2002-539 (2)TOP OF PLATE
i
00
PRE-ENGINEERED ROOF
TRUSSES ® 24" O.C.
DESIGNED PER N.Y.S. CO
2 X 6 LADDER FRAME
® RAKES (TYP.) —
1'-0" OVERHANGS (TYP)
2XVS016"OC.
2 X 4 CEILING JOISTS
AS COLLAR TIES, 16- O.C.
SUBFLOOR
TOP OF PLATE
40
I
00
4' X 4' P.TPOST
SUBFLOOR _(2) 2 X 10'S P.T. BEAM
�N
TOP OF FDN.
2 X 6'S P.T. ® 16" O.C.
I I
6 X 6 P.T. DECK I I
POST (TYP.) I
ON 12" DIAMETER -
SONOTLBE(TYP) I
I
n
TOP OF F001 NG
(2) 2 X 10'S
BEAMS
5/4" P.T.
DECKING -
8" THICK POURED
FOUNDATION WALL
R-19 FIBERGLASS
INSULATION W/CRAFT
PAPER VAPOR BARRIER
CONTINUOUS RIDGE VENT �%� CONTINUOUS RIDGE VENT
GROER TRUSS
2 X 12 RIDGE ._C-
FOYER
R-19 FIBERGLASS
INSULATION W/CRAFT
PAPER VAPOR BARRIER
3/4" O.S.B. SUBFLOOR
10'4/2"
2X10'S016"OC.
5,-8"
TO CENTER OF BEAM
2 X 4 STUDS 016"
O.C. W/R-11 FIBERGLASS
NSULATION, (PRESSURE
FIT) W/ FSX. FOIL PAPER OVER
& 1" AN SPACE BEHIND
10'-23/4"
12 PRE-ENGINEERED ROOF
2 X 10'S ® 16' OC. 7 TRUSSES ® 24" OC.
if ifIf I DESIGNED PER N.Y.S. CODE
NOTE:
ACTUAL WEB CONFIGURATION
/ TO BE DETERMINED BY TRUSS i \
/ MANUFACTURER \
R-30 FIBERGLASS INSULATION
W/CRAFT PAPER VAPOR BARRIER
24'-9"
HALLWAY
STAIRS:
13 RISERS ® 81 f 4"
12 TREADS ® 9
i
LINE OF
' 6'-4" MN.
HEADROOM BASEMENT ST
3 RISERS ® 7
12 TREADS
CLOSET
Z
w 7,-6„
z
R-19FBERGLASS
INSULATION W/CRAFT
2'-3" PAPER VAPOR BARRIER
DOUBLE 2 X 10'S ® 16" OZ.
FAMILY
ROOM
15'-4"
3/4" O.S.B. SUBFLOOR
2 X 10'S 0 16' O.C.
4" CONCRETE SLAB (3500 PSI)
W/ 4 ML POLY MOISTURE BARKER
FINISHED SMOOTH, OVER COMPACTED
GRAVEL OR CLEAN SAND FILL
SECTION A -A
36'-0"
R-19 FIBERGLASS
INSULATION W/CRAFT
PAPER VAPOR BARRIER
2X4STUDS 016"
O.C. W/R-11 FIBERGLASS -
INSULATION, (PRESSURE
FIT) W/ FSX. FOIL PAPER OVER
& 1" AR SPACE BEHIND
TOP OF PLATE
1'-0" OVERHANGS (TYP.)
I
00
SUBFLOOR
0
TOP OF PLATE
00 I
SUBFLOOR s _
TOP OF FDN.
8" THICK POURED
FOUNDATION WALL
8" X 16" CONCRETE FOOTING
(3000 PSI) WITH 2 - #4 BARS (TYP.)
OVER LtWTURBED SOL, FOOTING
TO BE MAINTAINED AT 4'-0" MN.
BELOW FINED GRADE
co
0
0
1
C)
I
2 X 6 LADDER FRAME
RAKES (TYP)
1'—O" OVERHANGS (TYP)
TOP OF PLATE
21—O»
I
SUBFLOOR
TOP OF PLATE 1,ko
TOP OF FDN_
TOP OF FOOTING
ui
NOTE:
ACTUAL WEB CONFIGURATION
TO BE DETERMINED BY TRUSS
MANUFACTURER.
CONTINUOUS RIDGE VENT
2_ x 12_ RIDGE 11
y1
�i I I
12
lop,
y I I
7
� � II
ii I I
110, , ' ' - GIRDER I I
' TRUSS I I
i II
11
10'-21/2" I
CONTINUOUS RIDGE VENT
12
9
or I I PRE—ENGINEERED ATTIC
R-30 FIBERGLASS INSULATION
W/CRAFT PAPER VAPOR BARRIER
OPTIONAL
BONUS ROOM
R-19 FIBERGLASS
INSULATION W/CRAFT
PAPER VAPOP gARRIER (TYP)
11-8
3/4" O.SB. SUBFLOOR
-R-30 FIBERGLASS INSULATION
W/CRAFT PAPER VAPOR BARRIER
3 CAR GARAGE
4" CONCRETE SLAB (4000 PSI)
FINISHED SMOOTH, REINFORCED
W/ 6 X 6 #10 X #10 W.W.M. OVER
COMPACTED GRAVEL OR CLEAN SAND FILL
z UNEXCAVATED EARTH
33'-0°
SECTION B-B
SCALE: 1/4 i)—op)
TRUSSES ® 24" O.C.
DESIGNED PER N.Y.S. CODE
(BEYOND THE PLANE
OF THIS SECTION)
2 X 8 RAFTERS 0 16" O.C.
OR 2 X 10 RAFTERS 0 16" O.C.
LADDER FRAMED BETWEEN GIRDER TRUSSES
10'-21/2"
2 X 8 FLOOR JOISTS
OR 2 X 10 FLOOR JOISTS
® 16" O.C. (LADDER FRAMED
BETWEEN GIRDER TRUSSES)
5/8" TYPE "X" GWB IN
ACCORDANCE WITH
N.Y.S. FIRECODE. —
8" THICK POURED
FOUNDATION WALL
SUBFLOOR
CD
1'40" TOP OF PLATE
0
I
TOP OF FDN.
C)
TOP OF FOOTING
8" X 16" CONCRETE FOOTING
(3000 PSI) WITH 2 — #4 BARS (TYP.)
OVER UNDISTURBED SOIL, FOOTING
TO BE MAINTAINED AT 4'-0" MIN.
BELOW FINISHED GRADE
12
7
12
7
TOP
—OF
__
SUBRLOD
r------
TOP OF PLATE
_
8LM3R-OOR
_____
TOPDFFDN
TOP OFFOOTING
12
5
.3UBRL}OR
--------
'TOP OF PLATE
7
M
12
8
| | | | | |
| | | | | |
| | | | | |
f -—————————————————————————————————————————————————
�
| | --———————————————————————————————————————-l————————-
| | |
| | |
| | |
TOP OF FOOTING
------- �— -1 -- --- ----- ---------------------------
_______________________________________________________|
RIGHT ELEVATION
| | | | | |
| | | | | |
| | | | | |
| | | | | |
| | | | —T
| | | | |
} | | | |
| | | | |
| | | | |
--Ti __ _____________________ _ | |
— -- ————— --------|---------
_______________________________________________________________|
LEFT ELEVATION
*
SCALE: 1 //L -- 1'-_O»
��n��. /y � — / v
-------
TOP OF
=
00
SLBFLOOR
TOP OF PLATE
=
00
SUBFlOOR _-_
TOP OF FDN.
TOP DFFOOTING
TOP OF PLATE
SUBFLOOR
3BFlOOR_�
TOP OFR]N.
�
+
�
TOP OFFOOTING
OF PLATE
�m
I
00
SUBFLOOR
IT -OP
_ OF PLATE_
v
0
I
TOP OF FDN.
0
I
TOP OF FOOTNG
TOP OF PLATE
I
00
12
5
SUBFLOOR
-- 12
TOP OF PLATE 5
I
00
. j SUBFLOOR
sN
TOP OF FDN.
12
7 L
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 I I
r-- �- -T' I r--------------------------1
II I I Ir--------------------------
I I I I I I
I I I I I I
I I I I I I
TOP OF FOOTNG I ______________ I I----------1----- I
r--- - - - - -- --------------------
-----------------------------------------------------------
---
FRONT ELEVATION -
SCALE: 1/4" = 1'-0"
I I I I I I
I I I I I I
I I I I I I
I I I
r------------------------ - - - -
-�
- - - - - - - - - - - - - - - - - - - - - - - - - - - -1 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
-------------------------------------------------------------
REAR ELEVATION -
SCALE: 1/4" = 1'-0"
TOP OF PLATE
I
00
SUBFLOOR _
12 0
15 TOP OF PLATE'
00
SUBFLOOR __
�N
TOP OF FDN.
0
I
i�
TOP OF FOOTNG
TOP OF PLATE
I
00
SUBFLOOR
0
TOP OF PLATE
TOP OF FDN
0
I
TOP OF FOOTING
58'-2"
35'-8„ A B 22'-611
7'-7V2" 8'-8V2" 13'-91/4" 5-63/4" _ _ I 22'-6"
F09
( 20
(3) 2 X 10'S HEADER
0 11-0
I
�N LIMIT OF
O FIRST FLOOR BELOW
"
MASTER Z BEDROOM #3
d
r _ %�� BATH ='
Lo
V
I
00
r "
I I 2 -4
I I 2,-6»
I I 51_4„ _
1 71-4n
L== _ WO _ OW p _
s
O O inI
�N NOOI � s I
O
Ln Lc) I %n Q ao
U J I
I
N NU
2' 1" 5'-9" N 4'-0"
0
r,
2'-4" 2 -6"
20'-1Y
210 �
rl
STAIRS:
13 RISERS 0 81 f 4 "
12 TREADS 0 9
\N MASTER o
(Q1E°'') 0 BEDROOM o o r
co �, z
W N W
�®a
N G
F211 _
�N I 16'-21i2" N
a' 4'4,2".lo 7'-6" 4'-8"
CV
I 201
i
COVERED
PORCH
BELOW
s
0
s
o
"co
-
I
4'-6" 6'-0"
16'-6"
�N
I
0
3'-11"
2'-
_ i 11 I
N
_ FOYER
OPEN TO
BELOW
PRE-ENGINEERED RO F
TRUSSES 0 24" O.C.
DESIGNED PER N.Y.S. COE
7,-1"
F03
14'-0"
---------------------
-6" 4'-6" 4'-0" 4'tO"
n
HALL
�N
OPENT
RAIL ;n
3'-0"
r r
: -6,
II II
III -- - - -- - - --�I II
I I
II o o II
I
w w II
(3) 2 X 10-S HEADER I a g I I I
11'-211/2" co v I I
x II
C411uJ
it
II
w o I 21'-81/2"
U �
�= U
r
W N W s
®a co
Nc I
a o
6'-6/Z"
7 -5Y2 7'-1' 7'-0"
LINE OF 8' 11/8" LINE OF 8'-11/8"
CITING H TT -17 FRAM D CEILING HEIGHT
OPTIO AL
BONUS OOM
I
N 2X10 NN jl
CLOSET 00 2 X 12 R W/ 00
7'-9" `V o�
3 -4 7'-1"
II
II
BEDROOM.�2------------ 205 ---- IJ
------------------------------
11-4r2r, I
_ GIRDER TRUSS y _
PRE-ENGINEERED ROOF
TRUSSES 0 24" D.C.
fESIGNED PER N.Y.S. COOL
2 2 X 10'S HEADER
II 20 II
I' - - - -- - - - - -
� I
LIMIT OF FIRST
O U
192'
N �
w
BEDROOM 4
LIVE OF 11/8w
®
cD w a
I L d
I
CEILING1011T
N
cV U)=
�
w
o >
o
� w
I -j C
i
o
d0vi
to
mz
N
%
8,-0,
w W
I
I
N®'- W�w
NOTE:cn0
ALL ROOM DIM NS ARE2-4�2
APPROXNATEL
�
DIMENSIONS SHBE
8'_41/2n n
`n
7'-0"
I
DETERMINED BY THE TRUSS
MANUFACTURER
I
, n
2-4
(�o
BATHa
BATH
`J
�
M
�
?n I
8'-1" u
cj
FLOOR BELOW
5-10" 1 5-10"
11'-8"
PROVIDE SOLD BLOCKING
BENEATH BEAM, MIN. (5)
STUDS, (TYP. BOTH ENDS)
SECOND FLOOR PLAN
SCALE: va. -,,a.
7r-0"
4'-0" I 1 4'-0"
22'-0"
0
FIRST FLOOR = 1,150.9 SQ. FT.
SECOND FLOOR = 1,187.5 SQ. FT.
OPTBONUS ROOM = 318.4 SQFT.
TOTAL = 2,656.8 SQ. FT.
7,_0"
'12N
N
I
00
0
I
0
iI
o
N
0
ip
I
Tn
0
I
s
O
to I
co
I
LIGHT & VENTILATION SCHEDULE
ROOM
SQ. Fr.
LIGHT
VENT.
EGRESS (SF.)
MIN. EGRESS OPENING
CODE
ACTUAL
CODE
ACTUAL
CODE
ACTUAL
CODE
ACTUAL
--lIVING ROOM
196.0
15.68
17.12
7B4
10D
4.00
5A
18"
2520
DINING ROOM
128.3
1026
262
5.13
15B
4.00
5.0
180
2520
FAMILY ROOM
2013
1610
3424
8.05
20.0
4.00
5.0
"
2520
MASTER BEDROOM
257.1
2057
27B8
1028
16.44
4.00
4.11
180
20.70
BEDROOM #2
1292
1034
13.94
5.17
822
4.00
4.11
18"
20.70
BEDROOM #3 1
134A 1
10.75
13.94
538
822
4.00
4.11
18"
20.70
BEDROOM #4
120.0
9.6
1394
4.80
822
4.00
4.11
18
20.70
BONUS ROOM
2892
2313
27B8
1 1156
16.44
4DO
4.11
18
20.70
** NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD
WINDOW SCHEDULE - ANDERSON 200 SERIES
NUMBER
LOCATION
MODEL
TYPE
ROUGH OPENING
GLASS
VENT.
EGRESS
MIN. OPNG. DIM.
QTY.
101
LIVING ROOM
244DH2849
DOUBLE HUNG
2'-B" X 4'-9"
856
5.0
5.0
2520
1
102
LIVING ROOM
244DH2849
DOUBLE HUNG
2-8 X 4-9
5.0
1
103
DNING ROOM
244DH2O49-3
DOUBLE HUNG TRIPLE
6 -0 X 4 -9
17.64
10B
3.60
2520
1
104
DNING ROOM
244DH2849
DOUBLE HUNG
2 -8" X 4 -9"
856
5.0
bD
2520
105
GARAGE
244DH2849
DOUBLE HUNG
2 -8 X 4 -9
856
5.0
5D
2520
106
GARAGE
244DH2849DOUBLE
HUNG
- -
520
107
KITCHEN
244OH2836
DOUBLE HUNG
'- " X 3'-6'
1
17.70
1
108
BREAKFAST AREA
PS 6L
6 -O SLDING DOOR
'- '-
3276
15.71DOOR
29 5 8
1
109
FAMILY ROOM
244DH2849-2
DOUBLE HUNG TWIN
5 -4 4 -9
1712
ion
2520
110
FAMILY ROOM
244DH2849
DOUBLE HUNG
'- " X 4'-V
856
5A
5.0
2520
1
111
FAMILY ROOM
244DH2849
DOUBLE HUNG
'- " X 4A*
856
50
5.0
2520
201
MASTER BEDROOM
244DH2840
DOUBLE HUNG
2 -8 X 4 -0
697
4.11
4.11
20.70
1
202
MA ROOM
244DH2840
DOUBLE HUNG
-8 X 4 -
203
ABOVE FOYER
SE313
ARCH WINDOW
3'-215 16" X 4'-6 3 4"
109
-
-
-
1
204
BEDROOM #2
244DH2 2
5 -4 X 4 -0
1
205
BONUS ROOM
2
DOUBLE HUNG IN
5 -4 X 4 -0
1394
4.11
20.70
1
206
BONUS ROOM
244DH2840-2
DOUBLE HUNG TWIN
5'-4 X 4'-0"
1394
822
4.11
20.70
1
207
BEDROOM #4
244DH2840-2
DOUBLE HUNG TWIN
5 -4 X 4'-Om
1394
822
4.11
20.70
1
208
BEDROOM #3
244DH2840-2
DOUBLE HUNG TWIN
5 -4 X 4 -Ow
1394
822
4.11
20.70
1
MASTER BATH
244DH2840
DOUBLE HUNG
2 -8 X 4 -0
697
4.11
4.11
20.70
1
MASTER BEDROOM
244DH2840
DOUBLE HUNG
2-8 X 4-0
697
4.11
4.11
20.70
1
MASTER BEDROOM
244DH2840 I
DOUBLE HUNG
2-8 X 4-0
697
4.11
4.11
20.70
1
** NOTE: VERIFY ALL WINDOW INFORMATION W/BUILDER IN FIELD
0 0
i
CV CV
00 00
I I
N CV
0 0
O
N
I�
a
I
A
N
Li
n
fim
Is
60'-2"
2'-0" 15-0" <1 A 20'-8" B 1221-6"
2'-0 1' 2,-0", 5-0" P4" 7'-31/4" 4'-1'/2" I 14'-61/2" 2'-0" 3'-6" 19'-0" I
Fl 1
2'-On
2'-0"
OUTLINE OF
BLCO DOOR ,1
I , 1 LIMIT OF
I I i I SECOND FLOOR
ter- �4 -----� 1------------
I I I I I
I I I I I I
I � I I I I 109
(2)13/4' X 91/4" MICROLLAM HEADER
15'-0"
00\0
I
Q
W
ZERO -CLEARANCE ® ,? z
GAS FIREPLACE cn W o
O --�
92
FAMILY N
ROOM
cono
.4- 15-0"
BEARING WALL
0
LIVING
1 ® ROOM
<V
CD
N
16'-2Y
4'-01'/2" 7,-6"
4'-6"
Fl -ol
0
C
I
D
(2) 2 X 10'S BEAM iA
6'-0"
16'-6"
H
6'-0" ILDIN(
in
107 L21OG
I o i
BREAKFAST N
AREA
7,-4n o o r
KITCHEN W
� > z i
® W o DaW.
o w
�2 =
o x o o I
N I
I I I 4'-0"
cn Lo ,_On-
o I `Y
x 'ro
N REF.
m
� I
o �
STARS: _
13 RISERS ® 81 f 4" - ^oc
12 TREADS ® 9
BEARING WAIL
n 2 2X10S 1'-6
3 2 X 10'S BEAM (FL EAM (FLUSH
COVERED
PORCH
(2) 2 X 1(YS BEAM
5'-9"
4'-6"
2,-8n
I-------
L
J
I
5/8" TYPE X GWB
ACCORDANCE WITH
N.YSFRECODE
3/4/ HP, RATED
INSULATED METAL DOOR
"C' LABEL & ASSEMBLY
W/ SELF CLOSURE
7'-0"
r
3' 0"
Q `�
°- N
-1�2 "
GIRDER
TRUSS
3'
2"
N
w co
Cn -
N
BATH _I
to00
U NQo
U
3'-7'/2„
1n 3,-3y2n N 5P_5"
>
o
1`J
>
Z
I
WW
W®N a
2 " BEARING WALL
-611'-4'/2"
4� Li
OPEN
11- RAIL
up
o
Ilb
I
Iiu
II
I I
II
L)
7-1n
I I
I
_
b
i
®
DINING 1
ROOM T
105
I
N
FOYERul)
104
0
2 13/4" X 91/4"
MICROLLA o
MBEAM"(FLUSH)
N
3'-0"
2 2 X 10'S
HEADER
(2) 2 X 10'
HEADER
Flo3
0
(2) 2 X 10'S
BEAM
Ed
L311 7'
6"1
j
"
4'-0"
4'
0"
1'-8"
4'-2"
4'-2"
1'-8"
5-4"
e_ _
8 a"
A
FIRST FLOOR PLAN
SCALE:1/4" = 1'-0"
0
0
0
Y)
0
x
N
w
0
Y)
00
I
GIRDEF
TRUSS
21'-8112"
11'-4"
22'-0"
D J
FIRST FLOOR = 1,150.9 SQ. FT.
SECOND FLOOR = 1,187.5 SQ. FT.
OPTBONUS ROOM = 318.4 SQFT.
TOTAL = 2,656.8 SQ. FT.
6'-812n
-ml
5'-4"
x
N
C'4
I
C)
0
M
M
O
.761.
0 0
ib cb
GENERAL NOTES:
1. ALL CONSTRUCTION TO COMPLY WITH THE NY STATE BUILDING CONSTRUCTION
CODE APPLICABLE TO ONE AND TWO FAMLY DWELLINGS TO THE NY STATE ENERGY
CONSERVATION CODE, APPLICABLE LAWS, STATUTES, AND ALL LOCAL RULES AND
REGULATIONS. BIRDER TO BE RESPONSIBLE TO NYS. CODE REQUIREMENTS.
2. COMPLY WITH ALL LAWS AND RULES AND ORDINANCES AND ORDERS OF ANY
PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK.
3. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING
ALL PORTIONS OF THE WORK.
4. THE PROFESSIONAL SERVICES OF THE ENGINEER DO NOT EXTEND TO OR
NCLUDE THE REVIEW OR SITE OBSERVATION OF THE CONTRACTOR'S WORK
OR PERFORMANCE OF THIS JOB. THUS, THE ENGINEER IS NOT RESPONSIBLE
AND IS TO BE HELD HARMLESS BY THE OWNER FROM ANY CLAIM OR SUIT
WHATSOEVER, INCLUDING ALL PAYMENTS OR COSTS INVOLVED ARISING FROM
OR ALLEGED TO HAVE ARISEN FROM THE CONTRACTOR'S WORK TO CONFORM
TO THE DESIGN ITEM.
5. IT IS THE BUILDER'S RESPONSIBILITY TO REVIEW ALL DIMENSIONING AND
DETAILING PRIOR TO CONSTRUCTION AND TO ASSESS AND VERIFY MEASUREMENTS
OF EXISTING CONDITIONS PRIOR TO CONSTRUCTION.
6. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH NY STATE
CONSTRUCTION CODE APPLICABLE TO PLUMBING AND NY STATE HEALTH
DEPARTMENT REQUIREMENTS.
7. ALL LIGHTING , WRING, GROUNDING AND DEVICES SHALL BE ULRATED
LISTED AND COMPLY WITH NEC INCLUDING GROUND FAULT PROTECTION FOR
ALL BATHROOMS AND EXTERIOR OUTLETS.
8. PROVIDE HARDWIRED/INTERCONNECTED SMOKE DETECTORS ON EACH FLOOR, N
EA. BEDROOM, AND N HALL ADJ. BEDROOMS, AS PER CODE REQUIREMENTS
9. PROVIDE DIRECT OUTSIDE COMBUSTION AIR FOR FIREPLACE IN ACCORDANCE
WITH THE N.Y. STATE ENERGY CONSERVATION CODE. PROVIDE GLASS
FIREPLACE DOORS.
10. DRAWINGS NOT TO BE SCALED FROM FOR FIELD WORK PURPOSES.
11. ALL WINDOWS INTENDED FOR EMERGENCY EGRESS HAVE TO HAVE A MAX
SLL HEIGHT OF 42" OFF FINISHED FLOOR.
12. ALL HEADERS TO BE (2) 2X10'S UNLESS OTHERWISE NOTED.
13. CHIMNEY TO BE 24" ABOVE ANY STRUCTURE WITHIN A 10'-0" RADIUS
MEASURED FROM CENTERLINE OF CHIMNEY FLUE.
14. STARS:
81/4" MAX RISE. STAR RAILINGS TO BE 32" AFF.
9" MN. RUN
PLUS 1 1/8: NOSING
2'-8" MIN. BETWEEN HANDRALS
6'-6" MIN. VERTICAL HEADROOM ® MAN STARS, 6'-4" ® CELLAR STARS
PROVIDE LIGHT IN STAIRCASE
15. ALL CONCRETE TO BE 3000 PSI - 28 DAY UNLESS OTHERWISE NOTED.
16. LUMBER TO HAVE MIN" Fb =1000 PSI (FOR REPETITIVE MEMBER USES
17. ASSUMED SOL BEARING VALUE OF 2000 PSF. CONTRACTOR TO VERIFY PRIOR
TO CONSTRUCTION.
18. PROVIDE WOOD OR METAL BRIDGING EVERY 8'-0" O.C. BETWEEN JOISTS,
UNLESS OTHERWISE NOTED. PROVIDE NALS AT EVERY BEARING.
19. ALL HEADERS N BEARING WALLS ON OPENINGS 6'-0" OR GREATER SHALL
BE SUPPORTED ON EACH SIDE BY A MINIMUM OF TWO (2) STUDS THE SIZE
OF THE ADJACENT BEARING WALL. (USE SINGLE STUDS FOR OPENINGS UNDER 5'- 0").
20. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS AND DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS.
(EXCEPTION: DO NOT USE DOUBLE JOISTS UNDER PLUMBING WALLS)
21. FRESTOPPNG SHALL BE PROVIDED AS PER SECTION 717 OF THE NEW YORK
STATE BUILDING CODE.
22. DESIGN CRITERIA:
LIVE LOAD
FIRST FLOOR RESIDENTIAL: 40 PSF
FLOOR DEFLECTION LIMITED TO 1/360
ROOF. AS PER NYS BUILDING CODE
DEFLECTION LIFTED TO L/240
23. ELECTRICAL WIRING AND EQUIPMENT DESIGNED AND INSTALLED IN
CONFORMITY WITH ANSI, NATIONAL ELECTRICAL CODE, AND SHALL MEET ALL
LOCAL CODES.
24ALL GARAGES SHALL BE SHEETROCKED WITH 5/8" TYPE Y SHEETROCK TO
TO COMPLY WITH N.Y.S. FIRE PREVENTION & BUILDING CODE.
25. DOOR FROM GARAGE TO LIVNG AREA SHALL BE METAL INSULATED "C" LABEL
AND ASSEMBLY WITH SELF CLOSURE.
26. ELECTRICAL SWITCHES MUST BE BLOCKED AWAY FROM DOOR TO ACCOMMODATE
31/2" TRIM.
27. ALL BATHS W/O NATURAL VENT. SHALL BE EQUIPPED WITH MECHANICAL
FANS DIRECTLY VENTED TO THE OUTSIDE.
ENERGY NOTES:
1. ALL BUILDING ENVELOPE ELEMENTS THAT CONTAIN MATERIALS WHICH ARE
CAPABLE OF ABSORBING OR TAKING UP AND HOLDING MOISTURE SHALL BE
PROTECTED BY A VAPOR BARRIER RETARDER LOCATED ON THE WINTER WARM
OF THE INSULATION.
2. INSULATION SHALL BE INSTALLED N A MANNER THAT PROVIDES CONTINUITY
OF INSULATION AT PLATE LINES, SILL LINES, BAND JOISTS AND CORNERS.
3. AIR INFILTRATION BARRIERS SHALL BE INSTALLED WHETHER A VENTILATED
SIDING MATERIAL IS INSTALLED OR THE SIDING TECHNIQUE NECESSITATES
A LOOSE FITTING APPLICATION.
4. BUILDING TO BE CONSTRUCTED AND INSULATED N COMPLIANCE WITH THE
N.Y.S. ENERGY CODE, If, "R" AND INFILTRATION VALUES FOR ALL DOORS
AND WINDOWS.
ENERGY CALCULATIONS N COMPLIANCE WITH PART 5 - SECTION 7814 OF THE
N.YS.1991 ENERGY CONSERVATION CONSTRUCTION CODE.
GROSS FLOOR AREA 5000 SQ. FT. SQ. FT.
WALL GLAZING AREA 207. 5%
SKYLIGHT GLAZING AREA 1% NA.
ENVELOPE COMPONENT
7000 DEGREE DAY
NON -ELECTRIC COMFORT HEATNG REQUIRED ACTUAL
R U U
EXTERIOR WALL 18 OD55 OD52
ROOF 24 004 OD33
FOUNDATION WALL 10 0.1 0.08
FLOOR 19 0.052 0.052
GLAZING 1.7 0.58 05
ENTRANCE DOOR 2.5 0.4 0.4
BASEMENT/ CELLAR WALL 11 0.09 OD77