2011-385 (2)son
FRONT
TOWN OF QUEENSBURY
BUILDINC, OtARTMENT
Based on our lirnifed t=xarriination, compliancy
with our commpnt,,., not be construed a-
indicating thr. r*lvs i specifications are in
full 00MPli8r;cc- t�;r Building Codes of
New Yorit, St., -AM.
LF COPY
-
2
0
-Ai
IN
LEFT
re
E C E 0 V E
AUG 0 3 2011
T WN OF EENSBURY
BUILDINQUG & CODES
RIGHT
k7h
24
Window & Door Schedule
IF WVWV SCHEWA_E IS CHANMM VMA I%fT,AM EGRM MUST X RECALCULATED
ROOM
UNIT
RA.
QTY.
CLR. 11M
LIGHT
VENT
U-FACTEIR
GARAGE
244DH3050
3' 0' x 5'0'
2
6.1
10.5
6.1
.31
GARAGE
244])H3050 (T)
3' 0' x 5'0'
1
&1
10.5
6.1
.31
GARAGE
3/0 9 LT.DOOR
3' 21/2' x 6' 10 112'
2'
20
5.6
4.1
.31
3'-6'
IE
3
1
40'
18'-9'
I
I
I
I
9'-9' '-3' 10'-9' '-3' 9'-9' 5'-7'
20'-6'
3'-6'
1
GENERAL NOTES
TOP OF FOUNDATION MUST BE MIN. OF 8' ABOVE GRADE
GRADE MUST SLOPE 6' IN 10' FROM ALL SIDE. OF BUILDING
SAFETY GLASS TO BE PROVIDED IF
ONE PANE IS MORE THAN 9 SQ. FT.
GLASS IS 18' OR LESS FROM FLOOR
GLASS 1S WITHIN 5' OF TUB, SHOWER AND STAIRS
ATTIC ACCESS 30'X22'
ICE AND WATER BARRIER COVERING 24' HORIZONTALLY FROM
❑UTSIDE EDGE OF EXTERI❑R WALLS
ALL STAIRS SHALL HAVE CLOSED RISERS AND BE EQUIPPED WITH
HANDRAIL PLACED 34' TO 38' ABOVE N❑SING
FRAMING NOTES
m ALL FRAMING LUMBER MUST BE #2 AND BETTER SPF KD
OR BETTER.
ALL SHEATHING MUST BE APA RATED
ALL STUDS, J❑IST, & RAFTERS 16' O.C. UNLESS
OTHER WISE STATED. TRUSSES SPACED ACCORDING TO
MANUFACTURES SPECIFICATIONS.
m ALL LUMBER IN CONTACT WITH CONCRETE OR GRADE
MUST BE TREATED.
w ALL ❑PENINGS WIDER THAN 410' MUST BE SUPPORTED
BY 2 JACK STUDS ON EACH SIDE.
EXTERI❑R WALLS WILL BE 2X6 AND INTERI❑R WALLS WILL BE
2X4 UNLESS STATED ❑THERWISE.
F❑UNDATI❑N NOTES
* ALL CONCRETE MUST REACH 3000 PSI AT 28 DAYS
FOR SLABS WALLS.
m ALL F❑❑TINGS AND PIERS MUST BE ON UNDISTURBED
S❑IL 48' BELOW GRADE OR BELOW LOCAL FROST DEPTH.
m FOOTINGS AND PIER SIZE BASED ON 2500 PSF BARING
CAPACITY.
F❑UNDATI❑N MUST BE DAMP PROOFED OR WATER PROOFED
TO TOP OF FOOTING.
m UNLESS ❑THERWISE NOTED SLABS WILL BE 4' THICK WITH
6'X6' WELDED FABRIC, PLACED ON TOP OF 6 MIL POLY
OVER 6' OF COMPACTED GRANULAR FILL.
* ALL F❑❑TINGS WILL HAVE 3 PCS. OF #4 REBAR AT BOTTOM.
#4 REBAR TO DOWEL FO❑TING TO WALL 72' O.C.
112' ANCHOR BOLTS MUST BE PLACED 48' O.C. AND WITH IN
12' OF ANY CORNER AND A MIN. OF 7' IN THE WALL,
JND
d
p
WIND
SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
TEMP
ICE SHIELD
UNDERPAYMENT
REQUIRED
FLOOD
HAZARD'S
SPEED(mph)
WEATHERING
FROST LIN
DEPTH
TERMITE
DECAY
90
C
Severe
48'
Slight to
Slight to
-10
24'
No
Moderate
Moderate
osb h cups 2 rows of Ice 6 water, 15 lb.
t, 3a yr. shl'ngles and continuos ridge vent
I proper vent
2x6 sub facsla, wood fascia
with continuos vented soffit
2x6 16' o c., 3' osb, with 1 row
of blocking and siding
conc. frost wall,
np roof to footing
:ont. footing with 3 rows
)f M4 rebar
DESIGN LOADS
FLOOR LIVE LOAD ----------- 40 PSF
FLOOR DEAD LOAD ----------- 10 PSF
Structure should be reviewed by a licensed engineer.
All existing supports to be verified by builder.
Designer is not responsible any structural calculations,
or alteration made on site. All Measurements to be field
verified by builder. Elevations appearance may change
do to field verification. Builder responsible for all
code compliance and materials being used to manufacture
specif ications Do scale prints.