2012-339 (2)GENERAL NOTES: DESIGNERS NOTES:
1) ALL EMERGENCY ESCAPE FOR BEDROOMS AND HABITABLE SPACE REQUIRED AS FOLLOWS: t DO NOT SCALE THESE DRAWINGS, THEY MAY NOT BE TO AN EXACT SCALE,
- A CLEAR OPENING OF 5.7 SQ.FT. ABOVE OR BELOW GRADE LEVEL USE ONLY DIMENSIONS GIVEN.
- A CLEAR OPENING OF 5.0 SQ.FT. AT GRADE LEVEL : CONCEPTS & DESIGNS WILL NOT BE RESPONSIBLE FOR ANY STRUCTURAL DEFECTS
- A MINIMUM HEIGHT OF 24" FROM THE FAILURE TO FOLLOW PLANS AND DETAILS.
- A MINIMUM WIDTH OF 20"
2) SAFETY GLAZING REQUIRED BY CODE AT THE FOLLOWING LOCATIONS: DIMENSIONAL MATERIALS & FRAMING NOTES:
- EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ.F.T
- BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR - ALL DIMENSIONS SHOWN ARE FROM FRAME TO FRAME.
- ONE OR MORE WALKING SURFACES WITH IN 36" HORIZONTALLY OF THE GLAZING - ALL EXTERIOR WALLS ARE 26 OR 5.1/2" UNLESS OTHERWISE NOTED.
- THE EDGE GREATER THAN 36" ABOVE THE FLOOR - ALL INTERIOR WALLS ARE 20 OR 3,1/2" UNLESS OTHERWISE NOTED.
- GLAZING WITHIN 60" OF A POOL OR SPA - ALL EXTAEADERS 2-2x10 S.P.F.UNLESS OTHERWISE NOTED.
- GLAZING ADJOININGS STAIRS WITHIN 60" OF THE BOTTOM TREAD - ALL DIMENSIONAL MATERIALS ARE SPF12 OR BETTER,
3) N.Y. STATE ENERGY CODE COMPLIANCE PROGRAM:
- THIS BUILDING DESIGN HAS BEEN ENTERED IN THE RESIDENTAL MEC -CHECK SOFTWARE PROGRAM AND A PASSING COMPLIANCE
FORM AND INSPECTORS CHECKLIST HAVE BEEN SUBMITTED WITH THE PERMIT APPLICATION,
4) SEE FOUNDATION PLAN AND DETAIL SHEET FOR DAMPROOFING, WATERPROOFING & FOUNDATION WALL REQUIREMENTS.
5) GRADE AROUND FOUNDATION MUST DROP 6" IN 10' PITCHING AWAY FROM FOUNDATION REQUIRED PER CODE,
6) A LANDING MUST BE PROVIDED ON EACH SIDE OF AN EXTERIOR DOOR AT A MIN. 36"wX 36"h (SEE DETAIL THIS SHEET)
7) PROVIDE AT ALL EAVES ICE AND WATER SHEILD @ MIN. 24" HORIZONTALLY FROM INSIDE EXTERIOR WALL REQUIRED
BY CODE WITH INSPECTION PRIOR TO SHINGLING.
8) STAIRWAY REQUIREMENTS:
- A 6'-8" MIN. HEADROOM CLEARANCE REQUIRED FOR ALL STAIRS PER CODE
- ALL STAIRWAYS HAVE A MIN. REQUIRED WIDTH OF 36" PER CODE
- SEE PLANS & SECTIONS FOR RISE & RUNS AND ANY DETAILS REGARDING STAIRS a�
- STAIRWELL WINDER TREADS REQUIRE A MIN. DEPTH OF 6"
- OPEN RISERS NO LONGER ALLOWED FOR STAIRS OVER 30" IN HEIGHT UNLESS IS 4" OR LESS
- SPIRAL STAIRS ARE NOT ALLOWED TO BE THE ONLY MEANS OF EXIT FROM A STORY.
9) HANDRAIL REQUIREMENTS:
- HANDRAILS REQUIRED ON ALL STAIRS OF TWO OR MORE RISERS
- HANDRAILS REQUIRED ON BOTH SIDES IF OPEN AND RISE ARE MORE THAN 30"
- HANDRAILS MUST BE BETWEEN 34" AND 38' IN HEIGHT AN MUST TERMINATE AT WALLS
- HANDRAILS MUST BE CONTINUOUS FROM BOTTOM STEP TO TOP STP
- SEE CROSS SECTION FOR ANY OTHER DETAILS ON HANDRAILS.
10) GUARDRAIL REQUIREMENTS:
- REQUIRED ON ALL SURFACES WHICH ARE RAISED MORE THAN 30" ABOVE OR BELOW GRADE.
- GUARDRAIL MINIMUM HEIGHT OF 30" FOR LANDINGS, PORCHES AND DECKS.
- GUARDRAIL MINIMUM HEIGHT FOR STAIRS 340 AND NO MORE THAN 6" ON STAIRS WHERE
RISER, TREAD AND BOTTOM RAIL MEET (EX. A 6" BALL SHOULD NOT BE ABLE TO PASS THROUGH)
- GUARDRAILS NO MORE THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS
- GUARDRAILS REQUIRED ON BASEMENT STAIRS.
11) ALL HALLWAYS MUST BE A MIN. WIDTH OF 36"
12) SMOKE DETECTOR REQUIREMENTS:
- SMOKE DETECTORS MUST BE HARDWIRED W/ BATTERY BACKUP
- SMOKE DETECTOR ON EVERY LEVEL
- SMOKE DETECTORS IN EVERY BEDROOM
13) GARAGE FIRE SEPERATION CODES:
- THE DWELLING GARAGE SEPERATION CODES REQUIRE 5/8' TYPE"X" FIRED RATED GYPSUM WALL BROAD
ON BOTH SIDES OF THE WALL ADDRESSING THE DWELLING UNIT AND THE ENTRE GARAGE CEILING W/NO PENETRATIONS
- THE DOOR WHICH SEPERATES THE DWELLING AND GARAGE MUST BE OF MIIi, 3/4 HOUR ARE RATED AND ASSEMBLY UNIT.
14) FIRE STOPPING REQUIREMENTS:
- FIBERGLASS INSULATION MAY BE USED IF IT FILLS THE WIDTH OF TH CAVTY AND
EXTENDS A MINIMUM 16" FROM THE TOP OR BOTTOM PLATE .
- FIRE STOPPING REQUIRED 10' VERTICAL AND HORIZONTAL.
- ALL PENETRATIONS MUST BE STUFFED OR SEALED, FIBERGLASS INSULATION IS ALLOWED
15) NOTCHING AND DRILLING FOR EXTERIOR AND LOAD BEARING WALLS:
- LOAD BEARING WALLS CUT MORE THAN 50% MUST BE SECURED BY METAL TIE .054 THICK BY
1.1/2" WIDE WITH (8)160 NAILS EACH SIDE EXCEPT EXTERIOR WALLS COVERED WITH PLYWOOD
- HOLES GREATER THAN 1.1/20 REQUIRES DOUBLE STUDS
- NOTCHES NO MORE THAN 35% OF STUD DEPTH,
16) PLUMBING TESTING : ALL DRAINS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING CRITERIA:
- WATER HEAD TEST 10' ABOVE HIGHEST CONNECTION
- 5 PSI FOR 15 MINUTES
17) HEATING AND VENTILATION DUCTS MUST BE SECURED AND SEALED IN ACCORDANCE WITH NYS ENERGY CODE.
18) BUILDER MUST PROVIDE A 30"x 22"x 30'H ATTIC ACCESS IN A HALLWAY OR A READILY ACCESSIBLE AREA, SEE PLAN FOR LOCATION
19) COMBUSTION AIR REQUIREMENTS:
- IF THERE IS NO COMBUSTION AIR SUPPLIED TO GAS APPLIANCES, INSTALLER MUST CERTIFY BASEMENT OR ROOM
HAS PROPER AMOUNT OF COMBUSTION AIR PER CODE AT FINAL INSPECTION
20) THE STREET ADDRESS MUST BE POSTED ON BUILDING AND/OR VISIBLE FROM THE STREET,
IF LONG DRIVEWAY ADDRESS MUST BE POSTED ON MAILBOX OR POST AT THE ENTRANCE
TO THE DRIVEWAY ON THE SAME SIDE OF THE STREET.
TOWN OF QUEENSBURY
BUILDING & CO ES DEPT.''
Reviewed y:
Date: Z_
DESIGN LOAD CRITERIA
LOADS USED IN THE DESIGN OF THE STRUCTURE
"GROUND SNOW LOAD OF 70 PSF
2. WIND LOAD OF 90 MPH
3. 2ND FLOOR LOADING - 40 LBS PER/SQ.FT.
- LIVE LOAD: 40 LBS PER/SQ.FT,
- DEAD LOAD: 10 LBS PER/SQ.FT.
4.) IST FLOOR LOADING - 50 LBS PER/SQ.FT.
- LIVE LOAD: 40 LBS PER/SQ.FT.
- DEAD LOAD: 10 LBS PER/SQ.FT.
NOTICE
FOAM INSULATION MUST BE COVERED
BY A 15 MINUTE THERMAL BARRIER
NOTICE
KRAFT P ° -It N &MON MUST BE
OOYERED 40*MWUMBLE BARRIER
NOTES:
TOWN '"
BUILD.
,id on our lima, n Mce
an
ur comment rued as
Ming the pian: ; are in
%Imphance with ire , es of
cork State.
TOWN nr',tjEENSBURY
BUId_DIN4 CEPARTMENT
�psed 4n ed a pince
with our cmttsh"dmniontatecocnosmtrueiad
as
tnd�ting the plans end tpacifications are in
fuU epmphar m with the Building Codes of
Now, Ywk State,
NOTICE:
Smoke detectors are required In bedroom
adjacent to bedrooms and on each floe
level including cellar or basemen
All smoke detectors & carbon monoxir�2
detectors shall be Interconnnected wig
battery backup and located on all level
Carbon monoxide detectors
outside sleer5ing areas and
NATURAL
LIGHT, VENTILATION
& EMERGENCY EGRFjSS REQUIREMENTS
HAB.
ROOM
REQ. LIGHT
ACTUAL
REQ. VENT
ACTUAL
SQ/[ -T
REMARKS
ROOM
AREA
8% OF ROOM
UGHT
4% OF ROOM
VENT
OPENING FOR
HEIGHT
r
IN SQ/FT
AREA
SQ/FT
AREA
SQ/FT
EGRESS
100
178
14.24
24.16
7.12
11.96
5.98
12.08
101
223
17.84
24.16
8.92
11.96
5.98
61"
102
110
8.80
11.98
4.40
5.98
5.98
103
110
8.80
11.98
4.40
5.98
5.98
2.69
104
152
12.16
24.16
6.08
11.96
5.98
37"
2.69
. , I
13.1/2
2.69
.47
TEMPERED
v
BALUSTERS MUST BE NO MORE
THAN 4" BETWEEN BALUSTERS OR
HORIZONTAL RAILS.
(4" SPHERE SHOULD BE UNABLE
TO PASS THROUGH OPENING)
6" SPHERE UNABLE TO
PASS THROUGH OPENING
NOTES:
- GUARDRAILS CANNOT CONSIST OF HORIZONTAL
RAILS OR ANY ORNAMENTAL PATTERN THAT CREATES
A LADDER EFFECT
- ALL HANDRAILS TO BE CONTINUOUS FOR FULL LENGTH
OF STAIRS TERMINATING AT WALL OR NEWEL POST.
HANDRAIL TO BE 1.1/4"MIN./2" MAX. W/SMOOTH SURFACE
W/NO SHARP EDGES
WINDOW & DOOR SCHEDULE
QTY.
CALL #
WINDOW
MODEL #
R.O.
R.O.
CLEAR OPG.
CODE
ACTUAL
GLASS
U -FACTOR
DESCRIPTIONS
MANUFACTURER
WIDTH
HEIGHT
r
EGRESS
EGRESS
SQ.FT.
_t
6
MODERN VIEW
30410
38"
61"
5.98 SQ.FT.
24"MIN.
25.1/2"
12.08
.47
DOUBLE HUNG
1
I
�-
30410-2
75.5/8"
61"
5.98 SQ.FT.
24"MIN,
25.1/2"
24.16
.47
"
2
26210
32"
37"
2.69
1 3.1/2"
2.69
.47
26210
32"
37"
2.69
. , I
13.1/2
2.69
.47
TEMPERED
v
IU'<
(A
o
n
1
6 -PANEL
38.3/4"
82.3/4"
20 SQ.FT.
-
-
-
.069
BENCHMARK
1
FRE DR
36.3/4"
81.3/4"
20 SQ.FT.
-
-
-
.069
BENCHMARK
1
6068OX
72"
80"
20 SQ.FT.
-
- I
-
40
.47
MODERN VIEW
i
15' r MIN. 4" MIN. Y MIN.
MIN.
Me
M
N
4.1 1V1119. VLLARAN VE
@ LAVATORIES
21' MIN.CLEARANCE
@ WC AND TUBS
MINIMUM FICTURE CLEARANCES
4 MIN. 15" MIN.
HA �N'DRAIL DETAIL AND NOTES:
rHOWER
14" CLEARANCE IN
FRONT OF OPENING
24"
30" MIN.
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ENGINEERS STAMP:
DATE: 04/20/03
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DATE: 04/20/03
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ENGINEERS STAMP:
JOB#- 101705_
DATE: 10/04/05
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INSULATION:
N.Y. STATE REQUIRES AS FOLLOWS:
— FLAT CEILING: 12" KRAFT INSULATION R-38 W/PROPER VENT
— EXTERIOR WALLS: 6" KRAFT INSULATION R-19
— CANTILEVER: 9" KRAFT INSULATION R-30
— FOUNDATION WALLS: UNFACED 3.1/2" R-11
rLD'-o1\
1-,,, ?.,
III
ICE k WATER SHIELD
MIN. EXPOSURE 0
EACH PAVE
2 0" , f
I
— 2-1.3/4"x11.7/8'
MICROLAM
HEADER
GARAGE
,_PITCH SLAB 1/8" PER/FT
GYPSUM WALL
)CEILING k
GYPSUM WALL
® WALLS
4" WK. SLAB
w.
I MR Will , Will Off Mll No
�, NO 22 1 L L lommol-sm
PORCH ROOF:
2x6 RAFTERS 0 16"O.C. W/1/2"OSB SHEATF
2x6 CEILING JOISTS 016"O.C., 15# FELT PAP
ICE & WATER SHIELD (AT EAVE & VALLEYS
25YR. ARCHITECTURAL SHINGLES, PROPER
VENT 0 EAVES ONLY & RIDGE VENT,VINYL S
(SEE OWNER FOR COLOR)
,3 v
T VVIY1.. .]LMp
16'X8` CONT.CONC.F:G.
ur'l� � M S SECS IL MN ° FA —A o
ROOF:
MAIN ROOF: 0
N.Y. STATE CERTIFIED ROOF TRUSSES 0 24"O.C.)
SEE MANUFACTURERS CERTIFIED DRAWING FOR DETAILS)
ROOF TRUSSES 0 24" O.C.W/1/2"OSB SHEATHING, 1/2' GYPSUM WALL,
15# FELT PAPER, ICE & WATER SHIELD (AT EAVE & VALLEYS ONLY),
25YR. ARCHITECTURAL SHINGLES, PROPER VENT 0 EAVES ONLY m
& RIDGE VENT. (SEE OWNER FOR COLOR)
EAVE & RAKE:
2x6 SUBFASCIA W/ALUM. FASCIA, DRIP EDGE & VINYL SOFFIT VENT
EAVE & RAKE OVERHANG= 12"
ICE AND WATER SHEILD REQUIRED AT ALL EAVES MIN, 24" HORIZ
FROM INSDIE OF EXTERIOR WALL AND SHALL BE INSPECTED
2nd FLOOR WALLS:
CL -
2x6 OR 5.1/2" EXTERIOR WALLS 0 16"O.C. W/7/16" OSB SHEATHING,
1/2" GYPSUM WALL BRD., TYVEK VAPOR BARRIER 4" T.W.VINYL �� U
SIDING & CORNER BRDS.
(SEE OWNER FOR COLOR)
2nd FLOOR: w
0
2x10 FLOOR JOISTS 0 16"O.C. W/3/4" T&G OSB PLYWOOD SHEATHING
GLUED & SCREWED,
1st FLOOR WALLS: Iw
2x6 OR 5.1/2" EXTERIOR WALLS 0 16"O.C. W/7/16" OSB SHEATHING,
1/2 GYPSUM WALL BRD., TYVEK VAPOR BARRIER 4" T.W.VINYL SIDING
& CRNR.BRDS.
(SEE OWNER FOR COLOR) W
Cy
1 st FLOOR:
2x10 FLOOR JOISTS 0 16"O.C. W/3/4" T &G OSB PLYWOOD SHEATHING 0
GLUED & SCREWED. —
+'
BASEMENT FLOOR WALLS: cQ)Q
II ME
2x4 OR 3.1/2" EXTERIOR WALLS 0 24"O.C. W/3.1/2" cf) _
UNPAGED INSULATION W/PLASTC
O••
FOUNDATION:m
8" CONCRETE _ WALL W/2x6 P.T. SILL PLA—;-_— SILL SEAL W J
T.O.W.= 8'-0"
16"0' CONT. CONC. FTG.J U <
T.O.F.= 0'-0" ~
SEE FOUNDATION DETAILS ON SHEET "D-1" I --
DESIGN LOAD CR TR'A
- GROUND SNOW LOAD 70 _BS. P--Rj'SQ.FT.
- WIND LOAD BASED ON 90 MPH RANG
ROOF LOADING:
70 LBS, PER/SQ.FT.
TOP CHORD LIVE I OAD: 50 LBS. PER/SQ.FT.
TOP CHORD DEAD LOAD: 10 LES. PER; SO.=T.
BOTTOM CHORD DEAD LOAD: 10 LBS. PEP;: SQ.FT.
FLOOR LOADING: 2ND FLOOR
50 LBS. PER/SQ.FT.
- LIVE LOAD: 40 LBS. PER/SQ.FT.
- DEAD LOAD: 10 LBS. PER/SQ.FT.
FLOOR LOADING: 1ST FLOOR
50 LBS. PER/SQ.FT.
- LIVE LOAD: 40 LBS. PER/SQ.FT.
- DEAD LOAD: 10 LBS. PER/SQ.=T.
M
ENGINEERS STAMP:
JOB# 101005
DATE: 060103
SHEET#:
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NOTE:
FIELD APPLIED GIRDER BLOCKING
AS REQUIRED
2
a
FOUNDATION WALL
W = WALL WIDTH
H = WALL HIEGHT
MINUS 2"
G = GIRDER WIDTH +2"
BEAM PKT . DETA I L
2
FN
SECT I ON
SCALE = NONE
2x4 EXT . WALL CONST . W/
7/ 16"OSB SHTH . & P.T. BOTTOM PLATE
1/2"x8" ANCHOR BOLTS @ 48' b .0 .
4" RE I NFORCED CONIC .SLAB
@ 1"M IN .BELOW SURFACE &
REBAR (RE I NFORC I NG AS RE
go, 16" @ 24' bO C .
IRED BY STATE CODE)
FINISH GRADE 8" MIN. BELOW T .0 .W . & GRADE MUST
DROP 6" IN 10 'AWAY FROM STRUCTURE AS PER CODE
8" POURED CONCRETE FROST WALL
PROV I DE B I TUM I NOUS TAR DAMP PROOF I NG I S
ALLOWED BUT MUST BE DRY FOR INSPECT ION
BEFORE BACKF ILL BEG INS
SANDY SOIL BACK FILL ADDRESSING
FOUNDATION WALL AS REQUIRED
SCALE= NONE
PROV IDE 12" LONG#4 VERT ICAL REBAR P INS FOR FOR IZONTAL
SFEAR @ 48" 0 .0 . TYP .)
16"x8" CONT .CONCRETE FTG. W/2-#4 CONT AEBARS
T .0 .W . (TOP OF WALL) 4 '-4"
T.O.F. (TOP OF FTG.) 01-011
6" COMPACTED GRAVEL W/
6M I L POLY. VABPOR BARR I ER
AS DETERM I NED BY LOCAL CODES
20 EXT, WALL CONST, W/
7/16° WALL SHTH. & P.T. BOTTOM PLATE
1/2°x8" ANCHOR BOLTS @ 48"O.C.
4"CONC.SLAB
F IN ISH GRADE 8" M I N . BELOW T.0 .W W. & GRADE MUST
DROP 6" IN 10 'AWAY FROM STRUCTURE AS PER CODE
8" POURED CONCRETE FROST WALL
PROVIDE B ITUM I NOUS TAR DAMP PROOFING IS
ALLOWED BUT MUST BE DRY FOR INSPECTION
BEFORE BACKFILL BEGINS
SANDY SOIL BACK FILL ADDRESSING
FOUNDATION WALL AS REQUIRED
PROVIDE 12" LONG #4 VERTICAL REBAR PINS FOR HORIZONTAL SEAR @ 48" 0 .0 . (TYP.)
16"x8" CONT .CONCRETE FTG. W/2-#4 CONT.REBARS
T .0 .W . (TOP OF WALL ) 0 '-4"
T.O.F. (TOP OF FTG . -41-411
6" COMPACTED GRAVEL W/
6M I L POLY. VABPOR BARR I ER
AS DETERM INED BY LOCAL CODES
104
I
SCALE = NONE
3'
FND-P
2x6 WALL CONSTRUCTION 016° O.C.
W/1/16" WALL SHEATHING (TYP.)
1/2'xT ANCHOR BOLTS 0 4TO.C. W/
26 P.T. SILL PATE & SILL SEAL
SECT ION
SCALE = NONE
F IN ISH GRADE 8" M I N . BELOW T .0 .W . & GRADE MUST
DROP 6" IN 10 'AWAY FROM STRUCTURE AS PER CODE
8" POURED CONCRETE FROST WALL
20 WALL CONSTRUCT ION @ M I N . 24" O.C. W/ 3.1/2" F.G.
I NSULAT ION & 1/2" GYPSUM WALL BOARD
PROVIDE BITUMINOUS TAR DAMP PROOFING IS
ALLOWED BUT MUST BE DRY FOR INSPECT ION
BEFORE BACKFILL BEGINS
SANDY SOIL BACK FILL ADDRESSING
FOUNDATION WALL AS REQUIRED
PROV I DE 12" #4 VERT I CAL REBAR P I NS FOR HOR I ZONTAL
SHEAR @ 48" 0 .0 . (TYP .)
16"x8" CONT .CONCRETE FTG. W/2-#4 CONT .REBARS
T .0 .W . (TOP OF WALL) 8 '-0"
T.O.F. TOP OF FTG .)
T.O.S. ((TOP OF SLAB ) 0 '-4"
01-011
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DATE: 03/10/04
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ENGINEERS STAMP:
DATE: 03/10/04
SKEET#:
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