HomeMy WebLinkAbout0674.01 Building Plans0
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15310 R-v'ER NRG1 I P.D. WESTF1Et-O IN 46074
(31 7) (507-0880
I-I5GLA "ER,
THESE DRAWING5 ILLUSTRATE DF�'N C,ONGEoTS ONLY.
PROFE500tW15 GONSTRUGTING THIS DESkSN ARZn
RESPONSIBLE FOR CODE COM -LANCE, STRUCTUR4..,
-MEGfANICAL, AND ELECTRICAL DESAGN AND MA"f:RAL
SPECIFICATIONS. RFPRODJC-nON OF THESE D.'A.WING5
IS LMMO TO THE PURGI-05ER USING THEM FOR
CONSTRUCTION PURPOSFS.
RELEASSED
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06-01-01
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SI—IEET NO.
COPYRIGHT- SCHNEIDER DESIGNS INC. 2001
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RIGHT ELEVATION
SCALE: 1/8' =1'-0"
GLC.
J
SECOND €
FLOOR `
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FIRST '
FLOOR_m
F
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BASEMENT — v — _ — _ -
LEFT ELEVATION
SCALE. 1/8°=1'-0"
GLS.
— - — - — - T
SECOND
FLOOR V mm y
FIRST
FLOOR
BASEMENT
FRONT ELEVATION
SCALE: 1/8'= l' -O`
REAR ELEVATION
SCALE: 1/8' =1'-Q'
GLC
SECOND FLOOR
FIRST FLOOR
BASEMENT
GLC.
SECOND
FLOOR
FIRST
i
FLOOR
G
BASEMENT
COPYRIGHT: SCHNEIDER DESIGNS INC, 2001
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FOUNDATION BASEMENT PLAN
COPYRIGHT: SCHNEIDER DESIGNS INC, 200'
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fNEIDER DESIGNS INC. 200'
ffer"Waaiaia
*-elm
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1.5910 RN/ER BIR; H RD. WESTFS-0 IN 490-14-
(317)
90-14(317) 867-0880
V ISCLAIMER-
1-HE5E L)RA\MNG-5 ILLU57-,AI'P D 51GN CONCEP .5 ONLY.
PROFESSIONALS CONSTRUcnNG TMS DESISN ARE
RESPONSIBLE FOR COVE COt" 1PL1aNGE, SlAUCTURAL,
MEGHANCAL, AND ELECTRICAL DESIGN AND MAT=RAL
SPE0F1CA11ONS. REPRODJCTION OF THESE D: A\VN05
i5 LIMITED TO THE ?URCHASER USINS ?HEM FOR
CONS'P.UCTION PURPOSE=S.
PROJE T32.99-3092
DA t 05-18-01
~�sloNs a�-ol-ol
4-0FFO
♦Y
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iEGOND FLOOR PLAN
COPYRIGHT: SCHNEIDER DESIGNS INC, 200.
1
15810 RVER BIRCH PD. WESTRELD IN 4ZC)—/4
(317) 807-0880
DI5GLA .'lER
THESE DRAWINGS IU -US -MAI -E DESIGN GONGE?T5 ONLY.
PR0FE9SI0N,AL5 GON5TRUG7NG THIS DESIGN ARE
RE5P0N5iBL FOR CODE COM?UANCE, 5'112UC-URA..,
MEGHANICAL, AND EUECMCAL DESIGN AND MAT=RiAL
SPEGIFIGATIONS. REPRODUCTION OF THESE D -AWNGS
IS UMrED TO THE. PURCHASER 1)51NG -HEM FOR
GON57FdJG WN PURPOSES.
PROJECT 3299-3092
- ----------- - ------------ ------------- --------- ------------------
-------------------------
DA'Tt 05-18-01
R;=VISIONS O�"O1"�1
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5 OF (o
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9 1/4"
03/ " 101/
3/4" FIN.
WD. RISS
R-38 INSULA
112" DRYWAtC
2-2X10H .
WINDOW UNff---
2 X 4 WD. STUDS
@ 16" O.C. CANT4"
1 1/16" X 10 1/4" R-13 INSULATI
FIN. WD. TREAD
2 X 4 FRAMING
@ 16" o.s,,,�
N 3/4" PLYWOOD
SUB-FL00
2 STRINGER p
IN. WIDTH
2X 10 F..
STAIR TREAD DETAIL 1/2" DRYW /
1 Ili—, 11 = 11 _ O11 2-2X10H
WINDOW UM:F -
"R" VALUES W/ SIDING
OUTSIDE AIR FILM
I . ALL VENTS � STACKS TO BAGK SIDE OF RIDGE.
2 X 4 WD. STUDS
2. ALL RAFTERS ARE SIZED BY BUILDER
1.05
3. ALL HIP, VALLEY $ RIDGE BOARDS ARE
ROOFPLANSIZED
BY BUILDER.
SECOND FLOOR
4. ALL ROOF PITGHES ARE 12/12 U.O.N-
SCALE: 1/4" -1'-0"
TOTAL LIMING
V2" DRYWALL
5. PROVIDE 2 X 6 OUTRIGGERS @ 16" O.G.
BASEMENT:
AT ALLL GABLE5 AND RAKES.
0.69
6. ALL OVERHANGS ARE 12" PLUS BRICK VENEER.
TOTAL
7. PROVIDE BRACING, KNEE WALLS COLLAR TIES
UNFINISHED
AS REQUIRED.
8. ROOF VENTS AS PER BUILDER'S SPEC.
9 1/4"
03/ " 101/
3/4" FIN.
WD. RISS
R-38 INSULA
112" DRYWAtC
2-2X10H .
WINDOW UNff---
2 X 4 WD. STUDS
@ 16" O.C. CANT4"
1 1/16" X 10 1/4" R-13 INSULATI
FIN. WD. TREAD
2 X 4 FRAMING
@ 16" o.s,,,�
N 3/4" PLYWOOD
SUB-FL00
2 STRINGER p
IN. WIDTH
2X 10 F..
STAIR TREAD DETAIL 1/2" DRYW /
1 Ili—, 11 = 11 _ O11 2-2X10H
WINDOW UM:F -
"R" VALUES W/ SIDING
OUTSIDE AIR FILM
0.17
2 X 4 WD. STUDS
5/4" WOOD SIDING:
1.05
@ 16" 0.
R -BOARD 0HEA1HIN0
4.60
SECOND FLOOR
BATT INSULATION
13.00
TOTAL LIMING
V2" DRYWALL
0.48
BASEMENT:
INSIDE AIR FILM
0.69
R-13 INSULATI
TOTAL
19.90
UNFINISHED
723
3/4" PLYWOOD
1744
SUB-FLOOfZ
"R" VALUES
W/ BRICK
OUTSIDE AIR FILM
0.17
DRICK
0.73
3/4" AIR SPACE
1.01
R-DOARD SHEATHING
4.60
2 X 10 F.J.
GATT INSULATION
Moo
@ 16" O.C.
V2" DRYWALL
0.48
INSIDE AIR FILM
0.66
TOTAL
20.64
112" DIA. X 12" A
AREA TABULATION
GARAGE 798
FP-ONT PORCH 116
REAR POPGH 61
BOLTS @ 48" 0.&
8" CONC. WAH
2 X 4 CONTINU
KEYWAY
4" CONC. SLAB
ON GRAN. FILL
8" X 16" CONC. FOOTING
WALL SE
SHINGLES AS SPEC.
7/16 CDX PLYWOOD DECKING
2 X 6 RAFTERS @ 16" O.C.
2 X 6 CEILING JOISTS
@ 16" O.C.
BAFFLE @ 2"
CLG. PL
CONT. METAL GUTTER
1 X 8 FASCIA
2 X 6 SUB -FASCIA
3/8" PLYWOOD SOFFIT
co
CONT. SOFFIT VENT
co 1 X 4 FRIEZE
co
iU
r-
rn
zo
SIDING AS SPEC.
SECOND FLOOR
2 X 10 F.J.
SOLDIER COURSE
112" BITUMINOUS SHEATHING
BRICK SILL
FIRST FLOOR
2 X 10 F.J.
@ 16" O.C.
GRADE
MOISTURE BARRIER
BASEMENT
--�••�— 4" INNER & OUTER
PERIMETER DRAINS
W/ GRAVEL BACKFILL
CTION
i
15810 RYER BIRCH RD. WESTFIELD IN 46074
(?17) 807-0880
DSCLA - ER•
THESE DRAWINGS IU_USTRA.TE DSIGN CO14CE.7TS ONLY.
! O(-E.5.510NA1 S CON5TTZLCMN& THLS DESIGN AFS
RESPONSIBLE FOR 00DE GOM?MANGE, S?RUC I -;RA•,
MECHANIDAL, AND ELECTOCAL. DESIGN AND MAT=RAI_
SPECSCA710N5. REPRODU0110N OF TiESE DF.AWNGS
15 UMfI-ED TO 7144 11URGNA5ER USING THEM FOR
CONSTRUCTION PUP.�;105FS.
PROSECT 3299-3092
`:DATE 05-18--01
REMSIONS 00-01-01
_..-----------------------------------------------------------------------------------------
5HEETNO.
G OF G
,
,
,
5QUARE FEET
OP -055
NET
FIRST FLOOR
1915
1772
SECOND FLOOR
1575
1511
TOTAL LIMING
3490
3283
BASEMENT:
FINISHED
1021
UNFINISHED
723
TOTAL
1744
GARAGE 798
FP-ONT PORCH 116
REAR POPGH 61
BOLTS @ 48" 0.&
8" CONC. WAH
2 X 4 CONTINU
KEYWAY
4" CONC. SLAB
ON GRAN. FILL
8" X 16" CONC. FOOTING
WALL SE
SHINGLES AS SPEC.
7/16 CDX PLYWOOD DECKING
2 X 6 RAFTERS @ 16" O.C.
2 X 6 CEILING JOISTS
@ 16" O.C.
BAFFLE @ 2"
CLG. PL
CONT. METAL GUTTER
1 X 8 FASCIA
2 X 6 SUB -FASCIA
3/8" PLYWOOD SOFFIT
co
CONT. SOFFIT VENT
co 1 X 4 FRIEZE
co
iU
r-
rn
zo
SIDING AS SPEC.
SECOND FLOOR
2 X 10 F.J.
SOLDIER COURSE
112" BITUMINOUS SHEATHING
BRICK SILL
FIRST FLOOR
2 X 10 F.J.
@ 16" O.C.
GRADE
MOISTURE BARRIER
BASEMENT
--�••�— 4" INNER & OUTER
PERIMETER DRAINS
W/ GRAVEL BACKFILL
CTION
i
15810 RYER BIRCH RD. WESTFIELD IN 46074
(?17) 807-0880
DSCLA - ER•
THESE DRAWINGS IU_USTRA.TE DSIGN CO14CE.7TS ONLY.
! O(-E.5.510NA1 S CON5TTZLCMN& THLS DESIGN AFS
RESPONSIBLE FOR 00DE GOM?MANGE, S?RUC I -;RA•,
MECHANIDAL, AND ELECTOCAL. DESIGN AND MAT=RAI_
SPECSCA710N5. REPRODU0110N OF TiESE DF.AWNGS
15 UMfI-ED TO 7144 11URGNA5ER USING THEM FOR
CONSTRUCTION PUP.�;105FS.
PROSECT 3299-3092
`:DATE 05-18--01
REMSIONS 00-01-01
_..-----------------------------------------------------------------------------------------
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G OF G
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