1986-778 BUILDING PERMIT
TOWN OF QUEENSBURY
No. 86-778
WARREN COUNTY, NEW YORK
PERMISSION is hereby granted to Carol Bray
OWNER of property located at Q V Rockwell Road Street, Road or Ave.
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
0
1. OWNER'S Address is RD #1 Box 260 td
Queensbury, NY 12801
2. CONTRACTOR or BUI LDER'S Name
Kevin Monahan
3. CONTRACTOR or BUILDER'S Address
RD #1 Box 1722
Lake George, NY 12845
0
4. ARCHITECT'S Name
H
5. ARCHITECT'S Address 0
a.
6. TYPE of Construction—(Please indicate by X)
(X)Wood Frame ( I Masonry ( )Steel (
7. PLANS and Specifications ra
No 24'x24' per plot plan, specifications and application
8. Proposed Use t05
Two—Car Detached Garage `t
0'
CD
$ 10.00 PERMIT FEE PAID—THIS PERMIT EXPIRES June 1 19 87
- w
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the co
town of Queensbury before the expiration date.)
Dated at the Town of Queensbury this 7th Day of November 19 86
SIGNED BY -� �2 -��-� for the Town of Queensbury
! c.T1��� Building and Zoning Inspector r,
TO BE COMPLETED BY BLDG. DEPT. ,
Application No.
alum O1 Queenitur1 Permit Issued 19 '
BUILDING and ZONING DEPARTMENT Permit Expires 19 _
BayandHaviland Road, R.D. 1 Box °"'"'h `r{
� 98 Zoning Designation 5��� �k�-'�'��'' "��' L-=''-�'�°��y ``'
Queensbury, New York 12801 E j`i lE Wi °; '
•
Variance No. , � �
I
I,y1 I- . lI 1' ti
, Site Plan Review No. ,, ( r.t
Approved by: ) 1. f:I I-- igs
APPLICATION FOR ?' a 44Je . . ._. 1U
P.M.
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: (Jr QQoL `\v1 A C C N(1,,�' G4VL 01.6.Y
P.O. Address `'C%j7 , '�i�(_K )F LI l2bv“) Tel. `1 ci . , --�-1 I%
gProperty Location: Tax Map No. / /
Street number or. building lot number .SL/ C,/ III
Subdivision name' (if applicable)
THE PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS BUILDING CODES IS:
E'J 1 k 0' 14\4'40 W1 Sin \1 fa.- . LK.(Ao\26 k J,r(_ N .- `)- t"1\
Name P.O. Address. Tel. No.
Name of buildert€ \r-) MoHI>111q0 AddressW \ \'18.3. UK.`;F..;kg Tel.-1(64 - \\ -
Name of plumber Address Tel.
Name of mason Y\ .. "" Address 1N .. " " Tel. h.
NATURE OF PROPOSED WORK: * ZONING INFORMATION:
`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 \Z,;�D ft X IS. ft.
' ' * Existing building(s) Size - U, ft X ft.
*
PROPOSED BUILDING AND USE: *
t Existing building(s) Use \ 'Fra�,.A't?j
Size of new structure 7). '-I ft X�,Ll ft *
Foundation-pier ab,crawl/partial/full *. Proposed building, distance from propetty line
(circle one)
* Front yard Vi \ ft Rear yard 4- ft
No. of stories (habitable space)
Height (grade to ridge) • ft. * Side yards "�S ft and \� ft
If residential, no. of families-- * If on corner,, setback from side street ft
No. of rooms(excluding baths) ---' * OCCUPANCY INFORMATION ,
No. of bedrooms * i
' No. Of bathrooms ��. . • * P�, RY BUILDING '-
Primary heating system � - * �' One family dwelling
Type of fuel * Two family dwelling
No. of fireplaces ..to be installed�'� * Multiple dwelling / Number of units
Will a, wood stove be installed?- * Permanent occupancy
Central Air conditioning? * Transient accupancy
* Business
BUILDING STYLE, PRIMARY STRUCTURE .' . • Industrial
•
' Ranch Contemporary Log 'cabin * Othet.
Raised ranch Mansion Duplex * If addition, what will use be?
Split level Old style Bungalow *
Cape Cod ' .Cottage Other * ACCESSORY BUILDING-
Colonial Row Town House * ' `V\ Detached garage/one car/ two ca./ car
( CIRCLE ONE PLEASE ) *' Attached garage/one car/ two car/ ' car
* * * * * * * * * * * * * * * * * * . . - Private storage building
ESTIMATED MARKET-VALUE OF * Other
CONSTRUCTION $ .� . , *
INFORMATION ON BUILDING SPECIFICATIONS, ON REVERSE SIDE OF THIS SHEET, TO BE COMPLETED!
Form BPA 4/86 and-vl
BUI'LDINU4 PERMIT APPLICATION CONTINUED -
BUILDING SPECIFICATIONS:
Type of construction, wood frame, fire safe,etc.
Will any second-hand or ungraded lumber be used? If so, for what? g.Y�
•
Foundation wall material oNt11.c.1 Thickness la 7o \V-s
Depth of foundation below grade (to bottom of footing)
Will there be a cellar? \ Heated or unheated? Floor sq. footage S- sq ft
Will there be a basement? Will any portion be used as living space? \�
(If so, what portion? . sq.ft. - - Type of use?
Type of roof - sloped/flat/shed/others\pere.D Material, df- roof - (f-
Size, wood studs "X 14 " spacing A "o.c. length (1 ft. •
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 Lit " spacing y I "o.c: span -\ ft.
Roof rafters "X " spacing o.c. span AA ft'. •
Roof trusses(pre-engineered) spacing "o.c. span ' ft.
Exterior wall finish-T \.. ( Of what material? CDC
Interior wall finish:"-
' If a garage is to be attached, describe materials to be used for FIRE SEPARATION:
Is there to be an opening between garage and dwelling? If so will a Fire-rated
door, enclosure, and self-closing device beYprovided?
Will a flue-lined chimney be installed? Height above roof ft.
Depth of chimney foundation below grade ft. •
' Depth of fireplace hearth ft. in.
Water supply - Municipal or private well
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 AFFIDAV 'I T 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 statement of all proposed work to be done (on the described premises and that all
provisions of the BUILDING ,CODE, THE ZONING ORDINANCE, and all other laws pertaining to
the proposed work shall be complied with, whether specified or not, and that such work is
authorized by the owner.
SWORN TO BEFORE ME THIS ' Signatur_-_ . �. .
r, owner's agent,architect,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.
•
•
(TEMP. I# IDATE `) r ., i
`; /,i•
CITY OR -
VILLAGE TOWNSHIP 1,�, {,;i�y . COUNTY •t -,..,:z,:j,i1 •,•__•
STREET AND NO.OR ROAD AND POLE NO. POLE NO.
1.�;-L' \�rl 1.l i( ems_;:') '
BETWEEN WHAT TWO
CROSS STREETS IS _ 1
PREMISES LOCATED? J z._i.` S \Cr)t J I}it3: lr ,,•.:_ � SECTION BLOCK LOT I 1
OCCUPANT'S BUILDING l
NAME [ill! ,ll Y•"1nC (.,{1_c(-0.0 \1<1r~l`/ OCCUPANCY i ;v 1 1 (�/ L. r
OWNER'S NAME •
'
AND ADDRESS - TEL)* F'
CURRENT
SUPPL x� ( �n 0 .!,.
f\l FROM THEIR I . OFFICE
BUILDING WORK I DEFECTS
IS NEW El OLD IS NEW ❑ ADDITIONAL REMOVED ❑
- LIST BELOW ALL EQUIPMENT WHICH YOU INSTALLED
No.of Fixtures& BRANCH OFFICE USE `
NUMBER OF OUTLETS Lamp Receptacles MOTORS HEATERS CIRCUITS
Lam- ONLY
tion Side Attach't H.P. Watts A.W.G. .
Ceiling Wall Recep'Is Switch Pendant Bracket No. Type Each No. Each No. Gauge INSPECTION
•
Out-
side
' Sub-
base
Base- .
ment '
1st Fl. -
2nd Fl. • .
3rd Fl. .
( ) 6-, 0 i , f_ s 4) , , k V" r-1 (.-Ai)
1,X- 111744''d
REMARKS: LIST OTHER ELECTRICAL DEVICES NOT SET FORTH ABOVE: DO NOT USE THIS SPACE.
This application is intended to cover the above-listed equipment to be inspected but if at time of inspection there is found additional equipment not above listed,
you are authorized to make the inspection and adjust the fee to cover the additional equipment,as provided by the applicant.
SIZE OF / )jtj d�f ELECTRIC SIGN TOTAL
MAINS ^ ' 1 FEEDERS '^"' LAMPS • WATTS
CHARACTER A-7 - ; e. t • S GAS TUBE SIGN
OF WORK It': •r pl....V ilk. tr EXPO
\ l� ) - EXPOSED GAS
TRANSFORMERS OF VA .
WORK TO BE (NUMBER) - (CAPACITY)
STARTED COMPLETED SIZE OF SIGN
SERVICE OVERHEAD UNDERGROUND MAKER
ENTERS • 1/(\
BUILDING • OF SIGN
•
INSPECTION REQUESTED El
OR AS NEAR AS
POSSIBLE \\ \,L``�:�() NEW OLD ri
-AVOID DELAY BY GIVING FULL AND ACCURATE INFORMATION.ALL SPACES DATE OF
MUST BE FILLED IN OR APPLICATION MAY BE RETURNED. APPLICATION
PRINT NAME AND ADDRESS •
NAME OF• L_ lir SIGNATURE
APPLICANT t U l\-) ,°�
I\ O!v-r.'\>">� OF APPLICANT �
STREET.ADDRESS '' \ \''')C.r,C \ly "l 'r TELEPHONE# V' h `tV
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CITY OR ZIP i z') LICENSE NO.
POST OFFICE 1 ';a Y.:.. (.,.....A �i lbl i'- i CODE t- - -3 WHEN APPLICABLE
46 EL (REV. t/86) A SEPARATE APPLICATION MUST BE FILED FOR EACH SEPARATE BUILDING
Jown of Quenibur #
BUILDING and ZONING DEPARTMENT
Bay and Haviland Road, R.D. 1 Box 98
Queensbury, New York 12801
BUILDING INSPECTOR ' S REPORT
NAME A
LOCAT ION—j A
Date S „I.8 / -Permit No. (e
✓ = APPROVED - YES / NO
Footing/Pier Forms
Foundation
Waterproofing
Backfill
Framing o,�1
Roofing 1
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
DRIVEWAY APPROVAL
Final Building Survey
Next scheduled inspection (call when ready)
Remarks-
. rii/1///16
Building Inspector
6/86 and-vl
1t2,e- d 0131 q.:2,0 /9 g
awn of Queenalury
�l�
BUILDING and ZONING DEPARTMENT
l'O -4 Bay and Haviland Road, R.D. 1 Box 98
1 ` Queensbury, New York 12801
BUILDING INSPECTOR ' S REPORT
NAME )3 V
LOCATION � U c4 /(d ,p6,Tig
Date /( / 4 Permit No.f�;tiA•,
* * * * * * * * * * * * * * * * * * * * * *
✓ — APPROVED - YES / NO
Footing/Pier Forms 04'1
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 r
Smoke Detectors I
Chimney
INSULATION:
Foundation
Floors
1
Walls
Ceiling
FINAL ELECTRICAL INSPECTION
DRIVEWAY APPROVAL
Final Building Survey
t
Next scheduled inspection (call when ready)
Remarks-
(47)1/6/1"
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 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,
SLOPE TOWARD DOOR
FOR DRAINAGE
6"x6" REINI°CAICING MESH 4" CONCRETE
HOLD DOWN BOLTS _ r
r
-- -• - - e GRAVEL 7
-T- -- i �. --- - I I _.:�
i 1 Li ''
TO 6" BELOW FROST LINE, IF REQUIRED
5. 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.
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 22" 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 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 pre, cut 2"K4"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 "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".
Ground
stake / TOP 2x4 ADDED
2x4 FRAMING; 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 2"x4" 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. Add 2"x4" tie plate to top remaining wall panels.
18. Lay rafter ties approximately 4'-0" o.c. across top plates and tack nail in place to
form a working platform for the erection of the rafters. Temporarily brace platform
from below.
z
WITH
CAR GARAGE
STORAGE AREA
\V
k,11 \II
19. Cutting rafters is simplified by following the rafter diagram provided on the plan.
Layout and cut two rafters to size and set in place to check for accuracy. (Be sure
to use the same rafter as a pattern to make all additional rafters).
RIDGrEBOARD
RAFTER
t
PLATE CHECK RA4R
END CUT TH
STUD-• PLUMB BO�
20. Erect and "tack -nail" the end rafters in place and brace temporarily. 10 or 12 feet I
from the gable end erect a second set of rafters. Slip the ridge board into position
and support at each end with a 2"x4" stud. Be sure ridge board is level, rafters are
plumb. The remaining rafters can now be put in place. Nail collar ties to rafters.
Before nailing the rafter ties in place we suggest that you check your garage door
hardware manufacturers instructions as well as your automatic garage door opener
instruction for the minimum clearance required from top of the garage door opening
to the bottom of the rafter ties. It may require that the first two rafter ties at the
front of the garage be set up off of the top plate in order to gain the clearance
required (see diagram below).
Plate Line
Check manufacturer'
instructions for
minimum clearance
required- for garage
door hardware and
automatic door open
Raise rafter tis
for additional
clearance if
required
Nai I 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.
lay V'°
1 tl
21. Add 2x4 gable studs, gable end blocking and any other framing necessary, as shown
on plan.
22. Apply z" 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 same rafter.
23. 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.
24. Trim out door opening with iambs and casing.
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 walls.
26. Trim eaves and corners. Install service door.
27. Install garage door following the manufacturer's instructions included with door
package.
28. Paint or stain siding and trim as desired.
MATERIAL LIST
Quantity
Size
Description
Board Feet
2 PCs .
2x4 - 14'
Wal I Plate Treated
19
4 PCs.
2x4 - 12'
Wall Plate Treated
32
1 PC.
2x4 - 10'
Wall Plate Treated
7
76 PCs.
2x4 - 8'
Precut Wall Studs
405
4 PCs.
2x4 - 16'
Wall Plates
43
2 PCs.
2x4 - 14'
Wall Plates
19
4 PCs.
2x4 - 12'
Wall Plates
32
2 PCs.
2x4 - 10'
Wall Plates
13
3 PCs.
2x4 - 8'
Wall Plates
16
2 PCs .
2x 12- 18'
Header over Garage Door
72
2 PCs.
2x4 - 16'
Header Blocking
21
1 Pc.
2x6 - 12'
Header
12
1 PC.
2x4 - 8'
Header
5
8 PCs.
2x4 - 8'
Cripple Studs
43
2 PCs.
2x6 - 16'
Garage Door Hardware
Surround
32
6 PCs.
1x4 - 12'
Corner Brace
24
6 PCs.
2x6 - 14'
Rafter Tie
84
6 PCs.
2x6 - 10'
Rafter Tie
60
2 PCs.
1x6 - 12'
Splice Plate
12
28 PCs.
2x8 - 14'
Rafters
522
2 PCs.
1x10- 14'
Ridge Board
23
3 PCs.
1x4 - 10'
Hangers
10
12 PCs.
lx6 - 8'
Collar Ties _ _
48
- 16 PCs.
2x4 - 10'
Gable Studs
107
2 PCs.
2x4 - 16'
Gable Blocking
21
24 PCs.
4'x8'-1/2"
CDX Plywood Roof Sheathing
768 Sq. Ft.
52 L.F.
2x2
Soffit Nailer
17
4 PCs.
1x6 - 14'
Rake Fascia
28
12 PCs.
1x8 - 14'
Fascia & Soffit
112
56 L.F.
Rake Shingle Mold
-
2 Rolls
15#
Roofing Felt
-
7 2/3 Sqs.
235#
Asphalt Shingles
-
1
5'4"x2'3" R.O. Aluminum Garage
Jolousie Picture Window
-
1
16/Ox7/0
Sectional Up & Over Garage
Door complete with Track
and all necessary hardware
-
1
2'8"x6'8"-1-3/8" Garage Service Door
-
48 L.F.
lx4
Door Jambs
16
48 L.F.
Brick Mold Casing
-
2 Rolls
36" Wide
Aluminum Foil Kraft Paper
-
8 PCs.
1x4 - 8'
Corner Boards
21
935 S.F.
7/16"x12"
Horizontal Hardboard Siding
10 1/2" Exp.
935 Sq. Ft.
1 Pc.
1x8 - 12'
Gable End Drop
8
48 L.F.
Shingle Mold Door Stop
-
1
30"x30"
Square Colonial Cupola with
Metal Roof & Optional
Weathervane
NAI LS
22 Lbs.
16d Common Nails Coated
12 Lbs.
8d Common Nails Coated
8 Lbs.
6d Common Nails Coated
11 Lbs.
8d Galvanized Siding Nails
29 lbs.
1
1/4" Galvanized Roofing Nails
3 Lbs.
8d Finish Nails
1
Key In Knob Cylinder Lockset
1 Pr.
3 1/2"x3 1/2" Door Butts
25
1/2" Dia.x12" Anchor Bolts with Nuts &
Washers
13 1/2 Cu. Yds.
Concrete Slab Foundation and
Floor Concrete Figures 'Base
Upon Level Site Conditions with
Gravel. Base
624 S.F.
6"x6"-#10
Wire Mesh
200 L.F.
1/2" Dia.
Reinforcing Bars
OPTIONAL
800 S.F.
1/2"
Insulating Sheathing
9 Lbs.
1 1/2" Galvanized Sheathing Nails
OPTIONAL FOR
ALTERNATE
FORMED FOUNDATION
(Wall Height
Figured @
3'4" High)
3 1/2 Cu. Yds.
Concrete for Footings
8 Cu. Yds.
Concrete for Walls
7 Cu. Yds.
Concrete for Floor
0
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a
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Loc,a,�T►o�i
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Hanj �-TId
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fi L.L, - o l- �01)1 1
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ALTERNATE FOUNDATION
PLAN (formed concrete) 2Nx4' O�ockiW
SG..E �141 -a l CW_3211 OrC r 1
t We' RAKI= aRG
1'0-8" SOIT17
NOT E
cAuLk
ROOF PEsl rw� : LIVE l MrAn �a#Pe,F.
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