2011-252 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 .(518)761-820.1
Community Development - Building & Codes (518) 761-8256
CERT IFICATE OF . OCCUPANCY
Permit Number: P20110252 Date Issued: Thursday, May 03, 2012
This is to certify that work requested to be done as shown by Permit Number P20110252
has been completed.
Location: 3 QUINCY Ln
Tax Map Number: 523400-315-010-0001-001-000-0000.
Owner: RICHARD BULTMAN
Applicant: RICHARD BULTMAN
This. structure may be occupied as a:
DOCK By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Occupancy DOES NOT relieve the property
owner of the responsibility for compliance with Site Plan,Variance, or
other issues and conditions as a result of approvals by the Planning Board. Director of Building&code Enforcement
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: P20110252 Application Number: A20110252
Tax Map No: 523400-315-010-0001-001-000-0000
Permission is hereby granted to: RICHARD BULTMAN
For property located at: 3 QUINCY Ln
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: RICHARD BULTMAN Deck ' $1,800.00
GABRIELLE LAVOIE Total Value
3 QUINCY Ln $1,800.00
QUEENSBURY,NY 12804-0000
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-252
254 sq ft deck
$50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 01,2012 .
(If a longer period is.required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.
Dated at the Tow of Qu nsb ;4 �Wsday,June 01,2011
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
__-_.__----_______________OFFICE USE-ONLY -----__-___-____ -___ .L _ C-EIVjE%
TAX N AP NO. oo PERMIT N0. ; MAY`,3:1_.2011,. .
FEE PAID BLDG.&CODES APPROVAL 0
, , , URNSBURY
srla1LOING$GODES-
ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION
Use this application for any structure other than the Principal Structure (house) to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED
A VALID B ILDf I-N,G.PnERMMIIIT.(� �( (��,
OWNER: ((�X1L +(C7/.�L(eL & I'V1a/� INSTALLER/BUILDER: uWrLo-(
ADDRESS: Q S J-%n0.4 A LY-) -- Q US,9// hU�4 ADDRESS:
PHONE NOS. �Q LL C T"I �C�FIs H' PHONE NOS.
LOCATION OF PROPERTY: J G i Vl L(.VL k, SUBDIVISION NAME: Oul V)C�/1 '_-I7-,C.
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: bicL U(u 6-o cL �5 0 U can el-4 V)
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑YES ❑ NO
IF SO,INDICATE APPLICATION NO,AND DATE OF APPROVAL: AAJ
ESTIMATED COS OF CONSTRUCTION: $ I�l)� ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? / D
IF YES,PLEASE LIST: y
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:�,t CIL i cr�Ju M-2L(4 PHONE: S qCt -(3aaO
si ND PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH !�' �,,DECK ��' lJ `flit
S
3 SEASON,COVERED OR ENCLOSED PORCH' v
BOATHOUSE
BOATHOUSE WITH SUNDECK I
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge, the statements contained in the 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 Codes, 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 I/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
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
I Ue.SaCk, -7--//
Queensbury Building & Code Enforcement - ResidenPial Final Inspection
Office No. (518) 761-8256 Arrive: am/Pal Depart:
Date Inspection request received: --3V -le Inspector's Initials: ift,
NAME: IS
NAME: /�—� IS
LOCATION: d- .2 DATE: Z
TYPE OF STRUCTURE: n ,.,k —ja
Comments:
Yes No NIA
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
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
Deck Bracing/Handicapped Ramp Compliant
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/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-1 50 s .ft.vents
Bathroom Fans if no window
Plumbing fixtures
Foundation insulation to floor/Sticker on Panel
Duct work sealed properly/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 s .ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to fumace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valves installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%"Gypsum
Basement stairs closed rise>4 inches
Gara a Floor Pitched
Garage fireproofing/%hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure
Final Electrical;Energy Saving Light Bulbs 50%
Final SurveyPlot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification,if required
LOkay to issue C/C or C/O Temporary/Permanent
L:\Building&Codes Forms\Building&Cades\Inspection FormslResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08;Revised 121W10,Revised 04/13/11
"1 h�e rrla` /b
Framing / Firestopping Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm rt JI R am/pm
742 Bay Road, Queensbury, NY 12804 Inspector's Initials- 70
NAME: I PERMIT#: ��-
LOCATION: 1 INSPECT ON:
TYPE OF STRUCTURE:
Y X A WA Framing COMMENTS:
�� --
Attic Access 22"x 300 minimum
Jack Studs/Headers
Bracing t Bridging ���
Joist hangers
Jadc Posts/Main Beams ;
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in. w
Stairwels 36 in. or more
Exterior Deck Bracing
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate s �"
1 % w 16 gauge 8 16D naus each side �—
Draft stopping 1,000 sq.ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice 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's Inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceilingfwall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
LABuilding&Codes Forms-OLOSuIlding&CodesUnspection FwWTram1n9 FlmdoWnp InSPOC ion RApo!.t doc RGAW January 7,2=
e
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive:' am/pm Depart: / / `/i,,9�pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
NAME: PERMIT
LOCATION: INSPECT ON: 13 fa— ZZ_
TYPE OF STRUCTURE:
Comm n
- Y4 N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for f
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil po!y 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:\Buliding&Codes Forms\Building&Codes\Inspection i=orms\i=oundatlon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Foundation Inspe dtion Report �Ooj�
Office No.(518)761-8256 E7e.
tion request received:
Queensbury Building 8t Code Enforcement pmI (� Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Initials: V
NAME: PERMIT#: .
LOCATION: 'lti z. _ INSPECT ON: l�
TYPE OF STRUCTURE:
Footings
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/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofing
Foundation Waterproofing
Footing Drain Daylight.or Sump
Footing Drain Stone:
12 inch width
.'6 inches above footing
6 mil poly for wet areas under slab
BaciM Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
.R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection ForinsWoundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
i
THIS PLAN TO BE ON � �w
PROJECT SITE AT
ALL TIMES FOR
Ti-ill-EPURATION OF
CONSTRUCTION
TOWN OF QUEENSBUR 02,
BUILDING DEPARTMENT
Based on our limited examination,compliance
with our comments shall not be construed as
indicating the plans and specifications are in
full compliance with the Building Codes of New York state.
BUILDING e: CODES ® To
Date:
cl-
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4-
1 �'
'" ''-
MAP REFERENCE: s73.2s'30"E
OUVDY LANE SUBOMSION i99.85'
THE MCHALES GROUP
BY-VAN DUSEN+ 57EVES
DATED,APRIL 15.2003
LAST REMSED-JUNE 10.2003
LOT 1 , ,/
Q 43,739 sq.ff.
1.00 acres/
i- ese
,s
o�
0�
rn
4-
4 .39,
Rc42s�0 ..w
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Deck Design Report ry file:///tmp/pmh2.hhnl
D P
MAR 2 2 2012
TOWN OF QUEENSBURY
BUILDING& CODES
Specification Packet
3D Views
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I Kx.
5 � ;
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W' r
3 �r
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Beam Layout
1 of 4 03/22/2012 06:04 PM
Deck Design Report file:///tmp/pmh2.html
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i
1
1
t
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a
3
h
Beam Label Beam Length Post Count Post Spacinq
A 11' 9" 3 5' 4 3/4"
B 16' 9" 4 5' 3 1/4"
Cut List. Level 1 I
F
P
G
{
P h1 hA A4 0
i
I
L A
3
DK
H
NNPlNNNIJN N P
P
B I
Label Name (STY Length Bevels Label Name QTY Length Bevels I
A Fascia 1 17' F45 S45 I Header 1 11' 6" I
B Fascia 1 12' F45 S45 J Outer Joist 1 8' 9 3/4" I
C Fascia 1 T 1 1/2"F45 S45 K Header 1 5'
F
D Fascia 1 5' 1 1/2"F45 S45 L Outer Joist 1 9191.
E Fascia 1 10' F45 S45 M Joist 3 9' 6"
F Header 1 16' 6" N Joist 9 8' 4"
G Outer Joist 1 8' 3 1/2" O Joist 9 8' 2"
H Outer Joist 1 8' 5 1/2" P Precut Top Choice Treated Stringer 4
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Deck Design Report file:///tmp/pmh2.htmi
Permit Information
1
i
j
Load and Support
Your deck will support a 79 PSF live
load. Posts have 48" below ground
f
support. i
Deck and Post Height
I; You selected a height of 30"from the
top of the decking to the ground level.
The top of the deck support posts will
therefore be 1' 9 1/4! above ground
level.
Joists
Set joists on top of beams, 16"center
to center.
DiIsclamer:This quote is an estimate and is valid until Saturday Mar 24,2012.Lowe's Price Guarantee is applicable to individual material items
only.Lowe's Price Guarantee does not apply to the total design package as a whole as quantities within different designs may vary.
Warning:This may not be a final design plan.Variations in building codes,specific architectural considerations,or site conditions may require
changes to this design.You are responsible for the final structure,code verification,material usage,and structural safety of this design.Be sure to
check and verify the design with your architect,engineer and building inspector.
Lowe's is a supplier of materials only.Lowe's does not engage in the practice of engineering,architecture,or general contracting.Lowe's does not
assume any responsibility for design,engineering,or construction;for quantities or sizing of materials for a general or specific use;for quantities
or sizing of materials;for the use or installation of materials;or for compliance with any building code or standard of workmanship. I
f
i
Note: It is recommended that joist that meet on top of beams should be spliced with gussets.The gussets should be 2-by wood the same width at
the joist and overlap by 6 inches on each side.These gussets should be held in place with 1216d galvanized nails. j
i
Handling Precautions for Pressure-Treated Wood
I
Disposal: Dispose of treated wood by ordinary trash collection.Treated wood should not be burned in open fires,stoves,fireplaces,or residential f
boilers because toxic chemicals may be produced as part of the smoke and ashes.Treated wood from commercial or industrial use(e.g., J
construction sites)must be disposed of in accordance with state and Federal regulations,which may include burning only in commercial or
industrial incinerators or boilers Always refer to information on fastener packaging for use with pressure treated lumber.
I
i
Operating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood.When sawing,sanding and machining treated wood,
wear a dust mask.Whenever possible,these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from
treated wood.(Lowea€TMS in-store saws are equipped with a vacuum to minimize airborne sawdust). ]
Protection: When power-sawing and machining,wear goggles to protect eyes from flying particles. J
Clean Thoroughly: Wear loves when working with the wood.After working with the wood,and before eating,drinking,toiletin ,and use of
9 Y� 9 9 9 9f 9 9
tobacco products,wash exposed areas thoroughly.
f
f
Wash Separately: Because preservatives or sawdust may accumulate on clothes,they should be laundered before reuse.Wash work clothes
separately from other household clothing.
For Additional Information:
www.epa.gov-www.healthybuilding.net-www.ccasafetyinfo.com a€"www.treatedwood.com Call:(800)282-0600 or(800)356-AWPI
i
3 of 4 03/22/2012 06:04 PM
Deck Design Report file:///tmp/pmli2.html
n
Stress Analysis
Component PSF
Level 1
E
Joist Deflection 312
Joist Bending 98
Joist Shear 145
Joist Compression 291
Beam Deflection 121
Beam Bending 121
Beam Shear 88
Bolt Shear 119
Post Stability 225
4 of 4 03/22/2012 06:04 PM
Dzck Design Report l �� file:///tmp/pmh.htmi
rr
r _
Store#0560 E�ggUtY
TnwN O� pUE IS Project Quote
10 LOWE'S DRIVE
gU1LD1NG& o Quote: Thursday Mar 22, 2012
SARATOGA SPRINGS, NY 12866
GABBY BULTMAN
(518) 583-3777
Project Number:
Salesperson:
TOWN OF QUEEN, BURY
BUILDING DEPARI'MENT A
Based on our limited examina ion,compliance m w
with our comments shall not a construed as
ter
indicating the plans and s e ifications are in
full compliance with tine Bur din Codes of
New York State. g ,
t.i ,� � � 3 � E °•
TOWN OF Q ,EENSBURI(
BUILDING & O ES EPT.
Reviewed By
Date:
Below are the Specifications and Materials
that you have selected for your deck:
Overview Number of Levels: 1 Footer Depth: 48"
Total Square F t: E54 Live Load: 79 psf
Dead Load: 10 psf
p..... ....... ..... ... .. . ......
Com onent Size v . . ..Wood T e
Joists 2 x 8 'Top Choice Treated
Beams 2 x 8 To Choice Treated
Posts 4 x 4 ;Top Choice Treated
Decking 5/4 x 6 Pressure Treated
Standard Decking
Railing s ]Pressure Treated
Bench None
Lattice None
1 of 4 03/22/2012 06:03 PM
Deck Design Report file:H/tmp/pmh.html
...................------
Footer Depth 48" Live Load 79 pst
Dead Load 10 Psf
Today's estimated cost for materials in thi6 design with options: $2,444.34
Pricing is valid until Saturday Mar 24, 2012
There are missing Components in your Deck Design Project Quote.
The price quoted does not reflect these components.
Missing Items:
Component QTY
5/4X6X12.40 STDPT DKG WTR REPE 53
RFB4—THREADEDROD not found 7
2X8—STRINGERXDECK not found 4
DecKorators 36" (for 48" rail) classic Baluster rust 12
7X21/2—STAINLES S—S CREW not found 236
Material List
Lumber Materials
Model
Item# Qty.'Fescription Usage
12X8X10 ACQ TOP CHOICE
92334 28 1 hternal Joist
(TREATED
2781 6 1
2X8X12 ACQ TOP CHOICE
earn
ffREATED
9 1
91658 ]4 2X8X8 ACQ TOP CHOICE TREATED Beam
,4 �3-STEP STRINGER #1 WATER
4643
F, tair Stringer
REPELENT _ __. _�p
.............
HANDRAIL PT STD 8'#1 DENSE SEL Rail
1F894 9
'WR
.4X4X8 ACQ .40 TOP CHOICE
01596 Railing Post
iTREATED
4X4X16#2 .40 ACQ TREATED Railing Post
6905 2 2X4X8 ACQ TOP CHOICE TREATED ,Hand Rail
2X4X16 ACQ TOP CHOICE
79670 6 Hand Rail
2X8X16 ACQ TOP CHOICE
201519 2 ladding
,TREATED
ID,ck
5663 53 15/4X6X12.40 STDPT DKG WTR.REPE
IPlanking
2 of 4 03/22/2012 06:03 PM
Deck Design Report file:///tmp/pmh.htmi
A` M
n 9
121 -13 4X4X6#2 .40 ACQ TREATED Post
Other Materials !
Item# Model Qt .'Descri tion Usage
e P g
y69 6 1 NAIL COMMON GALV 5 LB 16 D Joist Framing
p411 7 4X4 2-SIDE POST ANCHOR TZ Footing to Post
! ;(14354)
10385 16 CONCRETE MIX 80#QUIKRETE Footing to Post
10149 a' CONCRETE FORM TUBE 8"X48 Footing to Post -
.._
1 �7 RFB4_THREADEDROD not found Footing to Post
69262 'I2 INAIL COMMON GALV 5 LB 10 D Footing to Post
63449 ,56 GALV ROUND WASHER 1/2" Post to Beam
67357 28 GALV CARRIA- .._...-- __-- _ ...
7342 '28 GALV 1/2 HEX NUT Post to Beam
F1HURR ANCHOR 6.5X1.5TZ DBL
_ 52 PLATE TIE [Joist Framing
69138
Joist Framin
13 NAIL COMMON GALV iLB 8D g
8�408 2 JOIST HGR.NAIL 1 LB Joist Framing
1 1/2'NA111CD
116241 F
TZ SLANT JSTHGR 2X6-8 [Joist Framing
18GA(14479)
184956 1
1 110DX1 1/2" NAIL(5 LB.) MC Joist Framing
13087 6 1-5/16X2-3/8X4 TZ A N G L CLP Joist Framing
AC 5-TZ
7 [6 _
-1 — 4 2X8_STRINGERXDECK not found CladRimOrStair
Olympic Maximum Waterproofing
121i 2045 2 Deck Planking
Clear Sealant VOC
1134750 4X4 DECK POST TIE TZ (14360) R ailing Post
.,6
6�7341 100 GALV 3/8 HEX NUT Railing Post
��--- s
1706 F_1° 3'4' FLAT WASHER GALV (25) PP lRailing Post
67353 �100 GALV CARRIAGE BOLT 3/8 X 8 lRailing Post
0070 25 Copper Treated Solar Rai in Post
.F
02 2632:12 Deckorators classic and colonial PlankingOrRail
baluster plastic baluster connector
DecKorators 36 (for 48" rail) classic
122481 3672 12 Rai l i ngO rTri m
:�]Baluster rust
1 [ 7X21/2_STAINLESS_SCREW not
236 P lankingOrRail
found
G SCREW 1/2G _ PostBmOrLed er
9.._.
Disclamer:This quote is an estimate and is valid until Saturday Mar 24,2012.Lowe's Price
Guarantee is applicable to individual material items only.Lowe's Price Guarantee does not apply to
3 of 4 03/22/2012 06:03 PM
Deck Design Report
file:///tmp/pmh.html
the total design package as a whole as quantities within different designs may vary.
Warning:This may not be a final design plan.Variations in building codes,specific architectural
considerations,or site conditions may require changes to this design.You are responsible for the
final structure,code verification,material usage,and structural safety of this design.Be sure to
check and verify the design with your architect,engineer and building inspector.
Lowe's is a supplier of materials only.Lowe's does not engage in the practice of engineering,
architecture,or general contracting.Lowe's does not assume any responsibility for design,
engineering,or construction;for quantities or sizing of materials for a general or specific use;for
quantities or sizing of materials;for the use or installation of materials;or for compliance with any
building code or standard of workmanship.Always refer to information on fastener packaging for
use with pressure treated lumber.
Note:It is recommended that joist that meet on top of beams should be spliced with gussets.The
gussets should be 2-by wood the same width at the joist and overlap by 6 inches on each side.
These gussets should be held in place with 12 16d galvanized nails.
Handling Precautions for Pressure-Treated Wood
Disposal: Dispose of treated wood by ordinary trash collection.Treated wood should not be burned
in open fires,stoves,fireplaces,or residential boilers because toxic chemicals may be produced as
part of the smoke and ashes.Treated wood from commercial or industrial use(e.g.,construction
sites)must be disposed of in accordance with state and Federal regulations,which may include
burning only in commercial or industrial incinerators or boilers Always refer to information on
fastener packaging for use with pressure treated lumber.
Op,erating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood.
When sawing,sanding and machining treated wood,wear a dust mask.Whenever possible,these
operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from
treated wood.(Lowey€TMs in-store saws are equipped with a vacuum to minimize airborne
sawdust).
Protection: When power-sawing and machining,wear goggles to protect eyes from flying
particles.
Clean Thoroughly: Wear gloves when working with the wood.After working with the wood,and
before eating,drinking,toileting,and use of tobacco products,wash exposed areas thoroughly.
Wash Separately: Because preservatives or sawdust may accumulate on clothes,they should be
laundered before reuse.Wash work clothes separately from other household clothing.
For Additional Information:
www.epa.gov-Wm.healthybuiiding-net-www.ccasafetyinfo.com AE"www.treatedwood.com Call:
(800)282-0600 or(800)356-AWPI
..........................
4 of 4 03/22/2012 06:03 PM
YAP REFERENCE:
UUINCY LANE SUBDIVISION
THE M04A M GROUP
BY. VAN DUSEN do STEVES
DATED: APRIL 15. 2003
LAST REVISED- AUGUST 4. 2003
]
1 ] 1 � • 71 ]"•
DATED: OCTOSER 24
ate- D u
Steves
Land Surveyors
1150 Hartland Road Queensbury� New York 12804
518 792-8474 New Yo Lie, No. 50135
14M101M &VOMI 00A WM aAINWAV
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LOT 1
43,739 sq.
1.00 acre
ASPHALT
DRI
b�
b,
un mrs
Yap of a Surrey made for
Richard F. Bultman
& Gabrielle LaVoie
Town of Queensburl• Marren County New York
LOT 2
Ll
2SZ
"I have seen or observed, or believe I saw evidence of,
all ohiet is such as houses, wells, trees, fences, etc.,
shown on this document. i also represent that I have
Per#ally,m�asi;�d the distances set forth on the diagram."
NSIGNATURE
•11J
a
S--1
1 12-19-05 CHANGE IN MAP REFERENCE MICiAELS GROUP
NO. DATE DESCRIPTION DWG. NO. 02333-1