CRAWL SPACE OR SLAB BELOW FROST UNE 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 GRACES.
4) 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 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 N®,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL N® AND SIZES IF NOT SHOWN.
6) ALL WALLS W/ BRICK ARE -1-1/2", ALL OTHERS TO BE 3-1/2" UNLESS
NOTED OTHERWISE ON PLANS.
1) ALL CEILINGS ARE 9' MAIN LEVEL AND V UPPER LEVEL OR AS
NOTED ON PLAN FOR GIVEN AREA.
8) 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: 04-10-02
DRAWN BY: IWOLLEY
SCALE: AS SHOWN
REVISIONS:
04-22-02: PRINT FINAL PLANS
FOUNDATION PLAN
SHEET
3
1
I
1
4
4
0
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Q
IN
00
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31-28 35'-O' il'-10' �'-1 3/8■ �/1 v '�t •��
U
22'-4 13/16' 14 3/8" 5'-5 13/16' 9'-1' 1'-411/2" 8'-11 5/16" l' -I 3/8" 10'-5 SAO
TIMBER WINDOW WELL ^ . dQ
W/ ALL. POCKETS BY - --------------------------- --- IFY STEPS UP T �+
CONCRETE WALL CONT % GRADE B.48ED ON `� ett O t�
------------------------„ FOUNDATION IN FIELD
oo' 1 i ' SPLIT FACE BLK W/ TIMBER WINDOW WELL 'U t—
' BRICK CAP W/ ALL POCKETS BY l�
�O
CONCRETE WALL CONT c V O0
�LOPE EXT. SLAB TO �
' DRAIN, DRAIN TO SUMP
I � 1
THROUGH SLEEVE IN WALLQ.
02343-3 M
'
THIS SLAB AREA MUST
a
r----------i---------------------------------------------------------------- ---------------_ 4■ BELOW BASEMENT
_ AB TO INSURE WATER X
SL
r
-------- Q x 0 SEAL AT DOOR.
I 1 1 I 1 GZ343-3 � V a Z
----fin-- - - - -- --------------------------- ------------- - ------ - - rL O w
1 0 1-
I
I1 1 ----------------- -------- ' '}Q
qQ
r 1■
i 4-16 BREL iAl
Q
I
w TYPICAL. PERIMETER FRAMING:— , FOUNDATION WALL THIS AREAL CERAMIC! I O A (L
2x4 STUDS 0 Vp o.c. SHOULD BE AS LOW AS Z
a R13 BATT INSULATION POSSIBLE, W/ FROST EXERCISE ROAM i = a' ag
MEDIA ROOM ; a 6 MIL POLY V.B. FOOTER, TERN FRAMED TO _
a, I � o
; W DRYWALL UNDER SIDE OF FLOOR W/ CARPET I ; .4 m
PORCH SLAB CARPET 8 TAPED AND SANDED _ STUDS. BASEMENT LAYOUT Q - I v 1 O o
i
n CARPET I ' '
r i r 100 � � Qul j I �
II_ o
i 4' GONG, SLAB OVER i � � 8"X9' POURED LONG. WALLS i O
I
40 MIN. GRAVEL FILL 4' CONG. SLAB OVER =
y, s 4' MIN. GRAVEL FILL Q a a
i r �Z" 3 I/2" 154 1/2" il'-O" 14'-I" 5',6" I Q w O }
THIS AREA TO BE FRA WRAP POST W/ 8' OC
NT'EL AT OVER DI ; ,
BELOW FOR MEDIA AS MATERIAL AS COLUMN— ' - �7 E d W
AS REQUIRED, ALL ; , a SPWIFIED BY BUILDER STYLE AS SPECIFIED
BILLIARDS ROOM ------------------
POCKETS BY CONC. ; BY CONTRACTOR, EA. r r Q O
a<
CARPET
d
WALL CONTRACTOR + END OF BAR COUNTER CERAMICa F
4 =1' 3 I/2" S'-2 V2" � O
Lu
r I 1 I s U
DROPP® BEAM DROPPED BEAM ------------------------ _--
I1 I--------------------------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------
------------
------------------------ fl --------------------------------- - - - - - - - -------------------- - - - - - - - - - - -------------- - - - - - - - - - - - - - - - - - - - - - - - - - - -
_ Q1
J
11 �.QWwVFV
HOME THEATRE AREA
1 1
11 WET BAR
_
- - - - - - - ' DLA. STEEL POS I f '� CERAMIC
CERAMIC =. � / I 1 � r _, •
II I I L----------------------------------� -�� / II
I
Q 3' DIA. STE. POST ' r W A
I 1 y
- - - - _ - - Fi�IY�11Ri qq
/ l
I I -----
------
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WALL
1F 1
��■ if
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ / � ' T���W � BY _ _ _
1 I o v v - v o v o I I
O O
/ CONCRETE FLOOR CONT
1 1 I I 1 1 1 }� �,r� k �/r� /�
------------------------
1-4 ��' 1.T-10 Vi" r 14'-4 1/f" b''V" 1 I
l I f
=LWEADER
�! 15 R � ONLY FOR FUTURE
MRG ' I
3' DIA. STEEL POST i ROOM, FILL IN AND FINISH
I
1 1 1 _ 1
j} W W W
------------------------------------ 'p
l I 1 r r
OP FOUNDATION WALL TO ; ,
GRIN SEE SLAB, TWIS LOCATION ( OUP TO 10-1 11-8 _-_ 3-0' ----------------- ',-----------____-- _ DROPPED BEAM 1
I I 1 --� ----- ----------------------------------------------------;`' ; •ALL WIC LISTED ARE
1 ----- -- --------------------------------------------------
DROPPED BEAM -------------------------------------------- ;
= AS MANUFACTURED BY Q (--+ �
I I 11 ------ J I 1
"CARADCO" I-1 t U
' <17 614■ I BI -,r ' DIA. STEEL POST / (1 �4
1 1
DROP CLC. THIS zFii
I 1
DRAIN ,21,�r AREA FOR HVAC i
r 2'-0 '11/2'
® "
3 _ UNFINISHED STORACsE _ 8 ; a
T
I I
I I
ll
MECHANICAL
N
sy
I I I i v I 1
' SLOPE SLAB TO DOORS r y
I i r f t
L
lI 1 i i PIT r -----------------------------------------
FORM
-------- { I
l 1 ' ''• F�./IyV�.1QM�,.IW DROP WI�VI�GT�, � r ✓IVAIn ;F/F'
�' _ �-x .1 -G
I I ' 4'WERE AS SHOWN �/ �p� u,�' ''R ________________________________________________________ __________J_______________________________________OP IONAL YF1-_ _
1 I r I — ______________________________
- - - - - - - - - - - - - - - - - - - - - - - - -
i 1
GARAGE SLAB - - _ - - - - - - - - _ _ s - - - - - - ' PORCH SLAB ; ' _
LINTEL AT OVER DIG- Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - ; GENERAL FOUNDAT1oN NOTES:
4 0�,
4N CONC. SLAB OVER AS REQUIRED, ALL r L _ - - - _ - f 4m CONC, SLAB OVER `9 Q U ALL SOIL IS BASED ON 2800 P.S.F., AND CONCRETE IS BASED ON �J
I 4 MIN. GRAVEL ILL POCKETS BY GONG. _ 4 MIN. GRAVEL FILL
------------------------------------ -- ; ; eD 2800 P.S.I. Is 26 DAYS, FOOTERS ARE 16' WIDE AND 8' DEEP
WALL CONTRACTOR UNLESS NOTED OTHERWISE ON PLANS. Q
2) BASEMENT WALL HEIGHT AS NOTED ON PLANS, W/ SHORT WALLS r
- r - - - �.■.■■.�
' _ a CRAVE SPACE OR SLAB BELOW FROST LINE AS REQUIRED. L
4 i - - - - - - - - - - - - - - - - - - - 3) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND aIDGE p
z ; , ��� o FOR THEMSELVES, THE SUITABILITY OF THE PLANS IN RELATIONSHIP ■�j►
I 1 ' ' r ----------------------------------- TO THE BUILDING SITE, AND EXISTING GRADES.
wo
4) THESE DRAWINGS SERVE AS A GUIDE TO THE CONSTRUCTION OF O
THE BWLONG, DUE TO VARIATIONS IN DIFFERENT AREAE, THEY CAN
r - R ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL ® �
AND/ OR STATE BUILDING CODES. IT IS THE CONTRACTORS FULL
I I
a i O COPTRICoW 2002 DAVID MORTON D. A. DAVID MORTON D661G118i/ OUILDFR ; Q
RESPONSIBILITY TO REVIEW ALL PLANS FOR ACCURACY AND
W ; THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON m CLARITY, .AND TO INSURE ALL SUBS ARE CLEAR AS TO THE SCOPE
D.H.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION � . OF THBR WORK. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY ...
' FOR ERRORS IN DESIGN, DIMENSIONS OR OMISSIONS.
I I IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN i 5) ALL STRUCTURAL MEMBERS ARE BASED ON AN ASSUMED NEED, z �
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
AND MAY CHANGE AT ANY TIME, IT 15 THE CONTRACTORS ®®
1 f
1 RESPONSIBILITY TO VERIFY ACTUAL NEED AND SIXES IF NOT SHOWN. S'
f
6) ALL WALLS W/ BRICK ARE 1-1&, ALL OTHERS TO BE 3-1/2' UNLESS a6D
' � NOTED OTHERWISE ON PLANE.
(�1
V ALL CEILINGS ARE 9' MAIN LEVEL AND 8' UPPER LEVEL OR AS
I
I I ' NOTED ON PLAN FOR GIVEN AREA.
1 1 , . 8) ALL DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION
OF THE CONTRACTOR IMMEDIATELY BEFORE CONSTRUCTION DATE: 04-10-02
IS TO RESUME, TO INSURE PROPER STEPS ARE TAKEN.
I / L ----- _ -----------------------------------------------------------
I 1
"77/77/7/7 11,11.7,77,711177,77,z7JI
L-----------------------------------------------------------------------' 2'�" g'.4■ y-0' DRAWN BY: J.HOLLEY
SCALE: AS SHOWN
�{'• 21-0r V-411
REVISIONS:
1-0r l'-6" �I�r 221-105u,-0" 04-22-02: PRINT FINAL PLANS
82'-10"
FINISHED BASEMENT PLAN
SCALE: 1/4" = 1'-0" 1640 S.F. FIN.
FINISHED BASEMENT
S umer 4
N
1
1
01
4
COVERED
PORCH
40 CONC. SLAB OVER
n 4• MM. GRAVEL FILL
5'-8 1/2"
2 - 2'-6'
19-2'
8'-8 3/40 1'41 V4' 6'-60
FULL
GLASS
R
� I
STAIR FROM DECK
TO GRADE BELOW
AS DETERMINED
IN FIELD
,l5-4359.25
9'-00
3-3 1/80 5'-5 3/40 5-5 3/4'
SEG. NO. UNIT ABOVE
P3561 SEE REAR ELEVATION P3561
38'-0"
10'4 3/8'
-•
NOOK P3561 P6161 P3561 J25 -435S-25
P
9' FLAT CIG. BW -T -M FOR T.Y.
HARDWOOD = SPLIT
2140 m ------
2X6 STUD WALL `
= HEARTH ROOM THESE WINDOWS MUST ------------------------ {cp '
= 42" TALL FRAMED WALL_ Q
R�t.L BE Is*°
TO UNDER SIDE of 9' FLAT CIG. _ '''f'F' HIS W.LC
CLASSCLASSRAISED COUNTER n HARDWOOD � � i i ,� 9 FLAT 'I
i CARPET I
31�r = MASTER SUITE ;
-", TRAY GIG. ,
`P
48
CARPET
--------- H
B FIREPLACE UNIT W/ HEART
PRE CAST SEE -TI
'
1 1 0
----------- = AND FACE MAUL AS SPEVD I/20
1 /
FULL
O OIL 0 `` ` • I _1 1 Q 1 2''`i•
I
• CABINET LAYOUT ' ` r .r - GREAT ROOM '
�• oo AS SUPPLIED B
O U OTHERS, VERIFY ; ``y ,- r 2 -STORY FLAT CIG, i i
WINDOW LOCATION1 i = 1 i 3/8 4 CARPET
12'-8 1/20 8 -I I/2• 6,41 1& 2'-4• 3'-2' Ti -0' ( 14'4'
'--------- `V
2' Z; L/2 2'-1 1/3j m
KITCHEN
9' FLAT C1.Ci.
HARDWOOD
T-6 1/2" �`sr. 13'-0" 4'40" l'-1 1 V2" Q '
----------------------
POWDER
RM. '
PANTRY
Jr'
- 1
I6' SHELVES 11300 DBL 0.4
------------------ ii' 4'-06 b n 'A j . 9' FLAT GIG. X11---- k� OUT
- c4k�.
OLVEN J n HARDWOOD -0• 1 14' • 96' A.F.F.
MA ST BATH r--
1
I''--I$--w1 1 1 1 1 1 1 1 1 1 1 j, \ ! 2.6TORY FLAT Cl ' f ; �•
i 1 1 1= HARDWOOD �j Q Q GI„L�� , DRESSING
1 1 1 1 1 �- / 1 1 1 �11 1 1 1 ,- , 1 1 = I 1 1
1 1 1- 1 I 1 1 1 1 1 1 1 , - , I ,_
1 1 1 1 1 h I DOWN B R 1 1 1 1 I 1 1 1 1 1 1 1 . ,' _ _ , 1
11 4 n
9' FLAT CLG. 1 1 1 1 1 1 1 1 1 1 1 - , i - , ' \✓ WALK4N
--
,(( ' ' S'FAT,'CLCi. °' I 1
1 ' , "'V
CARPET
HARDWOOD � 1 I MOWER O '- ,
2'-� V2 5'-8 V2" I ; b'-1 5/80 2'-I 3/8 '� 41, 14'-0• 3'-0" ` 1 i 1-10 V-6 9/16" `p i
LINE OF SECOND \� • Sb
2'$' FLOOR t 9 FLAT CIG. � � 4'.0 I/2"
BUTLERPANTRY� [---------- I ------i--------- < _ CER IC �• n
S,A ---- '-1' 4- -----------------
22'-Soj" �°�/ r f 2 I 4 -Ib
�1 j _ { n
MUD
• I
9FLa Q.G. M 1 1CABRAM
`AS SPECIFIED ] gig WOOD COLUMN<� FOYER— LIBRARY'S n 6$1r
1 =� ' I =� . , sill 2 -STORY FLAT GIG. E 12' FLAT CLC.
CERAMICi DINING ROOM _ _ - - - - - _
1 � ,
' HAD � � CARPET SPLIT
BENCW "cuBB1Es•9
2' 1 1 CARPET004 HER W.I.C,
ABOVE 9' FLAT CIG. I
°P 12" WIDE B.N. ' `; 168 BOOK 61 CARt'ET I
■ - - - _ _ _ -s I � ' L3 =3• `�� 92" A.F.F. � � � �4 g'-0• � I N 13 =3■ � � � 13'$ V20 19 1
'J6 TALL WALL -
W/ WOOD CAP' '
!,' � j ! SEAT • -
SPLIT� - -
' I 'T
16' A.F.F.A.f.f.
LAUNDRY ROOM �' \ ' I I
11f ,
Z rQr MEDALLION 1 1 1 b'-0■ ♦rte
9' FLAT CIG. Fii A8 SPECIFIED- C19'39-2
CERAMIC g 'Q
C1961 ; 03155 CM61 =
;t `�66)CB0' DOOR W/ ■ 'SEG. 14' -1 -VS' PL = 4
HDR. FLUSH IN FL. '� 2-18" SIDELITES AND � HD. O1/ER `r 'p
4 CAR GARAGE 62561 Q ; TOP OF WINDOW TRANSOM `r
cr 80 DOWN FROM ClG. 24
XSEG.
HD. OVER
.. — ---- NE OF PLANT-------�--' 1
61965 i 0305 C1956 � ��� � it
n 1 ABOVE ENTRY, HEADER N
LOCATION FOR FLOOR. ' '
HD. OVER
I
----------------------- -
—24'X30' SEG -.L
. :-t ❑ ❑
HD. OYER
,14" •ENGINEERED• FL JOIST
SPACED AS DESIGNED
d
Y
0
iA OG COPYRIGHT 2002 DAVID MORTON D.D.A. DAVID MORTON DESIGNER/ BUILDER
X THESE DRAWINGS ARE THE SOLE PROPERTY OF DAVID MORTON
D.B.A. DAVID MORTON DESIGNER/ BUILDER. ANY REPRODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
•'Awo SEG.
HD. OVER
368X30SEG.
HD. OVER
C1959 C3155 CI959
i
8,$r 3'-0" I 3'-0" 81$r
23'-4•
Rl
4'-1' 1 4'4'
8'-2•
I'-4•
3'-11 1/4' 3'-08 3'-08 3-10 3/40
13'-10•
MAIN FLOOR PLAN
SCALE: V4" = V -O" 29'10 S.F.
I
0NIIIIIIIIIII
8'-4 3/40
22'-10•
12'-6'
3'-00 3'-0• 1 3'-I1 1/4'
6'40 1/4•
14'-0'
l'-1 3/40
2'-0•
• ,ALL WINDOWS LISTED ARE
AS MANUFACTURED BY
"CAR, DCO"
GENERAL PLAN NOTES:
V 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 M DIFFERENT AREAS, THEY CAN
ONLY BE A GUIDE, AND IN NO WAY DICTATE ANY OF THE LOCAL
AND/ OR STATE BULDING CODES. R 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,
3) ALL STRUCTURAL M01MM ARE BASED ON AN ASSUMED NEED,
AND MAY CHANGE AT ANY TIME, IT IS THE CONTRACTORS
RESPONSIBILITY TO VERIFY ACTUAL. NEED AND SIZES IF NOT SHOWN.
4) ALL WALLS W/ BRICK ARE 1-V2', 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.
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.
v� 00 ,y
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DATE: 01-31-02
DRAWN BY: JAHOLLEY •~
SCALE: AS SHOWN
REVISIONS:
04-22-02, PRINT FINAL PLANS
MAIN FLOOR PLAN
SHEET
.y
of 35,-4N
-log rr-20
C2551-3 C2551-3
4 ,
t
11 ---------- 4 n /----------------------�
I I ; �'► , _
BEDROOM 04 '
II' TRAY ars. 1A 1
CARPET
32 VZ'
:r OC COPYWWT 9003 GAVE) MORTON G.S.A. GAVE) MORTON 0044* 9!i/ eIJKXW
C C FRAMER TO CAP ALL THESE DR�41WNG8 ARE THE SOLE PROPERTY OF DAv0 MORTON
1 1
BEDROOM 03; b � SHEATHING VOIDS IN TTS W/ THESE
DAVID MORTON DEBKsNER/ Bl1ILD82. ANY REPRODUCTION
IN WHOLE OR PART OF THESE PLANS WITHOUT THE WRITTEN
11' TRAY CLC. CONSENT OF THE COPYRIGHT OWNER IS NOT PERMITTED.
CA
Q
UNFINISHED
ATTIC STOR.
c2551
23'-40
oaf i
o�Q ,
ILI
4'4' 5'2• 3'-b' 3'-0 Y -O' 4120 4'2' Z' -O'
IZ'-4'
SECOND FLOOR PLAN
SCALE: 1/4" • 1'-0" 1880 S.F.
710 S.F. ADOT'L BONUS
FRAMNG
Y-08
• ALL WINDOWS LISTED ARE
AS MANUFACTURED BY
.C.4tRA�DCO■
O
51
u/• of calling ,(oleW
T -
le
7
a
9
2
74
IP
top of floor sheathing
u/6 of catling
*SPECIAL NOTE:
THERE 18 PART OF THIS STAIR SECTION THAI SNOWS
THE LOCATION FOR RAFTER BEARING% AROUND THE
PERIMETER OF THE GARAGE WHERE RAFTERS BEAR
THIS CONDITION WILL APPLY UNLESS SPECIFICALLY
NOTED OTHERWISE, ALSO NOTE THE ADJUSTMENT OF
GARAGE WALLS AND COMMON GARAGE/ HOUSE WALLS
FOR TALLER JOIST OVER GARAGE AREA IF NOTED ON
PLAN AND ENGINEERED FLOOR LAYOUT.
10 3/4'
top of floor Ghaathing
top of foundation
STAIR LAYOUTS MAY VARY BASED ON
■ ACTUAL TREAD CUT AND STAIR AREA
AVAILABLE PER PLAN, VERIFY ALL
411 STAIR LAYOUT AND TREAD AND RISER
SIZES BASED ON EACH PLAN AND
AVAILABLE SPACE AS DRAWN AND
CONSTRUCTED.
`t top of floor .lab
_ o � o
�f
NN top
of footing
n' -lo• W-48 -bottomor footing "TYPICAL" STAIR SECTION
SCALE: 1/4" = 1'-0"
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DATE: 04-10-02
DRAWN SY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
0422-02: PRINT FINAL PLANS
UPPER FLOOR PLAN
SHEET (0
I
1
I
I
I
I
I
1
CARPET
j
1
1-20
: 7r
PROVIDE ACCESS
1
1
r-----------
,,
$' FLAT CLG. T
CERAMIC
------------
r---------- -. �t
GRT. ROOM BELOW
---------- -�'
`.
TO ALL ATTIC`
Z -STORY CLCs
SPACES AS
RE(2D
Qb
CL
1 1
Z'-6'
-------
--
, 4
II
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HVAC
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3'-0"
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I
I
9'-0 V2'
1'r4 Vii 4'-O' 11'-4
1(2" Z'-3 VY Z'-0 VY
I
9'3 Vi
--------------------
`1, 9-2 1/2"
-
3'Z10 VZ' ♦ 4'-0
�''I■
1
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--
-
•
•
1
1
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1
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1 1
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1
1
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,♦
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%
04
-
f
9' FLAT GLC.
1
A
CARPET ----7 ------------
=
KNEE WALLS W/
WOOD CAP i TRIM
,,
'
0'
BEDR06M 0
'
4'-4 VZ'
Il' TRAY CIA.
'
CARPET ;
91
r$'
5' -0 V4'
3'-1'
4'-10 V4'
4 =3 V� ----I-------
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BATH
N.
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FOYER BELOW
ON FLAT ¢LG.
n
`
''�
Z -STORY C 'r-
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BEDROOM 02"y'
•
2'-6'
SPLIT
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1
11' TRAY CLC%.
1
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CARPET
i
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GLCCARPET
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SHELF
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ABOVE
1
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,� ,'
' `\
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E WALLS AND HEADER IN
CZ551
1 1
FOR SECOND LEVEL PLANT SHELF,
' '
HOLD HEADER ABOVE FOR ROOF
C3151 C 151
1'-O'
4'
4"
�'
OUT FLUSH W/ WALL EXTERIOR AND
-
CARRY AA BACK AS SHOWN ON
RC
'
EL EVATIONS.
I 1
=
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ARCHED ABOVE
❑
X
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-----------
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UNFINISHED
ATTIC STOR.
c2551
23'-40
oaf i
o�Q ,
ILI
4'4' 5'2• 3'-b' 3'-0 Y -O' 4120 4'2' Z' -O'
IZ'-4'
SECOND FLOOR PLAN
SCALE: 1/4" • 1'-0" 1880 S.F.
710 S.F. ADOT'L BONUS
FRAMNG
Y-08
• ALL WINDOWS LISTED ARE
AS MANUFACTURED BY
.C.4tRA�DCO■
O
51
u/• of calling ,(oleW
T -
le
7
a
9
2
74
IP
top of floor sheathing
u/6 of catling
*SPECIAL NOTE:
THERE 18 PART OF THIS STAIR SECTION THAI SNOWS
THE LOCATION FOR RAFTER BEARING% AROUND THE
PERIMETER OF THE GARAGE WHERE RAFTERS BEAR
THIS CONDITION WILL APPLY UNLESS SPECIFICALLY
NOTED OTHERWISE, ALSO NOTE THE ADJUSTMENT OF
GARAGE WALLS AND COMMON GARAGE/ HOUSE WALLS
FOR TALLER JOIST OVER GARAGE AREA IF NOTED ON
PLAN AND ENGINEERED FLOOR LAYOUT.
10 3/4'
top of floor Ghaathing
top of foundation
STAIR LAYOUTS MAY VARY BASED ON
■ ACTUAL TREAD CUT AND STAIR AREA
AVAILABLE PER PLAN, VERIFY ALL
411 STAIR LAYOUT AND TREAD AND RISER
SIZES BASED ON EACH PLAN AND
AVAILABLE SPACE AS DRAWN AND
CONSTRUCTED.
`t top of floor .lab
_ o � o
�f
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DATE: 04-10-02
DRAWN SY: J.HOLLEY
SCALE: AS SHOWN
REVISIONS:
0422-02: PRINT FINAL PLANS
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