HomeMy WebLinkAbout0622.97.2FINi5H FLOOR
ON 3/4" T4G
2xI0 FLOOR JOIST * I(V O.C.
Z- 2Xt2
CONTINUOUS RIDGE VENT
architectural
ASPHALT _5HIW_iLE5 UJ/ •15 BUILDING PAPER
PROVIDE 5/01, TYPE "x` FIRERATED
BOARD AT ALL COMMON
ROOF 5HEATHIW-3 LU/ SPACERS
2XI0 FLOOR JOIST Irp" O.C.
BE 5uTTEC: TOGETHER O✓ER, THE CENTER
W/ 2x4 UA:). STUDS 0 16" O.C.
-ENG WD. TRU55E5 � 24" O.G.
5H-:LL E�1E'Fk-F`ERLT_ F-I - ul-15EC:' LEvELEC), AND 5RACED
CONFIGURATION BY TRUSS MANUFACTURER
WALLS AND 50'70T -1 OF DECK ABOVE
K
!T,
SHALL. BE u5ED TO INSURE THE RIGIDITI OF THE
5EAMLE55 ALUMINUM GUTTER
O
W DOWN SPOUTS ON Ixrp FASCIA
IN5ULATION AS REQUIRED
S. 5RiDC2IW_2; MAXIMUM 5F`04r_IW_2 BRIDGING SHALL
DESIGN 5PECIFICATION5 FOR STRESS GRADE LUMBER
XI ,j
3 1/2" (R-11) BATT INSULATION UJ/ V.B.
BRIDGING OF J015T DIMENSION, 50LID BRIDGING MUST
JGI TS AND ALL OTHER;
O
DOU6_A5 FIR L,41IRGH OR " ELL- FINE
6" POURED CONC. WALL
Fc 1-45 ezl
Z WALL 4 PARTITION FR_','11NG: UNLE55 OTHEF-dUl:e)E
9
t*4c,%iN, SPACE 5TUD5 % O.0 DOUBLE 5TUD5 AT
V
N
LE&v THAN 3 FULL W_^LL5 AND BEARING
SILL FL"TE� jF,"CE
ip
2" r_,',)NT. vENTEI.',' SOFFIT
—7—
WE -"THER 5I,4_^LL BE WOLr-lANiZED PRESSURE TREATED.
ANCHORED WITH BOLT5 OR METAL STRAPS.
4 ROOF TRu66 DESIGN, SPECIFICATION. AND ERECTION
`T
EXTERIOR CORNERS
A
LU
LU I
L
5. MICRO-LAM BEAM STRUCTURAL PROPERTIES,
R15% RN
-
W,
Fb - 2600 Pell
12. PROVIDE HAILERS, NAILING STRIPS, AND GROUNDS
Fr , • 2*100 p&i
PRC *. IDE FREEZE 50AFRO
E '.1,000.000 pet
al
& Dj "60NAL BRACING "T 'LL EXTERIOR
Ia. -015T HANGERS W ALL FLUSH BEAMS SHALL BE MIN.
AS REQ. SEE ELEVATIONS
lib 6�_LV. STEEL. -%C PRCPERLY 61ZED TO ACCEPT
W
E•.= .RRIER ON 4' PE-; GRAVEL 15FL,
4' -O"
4"0 GRAIN TILE 5ET IN I-.•
4"
PEA GRAvEL BED
N.
12" TRUSS OVERHANG
MIN 2" BED-4" COVER
01
0 L I VING.
3,142'
_0!
ry RAKE OvERH ANGI
C4
2 -CAR GARAGE
Uj
BRICK W1 I" AIRSPACE
9;
1/2" EXTERIOR SHEATHING
LU/ 2x4 WD. STUDS 0 Up" O.C.
3 11'2" (R-11) BATT INSULATION W1 V-5
1/2" DRYWALL
O
FINi5H FLOOR
ON 3/4" T4G
2xI0 FLOOR JOIST * I(V O.C.
Z- 2Xt2
to
-34 — 3D
ATRIUM
k:
_j
A
REF.
wl v
(q)
ul
(j); E AT ING All 13 3
61 00
K I T G H E N'6`1 ul W I--
Uj
5
A
FAMILY RM,
_T
_j
X
7' -6 1/2 51 _,a,
OUT LINE OF ROOM ABOVE 4
10
A
DINING
0 _22 PD
O 4 R,
A-
AN
BEARING WAL,
BEARING LU,44L;
ANT R'
BRICK UP I" AIRSPACE
1/2" EXTERIOR SHEATHING
51-1 1/2 1/211
architectural
--GYPSUM
PROVIDE 5/01, TYPE "x` FIRERATED
BOARD AT ALL COMMON
SPLASH BLOCK
2XI0 FLOOR JOIST Irp" O.C.
BE 5uTTEC: TOGETHER O✓ER, THE CENTER
W/ 2x4 UA:). STUDS 0 16" O.C.
3 1/2
5H-:LL E�1E'Fk-F`ERLT_ F-I - ul-15EC:' LEvELEC), AND 5RACED
J015T5 MAY BE L"PFEC, .;ND NAILED TOGETHER.
WALLS AND 50'70T -1 OF DECK ABOVE
K
!T,
SHALL. BE u5ED TO INSURE THE RIGIDITI OF THE
1
.%
O
PARALLEL PARTITION.
2 Ffw�NING LUMBER 5HALL CONFORM WITH NATIONAL
S. 5RiDC2IW_2; MAXIMUM 5F`04r_IW_2 BRIDGING SHALL
DESIGN 5PECIFICATION5 FOR STRESS GRADE LUMBER
BE CRO555RIDGIW_z USING IX3 INCH BOARDS OR SOLID
3 1/2" (R-11) BATT INSULATION UJ/ V.B.
BRIDGING OF J015T DIMENSION, 50LID BRIDGING MUST
JGI TS AND ALL OTHER;
O
DOU6_A5 FIR L,41IRGH OR " ELL- FINE
6" POURED CONC. WALL
Fc 1-45 ezl
Z WALL 4 PARTITION FR_','11NG: UNLE55 OTHEF-dUl:e)E
9
t*4c,%iN, SPACE 5TUD5 % O.0 DOUBLE 5TUD5 AT
V
N
LE&v THAN 3 FULL W_^LL5 AND BEARING
SILL FL"TE� jF,"CE
ip
r-lEr-`IBERS E -,eP05ED TO
—7—
WE -"THER 5I,4_^LL BE WOLr-lANiZED PRESSURE TREATED.
ANCHORED WITH BOLT5 OR METAL STRAPS.
4 ROOF TRu66 DESIGN, SPECIFICATION. AND ERECTION
`T
i
A
LU
LU I
L
5. MICRO-LAM BEAM STRUCTURAL PROPERTIES,
to
-34 — 3D
ATRIUM
k:
_j
A
REF.
wl v
(q)
ul
(j); E AT ING All 13 3
61 00
K I T G H E N'6`1 ul W I--
Uj
5
A
FAMILY RM,
_T
_j
X
7' -6 1/2 51 _,a,
OUT LINE OF ROOM ABOVE 4
10
A
DINING
0 _22 PD
O 4 R,
A-
AN
BEARING WAL,
BEARING LU,44L;
ANT R'
BRICK UP I" AIRSPACE
1/2" EXTERIOR SHEATHING
51-1 1/2 1/211
architectural
--GYPSUM
PROVIDE 5/01, TYPE "x` FIRERATED
BOARD AT ALL COMMON
SPLASH BLOCK
2XI0 FLOOR JOIST Irp" O.C.
BE 5uTTEC: TOGETHER O✓ER, THE CENTER
W/ 2x4 UA:). STUDS 0 16" O.C.
3 1/2
5H-:LL E�1E'Fk-F`ERLT_ F-I - ul-15EC:' LEvELEC), AND 5RACED
J015T5 MAY BE L"PFEC, .;ND NAILED TOGETHER.
WALLS AND 50'70T -1 OF DECK ABOVE
Al
!T,
SHALL. BE u5ED TO INSURE THE RIGIDITI OF THE
8. FLOOR J015T5 SHALL BE DOUBLED UNDER EACH
O
PARALLEL PARTITION.
2 Ffw�NING LUMBER 5HALL CONFORM WITH NATIONAL
S. 5RiDC2IW_2; MAXIMUM 5F`04r_IW_2 BRIDGING SHALL
DESIGN 5PECIFICATION5 FOR STRESS GRADE LUMBER
BE CRO555RIDGIW_z USING IX3 INCH BOARDS OR SOLID
3 1/2" (R-11) BATT INSULATION UJ/ V.B.
BRIDGING OF J015T DIMENSION, 50LID BRIDGING MUST
JGI TS AND ALL OTHER;
O
DOU6_A5 FIR L,41IRGH OR " ELL- FINE
6" POURED CONC. WALL
Fc 1-45 ezl
Z WALL 4 PARTITION FR_','11NG: UNLE55 OTHEF-dUl:e)E
1/2' DRYWALL
t*4c,%iN, SPACE 5TUD5 % O.0 DOUBLE 5TUD5 AT
V
'B' DEEP CONC. WALL
LE&v THAN 3 FULL W_^LL5 AND BEARING
SILL FL"TE� jF,"CE
PARTITIONS -Int-l"LL H_, E F OI.ZLE TOP PLATES-
r-lEr-`IBERS E -,eP05ED TO
—7—
WE -"THER 5I,4_^LL BE WOLr-lANiZED PRESSURE TREATED.
ANCHORED WITH BOLT5 OR METAL STRAPS.
4 ROOF TRu66 DESIGN, SPECIFICATION. AND ERECTION
`T
i
A
LU
LU I
L
5. MICRO-LAM BEAM STRUCTURAL PROPERTIES,
R15% RN
-
W,
Fb - 2600 Pell
12. PROVIDE HAILERS, NAILING STRIPS, AND GROUNDS
Fr , • 2*100 p&i
()
=, 0
1�0 9,
FINISH FLOOR
HOSKINS
architectural
ON 3/.4" T4G j
rA
consultati'017
SPLASH BLOCK
2XI0 FLOOR JOIST Irp" O.C.
BE 5uTTEC: TOGETHER O✓ER, THE CENTER
FINISH GRADE TO VARY
BEARING, FRO /I[;;NCz 4RIE TIEC, TOGETHER, OR
5H-:LL E�1E'Fk-F`ERLT_ F-I - ul-15EC:' LEvELEC), AND 5RACED
J015T5 MAY BE L"PFEC, .;ND NAILED TOGETHER.
UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE
MINIMUM LAP, 4 INCHE5i '1,:Ax. OVERHANG, 12"
!T,
SHALL. BE u5ED TO INSURE THE RIGIDITI OF THE
8. FLOOR J015T5 SHALL BE DOUBLED UNDER EACH
O
PARALLEL PARTITION.
2 Ffw�NING LUMBER 5HALL CONFORM WITH NATIONAL
S. 5RiDC2IW_2; MAXIMUM 5F`04r_IW_2 BRIDGING SHALL
DESIGN 5PECIFICATION5 FOR STRESS GRADE LUMBER
BE CRO555RIDGIW_z USING IX3 INCH BOARDS OR SOLID
AND i'15 R45TENIW_25.
BRIDGING OF J015T DIMENSION, 50LID BRIDGING MUST
JGI TS AND ALL OTHER;
O
DOU6_A5 FIR L,41IRGH OR " ELL- FINE
6" POURED CONC. WALL
Fc 1-45 ezl
Z WALL 4 PARTITION FR_','11NG: UNLE55 OTHEF-dUl:e)E
Lu/ WATERPROOFING
t*4c,%iN, SPACE 5TUD5 % O.0 DOUBLE 5TUD5 AT
E Z:,
'B' DEEP CONC. WALL
LE&v THAN 3 FULL W_^LL5 AND BEARING
SILL FL"TE� jF,"CE
PARTITIONS -Int-l"LL H_, E F OI.ZLE TOP PLATES-
r-lEr-`IBERS E -,eP05ED TO
PLATES RE5TiW_3 ON M-:,50NR*l OF CONCRETE SHALL BE
WE -"THER 5I,4_^LL BE WOLr-lANiZED PRESSURE TREATED.
ANCHORED WITH BOLT5 OR METAL STRAPS.
4 ROOF TRu66 DESIGN, SPECIFICATION. AND ERECTION
fl. GLUE SUB -FLOOR 1,151N5 RECOMMENDED ADHESIVE,
PROCEDURE TO BE SUPPLIED BY THE TRU55 MF'R-
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGES, NAIL W1 100 NAILS • 12" O.C.
5. MICRO-LAM BEAM STRUCTURAL PROPERTIES,
Fb - 2600 Pell
12. PROVIDE HAILERS, NAILING STRIPS, AND GROUNDS
Fr , • 2*100 p&i
AS NECESSARY AND R"sIDLY SECURE IN PLACE FOR
E '.1,000.000 pet
al
& Dj "60NAL BRACING "T 'LL EXTERIOR
Ia. -015T HANGERS W ALL FLUSH BEAMS SHALL BE MIN.
4 CONC SLAB LL, o 1-11L f=GLYETHELENE
lib 6�_LV. STEEL. -%C PRCPERLY 61ZED TO ACCEPT
E•.= .RRIER ON 4' PE-; GRAVEL 15FL,
4' -O"
4"0 GRAIN TILE 5ET IN I-.•
4"
PEA GRAvEL BED
N.
MIN 2" BED-4" COVER
01
0 L I VING.
3,142'
_0!
0061!@n Load*: 16"x8" CONT. CONC. SPREAD FTC.
LU/ (2)-05 RE-15AR5 CONTINUOUSLY
FLOOR 40 fz5F LIVE LOAD
10 P51F DEAD LOAD TYf=. BfRICI< 5ECTION
ROOF 50 F:5f-- LIVE LOAD 5C-ALE
10 F`5F LEAD LOAD
HOSKINS
architectural
direction &
consultati'017
:-I`,,D BEARING F,"RTlTi0N5.
1337 Locust Street
Middletown, IN 47356
BE 5uTTEC: TOGETHER O✓ER, THE CENTER
FR. 1ti:i 7_HII`4f.� _'NE, "�L MEI`�!E�ER��
BEARING, FRO /I[;;NCz 4RIE TIEC, TOGETHER, OR
5H-:LL E�1E'Fk-F`ERLT_ F-I - ul-15EC:' LEvELEC), AND 5RACED
J015T5 MAY BE L"PFEC, .;ND NAILED TOGETHER.
UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE
MINIMUM LAP, 4 INCHE5i '1,:Ax. OVERHANG, 12"
,4 SUFFiClEr-4T NUMBER OF NAIL5 5CREW5 AND BOLTS
SHALL. BE u5ED TO INSURE THE RIGIDITI OF THE
8. FLOOR J015T5 SHALL BE DOUBLED UNDER EACH
CONSTRUCTION.
PARALLEL PARTITION.
2 Ffw�NING LUMBER 5HALL CONFORM WITH NATIONAL
S. 5RiDC2IW_2; MAXIMUM 5F`04r_IW_2 BRIDGING SHALL
DESIGN 5PECIFICATION5 FOR STRESS GRADE LUMBER
BE CRO555RIDGIW_z USING IX3 INCH BOARDS OR SOLID
AND i'15 R45TENIW_25.
BRIDGING OF J015T DIMENSION, 50LID BRIDGING MUST
JGI TS AND ALL OTHER;
BE SET IN AN OFFSET F45HION.
DOU6_A5 FIR L,41IRGH OR " ELL- FINE
Fc 1-45 ezl
Z WALL 4 PARTITION FR_','11NG: UNLE55 OTHEF-dUl:e)E
Fr_ :000 r
t*4c,%iN, SPACE 5TUD5 % O.0 DOUBLE 5TUD5 AT
E Z:,
,OPENINGS r_0N6TFKiJCT F"o. ,.7lTiON CORNERS WITH NO
LE&v THAN 3 FULL W_^LL5 AND BEARING
SILL FL"TE� jF,"CE
PARTITIONS -Int-l"LL H_, E F OI.ZLE TOP PLATES-
r-lEr-`IBERS E -,eP05ED TO
PLATES RE5TiW_3 ON M-:,50NR*l OF CONCRETE SHALL BE
WE -"THER 5I,4_^LL BE WOLr-lANiZED PRESSURE TREATED.
ANCHORED WITH BOLT5 OR METAL STRAPS.
4 ROOF TRu66 DESIGN, SPECIFICATION. AND ERECTION
fl. GLUE SUB -FLOOR 1,151N5 RECOMMENDED ADHESIVE,
PROCEDURE TO BE SUPPLIED BY THE TRU55 MF'R-
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGES, NAIL W1 100 NAILS • 12" O.C.
5. MICRO-LAM BEAM STRUCTURAL PROPERTIES,
Fb - 2600 Pell
12. PROVIDE HAILERS, NAILING STRIPS, AND GROUNDS
Fr , • 2*100 p&i
AS NECESSARY AND R"sIDLY SECURE IN PLACE FOR
E '.1,000.000 pet
ATTACHMENT OF T7�IM, FINISH, AND OTHER WORK
& Dj "60NAL BRACING "T 'LL EXTERIOR
Ia. -015T HANGERS W ALL FLUSH BEAMS SHALL BE MIN.
0 I .x E k
lib 6�_LV. STEEL. -%C PRCPERLY 61ZED TO ACCEPT
jOIE>T5.
4' -O"
i A e 14
c4l 4 -
I.T
s.T, 50 1
3 1/2" x lb 1/2" F4RALAM 1/2" x t 1/2" PARAL�
5 -0" f 5,-0"
CONC. PORCH
4' -4 1/2
8' -4 1/2 4'-4" O.N. 8' _0" 'K I D.N. DOOR
MA N LEVEL FLOOR FLAN.
0 2 4 a, 16900 MAIN LEVEL FOOTAGE
523* GARAGE CcZEA
lb' CEILII-.G 143"r. (UN.O.)
f�ffy 1 7
I
!it
Ii
J E F F
HOSKINS
architectural
direction &
consultati'017
Custom Residential
Planners & Designers
1337 Locust Street
Middletown, IN 47356
06 W
@ 1996 >
All RIQKO Rebervacs
91181! not t749 cop!6cl
or approPrIatod
;1 (Y
1
0 Uj Uj
A
DRAU-4 sy,
CHECKED SY-131,'ji,z
DRAWN
iL::�AT'7!
_4
0.
OUT LINE OF ROOM ABOVE
4-
'-4 1/2"
4' -O"
4"
N.
01
0 L I VING.
3,142'
_0!
C4
2 -CAR GARAGE
0
Lk
i A e 14
c4l 4 -
I.T
s.T, 50 1
3 1/2" x lb 1/2" F4RALAM 1/2" x t 1/2" PARAL�
5 -0" f 5,-0"
CONC. PORCH
4' -4 1/2
8' -4 1/2 4'-4" O.N. 8' _0" 'K I D.N. DOOR
MA N LEVEL FLOOR FLAN.
0 2 4 a, 16900 MAIN LEVEL FOOTAGE
523* GARAGE CcZEA
lb' CEILII-.G 143"r. (UN.O.)
f�ffy 1 7
I
!it
Ii
J E F F
HOSKINS
architectural
direction &
consultati'017
Custom Residential
Planners & Designers
1337 Locust Street
Middletown, IN 47356
(317) 354.2951
@ 1996 >
All RIQKO Rebervacs
91181! not t749 cop!6cl
or approPrIatod
DRAU-4 sy,
CHECKED SY-131,'ji,z
DRAWN
iL::�AT'7!
_4
0.
4,
J�t