HomeMy WebLinkAbout1u/s of ceiling joists
top of floor sheathing
u/s of ceiling
top of floor sheathinc
top of foundation
4
i
top of floor slak
top of footing
bottom of footing
STAIR SECTION
SCALE: 1/4" = 1'-0"
0
6" GUTTER I'
2X4 NAILER
3/8" SOFFIT t
1X6 FRIEZE E
1X6 WOOD TI
WOOD LAP :
2X10 BAND
top of floor she
top of foundatic
i -j top of floor
top of footir
MANTLE AS SPI
2-2X12 HEADER
HEARTH
DOUBLE JOIST I
SHINGLES AS SPECIFIED ON 15#
CHIMNEY CAP AS REQ'D
APPROVED FLUE PIPE:
AS REQ'D
2X FRAMING AS REQ—'D
OPERABLE METAL DAMPER
METAL FIREPLACE BOX
FIREPLACE 5I~CTiON
NO SCALE
PURLINS RE&D A$NOTED BELOW
PURLiN BRACING art il'-6" MAX
HORIZONTAL, PURLIN TO BE
2-2X(o, W/ 2X4 VERTICAL SUPPORTS
Q 48" O,C, 6 MIN. ANGLE 45 DEGREES
DOWN TO BEARING WALL,
TYPiCAL SECTION
SCALE: 1/411 =1'-O"
6" FASCIA BOARD
2 X 4 STUDS rat i6" O,C,
R-13 BATT INSULATION
1/2" HIGH "R" SHEATHING
2X6 PORCH RAFTERS AND
CIELING JOIST
318" SOFFIT W/ VENT
2XiO PORCH BEAM
1X6 FRIEZE BOARD
BRiCK VENEER
WOOD PORCH POST
AS SPECIFIED
BRICK TO UNDERSIDE
OF PORCH SLAB
u/s of ceiling Joists
top of floor sheathing
u/s of ceiling
top off loor sheathing
R -VALUES=
CLG. INSULATION R-38
1/2" DRYWALL
R-,45
INSIDE AIR FILM
R-,68
2X4 STUD WALL W/ BATT
R-13
1/2" HIGH R INSUL SHEATHING
R-4,6
OUTSIDE AIR FILM
R-,17
3/4" AIR SPACE
R-1,0
4" BRICK VENEER
R-.8
TOTAL R -VALUE R-20:1
R -VALUES-
CLG, INSULATION R-38
1/2" DRYWALL
R-,45
INSIDE AiR FILM
R-,68
2X4 STUD WALL W/ BATT
R-13
1/2" NIGH R INSUL SHEATHING
R-4,6
OUTSIDE AIR FILM
R-,11
3/4" WOOD SiDING
R-1,05
TOTAL R -VALUE R-19,95
0-11
nQ zcq�
O
cn Z � c4
Q] p
NQ
'1.
z
v (L
E3
0
DO
r
L�
L�
Q
=0O
Q)
Q)
Q)
r
O<
DATE:
O i-12-99
DRAWN BY:
J,HOLLEY
SCALE=
i/4" -- 1'-0"
REVISIONS=
5HEET
•oul 'V8j Aq 6ullIJM ul pazlJoglnD
AlssaJdxa ssalun paliglyoJd Alhuls sl
uoaJaq paloldap suDld ayl Jo '}oangl
uoilJod AuD 'sbuimojp asayl }o asn
Jo uoilnqulsip Jaglo AuD Jo '6ulsuaol�
11oluad 'albs '6ulAdoo 'uoilonpoida6
'uoilooildna aqi •panJasaa sly6la IIV
•cul.'sapioossV zla8 Muoij 1g61J doo
CYA/Vga� d3/10 dt/ 01-d/cY(YI
/
"t�'- r
ooiaaiu a.LVCI
g :tiwfa�Sserw.
731137 40073 C7NZ
U� m lg,y
rrJtliY�e
•
�"'
H0/ :xD
AOB :fig
S02/H09 d3N6O0 9 X b/S
�• J u tti�ldf t ' S! jNH�7,u /,PJV
Via. ' y •W d `UN t{ +A3H1 C
'�`'` ` S�000 c'1311nHS
•a
Ntrti•1�ci:a}; �A•
.0040 •
4"%t
GNV S30NIH
' /M Sd311nHS
03d3M07..b!
iU
sYJ
lO-EL-S
OGY-YL &V70
O
~
H,L` G
SNOISIAaH
w
r
`✓moi
'7d 2/00 73 ONZ
0..dy
pox
a
�
ozd
cn
�
N
�
O
n
s
CO CjJ
O
c
rte'
O
•oul 'V8j Aq 6ullIJM ul pazlJoglnD
AlssaJdxa ssalun paliglyoJd Alhuls sl
uoaJaq paloldap suDld ayl Jo '}oangl
uoilJod AuD 'sbuimojp asayl }o asn
Jo uoilnqulsip Jaglo AuD Jo '6ulsuaol�
11oluad 'albs '6ulAdoo 'uoilonpoida6
'uoilooildna aqi •panJasaa sly6la IIV
•cul.'sapioossV zla8 Muoij 1g61J doo
CYA/Vga� d3/10 dt/ 01-d/cY(YI
/
"t�'- r
40073 1S!
g :tiwfa�Sserw.
731137 40073 C7NZ
U� m lg,y
rrJtliY�e
•
�"'
A7NO 1NO2J3
t in
0.6
S02/H09 d3N6O0 9 X b/S
�• J u tti�ldf t ' S! jNH�7,u /,PJV
Via. ' y •W d `UN t{ +A3H1 C
'�`'` ` S�000 c'1311nHS
•a
Ntrti•1�ci:a}; �A•
.0040 •
4"%t
GNV S30NIH
' /M Sd311nHS
03d3M07..b!
Cit
sYJ
lO-EL-S
OGY-YL &V70
All
H,L` G
SNOISIAaH
. .. . ..
Ailv. ciDDncioaiia 19 Di iON• ••• iJ■ .•
Nftwiom�! "40 40
•
73A_97iwwo?'als ,
.•• • _ S V 30 VcYO t, 133HS ale
■
• .•i • 1i1 M ■ •. •
�y v ..
MINE
OMENS
------------
Mammalian �m is
MENEM Is
mw
Mo
m�on Mo== son on son
MENEM!! is mm
William
maamm
=�m
■o■ son ___MEN
_:
•� 3���
�8 NV fcf Sq}1 -iU �•e
•C S dO, 'itrr 11 NlVJ.Bn •
� • d�''4Gd'3v1
CYA/Vga� d3/10 dt/ 01-d/cY(YI
/
"t�'- r
40073 1S!
g :tiwfa�Sserw.
731137 40073 C7NZ
U� m lg,y
rrJtliY�e
•
�"'
A7NO 1NO2J3
t in
0.6
S02/H09 d3N6O0 9 X b/S
�• J u tti�ldf t ' S! jNH�7,u /,PJV
Via. ' y •W d `UN t{ +A3H1 C
'�`'` ` S�000 c'1311nHS
•a
Ntrti•1�ci:a}; �A•
.0040 •
4"%t
GNV S30NIH
' /M Sd311nHS
03d3M07..b!
Cit
rjVIV
CScYbo9GYVH „9
'7d 2/00 73 ONZ
1 S/O(' '0 70 30 &01
N
77bM331V> 30 d01
LNl2/1 O[ X !
— 0!
N6n132J 9000 d311nHS
— - b 13314S [ 7/b'13o 1002/ 7V131/v ONb' S 0NIH — Z[ -
- 335 S 7VI S303d kVV-:YS ONIONVIL S /M ScY3110HS _—_
— aVV ON171VY 000M — 032[3M07 ..91 — —
S7VI-90��S --- ---- — _--
Sl S/O/ JN/ 7/�� �O d01 ! 133HS Z 7id13o 33s �— — o�ne��X e — o� . ...... — . . --
1N3[/V/(73d OOOM . — . — . -- . . — . .
No 77b'M��N�/ �o dol wo�/� -- — — — —_
O�HOI /d 3:YV SLJ31 Jb2/ 310N -- — — — _ — — — —
S1Njw3,\lln03�Y GNV S -300D 7VDO 7 0! — — — — . -- — — - - o[
6�3d NOl1 V 7/1 NJA 311 V -31 ON. — — — wiY1 v xx bis - . — — ANN✓ .Ino — : -- — .--- a!
— — — — — — -- — ('d.(1) LO
—. —._.—. .—. .—.—. .— 133HS TV13033S
dV0 .(3NlNlHO Y0/21A
S3 -70N#-IS -- -- -- C7n06"S
WlAkV 133HS
„x!„ GNV
N27nl3& CSN
„o;l=„zi[r 1
9C liVgW10aC4 "del �
—C\ 1— .'—
Nlkv „z do
ONIHSV73 N2Jn1
ONV9>0V9
/M fix[
9 x Z
ONIo7now
NM 02/0 „b
b x [
7
330Nndr 2131 VM 2103
3d0 7S - J3dS SV
0NIHSV73 7b'13VV
SON/Hl V3HS
-ON/C7/5 OdlV090d'l1H
NOLLYARIa 1HIDIN
('cY.41) b 1331 -IS
7 71VI30
33S A"17 700
D/&OG V/0 ,.e[
633N3/1 Y0/21A
— ('d.(1) b70 b3 9 X [
('d.(1) ONIO/S
Odb'090cYV1-1 _ 9
('d.(1) SG&VO9
d'3MY00 b x ty/5
rd.(1) GNnocy8nS 9 x Z
('d.(1) OnOdHS
7VI3//V 133HS
d33N3A
YDOR
('d,(1) ZO
133H5 7/4130 33S
c1VD .(3N"#-/0 a'0/6`B
('d.(1) OnO&HS
W13N 133HS
Z w
m L•'
01
NM OHS N01 VGN170=1 0c1 V03cYSIG
0 7201 -IS X130 7/n9 O3Sn Sl N011 V(7NnO=
&_9H1 ON =/l N011 VGNn0=1 1N-3w3SV9
V 1 J-377/9& SNOl1 VA -3 73 -31 ON
„0-,/ = „9/[
NOUVATla NVaN
son son
■■■
NONE0 MEN
■ ■■■
��� NOON■ ���
No NOON■ ■■■
■■■ ■■■■■ ■■■
■■■■O
MEMOS
-- �ir� =—
6690[[ 0-S0111V ,.O-,[ = ..Z/[ ! / 1
S13>0 K
OOOM 3AI1 bdr00=
'00 „Z[
S80HONV NO/SNVdA
0'O ,.0-
1 V 53 70H d33A
/M C73dd/dr 9 M
2/3N17 7VI31N A W7
O[ x 1
Sl od 4'03
G3 70” ..9 /M 9 x 1
//V/dl1 Z x !
Wld'1 ..X[,
2/33N3A a`D&E
77/S >00 7M Od >0/M
14,WA
NV -lc# =40ON
73
03&3A37/1NN0
('d.(1) 07n0/N -73NVd
/M 3Z31dr3 9 x !
c 3A 0 NM 02/0 „b
l T
1E
1H013H 77VM TN/S
4`03 NO1103S 33S
�O[-7b0/1GY0 31ON
0NO.439 Z!/S
NO 37GOVS 30 3N17
271
7
ONO.(39
37007vS ��� S37JN/HS 3OO<Y GNV 77V/V
ONO.(39 30 3N17
3700bS
O! O[
Z[ Z[
('d.(1) SO6'VOB
2/3N2100 fi x fi/5
ONnOdIWS 9 x Z
('d.(1) Ono6HS
7b13YV 133HS
.,O-,! = „9/[
N011V A=T13 1=13I
('d.(1) 7715
>DO 7M 0& a'0/cYG
CV
I
U
N
P
I
0
2'-4'
15110rom
20'-O-
4"-10'" 1 4'-3 1/2
57'-O"
5'-7 1/2"
24'-8"
7-6 1/2"
12'-4"
6'-3 3/4"
4'" CONC SLAB W/ 6" X 6"
*)O/)O W. W.F. OVER 6 MIL. I
POLY, OVER 4" GRAVEL (TYP.) I F
-------------------T --
I 0I
I i7 I
I I
I µ I I
I
I ; BRICK LEDGE
AS REOD. (TYP.)
COPYRIGHT 2000 BY FRANK BETZ ASSOCIATES, INC., NOT TO BE REPRODUCED
I '
I I
I I
---------------------------------------------
�•m
13'-4"
57'-O"
�I� I I
11 I
F I DROP 6'" BELOW I
FINISH FLOOR I I
I I I
L---------- t ------
-------------
36'-O"
BASEMENT FOUNDATION PLAN
1/4"" = 1'-0"
10
I
CN
PROVIDE SUPPORT FOR
PORCH AND STEPS TO
GRADE AS REQ D.
10
I
N
/2- 8'-7 1/2" 2'-0"C's AM P IS
MAYF4NSFrn ivF{iBiTEU��'3�
X10
-e! : of:ulsirlsiaxe� ► Cl7
_ Hime CYsf s, Wars Z
Tu �: t;iu,00t71 ;`:R OFFENSe. -cc
Q CAU THE: i.)ESIGNER TO C Q^.!
OF +AIN I.EGAt COPIFS �«
`F T FUS PUN. •
AL
FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS.
REVISIONS
DATE
I
I
------------- - - - - ---
--------
- - -
E" O
rco
O
U
0
W 00 U
a O
.:
-
- - - --
N
� O4 �
E-1
W
Copyright Frank Betz Associates, Inc.
All Rights Reserved. The Duplication,
Reproduction, Copying, Sale, Rental,
Licensing, or any other distribution or
use of these drawings, any portion
thereof, or the plans depicted hereon
is Strictly Prohibited unless expressly
authorized in writing by FBA, Inc.
a
U)
\
I I
01
r�r
I
I
I
CO
CO
I
STEP DOWN FOUND. WALL
AS SITE ALLOWS
`
I «
2852
W.P. 2852
I
—
I-
I CONT. CONC. WALL
AS REO D. (TYP.)
--------------
---
f
-
2-8 HALF
2852
_ _ J
-
L I TE DOOR
I
' 4`
2 X 6 STUD
I'E€
WALLS (TYP,)
UNFINISHED
I f
``>
_
-----_-
_
I I
�
^'i9°
zl€'
CONT. CONC FTG.
AS REODJ. (TYP.) �}
T
I
BASEMENT
1
r
I I
,
I
----
4" CONC SLAB W/ 6" X 6'"
N
I
I
STEP DOWN FOUND.
WALL I
I
I °' /
10/70 W. W.F OVER 6 MIL.\
I
I
AS SITE ALLOWS
I
POL Y. OVER 4" GRAVEL (TYP.J
co
I
I
I I
/ 12`10 1/2''
S 1/2 9"-10 1/2"'
I
I
12'-4"
I >.
I
I
\
FLUSH BEAM
I
I
I
I
As REQ D.
:?g,,. , ::r:;::
I
ssr mac#MAMM
I
NOTE.L OCA TE GRADE
I
fi ---
SUNDER ALL
BEAM
LOAD
II
I
co
i
L
_
I
I I
/
TO SW/TCN
ABOVE
I
BEARING WALLS
04I
I
I
I I
STA/RS UJ
—
Z I
\
"�
L INE OF
76R.
co
I
l
I I
FLR. ABOVE
I
I-I I
3-O HDR.
3-0 HDR
i
- - - -
I
- - -(VJ
I L I
I
r -------------------------------------
------- -- ------
r -- -
----I
U
I >< I
I
I
I
I
I I
_ - NOTE: ALL DIMENSIONS ASSUME
�
I I
I
AN 6 - FOUNDA TION WALL.
I
I
I
NOTE • DROP FOUNDATION WALL UNDER
GARAG"' E SLAB 4 FROM MAIN
I I
\
WH
FOUNDATION WALLS
I
irit::
I
I
I
I I GRADE BEAMS
°Q
I
I
AS REO D. ITYP.)
I
I
l
� -J
I
�
IIII
1111
I I
I
S� LOPE
I I
I
L
- - - - - -- --
SLAB
I I
I
I I PORCH L E E
OG
I I
I
s AS REQ D D. (TYP.)-
II
I - - - - - - -- --
- -
- J
1,4-7777777777
I
-- -
- - - - - - - - - - - -
- - -
<� Y
---------------
-.I
�
GARAGE
SLAB
� �� �
sfi
I
I � :x I
I PORCH
I
I
I
•_ I
I
I l
l C�l &R
0
I
4'" CONC SLAB W/ 6" X 6"
*)O/)O W. W.F. OVER 6 MIL. I
POLY, OVER 4" GRAVEL (TYP.) I F
-------------------T --
I 0I
I i7 I
I I
I µ I I
I
I ; BRICK LEDGE
AS REOD. (TYP.)
COPYRIGHT 2000 BY FRANK BETZ ASSOCIATES, INC., NOT TO BE REPRODUCED
I '
I I
I I
---------------------------------------------
�•m
13'-4"
57'-O"
�I� I I
11 I
F I DROP 6'" BELOW I
FINISH FLOOR I I
I I I
L---------- t ------
-------------
36'-O"
BASEMENT FOUNDATION PLAN
1/4"" = 1'-0"
10
I
CN
PROVIDE SUPPORT FOR
PORCH AND STEPS TO
GRADE AS REQ D.
10
I
N
/2- 8'-7 1/2" 2'-0"C's AM P IS
MAYF4NSFrn ivF{iBiTEU��'3�
X10
-e! : of:ulsirlsiaxe� ► Cl7
_ Hime CYsf s, Wars Z
Tu �: t;iu,00t71 ;`:R OFFENSe. -cc
Q CAU THE: i.)ESIGNER TO C Q^.!
OF +AIN I.EGAt COPIFS �«
`F T FUS PUN. •
AL
FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS.
REVISIONS
DATE
BY
LO
01
'^
V l
W
E" O
rco
O
U
0
W 00 U
a O
N
� O4 �
E-1
W
Copyright Frank Betz Associates, Inc.
All Rights Reserved. The Duplication,
Reproduction, Copying, Sale, Rental,
Licensing, or any other distribution or
use of these drawings, any portion
thereof, or the plans depicted hereon
is Strictly Prohibited unless expressly
authorized in writing by FBA, Inc.
Z
M
Z
W
,W
V /
Q
W
W
U
O
F--�
LO
01
'^
V l
W
E" O
rco
O
U
0
W 00 U
a O
N
� O4 �
E-1
W
z�
a
U)
01
r�r
BY: BGB CK: ✓cH
DATE lli22ioo
SHEET:
OF: 5
'A.
0
W3042
i
W2742,30-42
X777— T
821 DW 5836 833 88C36/39
0
TOILET PEDESTAL
SINK
!7
0
c B
30" X 42"
MIRRO�
TUB/SHWR. V8D3C
COAA8 0
BATH ELEVATIONS
W3342 W,9630 W2442
qui
VENT SURFACE
HOOD UNIT
821 SB36 B24
W3924 W2742 W302430
lu
r
ZRE,r-:'Rlc_. LL'I
SPACE D o0
827 OC3066L
KITCHEN ELEVATIONS
//4" = 1"-0'"
GENERAL FRAMING NOTES
THE FOLLOWING NOTES ARE SUGGESTED MINIMUM REQUIREMENTS ONLY,
DUE TO A VARIANCE OF CODES PER REGION, PLEASE REFER AND COMPLY
WITH ALL YOUR LOCAL CODES. CONSULT WITH LOCAL ENGINEERS FOR ALL
STRUCTURAL REQUIREMENTS.
1. PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS.
2. ALL JOISTS AND RAFTERS SHALL BE ALIGNED OVER STUDS BELOW.
3. ALL HEADERS SHALL BE 2-2x10's WITH 1/2" PLYWOOD FLITCH
PLATE UNLESS OTHERWISE NOTED.
4. FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL
PARALLEL TO JOIST DIRECTION.
5. PROVIDE 1x4 CROSS BRIDGING AT MID POINT OF SPAN OR 8-0-
O.C. MAXIMUM IN ALL FLOORS.
6. ALL EXTERIOR CORNERS (INSIDE AND OUTSIDE CORNERS) SHALL BE
BRACED WITH 1/2" CDX PLYWOOD. NAILING SCHEDULE SHALL BE 8d
COMMONS AT 6' O.C. AT ALL EDGES AND 8d COMMONS AT 12" O.C.
AT ALL INTERMEDIATE STUDS. (OPTION - APPROVED DIAGONAL
CORNER BRACES BOTH DIRECTIONS AT ALL CORNERS).
7. ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN THRU ALL
LEVELS AND TERMINATE AT THE BASEMENT FLOOR AND BE SUPPORTED
BY A THICKENED SLAB, GRADE BEAM, OR FOOTING DESIGNED TO CARRY
LOAD.
8, PROVIDE DOUBLE 2x8 STRONGBACK AT MID SPAN FOR CEILING JOISTS
WITH SPAN GREATER THAN 10'-0".
9. PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN
RIDGE BOARD AND CEILING JOISTS AT 4'-0" O.C. MAXIMUM.
10. HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE .'2x'" SIZE
LARGER THAN RAFTERS,
11. ROOF DECKING SHALL BE 1/2" CDX PLYWOOD MINIMUM.
12, WHERE PRE ENGINEERED FLOOR AND ROOF TRUSSES ARE USED, TRUSS
MANUFACTURER MUST PROVIDE SHOP DRAWINGS WHICH BEAR SEAL OF
REGISTERED ENGINEER IN STATE IN WHICH WORK IS TO BE PERFORMED.
13, ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD BEARING
WALLS DESIGNED TO CARRY LOAD THRU ALL LEVELS AND TERMINATE AT
BASEMENT FLOOR AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM
OR FOOTING DESIGNED TO CARRY LOAD.
14. ALL BASEMENT WALLS, BEAMS, AND COLUMNS TO BE DESIGNED BY LOCAL
STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES.
15, ALL SOLID FRAMING, COLUMNS, BEAMS, ETC., TO BE DESIGNED BY
LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES.
16. ALL FRAMED WALL DIMENSIONS ARE BASED ON 2 x 4 STUDS UNLESS
OTHERWISE NOTED.
GENERAL NOTES
I ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS.
2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE
BEFORE BEGINING CONSTRUCTION, ANY DISCREPANCIES SHALL BE
REPORTED TO FRANK BETZ ASSOCIATES, INC. FOR JUSTIFICATION
AND/OR CORRECTION BEFORE PROCEEDING WITH WORK. CONTRACTORS
SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED,
3. ALL DIMENSIONS SHOULD BE READ OR CALCULATED AND NEVER SCALED,
4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST
REST ON UNDISTURBED SOIL CAPABLE OF HANDLING THE BUILDING.
CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES.
5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL
SITE REQUIREMENTS,
6. IF BACKFILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE
AS PER CODE,
7. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND
STAMPED BY AN ENGINEER IN THE STATE WHERE CONSTRUCTION IS
OCCURING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING
CONDITIONS, FROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS,
ETC, THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTING AND VERIFYING
ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES
AND TO INSURE A QUALITY AND SAFE STRUCTURE.
8. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A
GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL
BUILDING CODES WHERE APPLICABLE.
9. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS
AND SHOULD EXTEND DOWN THRU THE LEVELS BELOW AND TERMINATE AT
THE BASEMENT FLOOR OR AT OTHER BEARING POINTS DESIGNED TO CARRY
THE LOAD.
FRANK BETZ ASSOCIATES, INC, ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS.
ISLAND
B39 839
57"-O""
■
REVISIONS
DATE
BY
CLAR. 24-170
5-29-01
CAS
U) O
U
� C U
0
~eco
�
Qa0 A
aC
x°c
E
a 0
Co%ight Frank Betz Associates, Inc.
All Rights Reserved. The Duplication,
Reproduction, Copying, Sale, Rental,
Licensing, or any other distribution or
use of these drawings, any portion
thereof, or the plans depicted hereon
is Strictly Prohibited unless expressly
authorized in writing by FBA, Inc.
Z
Q
I..L
0
0
'F -
VN/
W
W
Q
2
W
2
F—
U
Z
O
I --i
0
W
W
E, O
U) O
U
� C U
0
~eco
�
Qa0 A
aC
x°c
E
a 0
x
a�
Z
0 U)
::4
'Rt
'Rt
P4
CV
BY: BGB C K: JCH
=DATE22,-0o MM)
SHEET:
11
.1
.1
.1
0
o.
11,36" X 42"
VBD36 VBD30 VBD36 TUB/SHWR
COMBO
BATH ELEVATIONS
SLOPED METAL CAP OVER
2 x 4 CAP TURNED FLAT —,
,3- BED MOULDING
SPL A YED 2 x 6
2-7x4 TOPE
BOTTOM RAILS
1
CV
V
6 x 6 PT. POST WRAPPED W/
1 x 10 - BLOCKING AS REO D.
2 x 2 PICKETS
BASE CAP OVER 1 x 8
FLASHING TURNED UP4"" MIN. -
V
FL ASHING
CROWN MOUL DING —�
1 x 6 FRIEZE
BEAM AS REOD..
PANEL MOULDING J
I x 6 FRIEZE /
�p PL YWOOD SOFFIT J
ll
12" DIA.
Q
DORIC COL UAV
tT O
METAL COLUMN BASE
IST FLOOR LEVEL
BRICK ROWLOCK SILL
BRICK VENEER
BRICK LEDGE
— BRICK VENEER
BR/CK RO WL OCK SILL
ly
FL ASHING
STAND/NG SEAM
METAL ROOF
ROOFING FEL T
PL YWOOD DECKING
I2 x 6 RAFTERS
7—O" OR AS REOD.
12
I 3
I I
11
r l 2 x 6 CL G. JOISTS c° 16" O. C.
I I I
0
W3330 W3330 W4230
66" X 42"
MIRROR
/i
BY
0
E17.
10
I
0
00�
11,36" X 42"
VBD36 VBD30 VBD36 TUB/SHWR
COMBO
BATH ELEVATIONS
SLOPED METAL CAP OVER
2 x 4 CAP TURNED FLAT —,
,3- BED MOULDING
SPL A YED 2 x 6
2-7x4 TOPE
BOTTOM RAILS
1
CV
V
6 x 6 PT. POST WRAPPED W/
1 x 10 - BLOCKING AS REO D.
2 x 2 PICKETS
BASE CAP OVER 1 x 8
FLASHING TURNED UP4"" MIN. -
V
FL ASHING
CROWN MOUL DING —�
1 x 6 FRIEZE
BEAM AS REOD..
PANEL MOULDING J
I x 6 FRIEZE /
�p PL YWOOD SOFFIT J
ll
12" DIA.
Q
DORIC COL UAV
tT O
METAL COLUMN BASE
IST FLOOR LEVEL
BRICK ROWLOCK SILL
BRICK VENEER
BRICK LEDGE
— BRICK VENEER
BR/CK RO WL OCK SILL
ly
FL ASHING
STAND/NG SEAM
METAL ROOF
ROOFING FEL T
PL YWOOD DECKING
I2 x 6 RAFTERS
7—O" OR AS REOD.
12
I 3
I I
11
r l 2 x 6 CL G. JOISTS c° 16" O. C.
I I I
0
W3330 W3330 W4230
N
BY
10
E17.
10
I
0
S342
LAUNDRY ROOM
CROWN MOULDING
3/8". BEADED BOARD CEILING
7 x B FRIEZE
PANEL MOULDING
7 x 6 FRIEZE
STEEL L IN
"Ix" WD. TRIM
1 x 4 W/ BACKBAND
lam" 1 x 6 FRIEZE
BLOCKING AS REOD.
I�
W
6'-7"
I �
4" CONC SLAB
0
PLANT
SHEL F
DATE
BY
MIRROR
Z
\
I
L
I
O,
F
I
i
01
I
I '
00�
111]Lfl
W
F O
1--r-4
VBFS42
NOTE ALL ANGLES ARE -15-0
UNLESS OTHERWISE NOTED
RAFTER AND CE/LING
JOISTS 00 48" O.C.
THRU BRICK TO FRAME
Zo
0
FIRST
FLOOR LEVEL
TOP OF
PORCH SLAB
FLASHING L- 2 x 10 FLOOR JOISTS
OR AS REO D..
7-_Q•' FOUNDATION WALL
_ 1AS REOD.
K'F"\P0RCH DETAIL
�O
I
N
C)
PLANT '*-—VAULTED AREA
SHELF
PL
ti
2
I Z
V
41
GARDEN TUB
MASTER BATH ELEVATIONS
COPYRIGHT ® 2000 BY FRANK BETZ ASSOCIATES, INC., NOT TO BE REPRODUCED
20'—O"
6'-6" 7—O" 6'_6..
2632 FIXED WDW. 5072 FIXE TR1 UE RAD. 2832. FIXED WDW.
2= DR GT WD 16'-2"" HDR HGT. 72't2 HDR NGT.
SHO WER
V
n
LO
�i
57'—O"'
72
10
VAUL TED AREA
PL
DATE
BY
Z
\
I
L
I
O,
F
I
i
01
I
I '
C\2
W
F O
1--r-4
0�
Copyright Frank Betz Associates, Inc.
All Rights Reserved. The Duplication,
Reproduction, Copying, Sale, Rental,
Licensing, or any other distribution or
use of these drawings, any portion
thereof, or the plans depicted hereon
is Strictly Prohibited unless expressly
authorized in writing by FBA, Inc.
0�
U
0
830 830
SITTINGS ROOM-
10
37 -0"
30'-4 1/2"
2'-2'
I 1 2 H . H _
FIERNKEMi I
t:.
10 I I I i I 'o
LO I I BASE CABINETS
Cl) ?— — — — — —— — 2 X 6 WALLS ---- ;. W/SHELVES
I ? BRACED ABOVE (TYP.)
LO AS REOD. 2452 TRIPLE 2652 2852
V 4 ' LINE OF
•�• .�• .—.—.—.—.—.—.—.s \ �. I \ / I �� �' r — — — — — —I WALL BELOW
I\ ------
BEAM AS REOZ). GAS\ — — — -y — — — — + - — — — --�--- << ------------- I -
!
(FL USHJ — — — — — ~
I I
CL G. FAN/ TRAY
CL G.
— —
I I HIS I
PREWIRE FOR N y : »::> .:. , TR/� —
LIGH\ _ I I ROIO_'' I I MASTER I
N � � �
I�, I I I N I(TYP.)co
(TYP.J .; I
11'-9 ' FLgT I 9-8
�, I SUITE
\ V `� FPL. VL I CL G. fVL T I I 8-70 I
FAMILY ROOM � I I� I I I I I ='
O PRE WIRE FOR N
TO SWITCHES I I I I CL G. FAN/ a-0 3'-0 1/2". 3:_0„
sY I lIlI II BELOW N 164'" X 16'" I 9-5 LIGHT � co � I
��OW N HEARTH ' /I
3' 10 1/2" 2. 4"
8'-10" \ I /19'-4 1/2" I I
2-4 N/ T.
,
\ \
N e� OPEN RAIL \ — — i — — — / Qy I O in
I
...jG,/ Q I
10 2
Q D 1 R / i c7 \ 4-O DBL. -- %�Q �. I
0' T Fl TUE 3 �j DOORS r .—�.:.'..
BE O �. I
u,VLmm -
42". 4 "' 13' S" LAT
CL G.
�(�� FO
PROVIDE PAN 3 N 2'- "
�`J' AND DRAIN S Al 5 \ —6 1/2"
F
FOR WASHER L AUN. I
S/NK Q1 I Cr Z
N 13'-3 1/2" 2'-0" 2-8 HVAC CHASE 1 R M A S r E R k a —
CN I 4TH -- I Q 0
BATH ��10
° BEDROOM 3 0� I �I W I ��UN. � OPEN K.S. 0?c
CV r I PD. S. / 4'_2' RAIL tL
0 I FAN I 2 —1 3'-9 1/2 S—O' S'—O' 1' —4'
\ �' vo I I I <Ift
GA - -- -- i
10
—h I \ /�/ STU — GLASS ENCL.
\ I I I OVER 24"
C, N, I 1
h \ „ <Y I I I D. I \ l 1 \� OUV 17 NGH KNEEWAL L
/OYERI I I I SHWR.10
\CV I J Imo. 19
2-4 22 I I 42."
I
N i:.l ..® IB—O CV N
,I T-2 1/2" I
Q 2-6 1'_3.. 5'_7„ 1'_0' 1 I N
N I _ N III LINEN �12" DEEP PLANT
2-4 2-6 �,I Al T. W.H. I N I 5 -SHELF ` 2-4 SHELF ABOVE
SEA co
LOCATION TION ;: 1 t 76- AFF.
- I � N I
0
FAN, -'L T. 2-0
- BATH I I CN
TO SWITCHI I I HERS `
N 2. O:` 1'—b" 1'-6" BELOW I I � I
_ I
j / I-4 \ TYP.,�'TYP.) I I L/NE OF I Cl)
�.
N 2-6 I I _--- I I WALL BELOW I N
I I'OD
00 Z . I-6 W .1. . I I TRAY CL G. -
y — — — — — -�
I N
— — — — — i
N BEDROOM 2
J `n 2-4 >:
,
AiMim
2452 TWIN
0
0
1,_3,. I 5.-3.. 1/3'-2 1/2" I 46, 49
Tm
I ,9052 TRUE RAD. I : Bti,y f .
W/70" SIDEL/TES _. 0 _S tip
ACCESS
5=7- HIG
/ I I � Q I WALL I I .- � Lz; !,' ... =: ':Ile t8 ,G-
CALf TN+ ro !
3 =6" HIGH I ATTIC p 2652 TWIN r,e 4 sa 1 .
KNEEWAL L I I ACCESS I I I I I/ R� a TAi�i T I:,
I I I I
I I
6'-O" MGH
I 10=0"' FLAT I I BR/CK
WALL I EER
CEILING I I 3 =6'" HIGH (YR)
, I KNEEWALL
HIGH IBEPROO WA L OLn
I I
I I I
I
2652
JIL
iiP
3._O,. 13'-2,. 13,_4.,
21'—O" 2'-3 1/2" 2'-6 1/2" 36'-0"
57'—O"
L 6'-3 3/4"
12'-4"
FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY SECOND � � O O R i' � � N
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS.
n■i
REVISIONS
DATE
BY
C\2
W
F O
1--r-4
Copyright Frank Betz Associates, Inc.
All Rights Reserved. The Duplication,
Reproduction, Copying, Sale, Rental,
Licensing, or any other distribution or
use of these drawings, any portion
thereof, or the plans depicted hereon
is Strictly Prohibited unless expressly
authorized in writing by FBA, Inc.
LL
0
0
SHEET:
n
U
C\2
W
F O
1--r-4
O
U
0
O
>p)co
_
0400 00
::.
.4
xWC
r
0 "
E-4
w
W
rQ
�
W
BY: BOB
CK: JCH
DATE 11/22/00
SHEET:
n
/2
10
SHINGLES
ROOFING FEL T
PL YWOOD DECKING
P-4'"
2 x 8 RAFTERS
OR AS REQD,
INSUL A TION AS REQ D.
2 x 6 CEILING
JOIST OR AS READ.
1=0" KNEEWALL
BRACE AS REOD,
SHEA THING
I x 8 FASCIA y
GUTTER —��
SOFFIT
MIN. 7/2" REVEAL
CONT. VENT
2 x 4 OUTL OOKER
CROWN MOULDING`o ~
y Z
I x 8 FRIEZE Z O
PANEL MOULDING, T
PEDIMENT - SEE `0 2
DETAIL 2, S/ SET J � W Z
FL ASHING y (Wj
,a XT
BRICK VENEER
FAR -
01 ..
Lv
N
N
HARDBOARD S/DING
DATE
I
SHEA THING
5-23-01
NBRACE
1'
FL AS"NG
CONT. VENT
STAND/NG SEAM 1-4
I
0141r
METAL ROOF
Z
Pro,
ROOFING FELT
2 x 4 OUTL OOKER
PL YWOOD DECKING 72
2 x 8 CL G. JOISTS
6
LlNE OF
/ ROOF BEYOND
OR AS REQ D.
2 x 6 RAFTERS
,a
OR AS REQ D.
,�
INSUL A TION
Ix
N
AS REOD.
1 x 8 FASCIA
.i
x
AND RAFTERS
GUTTER
W
ti
SOFFIT
AS REOD.
MIN. 1/2- REVEAL
w
CONT. VENT
TOP OF CLO JSTS.
2'
2 x 4 OUTL OOKER
CROWN MOUL DING
.
a
PANEL MOULDING
L
1 x 8 FRIEZE
TRAY CEIL /NG
8L OCKING AS REQ D.
BEYOND ON
d
i
PANEL MOULDINGS,
5/12 PITCH
\
CK: JCH
10
�
O
2
cc
h
m
Z
FLASHING
00
Q
U
BRICK VENEER
_co
�0
e
1 x 6 W/ BACKBAND
j
10
Q -y-
2 CORNICE
DETAIL
2 STY.
SHINGL ES
ROOFING FEL T
PL YWOOD DECKING
2 x 10 RAFTERS
OR AS REOD.
INSUL A TION AS REQ D.
BAFFLE
GUTTER
------------
SOFFIT
1 x 8 FASCIA
ORS:.
2 X 6 WALL
FAM/L Y ROOM
MIN. 1/2 REVEAL
DATE
I
CLAR 24—r00
5-23-01
NBRACE
1'
FAMILY g
CONT. VENT
0
I
0141r
Z
Pro,
2 x 4 OUTL OOKER
�o
v - -
w
LlNE OF
/ ROOF BEYOND
p
U
CROWN MOULDING
,a
,�
CEIL ING JOISTS
Ix
N
1 x 8 FRIEZE
�
.i
x
AND RAFTERS
Q
W
ti
O
AS REOD.
w
Q
TOP OF CLO JSTS.
2'
x
i..
.
a
PANEL MOULDING
L
C
TRAY CEIL /NG
BEYOND ON
d
HARDBOARD SIDING-
5/12 PITCH
BY: BGB
CK: JCH
10
DESIGN A/D BRACE
cc
h
W
00
(0
e
FLASHING
j
10
Q -y-
2 STY.
Jill
FOYER
CORNICE
1-0"
DETAIL
IST FLR LEVEL
BASEMENT PL.
FL OOR JOIST
AS REQ D.
STAIR
STRINGER
k = A BASEMENT LEVEL
4 CONC SLAB
K�1 TAIR E TIO
CONC. WALL
AS REQ D.- \
- �CONCFTGS.
AS REQD
DD ��
■i
■i
■i
12
SI-1/NGL ES
ROOFING FEL T
PL YWOOD DECKING -
2 x 8 RAFTERS
OR AS REO D.
3 =6" H/GH
KNEE WALL - BRACE
AS REOD.
1 x 8 FASCIA
GUT TER
SOFFIT—
MN
OFFITMN. 1/2" REVEAL
CONT. VENT
2.)e 4 OUTL OOKER —
CRO WN MOUL DING —
7 x 6 FRIEZE W/
PANEL MOUL DING
BL OCK/NG AS REQ D. -
PL YWOOD DECKING -
I JO/ST
OR AS REOD.
INSUL A TION AS REQ D.
BRICK VENEER
SHEA THING
►t
DATE
DESIGN AND
AS REOD.
CLAR 24—r00
5-23-01
NBRACE
1'
FAMILY g
0
ROOM
0141r
�W
w
Pro,
<.:
�o
v - -
Is
LlNE OF
/ ROOF BEYOND
p
U
fA
/
CEIL ING JOISTS
Ix
N
�
.i
x
AND RAFTERS
AS REOD.
w
TOP OF CLO JSTS.
2'
x
i..
2ND FLR. PLATE
I
LINE OF SADDLE
TRAY CEIL /NG
BEYOND ON
5/12 PITCH
BY: BGB
CK: JCH
DESIGN A/D BRACE
FAMIL Y ROOM BEYOND
WALL AS RE07�
00
00
2 STY.
Jill
FOYER
16 RISERS
6 WALL
2ND FLR LEVEL
ON AND BRACE
«> '
J
EQ
, OPEN
FLR PLATE
' IST L
�v
RAIL
FLOOR JOIST
>"
AS REQD.
IST FLR LEVEL
BASEMENT PL.
FL OOR JOIST
AS REQ D.
STAIR
STRINGER
k = A BASEMENT LEVEL
4 CONC SLAB
K�1 TAIR E TIO
CONC. WALL
AS REQ D.- \
- �CONCFTGS.
AS REQD
DD ��
■i
■i
■i
12
SI-1/NGL ES
ROOFING FEL T
PL YWOOD DECKING -
2 x 8 RAFTERS
OR AS REO D.
3 =6" H/GH
KNEE WALL - BRACE
AS REOD.
1 x 8 FASCIA
GUT TER
SOFFIT—
MN
OFFITMN. 1/2" REVEAL
CONT. VENT
2.)e 4 OUTL OOKER —
CRO WN MOUL DING —
7 x 6 FRIEZE W/
PANEL MOUL DING
BL OCK/NG AS REQ D. -
PL YWOOD DECKING -
I JO/ST
OR AS REOD.
INSUL A TION AS REQ D.
BRICK VENEER
SHEA THING
►t
DATE
DESIGN AND
AS REOD.
CLAR 24—r00
5-23-01
NBRACE
1'
FAMILY g
0
ROOM
�W
w
Pro,
<.:
�o
v - -
Is
MAIN BODY ROOF PITCHES 33'-0"
5/4 x 4 WOOD TRIM —�
SHEATHING
HARDBOARD SIDING
DRIP CAP
1 x 8 WOOD BAND
2 x )O FL OOR JOISTS
INSUL A TION OR AS REQD.
AS REQD. U y
1/2" PL YWOOD SOFFIT
2 x 6 CAP AT BOX BAY
CROWN MOUL DING
1 x 10
SHEA THING
b"
FLASHING
I
U
I x 8
FLASHING
BRICK ROWLOCK SILL
SHEA THING 2 x 10 FL OOR JQ/STS
BRICK VENEER OR AS READ.
FOUNDA TION
BRICK LEDGE
AS REOD. INSUL A TION AS REQ D.
a .
/2
12
10 a
COLLAR
AS REOD. ?£..
BAY DETAIL
1�0-
aa.
NO TE. RAFTERS ARE PI TCHED
FROM TOP OF KNEEWAL L
ON TOP OF CEILING
CEILING JO/STS AND
j' JOISTS SEE DETAIL S
RAFTERS AS REQD. � "� <:`1►
UNFINISHED
BASEMENT
4" CONC SLAB
TRA Y CEIL ING
SITTING ROOM BEYOND -�
MASTER
SUITE
FLOOR J01STS AS REQD.
KITCHEN
FL 0 O JO/STS AS RF_ OD.
TOP OF CL
G is TS
2ND FL R. PL A TE
co
21VD FLR. LEVEL
IST FLR. PLA TE
IST FLR. LEVEL
BASEMENT PL.
FL USN BEA/�-' /
AS REOD. i
5 -6 -
TOP OF
CLO. JO/STS
2ND FLR. PL. _
PLATE _ I
2 X 6 WALL
DATE
DESIGN AND
AS REOD.
CLAR 24—r00
5-23-01
NBRACE
1'
FAMILY g
0
ROOM
�W
w
�o
�00
<.:
�o
CALL. THE L'&
Is
®• OF TNS
p
U
fA
FLOOR JOIST ON
K'
V
0
CO
REVISIONS
DATE
BY
CLAR 24—r00
5-23-01
CAS
IQ
�W
w
�o
�00
<.:
�o
Co%ight Frank Betz Associates, Inc.
All Rights Reserved. The Duplication,
Reproduction, Copying, Sale, Rental,
Licensing, or any other distribution or
use of these drawings, any portion
thereof, or the plans depicted hereon
is Strictly Prohibited unless expressly
authorized in writing by FBA, Inc,
, w,
SHEET:
5
P
P
P
ZLO
IQ
�W
w
�o
�00
<.:
�o
W � LU
p
U
fA
Ix
N
�
.i
x
A
�
E-1¢
w
I
BY: BGB
CK: JCH
DATE &-22�-0o
SHEET:
5
P
P
P