1986-427 BUILDING PERMIT
TOWN OF QUEENSBURY 86-427
No.
WARREN COUNTY, NEW YORK
p e AI, ' \
Howard and Neida Fischer °
PERMISSION is hereby granted to
Route 9L — Upper Ridge Road a
OWNER of property located at PP g Street, Road or Ave.
0
in the Town of Queensbury,To Construct or place a Two—Car Detached Garage
at the above location in accordance to application together with plot plans and other information hereto filed and °
r•
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
1. OWNER'SAddressis Star Route Box .168 co
. n
Glens Falls, New York m
2. CONTRACTOR or BUILDER'S Name
same
3. CONTRACTOR or BUILDER'S Address
C
same rl
1/40
4. ARCHITECT'S Name I
CD
rt
5. ARCHITECT'S Address
r•
a.
cD
6. TYPE of Construction—(Please indicate by X) °
a.
( $Wood Frame ( ) Masonry ( )Steel ( ) _ _
7. PLANS and Specifications
No. 22'x24' per plot plan, specifications and application submitted.
PER VARIANCE NO. 1103
H
8. Proposed Use o
Two—Car Detached Garage
ro
113
$ 10.00 PERMIT FEE PAID —THIS PERMIT EXPIRES Feb. 1 19 87
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the tD
town of Queensbury before the expiration date.)
4")
Dated at the Town of Queensbury this 24th Day of JUly 19 86
ap
SIGNED BY / C 6d l_(- for the Town of Queensbury
Building and Zoning Inspector .?".)
TO BE COMPLETED BY BLDG. DEPT.
-f7`` // Application No.
own Queeniburt� I � N F UEENS 1 !"'
Permit Issued 19 •BUILDING and ZONING DEPARTMENT 1" (� �� P 4
Permit Expires 19 . E E . 1J
ui
Bay and Haviland Road, R.D. 1 Box 98 Zoning Designation RYLS4
Queensbury, New York 12801 Variance No. r '� 7 �> .,
Site P1 Review .... W -c u
Appro'' •• - f .M. ,32x 1 X 13 j � .
/ / �I1 / ���� a _ r�a ataIa � a �a
APPLICATION FOR //.�i►'� 7' /
i.
BUILDING AND ZONING PERMIT
* * * * * * * * * * * * * * * * * .* * * * * * * * * * * * * * * * * * * * *
A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. ANSWER ALL OF THE FOLLOWING.
The undersigned hereby applies for a Building Permit to do the following work which will
be done in accordance with the description, plans and specifications submitted, and such
special conditions as may be indicated on the Permit.
The owner of this property is: H(�1�'A1 'v1. FISCHER JR. NEIDA D. FISCHER . ,
P.O. Address §TAR RT. BOX 168, GLENS FALLS , N.Y. 12801 Te1. 656 3503
Property Location: R.D. 9L9 Tax Map No. / / / / Z
Street number or building lot number
Subdivision name (if applicable)
THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS BUILDING CODES IS:
HOV'ARD W. FISCHER JR. STAR RT . 9L. GLENS FALLS N. Y. 656 3503
Name P.O. Address Tel. No.
Name of builder HO,`'A.RD FISCHER Address STAR R.T, 9L, GLENS FALTe-. 656 35n3
Name of plumber Address Tel.
Name of mason Address Tel.
NATURE. OF PROPOSED WORK: * ZONING INFORMATION: -
X Construction of a new building * A PLOT PLAN MUST BE PREPARED AND SUBMITTED,
Addition to a building * drawn reasonably to scale and attached hereto,
Alteration to a building * showing clearly and distinctly all buildings,
(no change to exterior dimensions) ' * whether existing or proposed and indicate all
Other work (describe) * set-back dimensions from property lines. Give •
* street and number or lot number and indicate
FOR DEMOLITION PERMIT, STATE SIZE AND * whether interior or corner lot. Show location
LOCATION OF STRUCTURES AFFECTED, * of water supply and location and configuration
* of septic disposal area.
*
* COMPLETE INFORMATION REQUIRED BELOW.
* Size of property J(OU ft X / .S'O ft. '
* Existing building(s) Size 20 ft X 43 ft.
PROPOSED BUILDING AND USE: * Existing building(s) Use HOME
Size of new structure 22 ft X 24 ft
Foundation-pier/slab/crawl/partial/full * Proposed building, distance from property line
(circle one)
No. of stories (habitable space) :' Front yard 10 6 ft Rear yard 20 ft
Height (grade to ridge) 12/ z ft. * Side yards 78 ft and la% ft
If residential, no. of families * If on corner, setback from side street ft
No. of rooms(excluding baths) " ' * OCCUPANCY INFORMATION
No. of bedrooms *
* PRIMARY BUILDING -
No. of bathrooms * t One family dwelling
Primary heating system * Two family dwelling
Type of fuel * Multiple dwelling / Number of units
No. of fireplaces to be installed
Will a wood stove be installed? * Permanent occupancy
* Transient occupancy
Central Air conditioning? Business
BUILDING STYLE, PRIMARY STRUCTURE *' Industrial
,. Other
Ranch • Contemporary Log cabin If addition, what will use be?
Raised ranch Mansion Duplex *
Split level Old style . Bungalow *
Cape Cod Cottage er * ACCESSORY BUILDING-
Colonial Row Town ouse * ' K Detached garage/one car/ two car/ 2.- car
( CIRCLE ONE PLEASE ) * Attached garage/one car/ two car/ car
* * * * * * * * * * * * * * * * * * Private storage building
ESTIMATED MARKET VALUE OF *' Other ' '
CONSTRUCTION ) '3 000. 00 *
INFORMATION ON BUILDING SPECIFICATIONS, ON REVERSE SIDE OF THIS SHEET, TO BE COMPLETED!
Form BPA 4/86 and-vl
•
BU TLDIIv PERMIT APPLICATION. CONTINUED -
BUILDING SPECIFICATIONS: •
Type of construction, wood frame, fire safe,etc. WOOD FRAME
Will any second-hand or ungraded 'lumber be used? If so, for what? NO
Foundation wall material CONCRETE Thickness 1 f.t. 8 in.
Depth of foundation below grade (to bottom of footing) 1 ft. 6 in.
Will there be a cellar? NO Heated or unheated? NO Floor sq. footage 5 Z sq ft
Will there be a basement? NO Will any portion be used as living space? NO
(If so, what portion? sq.ft. - - Type of use?
Type of roof - slope. flat/shed/other4/12 Material••of roof FIBER GLAS.3 SHINGLES
Size, wood studs 2 "X 4 " spacing 16 "o.c. length7,8 5 i3.
Joists(floor beams) 1st. floor "X " spacing "o.c, span ft.
Joists (floor beams) 2nd. floor "X " spacing "o.c. span ft.
Overlays(ceiling beams) "X - " spacing "o.c. span ft. -
Roof rafters . 2 "X 6 " spacing 48 o.c. span2l , '$-3/8--
Roof trusses(pre-engineered) spacing 48 "o.c. spar2 1 , l 1f-t33/8
Exterior wall finish VINYL 4in. LAP Of what material? VINYL
Interior wall finish V:OOD STUDINU .
If a garage is to be attached, describe materials to be used for FIRE SEPARATION:
NO
Is there to be an opening between garage and dwelling? NO If so will a Fire-rated
door, enclosure, and self-closing device be provided?
Will a flue-lined chimney be installed? NO Height above roof ft.
Depth of chimney foundation below grade NO ft.
Depth of fireplace hearth . ft. in. -
Water supply - Municipal or private well NO
SEPTIC. SYSTEM _ Distance from ANY private well(including adjoining properties ft.
(A separate application is necessary for any repair or new installation of septic system)
Town of Queensbury AFFIDAVIT STATE OF NEW YORK
County of Warren
I swear that to the best of my knowledge and belief the statements contained
in this application, together with the plans and specifications submitted, are a_ true and
complete sta ement of/all proposed work to be done on the described premises and that all
provisions of the BU,ILDING CODE, THE ZONING ORDINANCE, and all other laws pertaining to
the proposed w Fk shall be. complied with, whether specified or not, and that such work is
authorized by the owner.
SWORN TO BEFO ME THIS Signature ,-. .A '
/ Owner, owner's- agent,arc i ect,contractor
day/of 19
Notary Public, Warren County, N.Y.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *.* * * * * * * *
SPECIAL CONDITIONS OF THE PERMIT:
1
44-11
it
•
By
Down of Queeni6ury
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
BUILDING INSPECTOR ' S REPORT
NAME e
GG" il
LOCAT ION 9ancie.„iloielec,p
Date l � / l Z _Permit No. O Y c7
* * * * * * * * * * * * * * * * * * * * * * *
✓ = APPROVED - YES / NO
Footing/Pier Forms
Foundation
Waterproofing
Backfill •
Framing
t)CRoof ing
Siding
Masonry Veneer
Rough Plumbing
Relief Valves
Ext. Porches
Finished Floors
Interior Trim
Stairs & Railings
Cellar Drain Tile
Xncrete Floors (/
Plbg. Fixtures
Gar. Fireproofing
Door Closers
Smoke Detectors
Chimney
INSULATION:
Foundation
Floors
Walls
Ceiling
FINAL ELECTRICAL INSPECTION
DRIVEWAY APPROVAL
Final Building Survey
Next scheduled inspection (call when ready)
Remarks-
el 71/ice. GA7J
— - _.
•
Buildi g Inspector
6/86 and-vl
call c( 3/86 /)/1
...awn of Queenitury
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
BUILDING INSPECTOR' S REPORT
NAME l-OUJ F/ 3-C1�L-
LOCATION ,y
Date 13 /g6 Permit No. g',4 -171a7
4/ = APPROVED - YES -NO
1/Footing/Pier Forms i
Foundation
Waterproofing
Backfill
Framing
Roofing
Siding
Masonry Veneer
Rough Plumbing
Relief Valves
Ext. Porches
Finished Floors
Interior Trim
Stairs & Railings
Cellar Drain Tile
Concrete Floors
Plbg. Fixtures
Gar. Fireproofing
Door Closers
Smoke Detectors
Chimney
INSULATION:
Foundation
Floors
Walls
Ceiling
FINAL ELECTRICAL INSPECTION
Final Building Survey
/---,e4m (vce
Next scheduled Innsppectiio(call when ready)
Remarks- -
/4/0&.4-014/C- 5L
fr
o i WG �i 7U•v— /a l�cc1 - 243
rl
Building Inspector
6/86 and-vl
Instructions-
1 . Study the plan thoroughly. Be sure to check your local code requirements and if required
obtain a building permit. Omit steps 2 through 8 if slab is poured by contractor.
2. Locate the garage on your lot to conform to local code requirements, such as side and rear
lot set backs. Allow enough room for easy entrance, exit, or turn around, if possible.
3. Stake out the area as illustrated. Be sure all comers are square. Remember that dimensions
on plan are to outside of concrete and face of stud. See Foundation plan.
4. Dig trench for foundation approximately 12" deep, 12" wide at bottom. Toper inward at top
to approximately 20".
tr
STRING LINES r
6.
10' "1
SLOPE TOWARD DOOR \
L"OLID
R DRAINAGE
6NS' REIWORdNG MESH 4' CONCRETI
N $OLT$
V.Lk
L1
TO 6" BELOW FROST LINE, IF REQUIRED
orm
oto
oo
5. Build forms height and levrell - Inside face ohe concrete af form boar, using 11ds must line . Set top of , line up exactyfwith b sMng I nes"�setlat r
proper building dimensions.
Brace securely. This is very important to keep forms from pushing out when concrete is poured.
Use a gravel fill and tamp to within 4" of the top of form boards.
6. Call building inspector to check location and trenches before pouring concrete.
Note: At least two 1/2" (or 04) reinforcing bars in perimeter makes a better job. Using wire
mesh in floor slab minimizes cracking.
Have local electrical contractor install conduit under slab for electrical service.
7. Pour readymix concrete completely filling forms. Surface and level with a long straight board
and trowel.
8. Set anchor bolts (see foundation plan) 1 3/4" in from edge of concrete and extending
at least 21" above surface.
9. After concrete has set place 2x4 bottom plate on top of bolts with edge of 2x4 flush with
outside face of concrete, and tap with a hammer over each bolt to locate position of bolt
holes. Drill a 3/4" hole in bottom plate to fit over bolts. Check by placing 2x4 plate over
bolts and be sure that edge of 2x4 is flush with face of concrete.
NOTE: Note that the walls are loyed out in at least two panels each. This has been done for
ease of handling the pre -assembled walls.
FRAME CONSTRUCTION
Begin construction by assembling wall panel, A, B, C and D, on the concrete garage slab
Assemble all four panels before tilting them up into position.
10. Lay the predrilled 2"x4" bottom plate and one 2"x4" top plate for panel "A" side by side
and mark position of 2"x4" studs 16" o.c. as shown on panel elevation drawing (note that
the first stud space on each end of panels is measured from the outside face of stud to the
center line of the next stud). Assemble wall Panel "A" using.pre,cut 2"n4" studs 7'-8 5/8"
long. Nail through top and bottom plates into studs using two 16 penny nails at each
connection. l outer
) I . Let -in bracing. Check panels for squareness. Lay the 1 "x4" cornbrace er
pane
comer at top of panel down to bottom plate at a 45 degree angle.Mark ePosition on
each stud. With your circular power saw cut into stud 3/4" at each mark. Using a chisel and
hammer knock out the piece of wood leaving a 3/4" recess into which you place the 1 "x4"
comer brace and nail with two 8 penny nails at each stud and top and bottom plate.
Repeat steps 10 and 11 for panels "B", "C" and "D".
12. Now that you have the first four wall panels assembled you can start the erection of the walls.
Tilt up panel "A" and place it in position over the anchor bolts. Brace panel securely with
2"x4" brace to ground stake. Place washer and nut on anchor bolts and tighten down panel.
Follow same procedure for panels "B", "C" and "D" .
TOP 2x4 ADDED
AFTER WALL IS
IN PLACE
DIAGONAL
BRACE
13. Repeat instructions number 10, 11 and 12 for assembly of remaining wall panels. Assemble
and erect panels In sequence.
14. As panels are erected you can add the 211x4" tie plate as shown on wall framing elevations
Nail plate 16" on center with 16 penny nails.
15. Cut garage door header to length and nail together with two 16 penny nails at each end
Stagger nail 16 penny nails 32" o.c. along top and bottom of header on both side.
16. Nail 2"x4" cripples at each side of door opening. Lift assembled header into position
and rest on cripples and nail to panel studs using 16 penny nails. Nail hardware surround
to inside face of cripples (see garage door jamb detail).
17. Set the 4"x4" posts and 2"xl0" gable ledger for the front overhang in position and
tie to garage framing by extending the 2"x4" tie plate on each side.
is. Add 2"x4" tie plate to top remaining wall panels.
19. forkapproximately 1o.c. across atktei; and tack nail In
place to
mawoki9f(ornfor the erection of the rafters. Temporarily brace platform
from below.
2 CAR Cl'F*ARAGE
10� t'
vt 7
Z
20. Cutting rafters is simplified by following the rafter diagram provided on the p': on
Layout and cut two rafters to size and set in place to check for accuracy. (Be sure
to use the some rafter as a pattern to make all additional rafters).
M F `I 11
V��
RIDGEBOARD
4RAFTER
CK RAFTER CUT WITHAS BOB
21. Erect and "tack -nail" the and rafters in place and brace temporarily. 10 or 1'.feet
from the gable end erect a second set of rafters. Slip the ridge board into posion
and support at each end with a 2"x4" stud. Be sure ridge board is level, rafts are
plumb. The remaining rafters can now be put in place. Nail collar ties to rafts.
Before nailing the rafter ties in place we suggest that you check your garage nor
hardware manufacturers instructions as well as your automatic garage doer eplr
instruction for the minimum clearance required from top of the garage door opming
to the bottom of the rafter ties. It may require that the first two rafter ties at e
front of the garage be set up off of the top plate in order to gain the clearanc
required (see diagram below).
Plate Line
Check manufacturer'
instructions for
minimum clearance
required for garage
door hardware and
automatic door open
Ralsefter ties
for atlonol
clearce if
requil
Nail ties to sides of rafters making sure they are level at center of span. Add
1"x4" hangers from rafters down to rafter ties and fasten in place.
\1
22. Add 2x4 gable studs, gable end blocking and any other framing* necessary, as shown
on plan.
23. Apply }" plywood sheathing over roof rafters starting at the bottom of the rafter.
Stagger joints of roof sheathing so that joints on adjoining sheets do not occur on
the some rafter.
24. Apply roof shingles (over roofing felt). Follow manufacturer's instructions in bundle.
Extend shingles 3/4" beyond face of trim board, and excess of shingles should be
cut from inside only in order to maintain a trim appearing edge.
25. Trim out door opening with iambs and casing.
26. Apply aluminum coated Kraft paper over outside stud wall. Start siding at bottom,
making sure that first board is level. Check for level at every third board and cut
all joints and ends square, staggering joints on side walls.
27. Trim eaveo and corners. Install service door.
28. Install garage door following the manufacturer's instructions included with door
package.
29. Paint or stain siding and trim as desired.
MATERIAL LIST
QUANTITY SIZE DESCRIPTION BF
2 PCs.
2x4-16' _
Bottom Wall Plate (Treated)
21
Pc.
2x4-12'
Bottom Wall Plate (Treated)
8
3 PCs.
2x4-10'
Bottom Wall Plate (Treated)
20
",1 Pc.
2x4-8'
Bottom Wall Plate (Treated)
5
2 PCs.
2x4-16'
Top Wall Plate
21
1 Pc.
2x4-12'
Top Wall Plate
8
3 PCs.
2x4-10'
Top Wall Plate
20
1 Pc.
2x4-8'
Top Wall Plate
5
2 PCs.
_2x4-16'
Tie Plates
21
2 PCs.
2x4-14'
Tie Plates
19
2 PCs.
2x4-10'
Tie Plates
13
2 PCs.
2x4-8'
Tie Plates
11
70 PCs.
2x4-8'
Pre -Cut Studs
373
2 PCs.
4x4-8'
Posts
21
7 PCs.
Ix4-12'
Let -In Diagonal Wind Bracing
28
6 PCs.
2x4-8'
Cripples
32
2 PCs.
2x12-18'
Garage Door Header
72
1 Pc.
200-22'
Gable Ledger
37
1 Pc.
2x4-8'
Header, Service Door
5
1 Pc.
2x4-18'
Plate, At Garage Door Header
12
1 Pc.
2x4-8'
Sill, At Windows
5
1 Pc.
2x4-18'
Garage, Door Surrounds
12
2 PCs.
2x4-8'
Garage, Door Surrounds
II
8 PCs.
2x4-8'
Gable End Studs, Cut
43
42 PCs.
2x6-14'
Rafters
588
5 PCs.
lx6-12'
Splice Plates, Cut
30
6 PCs.
2x6-12'
Rafter Ties
72
6 PCs.
2x6-10'
Rafter Ties
60
24 L.F.
1x6
Rafter Tie Splice Plate
12
4 PCs.
ix4-8'
Hangers, Cut
11
2 PCs.
1x8-14'
Ridge Board
19
136 L.F.
2x4
Look -Outs And Nailer
91
2 PCs.
2x4-14'
Look -Outs Front Gable
19
2 PCs.
lx8-16'
Fascia
21
2 PCs.
lx8-12'
Fascia
16
4 PCs.
lx8-14'
Rake
37
56 L.F.
Shingle Mold
-
24 PCs.
4'x8'-1/2"
CDX 24/0 Plywood Roof Sheathing
768 S.F.
2 Rolls
Roofing Felt
-
7 2/3 Sqs.
235f
Asphalt Shingles (Self Seal)
-
2
1'-10 1 /2"x
2'-7 1/2" R.O. Garage Slip Head Window Unit
-
1
16'-0"x7'-0"
Sectional Up & Over Garage Door
With Track And All Necessary
Hardware
-
1
218"x6'-8" x
1 3/8"
Garage Service Door
48 L.F.
ix4
Door Jamb
16
48 L.F.
Brick Mould
-
48 L.F.
Shingle Mould Door Stop
-
1 Pc.
lxl2-8'
Gable End Drop
8
2 Rolls
36" Wide
Aluminum Foil Kraft Paper (Optional)
840 S.F.
7/16"x12"
Horizontal Hardboard Siding W/
10 1/2" Exposure
840 S.F.
4 PCs.
ix4-8'
Corner Boards
II
4 PCs.
ix3-8'
Comer Boards
8
2 PCs.
2x4-8'
Shelves
11
5 PCs.
4'x8'-3/8"
Exterior Plywood Soffit
160 S.F.
NAILS
21 lbs.
16d
Common Nails Coated
4 lbs.
8d
Common Nails Coated
8 lbs.
6d
Common Nails Coated
12 lbs.
Bd
Galvanized Siding Nails
22 lbs.
1 1/4"
Galvanized Roofing Nails
4 lbs.
8d
Casing Nails
23
1/2" Dio.02"
Anchor Bolts With Nuts And Washers
1 Pr.
3 1/2"x3 1/2" Door Butts
i
Key -In -Knob Cylinder Lock -Set
12 Cu. Yds.
Concrete Slab Foundation And Floor
Concrete Figures Based Upon Level
Site Conditions With Gravel Base
530 S.F.
6"x6'k"t`10
Welded Wire Fabric
184 L.F.
1/2"Dia.-#4
Reinforcing Bars
OPTIONAL
24 PCs.
4'x8'-1/2"
Insulating Sheathing 768 Sq.Ft.
7 lbs.
1 1/2"
Galvanized Sheathing Nails
OPTIONAL FOR FORMED FOUNDATION
(WALL HEIGHT FIGURED AT 3'-4" HIGH)
3 Cu. Yds. Concrete For Footing
8 Cu. Yds. Concrete For Wolls
7 Cu. Yds. Concrete For Floor
qKb
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BUILDING & Zi: iN1i%� i,;.:.' ; 11;?
TOWN OF QUEENSBURY
NATIONAL PLAN SERVICE, INC.
This plan has been prepared to meet pro- SHEET NO. 1
fessional standards of construction. A
careful study of plan instructions and TOTAL 4
dimensions is advised before starting work.
PROJECT PLAN NO.1655-B JP- 3003
n
Z%. - 011
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pi1 4-4y14" 1'-4"4-4'I I' O
FOUNDATION PLAN ( formed ' concrete) ALTERNATE
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FOUNDATION PLAN (turned down slab)
"CY4^ F- ; I/Y s I' - o 11 (,EE -iELTI o N 'I JA-"
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ROOF DESIGN:
301bs. LIVE LOAD
h kf ff, Z Sp�►IaS PA5 eP ON T146
U% op ND- Z 5Pp-. 6, PINe,, F1jL-
� SOW, WltoN R MD17uwS
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14f,AI,U&m*vA v
RIGHT SIDE ELEVATION
,( X : V &'I = I'- o''
REAR ELEVATION
9L.OI..L:yg1 % 1'-011
LEFT SIDE ELEVATION
LiG&LE : Yes 0 =1 - O n
FRONT ELEVATION
y(,ALE : Vt s C QII
655-B I P-3003 I SHEET 2
TOTAL 4
1/4
N.L
bnoal: yTbP
jll ��� JAMb
it►Q.d L jam_ �'1.QU-L.TZ
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SERVICE DOOR JAMB DETAIL 3A
4,kLE : I11zlr o"
(� t�
x
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➢ O Ap.
x-
4t
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