HomeMy WebLinkAbout1F/`t
/WSH FLOOR SWFL OCR t��'I /ry /\ F4C7'O,4e &"T%je I HAN
INSU-ATION 2 x 4 STUDS AT rib" QC AS SPEC. AS REOD
AS REOD.ODP AS REOD
2x 'FLOOR KJVSTS I "2x" FL OOR JOIST
AS REOD
AS REOD I "2x" RIDGE BOARD OAF SIZE LARGER THAN RAFTERS
BEAM AS REOD
GARAGE I SH'NGLES AS SPEC.
ANCHOR PLATE 8 BEAM
Z4 4" CONC SLAB W/ INSULATION TO PIER AS REOD —ROOFING FEL T AS READ
6" X 6" 0/0.,0 IO W.W.F. AS RECD 2.v 6 AT. SILL — PL YWOOD DECKINS AS REOD
NTS.
BSyvIT GAL V ML=TAL
NOTE BRACE TOW OF WALL QUIRII K' BACK- TERA4rE $HELD
PITCH VARIES
PLATE 2 x 4 P. T. PLATE I � _ - - - FILL/� AND UNTAL FIRST 140Qp /S 'v "2N" RAFTERS AS REQT.t
I FRAMED AND DIECKEQ Zr CONCRETE PIER
//2" ANCHOR BOL TS AT AS REOD.
6'-0" O.C. A44X. ` '
NOTE - MAINTAIN PROPER
VAPOR RETARDER CLEARANCE FOR VENTILATON
VAPOR RETAR04ER 40 /NCSLLAT/ON
*4 AT AO" O.C. /-TORT. 8' 4" STONL� BASiE - - AS REOD
v
N *4 AT 12" OC VERT. \ \ GQNIPACTED FILLlo OR �''
P 'T
BASEMENT 2 , W �} �_- ° 2 *5 BARS CONT 2ND
CL R. O• DAM°PROC•1F/NG AS REOEX 4 0 - -
!/2'" EXPAlVSYON *4 DOWELS x 46" LCWG JV I GUTTER 8 DOWNSPOUTS
FUR. PL '� AS SPEC.
.X�/NT MATERNAL AT 1?" QC VLSRT. -
2 x 4 OU TL OOKER
4" CONC SLAB W/ III- _ '2x" CEILING
6" X 6" *!O/AO W.W.F. �Cq � UN27/STU?BED SOIL -CASTS AS REOD
1x6FASC/A
BSYNT. : WALL PER LOCAL CODE �, Jr -O" !/2" REVEAL
CO
` \ SECOND FL OOR VARY CONT. VENT
\ n CTEV FABRIC OVER , MAY PL YWOOD VE SOFFIT W/
Ism
CRAWL SPACE PIER DETAIL
g BASE AS SPEC. CROWN M'OI.LD/NG OVER
<
3/4" = J =-O" I 'Ix" FRIEZE BOARD
SU9FL OCR
v ` a �(AS REQD.
VAPOR �= I= = O ` JU '2x" RIDGE BOARD ONE SIZE LARGER THAN RAFTERS
RETARDER ' 11 1 =I I2N0 i
.1= _ = SI.INGLES AS SPED A.
4" STO/�E I. _ - FLR LVL I Sl••EATf-A'NG AS REOD.
BASE - = G '` PER/IvETER DRAIN _
U NDISTMBED OR STUCCO AS
PER 2x" FLOOR JO/STS SPE - SEE EL EVA TION
3 *5 BARS CONT. ROOF/NG D FELT AS REO
SOIL PITCH VARIES AS READ ---�
LOCAL COD; ST
-
PL YWOOD DECKING AS READ I BRICK OR ST VE/�EER
NOTE. WALL REINFORCING /S SIZED FOR A MAXI"" 9-1 //B" FL90Hr 0I7ER /•EIGHTS SEE EL EVA T/ON
FLR PL WAC -IRE' SPEC.
RECURE REDESIGN BY BUILDER. , 2x"' RAFTERS AS REOD
!/2" DRYWALL ON I �``�.- pOL49LE TOP PLATE
CEILINGS d WALLS
GARAGE FOUNDATION WALL DETAIL ASREO1�
NO CLEARANCE FOR
AS REQZ�. CLEARANCE FOR \ FIRST FLOOR aP ASSR�Os� T 16" O.C.
VENTILATION
GUTTER 8 DOWNSPOUTS 11 Q RNSH FLOOR INSULATCW AS RII
ST AS SPEC, O' AS SPEC.
2 x 4 STUDS AT 16" O.C. MOTE BRACE TOP OF WALL DUW-19 BACK- _
OR AS RECD. F/LL/NG ANn UYT/L FIRST fL OQR /$ FU R. PL - 2 x 4 OUTLOOKERL O� 2x" FLOOR JOISTS
/NGMAT/ON SLOPE _, FRA/vL=O AND DECKED AS READ AS REOD
AS REOD. 1/B" / 7=0" MIDI 4" CONC SLAB W/sr
7 x 8 FASCIA
6" x 6" *AO//b W.W.F. '2x" CEILING FLR LVL I 2 x 6 P.T. PLATE
*4 AT 16" OC JOISTS AS REOD. l/2" REVEAL
24 4" STOA6 BASE �, 1-Q
2,4PL YWO'OD SOFFIT W/
*4 AT 16 -OC F/RST FL 0OR MAY CONT. VENT BSM1T NOTE BRACE TOP OF WALL DUPING BACK-
_ _ 24 VARY FRAMEDFIL LUNG AND UV TIL FIRS AND DECKED. T FL OOR 15
1L -T
2 x 4 STUDS AT 16" O.C. �--CROWN MOULDING OVER FLR PL
3/4' � 'p.OR AS REOD 7x FRIEZE BOARD
4 *4 AT70" O.C. HORT. INSf,LAT1ON AS REQ D, *4 AT 0" O.C. VERT.[6�,-
2"—
AS
GAL V. METAL \ 2x" FLOOR JOISTS A Y2" ANCHOR BOL TS AT
;;\ AS REQD ShEA ThING AS REOD 6=0" O.C. MAX.2x" FLOOR JOISTS r LASI /NG •REOD SIDING OR STUCCO \ \/��
2 x 6 P.T. PLATE COMPACTED FILL JZ4
FLR LVL AS SPEC - SEE EL EVAT/ON BASEMENT CLR. ASSLMED GRADE
1/2" ANCHOR BOL TS AT BRICK SPEC. STONE VENEER U COMPACTED FILL
6 =O" O.C. MAX. O A FOU4DATON ( SEE ELEVAON
2„ WALL
F CONCRETE
CLR. 'v 2 x 6 P.T. PLATE 4.,'2" T MATER/OL 8N. (/O/nLJAT WALL
WkL.
*4 AT /C7" O. C. hK7RT. 2 5 BARS CONT. O 4 GAL V /vETAL 11 1/2" ANCHOR BOL IS
JV TER&4TE SHELD r�' 1AT 6 =0" O.0 MAX
SSMT.
*4 AT I2"' O. C VERT. WA TERPROOW7NG OR I � \ WA TERPRO FN9 OR
*4 DOWELS x 4B" 0S REO I IAO-X_ATION AS FLR L VL d �%/ DAMI'PROOi�NG AS RE07�
REO D BY L OCAL \ /
LONG AT 16" O.C. BEAM AS REOD. CODE \ \
�\ / l *5 DOWELS x 48" LONG
VERT �„ PER LOCAL
MYN. FILTER FABRIC OVER GODS CONCRETE PILASTER * 4 AT /6" O.C. AT WALLS _ \��l � AT 16" O.C. VERTICALLY
3 *5 BARS CONT. ° GRAVEL F/LL AS READ ;8 �, 3'-O" AND HGhER ��\/\/� FILTER FABRIC OVER
4" CONC. SLAB W/ 1 I I III=III p \\ \ j GRAVEL FILL
6" x 6" *10/10 W.W.F. SE
D VAPOR RETARDER - PERIMETER AtiII�! ���� FBG OVER
DRAIN- 11 1=1 i / / PERIMETER DRAIN
I, RAIN VAPOR RETARDER GRAVEL FILL
4" STONE BASF
PILASTER - VAPOR RETARDER
BRICKAS REQD, FOR
w i III=1111 \ ll��II ter/AS
_ - o OR STONE LEDGE
�I41
BEYOND I i -I I \� W JA�
3 *5 BARS CONT. PER CODE
JUUV I Y
��" I III-IIII III-' 0I 0\0ISTURSED SOIL
LI lT
2 «5 BARS CONT._,/,Fid('TO/e Die gF ��i� 7—,Y/4 N JPER L OCAL COD�— U4:VSTUTSEO SOIL DRA/METER
U'4D/STUFi4ED �E NOTE WALL REIAPORC/N'G IS SIZED FOR A MAX/MtM 9 -1 1/6" PEIGHT GREATER I iElGf /TS
NOTE. WALL RE1/�FO�RC/NG /S SIZED FOR A MAXIA.RAN 9'-/ 1/6" FL9GNlT. GREATS? fL9Gf/TS SOIL PER LOCAL COiOE A5 REOA FOR BRICK
/ OR STONE LEDGE
REQURE REDESIGN BY BULDER.
Q REOURE REDESIGN BY BUIL DER.
STOOP/PORCH WALL SECTION TYP. WALL SECTION TYP. WALL SECTION
1=0" ONE STORY ON CRAWL 3/4" TWO STORY ON BASEMENT
N
I
— SYD/MG OR STUCCO AS
4" CONC. SLAB W/ 4" CONC. SLAB W/ SPEC. - SISE ELEVAT/ON
6" x 6" *AD/AD WWF. CENT�/C 4„ CONC. SLAB W/ 6" x b" */O/10 W. WF BRICK OR STOW VEACER These details were designed using standard
tU ��,� 6"' x 6" */O/!O W,W,F. CO (k WhERE SPEC. -
c N FLOORFW-5H SEE EL EVATIGW constructlon practices In Atlanta Oeorglo.
__--�-- VARIES SEE I AS SPEC. INSV-A RON AS READ
They conform to the 1994 Standard Building
PLAN U 2x4AT. PLATE - SET
Q o , IN CONT. BED of SEALANT Code and 1995 CABO One and Two Famlly
•�� •�� � �— �.. �-. ��' .ice •�..�_ —d' — •-'— -•� �
VAPOR = ° e-� \ ' I I — //2"' ANCHOR BOL IS A T
RETARDER W `• ' . d cfl 6=0" OC MAx. Dwe/ling Code. Oue to variations In /oca/
I� 4V ASSMoLED GRADE codes and geo/og/ca/ conditions, rev/s/ons may
4" STCNL� I VAPORPSWAveTER IN&LATION W/
,�T, _ - be required to these de tails It Is the bul/dens
.. •. •' • , ., . I - � � - - PROTECTIVE COVERING
BASE - - 4" sTOV�E T111! I As REOD
re- sl -
on sibJlJt y to make the necessary
'4 sTOVNe I BASE I ` _ V revisions to en sure c ode c <:>mpllan c e and
'3 *5 BARS CONT.BASE BASE 3 * T. 5 BARS CONVAPOR
LI\OVSTUPBED I� I
SOL '�T structural integrity. Frank Betz Associates, Inc.
PER LOCAL CODE U�cysTu�eeO
PER LOCA[. CODE *5 BARS CONT. PER CODE
IP 401 SOL assumes no liability for any changes made to
U4�VSTU?BED SOUL OR � 0GE these details by others.
STEPPED SLAB DETAIL GRADE BEAM DETAIL.TURNED DOWN SLAB DETAIL
COPYRIGHT Q 1994 BY FRANK BETZ ASSOCIATES, INC., NOT TO BE REPRODUCED
3/4" = 1'-0" 3/4" _ /=o" 3/4' = 1=0 -
R 0
h
lV
C11h., o
COO
U °D 0u
A00 .�
W
0
s�0
z k-
0
1
`°v
a
OBD FBA V FSA
w
a3-1-2000
SHEET
of 4
w
Ill I
a
v
V)
u�t
CLH
W
D
A
O�qv
sa �
�o
silo.
G
ISO-
�C
44a
p
.
-o y
j�2S
S N
R 0
h
lV
C11h., o
COO
U °D 0u
A00 .�
W
0
s�0
z k-
0
1
`°v
a
OBD FBA V FSA
w
a3-1-2000
SHEET
of 4
w
w
v
V)
CLH
W
D
R 0
h
lV
C11h., o
COO
U °D 0u
A00 .�
W
0
s�0
z k-
0
1
`°v
a
OBD FBA V FSA
w
a3-1-2000
SHEET
of 4
CO
N
W
z
U
iTf-
H
0
ryry
Q
r)
Z
0
W
U)
RETAIN/NG WALL
AS REQ D. -,
t' SNOT, .
OF ,ii:.�
�r
/0 •` GP�� `N Lti�� •
O,�+p,a� i
Ii i1 '
NOON■ ■■
OMEN■ ■■
■■■■■
SIM.
STUCCO OR W-0"
EQUAL (TYP.)�� 771
RA/SED STUCCO ��a❑ 171717❑���
MAX. 1" INCREMENTS. E7❑ ❑ ❑ ❑ ❑ ❑
SEE DETAIL 9,
SHEET 6 (TYP.) F1l JF7 F7 17171711❑171717
CANT/LEVERED
FLOOR ABOVE
LEFT ELEVATION)
SHEET METAL
SHROUD (TYP.)
STUCCO CHIMNEY
CAP SEE DETAIL 12
SHEET D2 (TYP.1
�12
12 12
72
1 12 12
n 10 10
v" 7
SADDLE ��
BEYOND / I \ / I
mom■ ■■■ NOON■ ■■■ ■■■ ■■■ A ■■
■■■ NOON■ ■■■ ■■■ ■■■ �,J::
-1 x 6 FASCIA ■■■ NOON■ ■■■
■■■ ■NINE ■■■ • • - /� ■
CROWN ■�� ■��I ■■� NOON■■■
FRIEZE `WI -1 ■■■ ■■�I ■■■■■ ■■N■■ ONEBACKBAND ■■ �1 ■■
■ NOON■ ■■■ 111 111 111 ■■ ■■ I ■■
■■■ ■■ ■■ ■■ ■■
■■■ NOON■ ■■■ 111 111 111 �■■ ��� �i��
■■■ ■■ 111 111 111
■■■ ■■� ■■■ ■MEMO ■■■ 111 111 111
■■■ NOON■ ■■■ 111 111 111
■■n ■EE■M MEN,
11 I���I I►■■ ■■■■■ 1111 I■■
■■\ ��■ ■�■■ ■■■ A■■son
111 ■�► ■
1
I
Ln
Cf)
W
U
t
0_
r
0
m
Z
Q
REAR ELEVATION-
1"'a"
LEVATION1/6" = 1=0""
NO TE EL EVA TIONS REFL EC T A
BASEMENT FOUNDA TION. IF ANO THER
FOUNDATION IS USED, BUIL DER SHOULD
DISREGARD FOUNDA TION SHOWN
NOTE WHEN TWO ROOFS INTERSECT WITH
DIFFERENT ROOF PITCHES, BL OCK TOP OF
STUD WALLS AS REQ D. TO LINE UP FASCIAS
A T A MINIMUM OF I -0 - O VERHANG
RA/SED S7
TRIM W/
SEE DETA
SHEET 6 1
16 " L OUVL
SHUTTERS
SHUTTER L
CANTIL EVERED
FLOOR ABOVE
RETAINING WALL
AS REOD.
NO TE., A T TIC VEN TIL A TION PER
LOCAL CODES AND REQUIREMENTS
Sh
/2-- — — — —
— . — . Q
— 7
— —
..—..—..—.— —..—. 20310 TRUE
_ RAD/US WOW.
SIM. . — — . SIM. RA/SED STUCCO TRIM
W/ KEY A T MAX. I
INCREMENTS. SEE
DETAIL 9, SHEET 6 (TYP.) -
%a
LIN
STANDING SEAM
METAL ROOF
RETURN (TYP.) -\
-I
RAISED STUCCO NN
TRIM W/ KEY AT
MAX. l"" 11VCRElvE1VTS-
SIM TO DETAIL 9
SHEET 6 (TYP)
FRONT ELEVATION
1/4"" = 1"-O""
FRANK BETZ ASSOCIATES, INC, ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS.
RIGHT ELEVATION
1/6"" = 1'-0.
SHEET METAL
SHROUD
STUCCO CHIMNEY
CAP SEE DETAIL
SHEET D2 (TYP.)
- RETA/N/NG WALL
AS REQ D.
--------------------
-.— .—. 12
I x,9 RAKE (TYP.) 12
6"' CROWN OVER —
- I x 6 FRIEZE (TYP.) .
.
b 12" ARCHED LOUVERED —
SHUTTERS —
2`6- FASCIA NO TE. RAFTERS ARE
PITCHED FROM TOP
3 -O FASCIA _ RETURN OF CEILING JOISTS
(TYP.) RETURN
SEE DETAIL S
lm� m
2ND FL ooR PL.
�_■■ _/ �_■EMNON! )
BACKBAND
■■■ =SHUTTERS
' LOUVERED
00
�1
�� �I _ __ ■x,!11 =__ .
■■ ■■ I - = ■tom _=
MEMO■■
MEM■■■ r 2ND FLOOR LEVEL
RAISED STUCCO
BAND
AT MA X I" INCR67-AfEIV TS
SEE DETAIL
■■■ ■■■ i L OU vERED
OD
(TYP.) IST FLO(DR LEVEL q
I■ ■ISHUTTER DOOS
BASt3MENT PL.
STONE PA VERS �/� STUCCO COL UMN.
31 E
SEE DETAIL Il,
�) SHEET 6 (TYP.)
STONE VENEER ")/S1 DtFLT... PROVIDE SUPPORT FOR
PORCH AND STEPS TO
41 GRADE AS REOD.
ao
T
61
TO BSMT FLOOR
LEVEL
REVISIONS I DATE I BY
Lorr
drawing is not to be reproduced
ed to contract any building
ut the written authorization of
Betz Associates, Inc.
pno
U_
Z
W
W
'W
V
W
2
F_
SHEET:
OF: 6
A
O
o
co
W 00
U
O
�M
~ H� 00
[ O
`.'
Ply
xWco
N
d
x
O �
O
00
N�
BY: w.ma C K: <.,<. w.
FDATE: 6-6-96
SHEET:
OF: 6
A
" JS N) r /
+,••104 fig•*�\:
0 C -ft CAP
� � F£'� 15� ✓
a.
rjv olaok NtS o 1Al
kLEGPL
0
ce)
u7
CN
I
U
A
STEP DOWN
FOUNDA TION
WALL AS
SITE ALLOWS
S
i
r—
I
I
I
I
I
I
I
I
27'-10"
7"-10 1/2"
59'-0"
5"-8"" 4"-0 1/2" 1 3'-6 1/2"
18'-10 1/2"
12652
5-8"
I
I NO TE.- DROP FOUNDATION WALL UNDER
I GARAGE SLAB 4' FROM MAIN
FOUNDATION WALLS
I ISTAIRS
I I 5 1/2"" UP 1,
I I 5-10 1/2"" 5-0""
I
---v-----------------� I
I
�
�
\ I
1'-8"' 3"-6"" I
^ I
I
I -9 1/2'" I
,4
u
5 1/
I
WALL (TYP) I
I I I
I I I
I I
STEP DOWN
F — ---- — — — — — — — — — -----
=I 1
O R
I i P.C.
WALL AS
I I
0
I � I
I I I
—_________Y~______
_--�-P C H
I
I I I�-----
—
—
—
P.C. ITO
I
I I
IyI 1 1
`0
I I
ABOVE I
I (
I c
Ln
Sr L OPE
I I
I
I I
CONC. FTG.
�AS REQ D.
s
I I
SLAB
I I
I I
I
I i
—
I
I
14"_6„ I I
I I
I I
I I
------------------------ I
— IN -- — — —
——
— — — — — —— —
I
I I
22'-0-
12'-0"
13"-3 1/2"
59,-0"
37-0-
12"-3 1/2"
6'-3 1/2"
3 _O HDR.
I
---v-----------------� I
I
:: #.
I
WALL (TYP) I
I I I
I I I
I I
STEP DOWN
F — ---- — — — — — — — — — -----
=I 1
O R
-----J
WALL AS
I I
0
I � I
I I I
—_________Y~______
_--�-P C H
I
I I I
I I I
I I
I
I I
I I
I I
Lf)
I I
I
14"-6"" I
NOWT
I I
12'-0"
II SLAB
I I
I I
Ln
Sr L OPE
I I
I
I I
I I
CONC. FTG.
�AS REQ D.
s
I I
SLAB
I I
I I
I
I i
—
I
I
14"_6„ I I
I I
I I
I I
------------------------ I
I
____________________ _ _ _ _ J
---------------------
r
I
I
�
I I
10
I
I I
I -- ------------------
I PORCH AND STEPS TO
01
I
STONE LEDGE
I I l
AS READ. (TYP.)
I
01
iT
P.C.
10I I I
TTT
I I
I 5 1
I
ORMI
GARAGE SLAB
;;«?tea>�*,:.;------------------------I
I
PORCH LEDGE
I <o I
4" CONC. SLAB W/ 6 " X 6 "
L-------------------- i
I I
AS REOD. (TYP.)
--
#10/70 W.W.F. OVER 6 "L.
---------------
POL Y. OVER 4"' GRAVEL (TYP.)
N
I I -----------------------I:><
22'-0-
12'-0"
13"-3 1/2"
59,-0"
37-0-
12"-3 1/2"
6'-3 1/2"
I
---v-----------------� I
I
:: #.
WALL (TYP) I
I I I
I I I
I I
STEP DOWN
mg
=I 1
O R
I
WALL AS
I I
0
I � I
I I I
—_________Y~______
_--�-P C H
I
I I I
I I I
I I
I
I I
I I
I I
I I
I I
I I
I I
I I
P.C. I
I
I
14"-6"" I
I I
iI
II SLAB
LO
I i
Sr L OPE
I I
I I
I
I I DROP 6" BELOW
s
SLAB
I I
I I
I
I i
I I F/N/SH FL OOR
I
14"_6„ I I
I I
I I
I I
------------------------ I
Mimi
____________________ _ _ _ _ J
---------------------
r
I
I
�
10
I
I I
I -- ------------------
I PORCH AND STEPS TO
01
I
STONE LEDGE
10
AS READ. (TYP.)
I
iT
;
I I
ORMI
;;«?tea>�*,:.;------------------------I
L-------------------- i
22'-0-
12'-0"
13"-3 1/2"
59,-0"
37-0-
12"-3 1/2"
6'-3 1/2"
23`8 1/2"
BASEMENT FOUNDATION PLAN
1/4" = 1'-0—
FRANK BETZ ASSOCIATES, INC, ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS,
REVISIONS I DATE I BY
This drawing is not to be reproduced
or used to contract any building
without the written authorization of
Frank Betz Associates, Inc.
Z
0
Q
Z
0
LL-
F-
2-7
L-F—
Z
LLLI
G
LLI
V)
MQ
W
�1
vff
T
V'
LLJ
Z
E' O
LU
V) C)
,:0 O
V l H I N 0
W
� awl
N
O
Pq
x a
Z O
O
O
r .--I
W
BY: W.M.B. CK: K.K.W.
DATE: 6-6-96
SHEET:
z
A
I
---v-----------------� I
I
2 x 6 I I
WALL (TYP) I
I I I
I I I
I I
STEP DOWN
FOUNDA TION
I
WALL AS
I I
SITE ALLOWS
I � I
I I I
P.C. I I
I I I
': I I I
I I I
I I I
I I
I
I I
I I
I I
I I
I I
I I
I I
I I
P.C. I
I
I
14"-6"" I
I I
10
I
I I
LO
I i
�
I I
RADE BEAMS
S REQ D. (TYP.)
I I
I I
I I
I I
I I
I I
I I
I I
I
I; I
I I
I I
I' I
I I
I
I I
I I
I
I
I' I
I I
,2„ I
I
14"_6„ I I
I I
I I
I I
------------------------ I
iiWmmlm I
____________________ _ _ _ _ J
---------------------
r
I
I
�
I
I
PROVIDE SUPPORT FOR
I PORCH AND STEPS TO
GRADE AS REQ D.
I
STONE LEDGE
10
AS READ. (TYP.)
I
iT
23`8 1/2"
BASEMENT FOUNDATION PLAN
1/4" = 1'-0—
FRANK BETZ ASSOCIATES, INC, ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS,
REVISIONS I DATE I BY
This drawing is not to be reproduced
or used to contract any building
without the written authorization of
Frank Betz Associates, Inc.
Z
0
Q
Z
0
LL-
F-
2-7
L-F—
Z
LLLI
G
LLI
V)
MQ
W
�1
vff
T
V'
LLJ
Z
E' O
LU
V) C)
,:0 O
V l H I N 0
W
� awl
N
O
Pq
x a
Z O
O
O
r .--I
W
BY: W.M.B. CK: K.K.W.
DATE: 6-6-96
SHEET:
z
A
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.
TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL
O JOIST DIRECTION
_XP`,�1 W09 OSS BRIDGING AT MD POINT OF SPAN OR 8'-0'"
CU7'ce� ALL FLOORS.
�•••t +LsIRS
SHALL BE
X PLYWOOD. NAI ISNG, SCHEDUIDE LE SHALL BE 8d
AT ALL EDGES AND 8d COMMONS AT 12" O.C.
j Wigs EDI STUDS. (OPTION - APPROVED DIAGONAL
►• F P EfA S IDFRAMING SHALL ECTION'S AT LEXTEND DOWN THRU ALL
�L 9��pVt�15 .Vl� AND AT THE BASEMENT FLOOR AND BE SUPPORTED
ADE BEAM, OR FOOTING DESIGNED TO CARRY
12x8 RONGBACK AT MID SPAN FOR CEILING JOISTS
�,�p TER AN 10'-0".
i�1W1 Tl AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN
� LING JOISTS AT 4'-0" O.C. MAXIMUM
•,1k$ AND RIDGE BOARDS SHALL BE ONE "2x' SIZE
M�•S.
Of• L BE 1/2" CDX PLYWOOD MINIMUM
ED FLOOR AND ROOF TRUSSES ARE USED, TRUSS
A MUST PROVIDE SHOP DRAWINGS WHICH BEAR SEAL OF
ENGINEER IN STATE IN WHICH WORK IS TO BE PERFORMED.
(LING 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
1 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 BEGINNG 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 W 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.
<V
�y
O
\
W
Ho
.C)00co00
SHEL VES
1
278.
/ /
42"
-
W co
FLUSH BEAM
O
`
'
AS REO D. -
w�
'
j W.H 42
Uzi`
d�
.�
Z
O
BUTLERS
O
00
PANTRY
4
T
BY: WA48-
0-11
DATE: 6-6-96
6'-0 1/2"
1x6 CAP
OVER 42"
KNEEWALL
4
ALT. WATER
1/4" = I' -O"
=R LOCATION
4" CROWN MOULD
WRAP W/ 1 x 10
MA TERIAL
BASE CAP
2x 4 FRAMING AS REOD,
WRAP W/ GYP. BD.
MOULDING
SEC
CAP
W/Ix 12
_RIAL
?TER ROUAO
HOEMOUL D
COL A 102794
0
0
a
59'-0"
27-10" 18'-10 1/2" 12'-3 1/2"
3'-4 1/2" 2'-0" 5'-0" 2'-0" 15'-51/2"
it
2'_6.,
6'-10 1/2" 3'-6 1/2" 4'-10" � 5'-8" 6'-31/2"
i
2d62 W,-� 5G062
ABOVE TRANS. ABOVE`TRANS I ABOVE
TRANS,
10 p, Wj-JT 2 x 6 EXT. BUIL T -IN
I (14QO STUD WALL II BOOKCASES
(V
ry� QBRACE WALL 0 / I• W () 42`10 .
2032 TWIN I I - AS READ Q f I I
LINE OF gry aUO W <V LINE OF I. 3cn
WALL D D/SP, a WALL tlQ HVAC 2652 TWIN
ABOVE - ( S ABOVE CHASE W/ 10" TRANS.
ELI
W.P.
ABOVE
DBL. SIAK--• 2 STORYIt
:.... _. � ao" x 16"1
42 / FLUSHBEAM 4 / HEARTH s 42„ WINDOW
ASREQ
D. BRKFST. 0FA
MILY ROOM SEA T 42"'
N
42' �:/ \ �1 \' I n 42"' FPL. _IN
BOOKCASES
-Z
.I •-.
.-��
_ 220 °II OAS
BEDROOM 5/ 3.
i /BLAND CO STARTER
0- SURF. - J I TO FIXTURES
UNIT / WQII ABOVE 7LIAE OF & STUDY
GAS 28 I 28"' WALL ; CV
10 STUB D KITCHEN ABOVE Q BUILT C
tUY1KITCHEN ' +��' ` II / � / I• m O BOOKCASES
If
42 - - -„ INT. LOAD .I _L 1AE FLOOR 42
BEARING COLUMN
— SEE DETAIL I �I W Q
5._8.. 8'-9" '� 13'-0 1/2" SHEET 3 (TYP.J 1O' ABOVE /
15'-10" 2'-0" 6'-111/2" / 1'-3" 3'-6"
42" SERV. BAR /
HEADER 2-0 OVER 42' HIGH N _O
>_
MOGYVT KI EEWALL
FLUSH BEAM
0 LIGHT DBL \ ` AS REOD ^.3
OVEN REFR/G. I
PANTRY - - - DES/GN 8/vl 10
OPE N 1 �k0
� -� 2-6 t
(V I i7 5._O.. 1`0 1 �8.; 2._1.. 2._O.. ' FLUSH BM.
FOR POINT AS REO
5 SH. CV V A2„ 2TB 2A r OAD a
1-6
""LINE OF
GAS MAKER - - FLUSH BEAM N FLR ABV L/NE OF 0 = COATS 2-4
0 STUB _ . — PAE ) AS REQ / FLOOR
I / ?2 ' ABOVE
CV SN}jra `.
N
i7 STA/RS
UP \
16R r
L 0HT01
4'-3 1/2" 17'-1 1/2" /ABOVE I
6'—O 1/2" 5'— 5'-9'" 6_/2 3'—O"
00 10
BUTLERS T R. ! c7
1 Z Q PANTRY . -t--r- N
LOW2-4
O I OPEN �
_ ---
O $ VOL TACE f / I / 2-6 � , L/GHT RAIL-\\�
O (J �j 1 x 6 CAP 42' STAIRS ;D BEL O0
Q IIN W LOW OVER 42" { ON. 76R I `SFA
k O VOL TACE KNEEWAL L TO LO
1 O
W Q / 4-0 x 6-0 LIGHT
O�• O C_ ABOVE
R
ON I 0 O CLO. OUTLET I 1"-4 1/2" DRPD. BM.. `
Q Q FOR GARAGE I I� AS REO D.
' DOOR OPENER I 1'-0"T I I
20-81/2 4 —8 6'-8" — 5'-0 1/2" 5'-6" 8'-9 1/2"
II _
STEEL
i
COLUMN
AS REQ D
/ I I
0 IFLUSH BEA - . BUFFET
M I I
N AS REO D _� \ I.I
i' •�Z o LIVING ROOM
I I FLUSHBEAM s �Q OII W 2 STY. `? 6�
AI•I
�--� �S REOD I
I I —' � d' �III°Q OQIIIp
(k FOYERCL
Ila I
I I I I III iY TO LIGHT
i i I.I ABOVE BRACE WALL
I Q/. AS REO D.
I 2662 W/ RAD. 2662 W/ RAD.
DINING: 1 C� TRANS. ABOVE TRANS. ABOVE
! W ZD I AT B=5
M 3/8" AT=
85 3/8"
I O Q I N HEADER HOT. HEADER HOT.
�0 I`I I. i�i lI k� \ ! •I /'/ O
4"MULL /OIN�O (TYPJ
Q.
�
I
_DS-Olig EFLRTO.SN
TOORUIVI W'P'
CLO. OUTLET
FOR GARAGE 2062/2862/2062 p -L-/NE- OFW/ RADIUS TRANS
Q DOOR OPENER Q OC
ABOVE EACH WDWI
---i
-
CANTILEVER
I Q y AT d- 5 3/8'" HDR. (v I I in ABOVE
W I HEIGHT
CAR�.,:.
oa ,� 10
GARAGE
61 LU r — --- ------ y: ti
16 "' EXT. L OAD
BEARING COL WIV
I I SEE DETAIL 11
I I I I SHEET 6 (TYP.)
1'-6.
12"—O'
0 1-6
in `
0 COPYRIGHT 0 1996 BY FRANK BETZ ASSOCIATES. INC NOT TO BE REPRODUCED I I I
2662 ( TW/N
2862 W/ RAD.
TRANS. ABOVE
AT (5=5 3/8"
HEADER HG T.
5'-0" 6'-0" 5-10 3/4" 4'-5"6'-2 1/2" 3'-7"
14'_7.,
22'-0"
12'-0"
13'-3 1/2"
59'-0"
NOTE • ALL ANGLES ARE 45 °
UNLESS OTHERWISE NO
23'-8 1/2"
37-0"
FIRST FLOOR PLAN
7/4" = P -O"
FRANK BETZ ASSOCIATES, INC, ASSUMES NO LIABILITY
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE
PLANS BY OTHERS,
0
SQUARE FOOTAGE
FIRST FL 0 O 1786 SQ FT.
SECOND FL OOR 1739 SQQ, FT.
TOTAL 3525 SQ. FT.
REVISIONS I DAT
This drawing is not to be reproduced
or used to contract any building
without the written authorization of
Frank Betz Associates, Inc.
J
O
Q
V/
N
'W
L.i_
I
.L
U
W
LAJ�
1.L
V
W
F_
SHEET:
�y
O
W
Ho
.C)00co00
O
M
r -i
Aao
W co
C7
w�
Uzi`
d�
Z
O
O
00
F+i
T
BY: WA48-
CK: KK w.
DATE: 6-6-96
SHEET:
REVISIONS
DATE
BY
CLAR 20-38
4X27X99
JCH
0
Co
W
E, o
— —
LU
E-
0
0
I
I
This drawing is not to be reproduced
or used to contract any building
without the written authorization of
Iz
r
Frank Betz Associates, Inc.
7
L 0 F: 6
0
Co
W
E, o
— —
LU
E-
0
0
r -,
Cr) 00
>Q00
%-W
00
00
0 0
TT
Q
0 m 'j
E--4
ado
Z
0
0
00
C K: K.K. w.
BY: W.M.B.
DATE: 6-6-96
7
L 0 F: 6