2003-188 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building& Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20030188 Date Issued: Friday, August 08, 2003
This is to certify that work requested-to be done as shown by Permit Number P20030188
--has-=been completed.
Tax Map Number: 523400-253-003-0001-008-000-0000
Location: 19 .KNOLLS RD. NORTH
Owner: KELLY SULLIVAN
Applicant: KELLY SULLIVAN
This structure may be occupied as a:
By Order of Town Board
Deck TOWN OF QUEENSBURY
Director of Building&Code Enforcement
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development-Building&Codes (518) 761-8256
BUILDING PERMIT
"Permit Number: P20030188 Application Number: A20030188
Tax Map No: 523400-253=003-0001-008-000-0000
Permission is hereby granted to: KF,T,T,Y Si7T,T,TVAN
For property.located at: 19 KNOLLS.RD. NORTH
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: KELLY SULLIVAN
19 KNOLLS Rd Deck $9,000,00
Total Value $9,000.00
QUEENSBURY,NY J 2804
Contractor or Builder's Name/Address, Electrical Inspection Agency
f
Plans&Specifications
2003-188
668 SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS
$66.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,May 05,2004
(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 T wn of Que sbuty; Monday,May 05,2003
SIGNED B for the Town of Queensbury.
Director of Buil ' g& e Enforcement
Porch, Deck, Dock, or Boathouse Permit Application
Town of Queensbury—Dept of Community Development, 742 Bay Road, Queensbury,NY
(518) 761-8256
A permit must be obtained before beginning construction. No Permit File No.
inspection will be made until applicant has received a valid Fee Paid $
building permit. All applicants' spaces on this application must be Reviewed By:
completed and must appear on the application form
Applicant: j 5u 11 Owner: e�
Address: 5 Address:
ve b �-
Phone#(JI$ ) I 1 Z-304 Phone -
Email Address: let l a-qLp 0 an I-Co yM Email Address:
Person Responsible for Supervision of Work as Regards to Building Codes:
'Name -5:x YYIk-? Address: Phone
Property Location: Lot Number: / House Number 101 /
Subdivision Name: ��1��_��� \1-S Tax Map Number: ` ,`� — _g
Estimated Market Value of Construction: $ r ioc)
❑ Porch
§P Deck
❑ Dock
❑ Boathouse APR $ 2003
❑ Other work(describe
1 1c2Cp i�®F C3U�EP���UFtY
Size of structure to be built I U )C-Zo square feet v, ®�d
CQ Q �p�COS
Submit alone;with this application:
1. Two plot plans drawn to scale,preferably using a survey map. Indicate proposed
structure showing setback dimensions from all property lines. Show location of
water supply and location and configuration of septic disposal area.
2. Two sets of structural drawings. Indicate size of posts or studs, floor joists,
decking or flooring material to be used. Show how the porch or deck will be
fastened to the building. If a roof will be constructed, indicate the size of posts or
studs, roof rafter spacing and span. Indicate type of roof: sloped, flat, shed,or
other. Indicate the type of material being used for the roof.
Declaration: please sign below after you have carefully read the statement:
To the best of my knowledge 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 wor sh e-eomplied- ' _ whether specified or noted,and that such work is
authorized by the owner.
Applicant's signature: Date: Al-a 6 3
L:\SueHemingway\Building.Permit.FORMS\Poreh.Porch.Permit.doe 8/13/02 revised per DH
Residential Final Inspection Y
" l a'130
Office No. (518) 761-8256 Date Inspection reque re eiv
Queensbury Building&Code Enforcement Arrive: a pm e rt: a p
742 Bay Rd., Queensbury,NY 1280.4 Inspector's Initial .
1 \\
NAME: •U \� 1 'G" Ri T,.#:
LOCATION:
TYPE OF STRUCTURE:
ConnAents
Y N N/A
Chimne_y Ht./"B"Vent/Direct Veint Location {
Fresh Air Intake -
3 inch Plumb Vent through roof
Roof Complete
Guard 30 in.or more @ stairs,decks,patios
Guard at stairwell at 34 in.or more
Guard at deck,porches 36 in. or more
Exterior Finish Com lete
Interior/Exterior Rail iri s 34 in.to 38-in.
-Platform at all exterior doors
Interior Handrails stairs 2 or more risers
Grade away from foundation 6 in—with 10 ft.
Handrail Termination at Newell Post or Wall
8 inch clearance to.sill plate
Gas Valve shut-off exposed,/regulator 18"above grade "
Gas Furnace shut-off within 30-ft. or within line of site
Oil Furnace shut-off afentrance to furnace area
Furnace/Hot Water Heater operating
•Low.water shut-off boiler
Relief Valves installed
Interior privacy/trim/doors/main entrance 36 in.
Bathroom/Kitchen watertight
Safety glazing
Window in stairwells safety glazing
Interior Smoke Detectors: i
Every level: /. Every Bedroom:
Outside every bedroom area:
Inter Connected: / Batter backup:
Bathroom Fans,if no window
Carbon Monoxide detector
Plumbing fixtures i
Foundation insulation
Floor truss;draft stopping finished basement 1,000 sf
Emergency egress below grade
Basement stairs closed rise>4 inches
3�4 hour fire.door/door closer Garage fireproofing
Duct work Sealed properly
Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area
Crawl Spaces 18"x 24"access, 1 s ,ft.-150 s .ft.vents
Building No:/Address visible from road
Final Electrical .
Site Plan /°Variance required-
Final Survey Plot Plan
As Built Septic System/Sewer Dept.Inspection Sticker
Flood Plain Certification,if required
Okay_ to issue C/C(Cert. Of Compliance)
Okay to issue Temporary C/O(Cert.Of Occupancy)
Okay to issue Permanent C/O(Cert. Of Occu anc
L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,.2003 . ,
4Wft.«
Framing / Firestopping Inspection Report
Office No. (518) 761-8256 Date Inspection e st receiv
Queensbury Building & Code Enforcement Arrive: par a
742 Bay Road, Queensbury, NY 12804 Inspector's Imti s
NAME: V&C'I't ✓+A/ PERMIT#:
LOCATION: k✓dw5 INSPECT ON: / 03
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
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
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and snow 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 %2 inch or 518 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
LASucHerningway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003
rs
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection reque a e' e :
Queensbury Building&Code Enforcement Arrive: a m Depart: am/pm
742 Bay Rd., Queensbury,NY 12804 Inspector's Initi -
NAME: �v t�c.c y� �✓ PERMIT#: /v
LOCATION: I o s b , /�. INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
otings
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/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.
t ,
a "
CUSTOM VIEW CUSTOMER -- KELLY SULLIVAN ���� COPY
DATE 04/18/03 REF Deck03082 111111»,+..
TOWN OF QUEENSBURY BUILDING DEPARTMENT
Based on oik limited examination
compWM with our comments shall
not be consh ed 35 indicating the
plans and spwfications are m full
OD �� ! �' ��,\ cotnptiance with tt►e Building Codes
of New York State.
sh,
I
I
W
7
-P)
0 lb� 10A
e
Y��A
GA
—CUAM LIMA COMPANY
M BUILDING r B67
T. ALL ST N
m 13ON SPA
REVIEWED BY 1 518 } 885-6311 EXT. 420 OR 526
� !�
SATE �
d
:®a IAM CUI<:fis B k W bijFt;-F.
BEAM LAYOUT FOR LEVEL I CURTIS LUMBER CO PANY
CUSTOMER -- KELLY SULLIVAN 885 AT. .67
DATE 04118/03 'REP Deck03092 BALLSTON SPA
`� ► 1 5)8 ) 986-5311 EXT 426 OR 526
a
0,
t: r
?•i d til V �' �•
anti
bo
CAM REAM POST � POST
LABEL LENGTH COUNT ` SPACING St
A 26 8 6 6' 4 V 4' +� lt
B 26' 9' 5 6' 4 I/d'
Post spockV is measured center-to-enter.
Depth of concrete footers --- 48 inches.
`i
H�'rc-ie-na 1 I ;wm Rm CURT iS D&W DEPT . 5.1 88E357,860 P. C13
OUT L18T FOR LEVEL 2 CURTIS LUMBER C MPANY
CUSTOMER -- KELLY SULLIVAN 885 FIT. 67
DATE 04/18/03 REF Deck03092 E3ALLSTON SPA
518 1 885-5311 E T. 426 0R .526
- U
A
H E A �,
A
A
LABEL LENGTH BEVELS- -_ LABEL® LENGTH 'BEVELS
A ,joist (7) 19' 6" E f(15CiU® 10' F45 S45
B fnsc;n 20' F45 S45 E lEdyer C� j' u"
B ledger 19' 6" F cap 2t7' 1" F4S SO
' C fascia 10'. F45 S45 F secttc:n b' 4 3/4-
C ledger 9' 9" L.---- - - G-�O \, '',
- -----�--�—-
II; D fascia 20' F 45 SaS G ser_li'-'t 1' 7 1/2'
!j. D ledger 19' 6" H cap 10' 4 1/2' F"0 S45
•, I I sectinn��4' 9 lt4"
i
1S, -
:i!ka
nr�c—is-ias • i :ne H±'I UUKi 15 U&W DEPT_ 5188857260 P. Et4
OUT LIST FOR LEVEL I CURTIS LUMBER CO PANY
CUSTOMER -- KELLY SULLIVAN 885 RT. 67
DATE 04/18/03 REF Deck03082 BALLSTON SPA
t '518 1 885-5311 EXT. 426 OR 626
is
q '
A .
- A '
A
q
D
a: -
A
LABEL LEWTH BEVELS LABEL_ LENGTH BEVELS
A joist(19) 17 7 1/2' E ledges• 17' 7 I!2'
1' B fascto 26' F45 345 F cop 16, 5 1/2• ro S4z.
B 16d�er 25' 9' F sccr:oa 7'9 1/4'
C foscto 18' r45 SO G cop 13' 4 I/2• t dy SU
c led®er 17' 7 1/2' G 5t:C tlaf tr 5 J/4'
D ledge- 25' 9' H cup 18, 11
E fosela 16' rU S45 H set.tion 5'9 3/4'
MrR�10-fJJ L l ;VJ r 'H1.1 'l.'UK I 1:J 11 K,W r/EP r • .J j # a]7736kti rl. 05
PLAN VIEW FOR LEVEL 2 CURTIS LUMBER C MPANY
CUSTOMER -- KELLY SULLIVAN 886 RT. 67
DATE 04/18/03 REF Deck03092 BALLSTON SPA
1 518 } 885=5311 EXT. 426 OR 626
0
fE
'SITE DESCRITPION: The decking is 13.76' above ground level, and hoe no supporting Fasts. The ground
As assumed to be level. Your deck will support a 138 PSF live load. Joists are to be placed on top
of beams, 16' center to center.
-NOTE, The design may require knee braces_-and-bridging-between joists. Your materials det includes -
s!' the-necessary items. *The suggested design is not a finished budding plan. You aye r sponsibll tat
+op mumurements being correct, for verifying that the design (and any substitutions or odificatlpns
that you make) meets all local building'codes and requirements. To verify that the su ested design.
and any substitutions or modifications, is consistent with conditions at the construction site,
review the design with your architect. Also consult your architect for proper constructi n and use
of materials In the structure.
Be sure to folow the deck construction detail available from your salesperson.
APR-18-03 It 108. AM CIIRTi S D&W DEPT. 518885 7 F160 P. 0E,
PLAN VIEW FOR LEVEL I CURTIS LUMBER COMPANY
CUSTOMER -- KELLY SULLIVAN 886 RT. 67
DATE 04/18/03� REF Deck03082 BALLSTON 'SPA
t 518 1 886=6311 EX I . 426 OR 626
1�
LOAD AND SUPPORT; Your deck will support a 46 PSF live load. Posts have 48 below-ground:
post support.
J. DECK-AND POST HEIGHT. You selected a height of 36" from the top of,.decking t level ground.
-_-_-The top of. the-deck-support. posits will therefore be 21.75" above ground level.- Your."solesperson._-. --.--..--- - -----Can provide information for uneven or sloped ground.
JOISTS: .Set joists on top of beams, 16" center to center.
NOTE: The design may require knee braces and bridging between joists. Your mat Is lis6ric(udes
the necessary 1terns. The suggested design id not a finished building plan.- You are responsible for
d measurements being.correct, for verifying that the design (and any substitutions-o modifications
that you make) most* all local building codes and requirements. To verify that the a J9998t94 design,
and any "stitutions or modifications, is consistent with conditions at the constructi n site,
review the &sign with your architect, Also consult your architect for proper, constru tion and use
of materials. in the structure.
Be sure to follow the deck construction detail available from your store salesperson.
RPR-18-06 11 :09 RM CURTIS D&W DEPT. . 5188857360 P. 07
`' 'STRESS ANALYSIS FOR LEVEL 2
CUSTOMER: KELLY SULLIVAN
; . DATE.- 04/18/03 DESIGN: DECK03092 REF: 03092135.ZIP
SALESMAN # 1132
--------------------------
MEWER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
-------------------------------------------------------
JOISTS 2X8 DEFLECTION 199 PSF
16IN BENDING 186 PSF
SHEAR 148 PSF
COMPRESSION 285 PSF 148 PSF
-----------------------------------
TOTAL LOAD 148 PSF
DEAD LOAD 10 PSF
LIVE LOAD 13.8 PSF
_ ,•
�11.
APR-18-03 11 : 10 AM CURTIS D&'W DEPT. 51'88857860 P. 08
STRESS ANALYSIS FOR LEVEL 1
::;CUSTOMER: KELLY SULLIVAN
l:;DATE:- 04/18/03 DESIGN: DECK03092 REF: 03092135.ZIP
,: .SALESMAN # 1132
-----------------------------------------------------
".14 MER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
------------------------------------'-------------------
}= JOISTS 2X8 DEFLECTION 163 PSF
�::. . 16IN BENDING 162 PSF
SHEAR 137-PSF
COMPRESSION 266 PSF 137 PSF
;.BEAMS 4X6 DEFLECTION 78 PSF
BENDING 66 PSF
SHEAR 56 PSF
COMPRESSION 278 PSF 56 PSF
`: POSTS 4X4 STABILITY 435 PSF
' BEARING 469 PSF 435 PSF '
-----------------------------------
TOTAL LOAD 56 PSF `
DEAD LOAD 10 PSF
LIVE LOAD 46 PSF s`
7-.
APR-18-03 11 : 11 AM CURTIS D&W DEPT. 5188857860 P. 09
b
BEAM LAYOUT FOR LEVEL 2 CUITIS LUMBER C MPANY
CUSTOMER -- KELLY, SULLIVAN 885 RT:'67
DATE 04/18/03 REF Deck03092 BALLSTON SPA
518 1 885-5311 E?( 426 OR 526
f
Q
C / � (y)
• CO,
BEAM BEAM POST POST
LABEL LENGTH `COUNT SPACING -
-,
' B w 9" 0
w S` -0
'Post spacing is measured center-to-center.
s,, �..
<<' Depth of concrete footers --- 48 inches.
v1
1
5
Cpa
NMO-L -3-
�OOZ � Z ddtl
L�_