1999-089 BUILDING PERMIT
TOWN OF QUEENSBURY
• VALUE $ 0 No. 99089
TAX MAP NO. 74. -1-36 WARREN COUNTY, NEW YORK . •
PERMISSION is hereby granted to . . BORGH, CARL III &
•
OWNER of'property located at 1176 WEST. MT. RD. Street,Road or Ave.
in the Town of Queensbury,To Construct or place a DEMOLITION OF SINGLE FAMILY DWELLING
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.
• 1. OWNER'S Address is •
MICHELLE 1176 WEST. MT. .RD.
QUEENSBURY, NY - 12804
2. CONTRACTOR or BUILDERS Name
STRANAHAN MERWIN
3. CONTRACTOR or BUILDERS Address -
•
4. ARCHITECT'S Name • .
5. ARCHITECT'S Address
6. TYPE of.Construction—!Please indicate by X)
DEMOLITION -
( I Wood Frame ( )Masonry ( )Steel ( 1
7. PLANS and Specifications
DEMMITION OF SINGLE FAMILY DWELLING AS PER PLOT PLAN SPECIFICATIONS
8. Proposed Use •
DEMOLITION OF SINGLE FAMILY DWELLING
20 March 31 2001
$ PERMIT FEE PAID —THIS PERMIT EXPIRES . --- - 19
(If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the
town of Queensbury before the expiration date.)
31 March 1999
Dated at the Town of Queensbury this Day of 19
SIGNED BY for the Town of Queensbury
"Building and Zoning Inspector•
TOWN OF QUEENSBURY
742 Bay Road
Queensbury, N.Y. 12804-9725
Application for DEMOLITION PERMIT
Permit No.
Instructions for completing the application Date: Q
Fee Paid• J
1. All applicable spaces are to be completed.
2. Two plot plans are to be submitted, drawn to scale, showing: y p q g
a. lot boundaries, with dimensions and adjacent roads and streets. ,,,„,,'
ED
b. all existing structures, indicating which are to be removed.
c. location of all utilities. MAR 2 5 1999
3. Fee submitted per current fee schedule.
TOWiV OF QL EEN5BURY
BUILDING AND CODE
Owner of property: C ?' L E• Q o 2 G l-1 Property Location: /l 7 6 lil e sr /LI otcn:a,
Mailing Address: // 7'( LJJe s-Nj o ra Ro A c) Tax Map No. Section -y_, Block T. ,Lot 36
dua�nsbc,ey , N.y• /2gb4/
Person responsible for work: M emu-+r',J 5. 5"r/e a n1R/+i,j Telephone No. 74/ -414 3 6
Mailing Address: p O e ox 3 2 O cf
G/er2.s Pz//s, N y 12 gb
Where will demolition material be disposed of? Mc Lo tji/i hs ?i r / 7?, c g e PIM rf
Is there any asbestos within building to be demolished? Yes / No X
If YES, name of firm removing asbestos from structure, license number, and where asbestos will be disposed of:
NAME OF FIRM LICENSE NUMBER
LOCATION WHERE ASBESTOS WILL BE DISPOSED
* A COPY OF ASBESTOS REMOVAL REPORT MUST BE FILED WITH THIS DEPARTMENT BEFORE DEMOLITION BEGINS.
The following building(s) located on property described above are to be removed:
Previous use of building (circle one): ( side ) garage storage business other
Have all utilities been disconnected? gas ye S, electric y e s, propane `1 es , water yes
Size of building(s):
1. 'ltti ft. by ft. Location on property el
2. ft. by ft. Location on property
3. Number of stories:
4. Foundation type (circle one): full cellar crawl space slab
Foundation will REMAIN BE REMOVED
5. Another structure WILL WILL NOT , replace this building.
NOTES:
Applicant:ofait,e
Signature t
owner. owner' agent,architect, contractor
GENERAL INSPECTION REPORT
Town of Queensbury
Dept. of Community Development Date inspection request received:
Building& Code Enforcement
742 Bay Road
Queensbury,NY 12804 Arrive�,Y1am/pm Depart am/pm
Inspector's Initials
NAME: ?Off- PERMIT#. '(J
i) J tc
LOCATION: //7G G i /t�/ G� DATE : �
TYPE OF STRUCTURE:
RECHECK
N/A YES NO COMMENTS
Footings/Piers
Monolithic Pour Form
Reinforcement in Place
The contractor is responsibfor t ei CtE' leA46/1,—
providing protection from ing
for 48 hours following the lackment
of the concrete.
Materials for this purpose on ite
Foundation/Wallpoui•-
Reinforcement in Place\.
Foundation/Dampproofing�
Backfill Approval
Plumbing Under Slab
Plumbing Vent/Vents in Place
Rough Plumbing
Heating Rough-In
Insulation
Foundation Walls Interior -
Foundation Walls Exterior -
Floors R-
Walls R-
Ceiling R-
Duct work or piping in
unheated spaces R-
Proper Vent, Attic Vent
Framing
Jack Studs/Headers
Bracing/Bridging
Joist Hangers
Jack Posts/Main Beam
Air Infiltration Barrier
Fire Separation 1, 2, 3, hour
Penetration Sealed
Fire Wall 2, 3, 4 hour
Firestopping
Silt Fence
�� �,� ,., T- SILT FENCE DETAILS
"� k "'.„ - . ,,, Adjust spacing to place posts at low points .
Ir ;?~/ .'1•••:::rj-,,_'.• ;vs%-r yi :ti along the fenceline. VOUCH VIBE FENCE 3pflIVEN MIN. INTO
POSTS.'_ r44 --• r L• _ -F -: .,V,,,,7 (MIN. 14 1/2 GAUGE
� p�.!..i"�' S!r .•.';vrsw i ")a; Y. MAX. G• MESH SPACING) GROUND ♦i
r ;.-,N.." :x.., ..; � `� 1 7 4.Fasten support wire fence to upslope side of
,.; r •• ..- .•,•, `�" ,.-.��. posts,extending 6 inches into the trench.
''•'.. 4`..3. '•_- -. •":r' ••,,,•-•iF �':, attach continuous length of fabric to upslope 12 MAX. C. TO C. "
1.1
,f , ,`' 'r,•►£'.`. . , .�Z••,��. .i,, .,,;Li side of fence posts.Avoid joints,particularly cam,,,®ytimonil an ���
_ ;:. y ,t�K'y,'`, ••;. ,��*ah at low points in the fence line.Where joints n��;seaNNEP�ol� meWiesi��:2mmI � �¢�
-, �,. -,r';-. • are necessary,fasten fabric securely to ;• �=^Fr� ftsmemag1§3(mt r,�_
f ;r�r. r �' .-'— support posts and overlap to the next post. )•,/ . fi� blial"A�•�f �"
.I,.a.. r�✓ �,.f3' . .V .r . . ���6• MIN
i., 5.Place the fabric in the trench so the bottom of 4'
(_ ' ' ' folds across the bottom of the trench.Place 4' 1.
Description backfill in the trench over the fabric to the
PERSPECTIVE VIEW
groundline and compact with a power tamper. WOVEN �IRc rEHCE � }
A temporary barrier of gcotextilc fabric(filter (MIN. 11 1/2 GAUGE F"..- 75• MIN. FENCE POST
cloth)used to intercept sediment laden runoff Maintenance MAX. G• MESH SPACING)
from small drainage areas with disturbed soil. • Inspect sediment fences periodically and 2G• MIN.
CAUTION: after each rainfall event. sL� GROUND LINE
DO NOT install sediment fence across
• Should fabric tear,decompose,or in any E"GED FILTER CLOTH T� --_,_„:_„,
intermittent or permanent streams,channels,or way become ineffective,replace it MIN. G• INTO GROUND
any location where concentrated flow is immediately. -'— 1G MIN.
anticipated. �
• • Remove sediment deposits promptly to MAXIMUM DRAINAGE AREA
Installation Details provide adequate storage volume for the 1S 1/2 ACRE PER 122 FEET.
next rain and reducepressure on fence.
t•-. 1.Locate the silt fence at least 10 feet from the SECTION
toe of steep slopes and nearly level • Take care to avoid undermining fence '
throughout its length. during cleanout. LOCATION SLOPE LENGTH
2.Dig a trench approximately 6 inches deep and • Remove all fencing materials and unstable
( 4 inches wide,or a V-trench,in the line oNhe sediment deposits after the contributing •
fence, drainage area has been properly stabilized, •
inspected,and approved.Grade and
3.Drive posts securely at least 16 inches into the stabilize the disturbed area as shown in the
plan.
ground on the downslopc side of the trench, vegetation DATE INSPECTED B Y
( Space posts a maximum of 10 feet apart if
fence is supported by wired 6 feet if extra •
strength fabric is used without support wire. -
65 66 67
vuurr LUCAll, L/II\G __
• _` STRAW BALE DIKE DETAILS
4> ,,fit, • angle to force the bales together.Stakes shall •
�r l' • • be driven flush with the top of the bale. rLow,;•`:,+ );r:_al` ., i • " < Maintenance • .
` ' Inspect baledikes periodically and•� a A 'tic•. �. straw /
�, '_ 1` VERTICAL
1 •,•• "4:1 yt;,1o,�+�+n v..• • 7.
after each rainfall event. cLOPE
'�� rACC
;.st tiiYt+a , .Ir', . U
Yr,� „, -+s• • • Replace broken or defective bales promptly.
• vj(4%, .t`"•a •j _` "?+: `.� •
BEDDING DETAIL
C•:� "''`,�•'•• ,_y' ,"" ,` - • Remove built up sediment deposits
• • • ;_;, . ' immediately to maintain capacity for the
L. " '' ''''' a.,l next rainfall event.
ANGLE FIRST STAKE TOWARD
Description •
PREVIOUSLY LAID DALE JJ
Once the contributing area is stabilized,
A temporary barrier of straw or similar material remove all materials and grade and stabilize rLow r 1�
used to intercept sediment laden flow from small • the area in accordance with the vegetative /--/� /-
areas preventing the sediment from leaving the plan.
site. •
CAUTION. \\^����rJ pOUNO DALES
i/ �'--- P CCD ON CONTOU
DO NOT install straw bales across intermittent =N t.--‘v-
or permanent streams,channels,or any location
where concentrated flow is anticipated. • _
2 RC-BARS, STEEL PICKETS-
Installation Details OR 2"x2" STAKES 1 1/2' TO 2
IN GROUND, DRIVE STAKES
1.Bales shall be placed at the toe of a slope or FLUSH WITH BALES.
•
on the contour,and in a row with ends tightly . • ANCHORING DETAIL
abutting the adjacent bales. NOT TO SCALE
2.Each bale shall be embedded in the soil a •
DESIGN LIFE 3 MONTHS
._ minimum of(4)inches,and placed so the, • .
string or wire is horizontal. 6ITE SEGMENT SLOPE LENGTH DATE INSTALLCC
3.Bales shall be securely anchored in place by
either two stakes or re-bars driven through the
(, bale.The First static in each bale shall be DATE INSPECTED BY
driven towards the previously laid bale at an
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61 62
63
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