HomeMy WebLinkAboutPALNSI
0
cli
2
0
cq
0
00
81-0.
8--0-
40,-0"
40'-0"
24'-0"
FLOOR FRAMING PLAN
NOTES: 1) ALL PORCH FRAMING TO BE P.T. MATERIAL, SILLS SCALE: 1 /8. - V-0.
AND FI-UUK JOIST MATERIAL JOINING PORCH FRAMING
TO B9 P.T. MATERIAL ALSO.
2) PORCH FLOORING TO EXTEND 2- BEYOND PORCH SILLS.
40'— 0"
7'-0" 6'-6" 6'-6- 6--6- 6--6- 7'-0-
7
L _7 7-,j -i
L
7:4 k 7 1
0
N
L j
�A
1 F
7J---T
0
�F = =74
t 81-0.
F-T7
F
T
F-
T
L
L
-
-
p 1 .1
- 21 NtW14AO
80 X 8" X
16"
CONCRETE BL
CONCRE M BL
CK
CK
POURED CONC�ETE
PIERS WITH
14
GAUGE GALV
P11TER
FOOTINGS NTH S #4- REBAR EACH
STRAP AND
METAL PIER CAP
(TYPICAL)
DIRECTION AND I #$ DOWEL PWWX,)1
X 8"
2-2" X 8"
SILLS
S
F-- —
---I
ILI
L
7�
- 2— 2" X 8"
P.T.
F— 11-1
L
'T -�-- III
i Ff-�!! 11 4
iL--:4 4
r IA�n alL.La f-
F- --1 F- - -1
11M mil IE I I � I IF
j
il— -Ji L —J L —1 L --J
7 A- 0- 1 6. 0. W-0- 61-0. W-0-
16,-0" .1. 24'-0"
I
0
- I
to
cD
to
F —1 0
C14
L -J
0
40'-0"
FOUNDATION PLAN
NOTES: 1) MAIN SILLS AT PORCH TO BE P.T. MATERIAL
2) PIER NOTES:
THE CELL CONTAINING #SDOWEL WILL BE FILLED NTH CONCRETE FROM
FOOTING TO TOP.
b) CELL NOT CONTAINING #SbDOWEL FILLED WITH
CONCRETE (I ' - --- - "- " I
c) PIER STRAP TO BE EMBEDDED (MIN. 10-) IN CELL CONTAINING #9 DOWEL.
SCALE-- 1/8* = 1'-0"
A
I
0
SYM130L
DOORS
ROUGH OPENING
WIDTH
HEIGHT
A
3'-0"
X
6'— 8 "
6 RAISED
PANEL
3'— 2
3/4"
6'-10
1/2
B
2'-8"
X
6'-8"
FIXED SASH
2'-10
3/4"
6'-10
1/2"
C
2'—
6
X
6'— 8 "
INTERIOR
FLUSH
*
2'— 8
1/2 11
6'-10
1/2;'
D
2'—
0
X
6'— 8"
INTERIOR
FLUSH
*
2'— 2
1/2"
6'—
10
1/2"
E
l'-6"
X
6'-8"
INTERIOR
FLUSH
*
1'-8
1/2"
6'-10
1/2"
H
4'—
0
X
6'— 8
BY—PASS
4'— 1
7/8"
6'-10
1/2"
M
2'—
0
X
4'— 0
INTERIOR
FLU SH
*
2'— 2
1/2"
4'—
2
1/2"
P
S-0"
X
6'— 8
INTERIOR
FLU SH
*
3'— 2
1/2"
6'-10
1/2"
F
3'—
YX
6'— 8
CROSSBUCK
3'— 2
3/4
6'-10
1/2"
y
3'—
0"
X
6'-10"
OPENING
31-11,
6'-10
1/T'
S
6'—
0 "
X
6'— 8 "
SL. GL. DOOR
6'-0
1/2"
6'-8
1/4"
IN
2'—
8 "
X
6'-8"
INTERIOR
FLUSH
2'-10
1/2"
6'-10
1/2"
16'-4"
4'-2- � 8--0-
— 40'-0"
— 5'— 5"
12'-4"
fl� 4'-0' ---H
5'-5-
WIND OWS
ROUGH OPENING
WIDTH
HEIGHT
2830 SINGLE
33"
37"
2830 MULL
65 1/8"
37"
2840 SINGLE
33"
49 $1
2840 MULL
65 1/8"
1 491,
4040 SLIDER
49"
49 -1/4"
9 LITE PICTURE
63 ;,
63"
2'-4"
81-0.
1 -6* PLUMBING WAU-
28 30 28130 1 1/ 1 1 28 140
I
4
00 DINING —ROOM
CA
0
0
.10
@ W.H.
F— 6
to
KITCHEN -0c
VIM
0)
k[—O&EBA T H Li�j 0
BEDROOM
-GE
IkAN 4 "04
REFRIG. SPACE DRYER
SPACE SPACE AT z
H400D FsHPEAcE a 71
ATTIC ACCESS 00
Y716
8'-4- 22- X 36- (MIN
x
HALL
-co
LIVING ROOM
Lo
a.
�0)
21140 MULL
5" COLONIAL POST
dl (TYPICAL)
BEDROOM #3
40'—Q"
1 14
110
-
(B
110
tjLUNUUM yl
6'-8�
FLOOR PLAN
NOTE: (*) WINDOWS AS SHOWN TO BE SINGLE 4040 HORIZONTAL Ur SCALE: 1/8' V-O"
_D 54Sr
SLIDER WHEN REQUIRED BY LOCAL BUILDING DEPARTMENT. D ION AIIA
s PERMIT IS 1SS
ST. LUCIE COUNTY I'" E FOR A T�AREE k 3)
T
IPLICATION MADE RESIDENCE' ANY
BUILDING DIVISION NOTICE BEDROOM FRIVAT OR OTHER ft.
REVIEWED USE Of DEN, S"UDY�S A BEDROOM
FOR COMPUANCE NOT TO BE OCCUPIED CREATIONAL ROOM AND—
WILL VIOLATE SYSTEM oEBIGN
BEFORE FINAL APPROVAL E SYSTEM FAILURK 0.
�EVIEWED BY I�NA Mpg CAUS
BY BUILDING DEPARTMENI- I HAVE REVIE%
1P
J Eli ATTACHED CONDITIONS
LAN!A AND PERMIT CORRECTLY RI
BE KEPT ON JOB OR
�^-,-!ntllkAPLIL�IFYADE GENERAL NOTES REQUESTED.
-4 IAL Oei+e *wsPURCHASE PRICE OF THIS HOME DOES NOT INCLUDE STARRED ITEMS SHOWN
ON THE PLANS: LAVATORY, TUB, WATER CLOSET, WATER HEATER, KITCHEN CABINETS,
INTERIOR DOORS, HEATER, ETC. THESE ITEMS ARE SHOWN ON THE PLANS AS A
SUGGESTED LAYOUT FOR THE CONVENIENCE OF THE PURCHASER. IF DESIRED, THESE CUSTOMER SIGNATURE
ITEMS ARE AVAILABLE AT ADDITIONAL CHARGE.
A PROPOSED NEW RE
ITEMS INDICATED BY DOTTED LINES ARE SHOWN FOR THE CONVENIENCE OF THE BUYER
AND ARE NOT AVAILABLE FROM JIM WALTER HOMES, INC. Kcro (� I f
R 569, FLO NOrICE M�-Vc- F�-IOH
RIOA ATUTES-THrUNDERGRD00io THIS IS TO CERTIFY THAT THIS
IAMAGEPREVEN AND SAFETY ACT R EQUInES STRUCTURE CONFORMS TO THE
VERIFYTIIELOI OFALLUNDER6ROUND
RIORTOaEsins S 5 0 C I STANDAMD BUILDING ClEnD A MKI MV
- 51?4"
ACTIVITIES Ally 0 1116 OR E X CAVATI ON
A PROFIERTY CRITERIA. CHAPTER 1205, '91 EDI
CALLATLEAST41 W BEFOREYOUDIG, -AIDDENDA �5HOYYN A*ND CAN STRUCTURALLY WITHS'
1 00
0 t
1-4800 32-4770 A WIND LOAD OF 110 M.P.H. AS
FOR THE LOCATION OF UNOSGROUND pMp
SPECIFIED TO THE BEST OF MY
WATER, SfwFR� C4SjNnCATVSFAV1CFU*L KNOWLJRPGE.
(EX15-CJN6 :%0VVN Iti ?>L-A4K)
IF AREA OF DRAINFIELD IS SUBJECT 1,
SATURATION FROM ROOF DRAINAGE,
ROOF MUST BE GUTTERED PRIOR TQ
FINACAPPROVAL.
THIS I PER11� !!T "T) ON A14
APFLIC�,ViON
(3)
BFDROON(i PRI'�""I'F
ANY
USE OF DE�`I'
OR OTHER RE
CREATIONAL ROOM AS
A BEDROOM
WILL VIOLATE SYSTEM
DESIGN AND.
MAY CAUSE SYSTEM FAILURE
St. Lucle County Healtb Unit
Environmental Health
Site Plan Approved For Construc
fflon
Supetcedes All previou3 Site Pl,ins For
OSDS #
TE- 5LD
l.—O.
—0.
40'— 0"
, 1 —0
WALL BELOW 2* X 8" RIDGE BOARD 2" X 6" BARGE RAFTER
1" X 6" COLLAR TIES I" X 6" FASCIA #22 FRIEZE BLOCK VENTILATORS (12 REQUIRED)
AT 4'-0" D.C.
0
'Cli
Ll
77
0
I
2-2" X 10" PORC H BEA7M— SEE KNEF 11 6" RAFTERS AT 24" 0.( PURLINS AND nY" BRACING
(SEE DETAIL) BRACE DETAIL (SEE DETAIL)
—0�
40'-0"
3
c I )
N
OD
4
i
RAFTER PLAN
NOTE: WHEN RAFTERS ARE SPACED 24" O.C. SCALE: 1/8" - J.—O,
PLY CLIPS MUST BE INSTAI I ED.
40'-0"
I "I m,�, fir �= ��^KlnnAnV �=Afl I
CEILING JOIST PLAN
SCALE: 1/8' = l'—O*
I
0
I
0
2
0
1-- 3'-3/8" i � 3--3/8- F 3'-3/8' —1
1 27/32- -� �— 3'-3/8" 1 . 3'- 3/8" -1. 3--3/8- --�
NOTE: CUT ONLY THE AMOUNT NEEDED PER HOUSE (SEE ELEVATIONS).
SHEATHING
2" X 6" BARGE RAFTER
MILL EDGE TO MILL EDGE —
r
to
2'- 6
1 X 6 FASCIA
2- X 12- (CUT AS SHOWN)
CORNICE RETURN DETAIL
SCALE: 1/4* — V-0"
lm X 6" COLLAR TIE AT 4'-0" O.C.
SHEATHING
2" X 4" PURLIN CONT.
UNDER RAFTERS
Z�jfa-a - tA, VlAag:�*
2" X 6" CEILING JOISTS
2" X 8" RIDGE BOARD
DOUBLE 2" X 4"
LOAD BEARING WALL
IF-$
2" X 6" RAFTERS
2" X 4" "Y" BRACING
AT 4'-0" O.C.
NOTE: CUT RAFTER A
TO ACCOMMOD
ROOF BRACING DETAIL SCALE: 3/8" - V—o'
NOTE: JOINING OF PURLINS MUST OCCUR ON RAFTER. SCALE: 1/4" - 1'-0*
2" X 4" PURLIN (CONT.)
2" X 4" KNEE BRACE UNDER EACH RAFTER
2" X 6" RAFTER
2" X 6* CEILING JOIST �-7
�lt-lp-,509 ci�1-20 94,614
;ZAF-r6 P,' ( -rO ----ITLIV)
7- A N P -T-0 ir-A � K N E�C- e
PORCH BEAM
DOUBLE 2" X 4" PLATE
PORCH POST --'
smca---cc 5,JA.-& ea6wjvb,(N�
40L�M (.&P- ( OV- EQUAI-) —E*TE0iOR LOAD BEARING WALL
2 X 6 COI
�UIN 1.
'KING 0 R
--- i
PARTITIONS
STRONGBACK DETAIL
KNEE WALL BRACE DETAIL SCALE: 1/2" = V-0'
NOTE: GROOVES IN PORCH CEILING PANELS SHOULD BE SCALE: 787-- �1-0
INSTALLED PARALLEL TO PORCH FLOORING BELOW.
1" X 6" BIRD BLOCKING
1" X 6" FA3CIA
PLYWOOD SHEATHING
2" X 6" CEILING JOISTS �
2" X 6" RAFTERS
2-2" X 10"
SHADOWCAST U-GROOVE PANELING
HARDBOARD SIDING 3/4- MOULDING
HARDBOARD SIDING
1- X 6- SOFFIT :
5- COLONIAL POST
PORCH BEAM DETAIL
NOTE: GROOVES IN PORCH CEILING PANELS SHOULD BE SCALE: 1/2' V-0-
INSTALLED PARALLEL TO PORCH FLOORING BELOW.
2" X 6" CEILING JOIST
4
MyraTETR
BEAM DETAIL NO. 5
SCALE: 1/2" � V-0"
THIS IS TO CERTIFY THAT THIS
STRUOTURE CONFORMS TO THE
8-9-0.0-1. STANDARD BUILDING CODE -
CRITERIA. CHAPTER I---, ., l I I
AND CAN STRUCTURALLY WITHSTAUNID4'
AWINDLOADOF 110 M-P.H. AS
SPEOIFIED TO THE BEST OF MY
KNOW!L#DGE. _ - J
E� FLORIDA REG-
P`P- p
PLYWOOD SHIMS
REQUIRED
PLYWOOD SHIMS
REQUIRED
WINDOW HEADER
cm
ASPHALT SHINGLES OVER 15# FELT >-- JACK STUDS DOOR HEADER SPACER BLOCKS
1/2- (NOMINAL) PLYWOOD SHEATHING r-L4P5
12 "-T
2" X 6" RAFTERS AT 24" O.C. 4 F:::�
1" X 6" BIRD BL OCKING WITH
VENTILATORS - SEE RAFTER PLAN Ar
9-Ar-Tep-
01Z Sf 2 A-T CA, -p-ro o -t�v E: 0
�z it
T
GALV. EAVES DRIP _5X8 Q nris cjFA 0 oA#-c>
z 2" X 6" CEILING JOISTS AT 24" O.C.
1" X 6" FASCIA DOUBLE 2" X 4" PLATE JACK STUDS
DOUBLE HEADER OVER DOORS NOTE: WHEN OPENING EXCEEDS 6' IN WIDTH
AND WINDOWS (SEE NOTE #1) DOUBLE JACK STUDS ARE REQUIRED
2'-0' EACH SIDE. ROUGH DOOR OPENING
NOMINAL 1" X 4" CORNER BRACE
LET -IN AS SHOWN (-.LIPS A-r 6'Lj-
0
'T'
CORNER
z
ul
TYPICAL WINDOW HEADER DETAIL. TYPICAL DOOR HEADER DETAIL TYPICAL "T" & CORNER
NO SCALE NO SCALE
�,HARDBOARD SIDING NO SCALE
z
OVER 15# T-Etl- m
(SEE NOTE #4) V//� 0
z
NOTE- ALL BREAKS ON BOTTOM PLATE
2" X 4" STUDS 1 0 MUST BREAK ON STUD.
(SEE NOTE #2)
UNDERLAYMENT FLOORING
(SEE NOTE #3)
15# FELT
je
FRAMING FOR GABLE
2" X 4" PLATE — 1/2- (NOMINAL) PLYWOOD END VENT GABLE STUDS
SUBFLOOR TO BE 16" D.C.
I.Ael Sag�E�W AT A34-
-- - - ----------------------- __4
G eizr= ORII.L.)
BOXING BAND - SEE
FLOOR FRAMING PLAN FLOOR JOISTS AT 16- O.C.
STARTER STRIP SEE FLOOR FRAMING PLAN
SILLS - SEE FLOOR FRAMING PLAN
8" X 8" X 16" CONCRETE BLOCKS
GRADE (VARIES) FILL V)1612e)UT� METAL PIER CAP
14 GAUGE GALVANIZED PIER STRAP - ATTACHED
TO SILL W/ 5 16d NAILS (SEE NOTE #5) AND AT-rA494D 'rO ll'�IANP V�"tA
VTURN STJDS FLAT TO ACCEPT VENT FRAMING
01�DOWEL BAR 2' X 6- (1 EACH PIER)
lvz
GABLE END DETAIL L11 TYPICAL WALL TIE
-W' X 24" X -24" POURED CONCRETIKI� NO SCALE NOSCALE
PADS W1 2-#4 REBAR, -EAC14 W" FoL>#.,DA_rjcpN PL." F�p. J;�ee NOTE: GABLE STUDS SHOULD BE INSTALLED SAME AS WALL
STUDS (WIDE FACE OF STUD PERPENDICULAR TO WALL).
TYPICAL WALL SECTION
NO SCAI F
BRIDGItIG (STAGGERED) DOUBLE 2" X 4" PLATE
WALL SECTION NOTES DOUBLE BEAM
1. DOUBLE HEADERS:
2-2" X 6" AT EXTERIOR AND INTERIOR LOAD BEARING WALLS.
2-2" X 4" AT INTERIOR NON -LOAD BEARING WALLS.
2-2" X 8" AT 6' SLIDING GLASS DOOR (DOUBLE JACK STUDS EACH SIDE).
2-2" X 12" AT OPENINGS LARGER THAN 9' (DOUBLE JACK STUDS EACH SIDE).
2. STUD SPACING:
16" D.C. AT ALL EXTERIOR AND INTERIOR LOAD BEARING WALLS.
24" O.C. AT ALL INTERIOR NON -LOAD BEARING WALLS (16" D.C. MAY BE PURCHASED).
3. UNDERLAYMENT FLOORING:
3/8- PLYWOOD, 5/8- PARTICLE BOARD OR 5/8- PLYWOOD (OPTIONS OFFERED). DOUBLE STUDS NOTCHED
4. INSULATION SHEATHING (-Q�NA4- I�Y-13-flf4d( TO ACCEPT BEAM
5. PIER NOTES: nt-,5 FLOOR JOIST
a) THE CELL CONTAINING GCDOWEL SHALL BE FILLED WITH CONCRETE FROM STUDS AT 16" O.C.
FOOTING TO TOP It
b) CELL NOT CONTAINING 6DOW'5EL dwAll HAVE 4�= 291 RQR R111 " FILLED WITH THIS IS TO CERTIFY THAT THIS
CONCRETE MSIF= 5 TC R$t- OffIff f-flidP.Pr9W 19*RRotMpF Irm mvff" mi mehleRlp STRUCTURE CONFORMS TO THE
c) PIER STRAP TO BE EMBEDDED (MIN. 10") IN CELL CONTAINING DOWEL. S.B.O.C.I. STANDARD BUILDING CODE
At BRIDGING DETAIL CRITERIA, OHAFrER 12015, '91 EIDITION. BEAM TIE DETAIL AT WALL
AND CAN STRUCTURALLY WITHSTAND NO SCALE' SHEET
NO SCALE A WIND LOA9 OF I tO M.P.H. AS THE MONTE CARLO
SPECIFIED TO THE BEST OF MY
KNOP DOE
�pl IN V,Fl)- COPYRIGHT JIM WALTER HOMES, INC. 1988
FLORIDA REG-. 56741- 1500 N. DALE MABRY HWY., TAMPA, FL. 3
12"
F R 0 N T
L E F T S I D E
2" X 6" CEILING RAFTER
2" X 2" NAILER
2" X 4" RETURN
(NOMINAL) PLYWOOD SOFFIT
GALV. EAVES DRIP
1" X 6" FASCIA
8" X 16" EAVE VENT
(9 REQUIRED) -r2'-O' -
NOMINAL
12"
SEE CORNICE RETURl'
FINISHED FLOOR
- - - - - - - - GRADE_CV��I�S)
410E RETURN DETAIL
- - - - - - - FINISHED -FLOOR - - - - - - - -
- - - GRADE (VARIE-=S) .......
E
L
E
V
A
T
1
NOTE:
INDICATES
WINDOWS
TO BE SINGLE
4040
HORIZONTAL SLIDER WHEN
REQUIRED BY
LOCAL
BUILDING DEPARTMENT
(SEE FLOOR PLAN).
1/2- (NOMINAL) PLYWOOD ROOF SHEATHING
2" X 40 SUB BARGE
2* X 6" CEILING JOISTS AT 24" O.C.
— DOUBLE 2" X 4" PLATE
DOUBLE HEADER OVER
DOORS AND WINDOWS
SECTION AT WALL
SCALE: 3/8' - V-O"
2" X 6" GABLE END RAFTER
2" X 2" NAILER 3/8- (NOMINAL)
PLYWOOD SOFFIT
SECTION AT GABLE END
SCALE: .3/4*
1" X 6" BARGE BOARD
B 0
X
E D
E A V
E
S
D
E
T
A I
L
(OPTIONAL
ITEM -
APPLICABLE
ONLY IF PURCHASED),
0 N S
A M�
2" X 4" P.T.
NAILER
2" X 12" P.T.
(3 REQUIRED)
TYPICAL STEP DETAIL
I" x 8" P.T.
KICKBOARD
-ACH STRINGER)
R I G H T S I D E
2" X 4" PRIMED
BOTTOM RAIL
NOTES: 1) THE SUM OF TWO (2) AND ONE (1) TREAD TO NO SCALE
BE AT LEAST 24" AND NO MORE THAN 25".
2) THE QUANTTY OF TREADS AND RISERS
MAY VARY DUE TO THE TERRAIN.
5/4- X 3- PRIMED
CORNERBOARD
RNER
5/4- X 4- PRIMED CORNER BOARD
CORNER BOARD DETAI
NOTE: JOINTS SHOULD BE MADE ON SIDES.
2" X 6" PRIMED
HANDRAIL
2" X 4" PRIMED
TOP RAIL
2" X 2" PRIMED STRUTS
12" AT 7" O.C.
4" X 4" P.T. POST
2" X 4" PRIMED
BOTTOM RAIL
STEP RAILING DETAIL
SCALE: 1777 1 =
(OPTIONAL ITEM APPLICABLE ONLY IF PURCHASED)
2" X 6" PRIMED HANDRAIL
2" X 4" PRIMED TOP RA
2" X 2" PRIMED
STRUTS AT 7" 0.
X 2" PRIMED
TRUTS AT 7" O.C.
/2�
D E T A I L 1
SCALE: 1-1/2' - l'-O"
2" X 4" PRIMED BC,..�.,
2" X 6" PRIMED HANDRAIL
2" X 4" PRIMED TOP RAIL
SEE DETAIL 1
SECTION
PORCH RAILING DETAIL
(OPTIONAL ITEM - APPLICABLE ONLY IF PURCHASED)
THIS 16 TO CERTIFY THAT THIS
STRUCTURE CONFORMS TO -THE
8.8,Q.Cj, 5TANDARD BUILDING 00C
CRITERIA, CHAPTER 1205,'Ol EOITIO
AND CAN STRUCTURALLY WITHSTAN
AWIND BOAD-of I 10 M.P.H. AS
OT
PE 110TH
E -40T OF MY
SCALE 3/4* l'-O'
cli
2" X 4" PRIMED BOTTOM RAIL
1" X 4" P.T. DECKING
ELEVATION
SCALE 1/4!' l'-O"
SHEET
THE MONTE CARLO
4
88
@COPYRIGHT JIM WALTER HOMES, INC. 19
1500 N. DALE MABRY HWY., TAMPA, FL.
I
0
04
04
00
0
40,-0"
7'-0' 6'-6- 6'-6- 6'-6-
,,,— 80 X 16n FOUNDAT10N �ENTS (16 REQUI
L777_1
2--2" X (8" SILLS
F=_1
F' L _j
J11
8'-0'
FT_
_mmm�l
77
2'-8" ACCESS OPENING
6'-6- 7'-0'
12'-0"
L7--J
7"
L7__j
V
nA'
V
')A"
pn"Drn re,
8w X 8" X 16" CONCRETE BLOCK MIRCIL
PIERS WITH 14 GAUGE GALV. PIER FOOTINGS Willi 2 #4 REBAR EACH
STRAP AND METAL PIER CAP (TYPICAL) DIRECTION AND 1 #3 DOWE� (TYPICAL)
2-2" X 8- P.T. L
PORCH SILLS
- - - - - - - - F416-L - - - - - -
— — — — — — - — — —
16'-0'
81-0.
8" X 8" X 16" CONCRETE BLOCK
CAPPED WITH A 2" X 80 P.T. PLATE
---------------------- j
-----------------------
8" X 16" CONCRETE FOOINN — — — — — — — —
WITH 2 #5 REBAR (CONT.)
40'— 0"
SOLID FOUNDATION PLAN
24'— 0"
(OPTIONAL ITEM — APPLICABLE ONLY IF PURCHASED) SCALE: 1/8' - l'-o"
NOTES: 1) ALL PORCH FRAMING TO BE P.T. MATERIAL, SILLS
AND FLOOR JOIST MATERIAL JOINING PORCH FRAMING
TO BE P.T. MATERIAL ALSO.
2) HEIGHT OF PIERS TO BE 5-3/4- LOWER THAN SOLID FOUNDATION WALL.
3) PIER NOTES:
a) THE CELL CONTAINING #3 DOWEL WILL BE FILLED NTH CONCRETE FROM
FOOTING TO TOP.
b) CELL NOT CONTAINING #3 DOWEL WILL HAVE TOP COURSE ONLY FILLED NTH
CONCRETE (USE CAVITY CAP TO PREVENT CONCRETE PASSAGE TO LOWER BLOCKS).
c) PIER STRAP TO BE EMBEDDED (MIN. 10") IN CELL CONTAINING #3 DOWEL.
C14
C4
NOTE: SEE TYPICAL WALL SECT10N FOR DETAILS ABOVE FLOOR JOISTS.
BOXING BAND — SEE
FLOOR FRAMING PLAN
STARTER STRIP
GRADE (VARIES)
2" X 8" P.T. PLATE
FLOOR JOISTS AT 16- O.C.
SEE FLOOR FRAMING PLAN
1/2* ANCHOR BOLTS AT EACH
CORNER AND 6' O.C. (CELLS AT
BOLT TO BE POURED SOLID)
8" X 8� X 16" CONCRETE BLOCKS
C4
METAL CHAIRS TO HOLD
REBAR AT MID —HEIGHT
W AR f;C>0^4,D.*-rjc2r4 flLM —
SOLID FOUNDATION DEETAIL
(OPTIONAL ITEM — APPLICABLE ONLY IF SOLID FOUNDATION OPT10N IS PURCHASED) SCALE: 3/8*
1 W3030 W3030
0 0
3 OBC
OBC 36SB 115BC SBC I
KITCHEN (D
Fm__ — — — —
;REFRIG.9 RANGE
15BC SPACE 15BLC L
W153D W3018 W1530
DELUXE KITCHEN OPTION
SCALE: 1/8' - l'-O
(OPTIONAL ITEM — APPLICABLE ONLY IF PURCHASED)
0
ELECTRICAL
0
I E-=: L_ = C-_ _F F:m� I C-_ L_ !E13 --T� [`�A EE3 (=) L_ L_ E= <--:D E= r---J I=) I
SYMBOL
DESCRIPTION
120V DUPLEX RECEPTACLE
G.F.C.I.
120V GROUND FAULT CIRCUIT INTERRUPTER DUPLEX RECEPTACLE
W. P.
120V WEATHER PROOF DUPLEX RECEPTACLE
240V CIRCUIT
$
TOGGLE SWITCH
0 S.D.
SMOKE DETECTOR
P.C.
PULL CHAIN LIGHT SOCKET
LIGHT SOCKET
OUTSIDE LIGHT SOCKET
EXHAUST FAN
ELECTRICAL PACKAGE B - INSTALLED
LIGHT FIXTURES TO BE PROGRESS #4238-30 WHITE FINISH, METAL REFLECTOR,
FROSTED GLASS, 12" DIA., 2 BULB BASE, OR EQUAL FOR BEDROOMS AND LIVING
AREAS.
PROGRESS P3605-30 FOR WALK-IN CLOSETS AND UTILITY ROOMS; PROGRESS
P3408-11 FOR HALLWAYS AND BATHROOMS; AND PROGRESS P5818-30 FOR
EXTERIOR LOCATIONS. ALL ELECTRICAL MATERIALS AND DEVICES TO BE LI.L. LISTED.
THIS PACKAGE DOES NOT INCLUDE ELECTRICAL OPTION #1 BUT THIS OPTION MAY
BE PURCHASED SEPARATELY.
ELECTRICAL PACKAGE C - INSTALLED
CONSISTS OF AE30VE "ELECTRICAL PACKAGE B - INSTALLED", ELECTRICAL OPT10N #1;
ELECTRICAL OPTION #4; ELECTRICAL OPT10N #5 ONE EACH PER BATH; ELECTRICAL
OPTION #6 AND ELECTRICAL OPTION #8 ONE EACH PER BATH.
NOTE FOR ELECTRICAL SUBCONTRACTORS: ELECTRICAL SUBCONTRACTORS MUST PROVIDE
MATERIALS AND INSTALLA11ON WHICH WILL COMPLY WITH LOCAL CODE REQUIREMENTS.
IMPORTANT
THE ELECTRICAL METER BASE WLL BE INSTALLED AS INSTRUCTED BY THE POWER COMPANY
OR AT THE CLOSEST POINT ON THE HOUSE TO THE POWER SOURCE (EXCEPT ON THE FRONT).
THE ELECTRICAL PANEL WILL BE INSTALLED AT THE CLOSEST POINT TO THE METER BASE
'OTHER THAN IN THE LIVING ROOM).
REQUEST FOR ELECTRICAL SERVICE FROM ELECTRIC U11LITY COMPANY IS THE RESPONSIBILITY
OF THE CUSTOMER.
- /00,
AU
SERVIC
DIAGRAM
GRADE VARIES
NO SCALE
ELECTRICAL P
(OPTIONAL ITEM - APPLICABLE ONLY IF PURCHASED)
2" V.T.R.
I
PLAN -- -
SCALE: 1/8" - 1
PLUMBING ISOMETRIC
NOTE: CLEANOUTS AS REQUIRED. NOSCALE
LAV.