2004-819 TOWN OF QUE E NSBURY
742 Bay Road, eensb NY 12804-5902 (518)761-8201
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number. P20040819 Date Issued: Tuesday, December 05, 2006
This is to certify that work requested to be done as shown by Permit Number P20040819
has been completed.
Tax Map Number. 523400-289-017-0001-045-000-0000
Location: 145 BIRDSALL RD.,OFF
Owner. WALLACE & KATHLEEN HIRSCH
Applicant: WALLACE & KATHLEEN HIRSCH
This structure may be occupied as a:
Demolition
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, (T-.
4)
Variance, or other issues and conditions as a result of approvals by the Directo ng& de re ent
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20040819 Application Number: A20040819
Tax Map No: 523400-289-017-0001-045-000-0000
Permission is hereby granted to: WALLACE& KATHLEEN HIRSCH
For property located at: 145 BIRDSALL RD.,OFF
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: WALLACE & KATHLEEN HIRSCH
Demolition
49 COOLIDGE Ave
Total
Value
QUEENSBURY, NY 12804
Contractor or Builder's Name / Address Electrical Inspection Agency
ELLSWORTH EXCAVATING
57 ELLSWORTH Ln
LAKE GEORGE_ NY 12845-0000
Plans&Specifications
2004-819
DEMOLITION OF SINGLE FAMILY DWELLING
$20.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, October 29, 2005
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Towti oT neensbxl y; Friday, October 29, 2004
1 e rs r /7
SIGNED04-
BYvr for the Town of Queensbury.
� a x
Director of Building&Code ghforcement
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518)761-8256 Arrive: ' a am/pm DJ art: am/pm
Date Inspection request received: Inspectors Initials:
NAME: /r3(',� .. PERMIT#:
LOCATION: i Ex/_ DATE:
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: /9
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 l/
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq.ft. 6U\k? (jr
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''Y2"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/O [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc
c
Permit No ‘'L I. `1 I
Application for Demolition Permit Fee Paid0
Building&Codes Office—Town of Queensbury 742 Bay Road Queensbury,NY 12804
(518)761-8256 Notes: _
Instructions/Requirements for a permit:
Fill in all applicable spaces and submit two(2)plot plans,drawn to scale,showing lot boundaries with dimensions and adjacent roads/streets.
Show all existing structures on the property and indicate which are to be demolished. Indicate on the plot plan the location of all utilities.
1.
..App i+want Ow$ _ . Parson Respaii sible"for
/J4/r CC� C� W tIL" lj / CG� �/' i s fl tz}ceG 17A4/L12:
. � 3 y s 7 c:-eg A,Ie
: g y;
I9 ccdre7.e�t-- 1p 4Ue
7y3-59)4 (i sue) ?� _7 e3 Z 7Vz 7
;Phony _ 7 l3 -5 33
2. Location of demolition: /�j D/ ce//�ci 3. Tax Map No.
4. Where will demolition material be disposed of? 0a91-e ,j/( n?c' e-
y
5. Asbestos Information
A copy of Asbestos Removal Report must be filed with our office before demolition begins.
a. Is there any asbestos within the building to be demolished? (l Yes 2I No
If YES, our office needs the following information: 2' 04
b. Name of firm removing asbestos: N/4
c. License number of firm:
d. Indicate location where asbestos material will be disposed
6. Structure Information
a. Indicate which structure(s)will be demolished:
Residence; garage; Estorage building; ❑business; pother C''Rmp
b. Size of structure: ft.by 3.c"-- ft.
c. Number of stories 1
d. Foundation type: full cellar; Scrawl space; Klab
e. Foundation: ®will be removed; Owill not be removed
f. Structure(s): ®will be replaced; ['will not be replaced
7. Utilities Information
Indicate utilities for this structure:
gas electric ®propane ®onsite well-water pump
Opublic water public sewer
Have you notified the Town Water Dept._for public water and public sewer disonnect? EYes BINo
Have all utilities been dis nnected? Yes ONo
Signature of Applicant: Date: /0/2/ _
8' TO SHORELIN GENERAL NOTES:
E ` Iti G-1) SURVEY A MAP INFORMATION PROVIDED BY DAVID J. BOLSTER, LICENSED LAND SURVEYORS,
\ ENTITLED "MAP OF A SURVEY MADE FOR WALLACE R. & KATHLEEN S, HIRSCH." SURVEY DATED
®APPROX. LOCATION OF NOTE.CI-2 APPROX. LOCATION OF DECEMBER 15, 2DO3.
Y
D \
�NEEN RESIDENCE C1 EXISTING WELL; ?ER
FIELD OBSERVATIONS �
G-2) FINAL DESIGN OF STORMWATER AND WASTEWATER SYSTEMS TO BE COMPLETED DURING SITE
�t PLAN REVIEW. STORMWATER AND WASTEWATER SYSTEMS SHOWN ARE FOR CONCEPTUAL PURPOSES
(b5�,1on �Jon�YD( fXifnl✓ �L Q" ® BOUNDARY ONLY.
��SfK�cC� F(IOf �p &VWItt/0+1 Onp M(6V 4-t'�• �",.�./',� � ADIRONDACK PARK � DRAWING NOTES:
/11D
�LIMA1,^ (p / t` f CiI 1+1 C1-1) NEIGHBORING WASTEWATER LEACHING SYSTEM TO BE RELOCATED TOWARD REAR (SOUTHEAST)
��t( Ve
r a "Np�� / Alas OF PROPERTY IN SPRING OF 2DO4.
S hvvve 0 PR0P0�D'"OOD KTAM G `/• C1-2) LOCATION OF DINEEN RESIDENCE PER FIELD MEASUREMENTS NBY JARRETT-MARTIN ENGINEERS.
/ �GQ �Y PLLC. NOT AN ACTUAL SURVEY.1 4 �� s "06 SITE AND ZONING REQUIREMENTS:
Alb �
►ROPOBED STONE WANING NNLLL / � >•IWP� W00�ILA'KW a• S ZONE: WR-IA WATERFRONT RESIDENTIAL ZONE
EItISTNt LOT AREA" - 0.85t ACRES (37,161t SF)
Curt �r�cc WALKING II AL REMOVE KA,/,Q NNM/ENr \V TAX MAP NUMBER: 289.17-1-45
TO /// ` REOUIRED EXISTING PROPOSED
/ ADMI DIpVEMM'r;
�GI��2Zc� / sm. FEI1il=AND WJLCH WWi BUILDING SETBACKS
RESIDENCE
`- �1 1� yf, ® PROPOSED WELL: � / / � / � " APPROX. LOCATION OF V LOCATION PLAN
hc,' C(dV t INS [C 1' "a NEIGHBORING WASTEW a Un MINNNJN t00' FROM ALL / / / /// o i"1- FRONT 30 FT.. 1853 R
1 TER LMICHNG SYSTEMS, E/ G�AOE SYSTEM (COVERS EVI IN DE) L-Fw µTs �E 20 FT 2].Sf FT
OF �NEI LLE40 G sRLLrD UNTIL MYSTFM 71I �8 / / r//// // * �\ BACK 20 350* TFT
/ ! // Y LANDS N/1"OF SHORELINE R11 FT 31 f FT 41 FTFT
", i• / / / & !AAWK P,OACEN
Par �p �G�•l • // / sr i \\ 077 PAGE 131 V GARAGE
1 �O` \ \ FRONT 30 FT-- lozf rT
\\, BACK 20 FT 199f FT
SHORELINE 5O FT 99 FT
APPROX, LOCATION OF ♦ j`, / / / a• i /C\ ` \\"t" ��� \ MINIMUM LOT SIZE 1 ACRE 853 ACRE aR+ A R
/ �k / /
NEIGHBORING WELL ♦ �/� �/ ^�.r
� MINIMUM LOT WIDTH '(SO FT 1133 FT ,-p3t FT
APPROX. LOCATION °""P / \ \( \ MINIMUM LOT DEPTH NA
OF NEIGHBORING WASTEWATER NOTE. �� 11 •/// �" ` \
SYSTEM C1 •,�•X/ / / i ` e MAXIMUM BUILDING HEIGHT 28 FT (principal)
16 FT (garage)
//�SUBSURFACE INVESTIGATION: MINIMUM PERCENT PERMEABLE 65% SEE CALCULATIONS BELOW
� i 7 / /7 \ r.�
(percolation tests preformed prior to embankment exoavatlon) r e FLOOR AREA RATIO f FAR1 0.22 003 Q12
/ DICYr1EL1 ` p ` \
TES PIT30' MEDIUM TO COARSE GRAY SAND ♦ G�� P. 3 \ ' PRE-EXISTING NON-CONFORMING
00
30 - 72" FINE TO MEDIUM GRAY SAND ♦ `` 0� 11.E11CI#NG 9YSEEM ARG; '• 30 FT FRONT YARD AT ROAD, 50 FT AT SHORELINE
72" BOTTOM OF HOLE (BOTTOM 36" BELOW PROPOSED FINISHED GRADE) \ 4 ` ♦ 100' (NB4) FROM WETLAND
\ PERCENT PERMEABLE(exlstlnp):
NO MOTTLING OR HIGH GROUNDWATER NOTED 11MRMMWTER ♦ \ (percent permeable =total site-total impermeable/total ells)
TEST WN BASIN
0 -72? MEDIUM TO COARSE GRAY/BROWN SAND W/ GRAVEL AND COBBLES T.P. �1 d,♦ ` 2��0� \ \` \N EXISTING 1.265USFG PATIO, DECK)
72" BOTTOM OF HOLE (ENTIRE TEST PIT COMPLETED BELOW PROPOSED P,T, 1Y1 �5
FINISHED GRADE) g _ \\ oe� ♦ PARKING AREA (INCLUDING DRIVEWAY, WALKWAY)
� yap ♦ �� ` a \ EXISTING 3,601 SF
NO MOTTLING OR HIGH GROUNDWATER NOTED V* �' ♦ y a
TOTAL IMP RVIO 1c
TEST PIT Y� a>N ?' \ +n `c AL I 4,866 SF
0 - 54" BROWN SANDY-LOAM W/ COBBLES y} ♦♦ u y ` \ I
54" BOTTOM OF HOLE (ENTIRE TEST PIT COMPLETED BELOW PROPOSED o yh Oe a PERMEABLE AR a
FINISH GRADE) d 4 \ ° ` 37,161 SF - 4,866 SF - 32,295 SF
N� sTONMMIATER % e \ t +I \ I 32,295 SF / 37,161 BF - 0.87 - 877E (EXISTING)
NO MOTTLING OR HIGH GROUNDWATER NOTED ` Q.m Ilk1ET/fION BASIN ♦ �� o ` \` I /
I PERCENT PERMEABLE(proposed):
pr;Rco ArION TEST 91 \ m IA..N/7 a (percent permeable =total site-total impermeable/total site)
TEST DEPTH: 36" o RUML a•LIAM J RMIME
SOIL: FINE TO MEDIUM GRAY SAND \ / WOK die PAGE 245 �La AL \` I Fit III G
STABILIZED PERCOLATION RATE OF 27 SECONDS. \ \ \\ \ I 1,640 SF (HOUSE FOOTPRINT)
6 / ♦� \ s \ 419 SF (DECK FOOTPRINT)
\ ` � AL \ 916 SF/ I (GARAGE FOOTPRINT)®
' APPROX, EDGE 2.952 SF (TOTAL FOOTPRINT)
♦ � OF W�TLAND
EXISTING / BY OTHERS: \\ i ♦ DRIVIN. AREA (INCLUDING DRIVEWAY, WALKWAYS, ROAD)
(existing features denoted by lower case lettering) ` / IL 4,356 SF
NEW / PROPOSED IN THIS DESIGN: \ / ♦ ; I I TOTAL IMPERInOus
♦ \`If TOTAL iSF
M
/ I MUD
PROPERTY LINE: \ PERME�LE AREe.
9 A. ( 7,31E SF - 37,161 Si - 29,843 SF
PROPERTY LINE SETBACK: - - —� - - ♦♦ F AL POND
MINOR CONTOUR LINE: - — — — —-- — — — - }& 29,843 SF / 37,151 SF 0.80 - BOX (PROPOSED)
MAJOR CONTOUR LINE: - — ———35e———- �ocr ® \ AIL \♦♦ I I 10/15/04 SUBMITTED FOR PERMITTO CONSTRUCT TSM
NEW CONTOUR LINE: ��++/ 18 F 05/14/04 RESUBMITTED FOR VARIANCE REQUEST TSM
DISTURBANCE LIMITS: Ta ;nt'r, 20 AL \♦ 1 03/15/04 A SUBMITTED FOR ZBA REVIEW TSM
SILT FENCE / EROSION CONTROL: t /
+u \ DATE REV# ISSUED/REVISIONS BY
AL ♦♦
I AREA VARIANCE PLAN C1
DETAIL REFERENCE TAG: N rE:s- DRAwINc ^� ` `♦ I IN�s�NUGH S EtI RESIDENTIAL SITE PLAN
D1 \ AL ♦ &OW 821 PAW f4f
u[DRAWING/FOR O[7ML I HIRSCH
SITE PLAN AL
DETAIL III ,� \ BIRDSALL ROAD EXTENSION
DETAIL REFERENCE TAG: L. 9C&E:SEE GRAPHIC SCALE QUEENSBURY,NEW YORK
D1 $EE DKAW"/ FOR DETAIL VARIANCES REQUESTED FROM THE TOWN OF QUEENSBURY JARRETT - MARTIN ENGINEERS, PLLC
SECTION CUT DIRECTION H.THOMAS JARR�r PROFESSWIVAL ENGINEERING
f3�Q()j$FQ G D
SECTION LETTER P.E.N 57509 12 EAST WASHINGTON STREET PHONE:(518)792-2907
SECTION REFERENCE TAG: VARIANCE EXISTIN PROPOSE GRAPHIC SCALE 20 0 10 20 40 80 CoFfRIGHT 02Jo3 GLENb FALLS,N.Y. FAX:(818)798-18CA
01 1. BUILDING TO SHORELINE 50 FT 31 t FT 41 FT
e 4E[DlbWwc}FOR SECTION 2. BUILDING HEIGHT 28 FT 25 FT 32'-6" FT*
W�Y confl O M e o MK1 NG YRiH�
• LAKESIDE EXPOSURE PROPOSED AT 28'-10" (SEE ELEVATIONS ON DRAWING C2A (BI seer) .LEs��;e ram we JANUARY2004 PROMO&102 SHEET:10F3
ALEXATON 012M1�D0tl1M°��` FILE F/03102122103 HIRSCH S11 E PLAN DESIGN-DWG PLOTTED/REVISED O5I14/D41e�DOPM
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