2004-872 TOWN OF QUE ENSBURY
f*^� 742 Ba Road eensb NY 12804-5902 518 761-8201
Y Qu may, )
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF OCCUPANCY
Permit Number. P20040872 Date Issued: Friday, October 26, 2007
This is to certify that work requested to be done as shown by Permit Number P20040872
has been completed.
Location: 145 BIRDSALL RD.,OFF
Tax Map Number. 523400-289-017-0001-045-000-0000
Owner. WALLACE & KATHLEEN HIRSCH
Applicant: WALLACE & KATHLEEN HIRSCH
This structure may be occupied as a:
Garage - 3 Cars Detached By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the (''''''' avi) ,411-1
property owner of the responsibility for compliance with Site Plan,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
Building Application
A lication
Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY
(518)761-8256 .
A permit must be obtained before beginning construction. Permit File No. 7
No inspection will be made until applicant has received a Foe Paid 4:spy„R
00
valid building permit. All applicants' spaces on this Rec.Fee Paid $
,99.1„)
/, 1
application must be completed and must appear oi1 n the
V , application form. Reviewed By:
Applicant.1)
y tyi r I owner: �A rn,Address: Coo'',`die o Address: C9
(lens ra ils ;� 1
Phone# �i 1 a u ` Phone# O M
N ' ;� 04
7
(k-6 1ct'3 iq-i ylto.k1 ) , {
Property Location: Lot Number: / House Number /v� / 8, .r OcC e -
Subdivision Name: C'o 1 e-i LaI e Tax Map Number: a o 9 /7/--V'.1
)
t New Building: �ro�/commercial Estimated Market Value of Construction: $ 2o, )5
O Addition: residence/ commercial If an Addition,what will use of new addition be?
0 Alteration: residence/ commercial
O No change to exterior size: residence/com'l •
o Other work(describe )
Check Occupancyinformation 1"Floor 2"Floor Other floor Total
Below sq.ft. sq.ft. sq.ft. Square Feet
O Single family dwelling
o Two family dwelling
o Townhouse -
O Multif211i ly dwelling '
#of units
o Office
o Mercantile
o Manufacturing
O 1 car detached garage
O 2 car detached page
3 oar detached garage MN 5Y..A0
O 1 car attached garage
0 2 oar attached garage
O 3 car attached garage
0 Storage building-
commercial
O Storage building-
residential
O Other .
What is the proposed height of the structure 0 feet inches
Will any second-hand or ungraded lumber be used? If so,for what? f J
Type of Heating System: electric/ oil / gas/wood /forced hot air/ baseboard/other: ® '
Number of,Firevtaces to be installed 0 Number of Woodstoves to be installed
List below the person(s)responsible for supervision of work as regards to building codes:
Name I Address- Phone Number
Builder f ,4 r/ dot r
oav e r io t,. r B7�L C CI °`" 79' -0 lG
Plumber o, r ueC ,Rv gy p. ,0 44
•.a- 7QA-011L
Mason ,, 70 Pi ,kip 'i ,, five., 79 3- 99j'
Electrician aria- (1.0 r 7Q `,r ,-
Declaration: please sign below after you have carefully read the statement
To the best of my lmowledge 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 noted,and that such work is authorized by the owner. Further,it is understood that l/we shall
submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning
Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual
location of all new
c
Signature: owner,owner's agent,architect,contractor
• Queensbury Building & Code Enforcement - Resides ial F' •1 Inspection
Office No.(518)761-8256 Ll( -24Ci Arrive: • e
Date Inspection request received: Inspector's Initia .
NAME: ( 0-CC t PE IT#: 0
LOCATION: D
TYPE OF STRUCTURE:
Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches _
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq. ft. vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq. ft.
Emergency egress below grade \t om;0 6 c-D��
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area A`
h
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'/2"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/3/4 hour fire door/door closer
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical ✓
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
Okay to issue C/C or C/0[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
Framing/ Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p Depart. -31c—Im/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:
.\\
NAME: � C .� PERMIT#: ov__r7 - /
LOCATION: 1�J}�".:�SC.A� � INSPECT ONA
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Attic Access 22"x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams I 1
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
1 `/2(w) 16 gauge(8) 16D nails each side
Dra stopping 1,000 sq. ft. floor trusses
hor Bolts 6 ft. or less on center
e and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side % inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
Prr)
Foundation Inspection Report / 3 ;-
Office No. 518( ) 761-8256
8 56 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/p gti Depart: a m
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:'
NAME: PERMIT#: 0 1,
li
LOCATION: \LLS INSPECT ON: --0./1-0
TYPE OF STRUCTURE: r\ 3`
Comme
Y N N/A
Foo ' gs
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsibleor(
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:SueHemingway\Building.Codes,Inspcetion.FORMS\Foundation Inspection Report.doc January 28,2003
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins ection request received:
Queensbury Building &Code Enforcement Arrive: /c am/pm Depart: am/pm
742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ,A#...
NAME: \\CLCQ 1k Y` 0-> PERMIT#:
LOCATION: \L\Si.(-Y-A 1\ 8 INSPECT ON: -1:2 -4 /-1
TYPE OF STRUCTURE: :,` /
Comments
Y I N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wall.pour
Reinforcement in Place
Foundation Dampproofing
Foundation/Waterproofing
Type of Dampproofing/Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inc above footing
I poly for wet areas under slab ,
_
ckfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:'Suehemingway\Building.Codes.Inspcction.FORMS\Foundation Inspection Report.doc January 28,2003
P \13 b
Queensbury Building & Code Enforcement - Resident a Fina nspection
O e Noo.(518)761-8256 Arrive: V ilk> / in
Date pection request received: Inspector's Initials:
NAME: i f � I PERMIT#: —872
LOCATION: - yc i . 941- i--„- DATE:
TYPE OF STRUCTURE:
171/P _ Comments
Yes No N/A Building Number/Address visible from road {
Chimney Height/"B"Vent/Direct Vent Location CRAMI OC7 Pk_
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete -1:(1
Platform at all exterior doors f 1
Guards at stairs,decks,patios more than 30 inches above grade �� , 13 l-a
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more / ''"'� \ v
Handrail Termination at Newell Post or Wall '¢
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers
Grade away from foundation 6 inches with 10 feet 1,:` t _i A•\i .--- - '
6 inch clearance to sill plate
Gas Valve shut-off exposed/regulator 18 inches above grade fi ' 7.- h
Interior privacy/trim!doors/main entrance 36 inches !—
Bathroom/Kitchen watertight \W C
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'V2"Gypsum `,U � ,
Basement stairs closed rise>4 inches
x Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer * e C::,
Duct work Sealed properly '
Gas Logs in Sealed or Glass Enclosure
Final Electrical ( I
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Site Plan /Variance required I
Flood Plain Certification,if required
Okay to issue C./C or C/0[Temporary/Panama] • ?
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Fi nspection Form revised_100405.doc
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GENERAL NOTES
` INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM CD
A SITE PLAN DRAWING PREPARED BY JARRETT—MARTIN ENGINEERS.
\ REFER TO JARRETT—MARTIN DRAWINGS FOR ALL SITE DETAILS ANDCL
\ SEWAGE DISPOSAL SYSTEM INFORMATION. THIS DRAWING IS FOR
CD
' LOCATION OF GARAGE ONLY AND GENERAL ORIENTAION OF
C-,)
SEWAGE DISPOSAL SYSTEM.
ca-
\` GARAGE VARIANCE GRANTED 20 APRIL 2005 FOR 850 SF GARAGE
\� 101 \\ WITH AN OVERALL HEIGHT OF 20'-0". No. DESCRIPTION DATE
OA
\ REVISIONS CD
n .
' 10
6
I.R.F. /.JOB
\
LEGEND CD
/ 2 N
PROPERTY LINE L L.I r `D
�H o
11SD 12
\ ---------------------- PROPERTY LINE SETBACKS ��',¢
T\1224 \ ----------330---------- EXISTING CONTOURS W z� o +
/ ' / / + + 1 �1 '
maw Ln
\ I.R.F. \ 330 NEW CONTOURS Ld a N
\ Z U
E E E E UNDERGROUND ELECTRIC SERVICE a J -
/ SANITARY SEWER Q J z Z
w w w —w WATER SERVICE J — atOo E W 0 F
c E Apo_
E EDGE OF PAVEMENT r uO c4 O LL O Lj
fl. Z
0 1 — � p Q—
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/ to QT ~W FW-
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EXISTING >\/ < `\ \ ` (� Q Q T— s z
\ \ \ v ,� V aoao�s
RESIDENCE \ \ > \ i \ z L Z of
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of
(UNDER CONSTRUCTION) --- �\ '� \YA V n C �"� L °� a Q
\ \
LANDS N/F OF ' = O +�, N v o o ;` O
o KEWN & ANNIE P. DINEEN 1
BENT / / / '` '.� \\ "�\ ` BOOK 1077 PAGE 231 I \ tY w co V) >Li-w
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
`\ ,\ �F \ RECOMMENDATIONS TRADE
. DRYWLL' , 0 \\ \\.Q\ yy ASSOCIATION PUBLISHED
' `� \ `�'F`\ c \ RECOMMENDATIONS AND
\\� . .G \\\ cRusHEO sravE \ \\\\ `\ CONSTRUCTION GENERALLY ACCEPTED INDUSTRY
CAMPADO PRACTICES.
PROPOSED \\\ �` � \\
GARAGE
LOCATION
BtAcxroP \
/ i/y /// \\ \ \ i
Qa \\ r
'`�
c��/
LANDS N/F OF `\ �, \\\\\�oQ
\ RUSSELL G. & LINDA J. WHITTLE
\ BOOK 856 PAGE 245 O� �Q�\\ `\ ALL \
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APPROX. EDGE I \\ r
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AL
Y \ OF W�LAND
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I
MUD
P O ND TOWN�seQdU onNoBURmBted`ex�am��a examination
'�I` I compphence with our comments shall
1L \ , not be oonstnaed as Indicating the �IiEDplans and ARe
tCOMPIkionce wis�BWMhg gl
\ \ I of New York State.
\
` Copy ®27�.�
` I 0Pr�
\\\ \ I LANDS NIF OF : »wr
1 THOMAS A. HUGHES, Etat 4 40 `' " '''`�`• ' !°? '` JIM � CAD FILE NAME
\\ ! \\ r BOOK 821 PAGE 141 f� n ACAD\HIRSCH\C—t
\ \ \ BUIL.DING & 4�0� T. SCALE 1•_ZO'—O'
REVIEWED BY
\ r DATE y os� DRAWN BY
\ DRAWING TITLE
O�
RECEIVED PROPOSED
SITE PLAN \\ I _
1'=20'-0" \ �'�''� 2 5 2005 GARAGE
TOWN OF QUEENSBURY SITE PLAN
. BUILDING AND CODE
\ 1
I
` DRAWING No.
G_1
LEGEND & NOTES n
n
a
STUD WALL - 2x6 AT 16" O.C. AT EXTERIOR
- 2"x4" AT 16" O.C. AT INTERIOR BEARING WALLS. Ln
- 2"x4" AT 24' O.C. AT INTERIOR NON-LOAD BEARING WALLS
FRAMING IS WWPA SPF#2 EXCEPT AS NOTED. in
- 750fb - 1,100,000 E
�•-INDICATES MEMBER, SIZE & SPACING.
n
(2)-Wo•8 o INDICATES BEAM SIZE.
ca
N ® POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4' OR LO
No. DESCRIPTION DATE
LINE OF 16' _ 2"x6" TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED.
a GARAGE HEIGHT - REVISIONS
< RESTRICTION FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS
N ---------------------- ----- --------------- - ----- NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE R,
vn
TREATED.
SCHEDULE WINDOW S a o LVL MEMBERS ARE BASED ON BOISE CASCADE VERSA-LAM. O N 3
co
WINDOW MODEL # REQ'D. LIGHT ACTUAL REQ'D. VENT ACTUAL EGRESS WINDOW a 12 1 TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS B Q y
ROOM NAME TOTAL SQ. FT. & QUANTITY AREA MIN. UGHT AREA AREA MIN. VENT AREA OR DOOR 10 M PREPARED BY A LICENSED ENGINEER OR ARCHITECT. GROUND SNOW LOAD 70 psf. Q - o
I ATTIC STORAGE ATTIC STORAGE LOADING - 30 PSF lt1 oZ a z �
GARAGE 850 (2) 244DH2440 NR 11.76 NR 7.06 NR o . �,o W
BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL = }z o
ATTIC STORAGE 438 (2) 244DH2440 NR 11.75 NR 7.06 NR o m ��`` \�` T LATE AT STRENGTH OF MEMBERS. Q J n
WINDOW DESIGNATIONS AS MANUFACTURED BY: ANDERSEN WINDOWS 200 SERIES N z - _-_ - 81 1 2" A.F.F. STAIRS:- ALL RISERS & TREADS TO BE EQUAL o
WINDOWS AT STAIR LOCATIONS ARE TO HAVE TEMPERED GLASS Z
- STAIRS WITH MORE THAN 1 RISERS TO HAVE A HANDRAIL <C o 0
tw - (BOTH SIDES 1F BOTH ARE OPEN) " J E Q s Z
a}o LOW HEADROnu DBL, 2x12 MAXIMUM BALUSTER SPACING 4 CLEAR _I W 0
GARAGE DOOR DOOR HEADER - OPEN PLATFORMS OR PORCHES MORE THAN 30" A.F.F. OR A.F.G. Q c N E o �o a
o CONCRETE FOUNDATION TO HAVE GUARDRAILS. v r LO N o L o
TRACK BY MFR. _ = rn o i Q z o
WALL WITH 5 BARS VERT. - 4! u L 0 o W
a AT 40 O.C. - PROVIDE 3- 5 CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTH OF 3000 psi FOR Y v z m o o'' o
BARS HORIZ. REINF. FOUNDATION WALLS AND FLOOR SLABS. PROVIDE DEFORMED REINFORCING (n v a'•L ° s z >
w 4" CONC. SLAB BARS IN ACCORDANCE WITH ACI RECOMMENDATIONS (GRADE 60) z m to 00 00
Il av u��n L a� -0� _
" GARAGE v v� Q
36-6 v �I PITCH TO DRAIN
Q p 8" CONC. FROST WALL V g o - a
Q O Nv OvE
I I
W co fn >lL.W
I Z
I
—CONC1 FOOTING WORK IS TO BE AS SHOWN &
W/2-#4 BARS CONT. NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
BUILDING SECTION RECOMMENDATIONS, TRADE
I I
1/4"=1'-O" ASSOCIATION PUBLISHED
I i RECOMMENDATIONS AND
I
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
I ---------------------------------------------- , PRACTICES.
OVERFRAMEO DORMER 2'-4"
I i W/SIDING & SHINGLES
I
TO MATCH GARAGE
(TYP. FOR 2)
o I I LATERAL WEB BRACING
I i STORAGE TRUSSES AT 24" O.C. BOTTOM CHORD
_ LINE OF 16' AS SPECIFIED 8Y TRUSS MFR.
N 3 " ,-0" ; o - GARAGE HEIGHT
I - _ _ _ ----- RESTRICTION BRACING
STAIR TO STORAGE ; ;H N -
AREA ABOVE
14 RISERS AT 8-1/4"t i _ -
I 13 TREADS AT 9" ----- ; TRUSS
I I
SHEATHED PARTITION ------- i .LINE DIAGONAL� LATER.1►L NEB_BRACING AT EACH
W/HANDRAIL AT 34 --- --- i
___ ___ AT EACH GABLE END - ALSO AT_-----------ABOVE NOSING TO e
INTERVALS NOT EXCEEDING TWICE
cl
-------------------------------------- --- --- THE HEIGHT OF THE TRUSS. NOT
-------- TOP-OF- #ANDRAIt------- -
2 PLY TRUSS UP LESS THAN ONE LINE OF DIAGONAL Q�
DBL. 2x12 I i BRACES ON EACH WEB.
W/BLOCKING AT
HEADER (TYP.) STAIR OPENING p �i
'n WINDOW AT END WALL OR
_ - LATERAL WEB BRACE F�
STAIR TO HAVE GABLE TRUSS
1 TEMPERED GLASS TRUSS
I I I I N
_ APPR0 X. 45
---- ---------- ------ ---- ---------- -------- --- ---------- ---------- -- --- PARTIAL SIDE VIEWy
8-r0 8'-r0' 8'-r0" 3'-0" APPROX. 45'
TRUSS-",,..
0
5'-9" 9'-10" 9'-10' 5'-3'
30'-8'
5'-10' 2' 4" 2, 4" s
5'-3:- 14'-6j" 5'-3 ---It
FLOOR PLAN 2 BY BOTTOM .�
RIGHT SIDE ELEVATION CHORD BRACE
1/4"=1'-0" EXT. WALL
6'-7j" 6'-0" 11'-3" 6'-0" 6'-7j" 6.
2'-4"
2 BY DIAG.
- BRACES
- — - — _— - — - EACH END ,
— - - - - — - PARTIAL PLAN VIEW
LINE OF 16'
---------------- - -_ ------- - - - T
GARAGE HEIGHT
-- ------- - ---------------------------------------------------------------- - - ------ RESTRICTION
7 _ - _ - - - - = TYPICAL TRUSS BRACING
BRACING DETAILS ARE GENERIC IN NATURE. IF BRACING DETAILS ARE PROVIDED BY
TRUSS MANUFACTURER CONTRACT SHALL FOLLOW TRUSS MANUFACTURER BRACING DETAILS
IN LIEU OF THESE GENERIC DETAILS
o - - � D�c
N — -- PETS CAD FILE NAME
10 i f ACAD\HIRSCH\A-1
scALE AS NOTED
l DRAWN BY
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DRAWING TITLE
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�� �� ^ emu � �� ❑ ❑ EIE] EILE] GARAGE PL
ANS,
C� ❑ �� ( C� ❑ �� [� ❑ LEFT SIDE ELEVATION ELEVATIONS
AND SECTION
FRONT ELEVATION DRAWING No.
1/4"=1'-O" A_ 1