Main Street 1187 JIM WALTER HOMES, INC.
CUSTOMER'S NAME
LAST FIRST MIDDLE WIFE'S FIRST
JOB LOCATION .........
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BRANCH NAME
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DIRECTIONS TO JOB SITE BE SPECIFIC 1
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GENERAL INFORMATION:
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i PROPERTY INSPECTED BY:
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4- Al i J I ESTIMATED VALUE OF PROPERTY:
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W SURVEY REQUIRED YES a NO
WRITE IN ALL CHANGES, MODIFICATIONS, OR REVISIONS NOT DRAWN IN ABOVE.
NOTES TO SUB CONTRACTORS:
BASIC HOME CONTRACTOR—
COLOR OF: HORIZONTAL SIDING VERTICAL SIDING
PAINT SCHEDULE
TRIM SHUTTERS FACIAS OTHER OTHERS—
ROOF COLOR:
PLOT PLAN: No change, modification or revision of these printed plans sholl
be binding on the parties unless set forth above or otherwise
reduced to writing and executed by said parties.
SIGNATURE
Buyer (Owner)
was Sub-Contractor
on the -job from
V
19—to 19_. There (were)
Buyer (Owner) (were not) injuries sustained on th by my employees, or.
DATE myself. The name and address of all persons employed on this
Seller (Builder) job ore as follows.
NAME ADDRESS CITY & STATE
ANY MATERIALS (LUMBER, OR OTHER
BUILDING SUPPLIES) DELIVERED TO JOB—
SITE WHICH ARE IN EXCESS OF THOSE
REQUIRED TO CONSTRUCT HOUSE AS
T_
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AGREED REMAIN THE PROPJERTY OF
JIM WALTER HOMES, INC.
JW 805A-176
Sub-Contractor
COLUMBIA — DOOR SCHEDULE
RQUGH0_pE7[_f4T___
14"X24" PRESCReENEO SYMBOL DESCRIPTION HEIGHT I Wl0rH
METAL. GABLE V E N T _6t__it ?
�7_7 12 B 2YX -6 COMBINATION 10'12" 103,4"
4 C 2!-6"X 64' INTERIOR FLUSH G�10�2" 8 7'
7 7=i:l 7:_.— 7s
-------- D 2-0 X64' INTERiOR FLUSH*
E 1'-6"X d-8" INTERIOR FLUSH 6�101 IL 6 7/9
H .2 1_0"Xro' 8" BY-PASS k 6!-10 I/j 4'-17/9
1 _�3-2-
F. i 3'_O"X6'_8"COLONIAL 6-10 Ili
10
Y S-O"X-6'-10"0 P E N I N G
UJI
VY I N D 0 W SCHEDULE
07 ROU H
_j -- I
SYMBOL I .- P NIN
1��l T ghp�$
2830 SINGLE 37 33
?_630 MUDL 37��_ 65 Va
2640 SINGLE 49" 33'
2840 MULL 49T-_ 65)/a
9 LT PICTURE T=' 63�
F R 0 N T ELEVATION RIGHT SIDE ELEVATION I S,HUNG PICTURE 1.49" 1 74
4 8'-0"
7,-10 5"-- 1 S,-0"
Z�.I.-T
3�O"-F 5-1"—, 9., 2-S� 5'-8'-- 5-2"— 4 0'-0'
0 NOT cowt�l' DIMEWPONS FOR CENTERING 2'X6" BARGE RAFTER 0 S
Z'X6' RAFTERS 4 24 O.C.
E $1 X 193 V) .. —— . .-"_\
WiWDOW. (YVER SIWK WILL- Be DETE�MINED BY x 61 FASCIA
GTH OF KITCH IN E CABINET w w C.)
w
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4-4"—:f- 01— L,Ct WALL BELOA
i6"X4' FRIEZE BLOCKING VE
4 8-0* RAFTER P L A�U
F L 0 0 R P L A N
SHEATHING
2!'X 6" RAFTERS 211X 61' RIDGE
4" NAILER 2'X 8" FLOOR JOISTS AT I ro"O.C, AT 24" O,C. BOARD
cl. TO
-a 6ar
a. BLOCI��
a,.x 16.1 p iERS
'S A s
iff I"X6" BRACE AT 4'-O",O.C.
2!'X4" PURLIN CONT.
UNDER RAFTERS
C? A_ 0 2"X4"13RACING
AT 4'-0" O.C.
2' X So' CEILING
JOISTS AT
4 O.C,
24
c
0
2-2"X 4" PL AT E
MIL.- j 1 BEARING WALL—a-
4 14
'TYPICAL ROOF BRACING DETAI L
2"XB" BOXING BAND 2"X6" PORCH JOISTS 2"X Bit 3 im0" L dd-o"
_7T ?"X6" BRIDGING 2"X 6"B 0 X I N G BAND— cr -1.
R�:_ SILLS qqiLo" I
IWO F 0 U N D AT I 9N L 4L�
COL.
33'-0" 5 0 IOLO"
NOTE : ENGINEERED ROOF TRUSSES SPACED
4 3'-0" 0::2 cl fj C) 'OC, MAY 13E SUBSTITUTED IN LIEU
PIF li I
FLOOR FRAMING PLAN C,�J� Qv 6 OF 2 X 6" RAFTERS AND CEILING JOISTS.
UIL_Ql�q i
13 ASPHALT SHINGLES OVER 15 LB. FEL
ZX6" CEILING JOISTS AT ?4" O.C,-
2"X6" RAFTERS AT 24" O.C.—
SHEATHING
?--2"X4" PLATE
GALV. METAL-
EAVES DRf
2!o'XIB" CEILING
JOISTS AT 24"O.C.1
4 0' 2 7
FRIEZE BOARD WITH
VENTS AS SHOWN
I�TURN CEILING JOISTS FLAT X 4' a 2,x 6" BEAM #I 3-2"i��ITH BEAM #2 to
OVER PARTITION wALLS To STRONGBACKS 1 6 to FASCI
e,x I\
ACT AS DEADWOOD 2" LEDGER 1-2X8 WITH
EACH SIDE 2X2 LEDGER U4 606BLE HEADERS
1 2�0'
CEILING BEAM OVER WINDOWS a
D09R� AS REQUIRED
UETAI L
HARDBOARD NOTE ,.\ CRIPPLE STUD
0-
ZI 1 10 SIDING OVER - , Z
- \ \ ["X4" LET
15 LB. FELT IN AT ALL
x' co
CORN z
LOPE STUD$
0 _0 NOT 2oo X 411
io uw S LFOLPOEO R (16",O.C, ',EXTERIOR WALLS) -
uj 0
JOISTS DOWN (24O.C. INTERIOR WALLS)
I" TOWARDS
2!'X 6" BRIDGING 2"X Bit FLOOR ,, FRONT OF _0
cli JOISTS AT 16 O.C. HOUSE. (SEE -1
2',<4" NAILER FLOOR FRAM- CD
w ING PLAN)
0 X 411 WINDO\W SILL
A_L L
L2 it
it I SUBFLOOR (OPTIO�AQ
0
w 2"X4" PLATE- FINISHED F-000\ LlkNE
CEILING BEAM
Z'XS" CEILING JOISTS (SEE
19 24" O.C. DETAIL) 2'X8" BOXING
2"X8" BOXING BAND
4-10, 14'-8'— BAND
2-L",X 8
4 B'-0"— SILLS 2-2"X Bit(414 X 811) 2-2"X So'(4"X Bit)
SILLS SILL
2'X 4" S PAC,E R 2!'XB" FLOOR
Q E I L I N G JOIST P L A N STARTER I
JOISTS AT 16' O.C.
z. STARTER STRIP STRIP
2"X Bit JOIST
8 X 16"X Bit 8"X 16!'X So' 16"XI66"X4" BASES
BLOCK PIERS BLOCK
T
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24
"IN
,�AFTER
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TY
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v 16"X 16"X 4" PIERS
jo CONCRETE BASES
TYPICAL SECTION FOR
SILL AND FLOOR JOIST DETAIL NOMINAL Y—O" CEILING
JW 805A-11.76 MO