8130 BUILDING PERMIT
TOWN OF QUEENSBURY No. 8130
WARREN COUNTY, NEW YORK - -Ago
1-0
PERMISSION is hereby granted to Stephen H. Lent, Jr. (1)
OWNER of property located at Mason Road, Cleverdale Street, Road or Ave.
t-'
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.
approved and in compliance with the Town of Queensbury Building and Zoning Ordinance.
N
1. OWNER'S Address is Box 137
Cleverdale, New York 12820
2. CONTRACTOR or BUILDER'S Name
Robert J. Benware
3. CONTRACTOR or BUILDER'S Address
38 Grove Ave.
w
Glens Falls, New York
0
4. ARCHITECT'S NamePZI
-
O
Iv
!rL
5. ARCHITECT'S Address
F-'
C
fD
• al
6. TYPE of Construction— (Please indicate by X)
1-1
ID
(X)Wood Frame ( ) Masonry ( )Steel ( )
7. PLANS and Specifications.
24 'x24 ' per plot plan, specifications and
No. application submitted.
8. Proposed Use
Two-Car Detached Garage
H
O
$_1 0- 00 PERMIT FEE PAID —THIS PERMIT EXPIRES April 1 1g 84
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
fi
town of Queensbury before the expiration date.)
CJ
Dated at the Town of Queensbury this 3 0th Day of September 19 83 rt
SIGNED BY CLG a. for the Town of Queensbury
Building and Zoning I nspe
(D
TOWN OF QUEENSBURY (Space inside block to lx filled in by
WARREN COUNTY, NEW YORK Building Inspector)
Application for Application No. :
PP Permit Issuced - 19.
BUILDING AND ZONING PERMIT Permit Expires. lg.
%(nting_1)isirict
\';tItu (I \\'(wk
THREE (3) Copies of a PLOT PLAN, Drawn to scale \1'I eel 1y
showing the actual dimensions of the lot to be built. Rctuar)(S
upon, The exact size, and location on the lot of the
building to be erected or altered MUST BE SUB- _
MITTED WITH THIS APPLICATION.
TOWN OF QUEENSBURY
13 - 1-,-/. i . . . .S.ept.. . 21.,. DATE.1983. . . . li �1
H E Di
A PERMIT MUST BE OBTAINED BEFORE BEGINNING WORK
ANSWER ALL OF THE FOLLOWING. D 6�234
Stz(;rj19811
The undersigned hereby applies for a permit to do the' following work A.M. / y
which will be done in accordance with the description, plans and specifi- 71819110)1.�12,11213_41516.1
cations, and such special conditions as may be indicated on the permit. e
The owner of this property is:
Stephen Hp. Lemt, Jr. a/ /37 Cleverdale, N.Y. 12820
(NA`.E) (P.O.ADDRESS)
The person responsible for supervision of the work insofar as the Building Code and the Zoning Ordinance apply is:
Robert J. Benware 38 Grove. .Av.e..,. .Glens . Falls , N.Y. 12801
(NAME) IP O.ADDRESS) -
Nameof Builder Robert J. Benware Address same
Name of Plumber n/a Address
Name of Mason. . .s.ame '. Address . . . same
Lot Number 13-1-1.1 Unit Estimated value of proposed work S .3,600
Name of Village C1evP 'dale
Name of Street . . . .N. Oil.R.Qad Side of street: north la, east ❑, south O. west 0
Nearest Cross Street Cleverdale Road Distance from this cross street .ad jaoent Ft.
Property is north ❑,south ❑,east X±, west. 0 from Cross Street
If on Corner, which corner, northeast it, northwest 0, southeast Q. southwest
(Designate by marking with an "X" in the correct space.)
•
NATURE OF PROPOSED WORK OCCUPANCY
it Construction of a new building. Main Building
❑ Addition to a building. One-family dwelling . ❑
Two-family dwelling ❑
0 Alteration to a building. -family apartment house ❑
❑ Demolition of a building.
Store building ❑
. -car attached garage ❑
Other:
• Accessory Building
. One-car detached garage ❑
I] Other work. Describe- •
Two car detached garage
Private chicken house ❑
• Private storage building ❑
Other:
ZONING SPECIFICATIONS. Fill in for new building, or addition to existing building, or a change of occupancy.
Indicate on the plot plan street names, the location and
size of the property, the location, size and setbacks of pro-
posed buildings,and the location of all existing buildings.
NORTH Show proposed buildings) in dotted line and existing
• ltuilding(s) in solid line. •
I.-—-.• Size of property • a60 ft. x .90 ft.
.i / I o
o { J Size and use of existing buildings, if any sa d enoe. .
`
.O t
s I W Size of proposed building . . .24. . . . . ft.x . . 24 ft.
v i ( Height(from grade to ridge) l6 z ft.
i f t.
� Front yard 7 Q ��
f I co.j Side yards 7 • ft. and ft.
Rear yard ft.
SOUTH V If on corner,setback from side street . . . . Q ft. .
Note: All distances are net, as measured from street side
line to nearest part of,building.
.7 (OVER)
7-73—M
(cont'd.)
BUILDING SPECIFICATIONS., •
Kind of construction: Wood frame, fire safe, etc2 wood frame
Will any second-hand lumber be used? no If so, for what
Material of foundation walls concrete Thickness . 12"
Depth of foundation walls below grade 18" Continuous foundation? . yes
Will there be a cellar? no If so, material of cellar floor
Type of roof: Sloped or flat? . . .Sl.o2ed Material of roof asphalt sh.i,ngle
Size,wood studs " x 4 ", spacing 16 "o.c., length $ ft.
Size, floor beams, 1st floor " x ", spacing "o.c., span ft.
Size, floor beams, 2nd floor " x ", spacing "o.c., span / ft.
Size, ceiling beams 2 " x 6 ", spacing 16 "o.c., span /2 2Z{- ft.
Sii?e, roof rafters or beams 2 " x 6 _ ", spacing 16 "o.c., span 12. . . . ft.
Exterior finish wood siding - With what material? . . . . novelty
Finish of interior walls. . . . . . . ??QTle. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Ilflrage is to be attached, of what material is wall between garage and main building to be constructed?
Is there to be an,opening between garage and building? Si/.a
Kind of heating system none Oil burner or coal? n/a
Will a flue-lined chimney be provided? . . .DO • Depth of chimney foundation below grade
Height of chimney above roof n/a
Will there be a fireplace? - ' n0 Depth of fireplace hearth
Will a toilet be installed? - no
Will a kitchen sink be installed_and connected to water supply? no
Water supply (public water:supply or pump) n/a
Distance of cesspool from any private well 11/$ feet
Will drainage system be provided with required traps, cleanouts, and vents? n/a .
Town of Queensbury AFFIDAVIT
County of Warren
State of New York
I swear that to tt A,dy'r of my knowledge and belief the statements contained in this application,together with the plans and specifications sub-
mitted, are a true and co.liplete statement of all proposed work to be done on the deacribed premises and that all_provisions of the BUILD-
ING CODE,THE ZONING ORDINANCE,and all other laws pertaining- the propo `work-shall-be,complied with,whether specified or not,
and that such work,is authorized by the owner. ' 1 _ �
Sworn to before me this Signature L .J.p . o ER's AGENT.ARCHITECT, _—�EFITECT,CONTRACTOR
day of 19
NOTARY PUBLIC. WARREN COUNTY. N. Y.
SPECIAL CONDITIONS OF THE PERMIT:
•
By
BUILDING DEPT. COPY OF APPLICATION FORM 46-EL. NEW YORK BOARD OF FIRE/UNDERWRITERS.
FILE THIS COPY WITH BUILDING DEPT.WHEN REQUIRED.
•
I OR N.Y. Lueen
VILLAGE
Cleverdale g r.T oYo TOWNSHIP t "bu1'y COUNTY Warren
STREET AND NO. OR ROAD AND POLE NO. corner Cleverdale Rd, ! Mason lid . POLE NO.
BETWEEN WHAT TWO
PREMISES LOCATED? SECTION 13 BLOCK .i. LOT ..
OCCUPANT'S Stephen H o Lent Jr. BUILDING
NAME OCCUPANCY
OWNER'S NAME
AND ADDRESS same
CURRENT
SUPPLIED 1
BY Niap:ara Mohawk FROM THEIR kr OFFICE
ISUILDING NEW OLD ❑ REMODELED El IS
NEW NX ADDITIONAL ❑ REMOVED FECTS ❑
LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED
No. of Fixtures 8 BRANCH
NUMBER OF OUTLETS Lamp Receptacles MOTORS HEATERS CIRCUITS LAMPS
Loca-
•
tion Sid Aah't . . Watts
N WATTS
CeilingSwitchPendentrace Type No. o. p`•W•C' NO.
Wale l Rettceptc'Is
Bracket No. Each Each Gauge EACH
•
Out-
side
• Sub-
base
Base-
' ment
1st Fl.
2nd Fl.
3rd Fl. •
•
REMARKS: LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: DO NOT USE THIS SPACE.
This application is intended to cover the complete installation to be inspected, but if upon inspection there is found additional installation by you
and not listed, you are authorized to make the inspection and adjust the fee accordingly.
SIZE OF ELECTRIC SIGN TOTAL
MAINS FEEDERS LAMPS WATTS
CHARACTER EXPOSED GAS TUBE SIGN
OF WORK CONCEALED TRANSFORMERS OF VA
WORK TO BE (NUMBER) - (CAPACITY)
STARTED COMPLETED SIZE OF SIGN
SERVICE
ENTERS MAKER
BUILDING OF SIGN
INSPECTION REQUESTED
' ON OR AS NEAR AS
POSSIBLE NEW I I OLD
THE APPLICANT REQUESTS THAT YOU INSPECT THE INSTALLATION OF THE ELECTRICAL EQUIPMENT AS ABOVE STATED AND ISSUE A
• CERTIFICATE FOR SUCH. THE APPLICANT FURTHER AGREES TO PAY FOR SUCH SERVICES AS PER SCHEDULE ON FILE IN THIS OFFICE,
COPY OF SAME AVAILABLE UPON REQUEST.
NAME OF DATE OF
• APPLICANT APPLICATION
STREET ADDRESS
CITY OR ZIP LICENSE NO.
POST OFFICE CODE WHEN APPLICABLE
te►=SEP'A'RATE=APPLICA'TIOFI`M VEACIrSEPARATE`BUTLDING"
TOWN OF•QUEENSBURY
Building. Department
Inspectors Report Date -/g3
Name
Location - /,772-b,2L c�=
Permit No. Fin Weather
1 A/A'/- - 6719i l4Remarks
Excavation
Footing Forms
Footing & Piers
Foundation
Cement Coat
0/. ?
•
Waterproofing
Backfill
Final Survey
Framing fi' �,. ( •
Sheathing
Roof Felt •
Roofing '
Siding J
Masonry Veneer
Rough Plbg.
Relief Valves
Wall Board
Ext. Porches /
Finished Floor /
Interior Trim i
Stairs & Railings /
Cellar Dr. Tile
Concrete Floors • /
Plbg. Fixtures /
Gar. Fireproofing /
Door Closers
Chimney )_.
Water Meter Inst.
Septic Approval
Floors
Insulation Foundation
Walls
'Ceilir2g
Buz ding Inspector
REMARKS
•
TOWN OF•CIUEENSBURY
Building Department
Inspectors Report
.
Location
Permit No. / -bt f Weather
Remarks
t3on Footing Forms
Footing & Piers •
Foundation
Cement Coat
Waterproofing
Backfill
Final Survey
Framing
Sheathing
Roof Felt
Roofing
Siding \\\ ///.
Masonry Veneer
Rough Plbg.
Relief Valves
Wall Board
Ext. Porches
Finished Floor
Interior Trim
Stairs & Railings '
Cellar Dr. Tile
Concrete Floors
Plbg. Fixtures '
Gar. Fireproofing
Door Closers
Chimney
Water Meter Inst.
Septic Approval
Floors '
•
Insulation _ Foundation
Walls
'Ceilin
Building Inspector
•
REMARKS
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 corners 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. Taper inward at top
to approximately 20".
String Lines ----
- — — - 10'.
2" Slope Toward Door \
For Drainage
6"x6" REINFORCING MESH 4" CONCRETE
_ \
HOLD DOWN BOLTS � -- —
- 8" GRAVEL
'1'o 6" below frost line, if required.
Build forms for the concrete slab, using 2" lumber. Set top of 2" form board to desired floor
height and level . Inside face of form boards must line up exactly with "string lines" set at
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.
h. Call building inspector to check location and trenches before pouring concrete.
Note: At least two 1/2" (or #4) 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.
z . -7a anchor bolts (see foundation plan) 1 3/4" in from edge of concrete and extending
at least 212" 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 u 3/4" hole in bottom plate to fit over bolts. Check by placing 'x4 plate over
bolts and be sure that edge of 2x4 is flush with face of concrete.
NOTE: Note that the walls are layed 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
See Nailing Schedule on Plan
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 precut 2"x4" studs 7'-8 5/8"
long. Nail through top and bottom plates into studs using two 16 penny nails at each
connection.
11. Let -in bracing. Check panels for squareness. Lay the 1 "x4" corner brace on panel outer
corner at top of panel down to bottom plate at a 45 degree angle. Mark 1 "x4" position 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 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 some procedure for panels "B", "C" and "D".
ADDED
ALL IS
E
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 2"x4" tie plate as shown on vall framing elevations.
Nail plate 16" on center with 16 penny nails. iy nails at each end
15. Cut garage door header to length and nail together with two 20 pen.r on both side.
Stagger nail 20 penny nails 32" o.c. along top and bottom of heade a er into
osurcouiodn and
16. Nail 2"x4" cripples at each side of door opening. Lift assembled hl
rest on cripples and nail to panel studs using 16 penny nails. Nail
to inside face of cripples (see garage door jamb detail). working platform for
17. Add 211x4" tie plate to top remaining on enter acrosstopplate to form
18. Lay rafter ties approximat y ' t o long
rafter erection. Brace ties below if span 1s o
2 CAR GARAGE
�t''V11U►` i t"Wt
19. Cutting rafters is simplified by using the template pattern provided on the Flan. Layout
and cut two rafters to size and check for accuracy. (Be sure to use the same rafter as a
pattern to make all additional rafters).
R I DGEBOARI)
RAFTER
PLATE CHECK RAFTER
END CUT WITH
STUD-! P.UMB BOB
20. Erect and "tack -nail" the end rafters in place and brace. 10 or 12 feet from the end wall
repeat the above process, locating these two rafters directly over a stud below. Then slip
the ridge board into position. Be sure ridge is level, rafters are plumb and brace securely.
The remaining rafters can be put in place located over studs on outside wails. Rafter ties
and collar ties should then be nailed to rafters and hangers installed before bracing is removed.
21. Add 2x4 gable studs, eave blocking and any other framing necessary, as shown on plan.
22. Apply 2" 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 Oe same rafter.
Check plan carefully,to find out how for roof sheathing should extend out ct gable ends.
23. Applyroof shingles (ever felt if desired). 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.
24. Trim outdoor opening with jambs and casing.
Install windows with bottom sill resting on 2"x4" sill plate.
25. 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 wal Is.
26. Trim eaves and comers. Install doors.
27. Install garage door following the manufacturer's instruction inciudsd with coor package.
28. Paint or stain siding and trim as desired.
Nailing Schedule For Structural Members
Number&Type
Spacing
Description of Building Materials
of
of
Fastener
Fasteners
Top or sole plate to stud, end nail
2-16d
—
Stud to sole plate, toe nail
4-8d or 3-16d
—
Doubled studs, face nail
16d
2411o.c.
Doubled top plates, face nail
16d
161' o.c.
Top plates, taps and intersections,
2-16d
—
face nail
Continued header, two pieces
16d
16" o.c.
along each edge
Ceiling joists to plate, toe nail
2-16d
—
Continuous header to stud,
4-8d
—
toe nail
Ceiling joist, taps over partitions,
3-16d
—
face nail
Ceiling joist to parallel rafters,
3-16d
—
face nail
Rafter to plate, toe nail
2-16d
—
1" brace to each stud and plate,
2-8d
—
face nail
—
Built-up corner studs
16d
301' o.c.
32" o.c. at top
& bottom &
Built-up girder and beams
20d
staggered 2.20d
at ends & at ea.
splice
Roof rafters to ridge, valley or hip
rafters, toe nail
4-16d
—
face nail
3-16d
—
Collar ties to rafters, face nail
3-8d
—
Spacing of Fasteners
Description of Description of intermediate
Building Materials Fasteners edges supports
roof and wall sheathing to frame:
6rf 12rr
1/: inch -3�6 inch �
" Fiberboard Sheathing
Other wall sheathing
11,/211 galvanized
roofing nail
6d common nail
art Err
MATERIAL LIST
Quantity
1 Pc.
4 PCs.
2 PCs.
82 PCs.
5 PCs.
4 PCs.
2 PCs.
4 PCs.
4 PCs.
4 PCs.
1 Pc.
2 PCs.
2 PCs.
6 PCs.
5 PCs.
5 PCs.
2 PCs.
38 PCs.
2 PCs.
2 Pcs.
5 Pcs.
8 PCs.
18 PCs.
4 PCs.
28 PCs.
8 PCs.
8 PCs.
64 Lin. Ft.
3 Rolls
9 Sqs,
48 Lin. Ft.
2 Rolls
980 Sq. Ft.
2
1
3
66 Lin. Ft.
66 Lin. Ft.
48 Lin. Ft.
4 PCs.
4 PCs.
1 Pc.
NAILS
2 lbs.
16 lbs.
2 lbs.
4 lbs.
8 lbs.
10 lbs.
29 lbs.
3 lbs.
1
1 Pr.
Size Description
2x4 - 16'
Wall Plate (Treated)
2x4 - 12'
Wall Plate (Treated)
2x4 - 10'
Wall Plate (Treated)
2x4 - 8'
Pre Cut Wal I Studs
2x4 - 16'
Wall Plates
2x4 - 12'
Wall Plates
2x4 - 10'
Wall Plates
2x4 - 8'
Wall Plates
2xl2-10'
Header over Garage Door
2x4 - 10'
Header Blocking
2x4 - 8',
Header over Door
2xd1- 16'
Garage Door Hardware Surround
2x4 - 10'
Garage Door Hardware Surround
1 x4 - 12'
Comer Braces
2x6 - 14'
Rafter Ties
2x6 - 10'
Rafter Ties
lx6 - 10'
Splice Plate
2x6 - 16'
Rafters & Gable Blocking
lx8 - 14'
Ridge Board
2x6 - 16'
Gable Blocking
2x4 - 10'
Hangers
Ix6 - 8'
Collar Ties
2x4 - 8'
Gable Studs
2x4 - 14'
Gable Nailer
4'xW-1/2"
C-D Exterior Roof Sheathing
lx8 - 16'
Rake Fascia and Soffit
lx8 - 14'
Fascia and Soffit
Rake Shingle Mold
15H
Roofing Felt
235#
Asphalt Shingles
2x2
Soffit Nailer
36" Wide
Aluminum Foil Kraft Paper
7A6xl2"
Horizontal Hardboard Siding
10 1/2" Exp.
9'0"x7'0"
Sectional Up and Over Garage
Door complete with Track and
all necessary hardware
2'8"x6'8"-1-3/8"
Garage Service Door (5 Panel
1'10"x2'7-1/2" R.O .
Garage Slip Head Window
Brick Mold Casing
lx4
Door Jambs
Shingle Mold Door Stop
1 x4 - 8'
Comer Boards
1 x3 - 8'
Comer Boards
1x12-12'
Gable End Drop
I Ja". a•.,. - 1?'-
3 1/2"x3 1/2"
Turned Down Concrete Slab
11 Cu. Yds.
20d Common Nails Coated
16d Common Nails Coated
10d Common Nails Coated
8d Common Nails Coated
7d Common Nails Coated
8d Galvanized Siding Nails
7/8" Galvanized Roofing Nails
8d Finish Nails
,5.-r Bohn -with Nuts and Wrshers
Key In Knob Cylinder Lockset
Door Butts
Board Ft.
32
13
437
43
32
13
21
80
27
5
21
13
24
70
50
10
608
19
32
33
32
96
37
896 Sq. Ft.
85
75
16
980 Sq. Ft.
22
11
8
12
Concrete Slob Foundation and Floor, Concrete
figures based upon level site conditions
with gravel base
576 Sq. Ft. 6"x6"-10# Wire Mesh
192 Lin. Ft. 1/2" Dia. Reinforcing Bars
OPTIONAL
832 Sq. Ft. 1/2"
Insulating Sheathing
OPTIONAL FOR ALTERNATE FORMED FOUNDATION
(Wall Height Figured C 3'4" High)
3 Cu. Yds.
Concrete for Footings
8 Cu. Yds.
Concrete for Walls
7 Cu. Yds.
Concrete for Floor
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. P - 2 0 1
i
4u 5- 4!'
'111
� II
ToP,�FnJND E' v, O - o
t I— -- TOP/31=AB ELEV-
ANCHOR 80LTS(TYPICAL
dp ri l2ll
/ U NEXCAVATEb
41l GRAVEL BASE
W /
411 GONG, SLAB
(TYP) PoR
ANGHoR BOLT
LocsaTloN
- Jw
- Q
N! W
N:
J
r
W
OO
J
ril
pLu
�
qS
�0
L
IL
i
I
21/211
Ul
PROJECTION
OeDNDU17 PIPE
FOtZ ELECTF;,-�IC
SERVICE ---
=O
=Q
II _
0 �
TOP/SLAB Et-EV-AT DooK OM5, ELEV-O'�
NOTCH cUNc- �i1 OPC DooR ABovE E> EVE 8 "
t
it + _ `k --
1II-0i1 I li_O�I ii 0�
oil- 2 II
FOUNDATION PLAN (formed concrete)
A,
iZ --
---
bI--IP HEAD y.�RAGE �4�H
P�R E�E�pTION
icl'cu
r i
RIGHT SIDE ELEVATION
SCALE I/ell = 11 -0II
0
{
Ln
11
SI-411 �JI 4f
5' -4 I
/AB ELEJtOI
SL- CD
G�.RAG;IE FL00R
All c- p t-4 c , FLOOR w/
4 A&!,- tr icy
IeJ/ TURNED DOWN
FOOTING AT EDGES V�I/
4i1 6RA\/EL
�--ANCHOR BOLTS (TYPICAL
1/0-11 0 x 121I
TE M PO fz /�.P Y FO l� l�j
STb.KE� \
1Y
S
1=
�I`ZII
P RO J EGTIoN
11
I VI -= ' I GfzA\/E L
�i (CONDUIT PIPE
2-#4/ REINFaRGiNra RODS FOR EL.E.GTRIG
REMOVE FORM BOAIzPS SERVICE -
AFTER CaNGRLTF-
SETS
-TI
m
I II 0
TOP/SLAB ELEV AT DOOR ELEV-d-Z
I3/zAll (TYPIc4,1-) FOR ANCHOR
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