2000-308 • •, , • . , . ,
A NA otigi - •^, •
rbe
Certificate of - Compliance
. „,
Town of Queensbury
Warren County,New York
•
• D June 20 , 2000
ate
2000308
This is to certify that work requested to be done as shown by Permit No.
has been completed.
This structure may be used as a DECK
18 HYDE COURT
Location
Owner CARLTON,CHRISTOPHER & KATHLEE
•
TAX MAP NO. 148 . -3-7 4 By Order Town Board
TOWN OF QUEENSBURY •
•
• (-br)
ctordi'l3ullai,4de Enforcement
•
BUILDING PERMIT
Town of Queensbury, 742 Bay Road, Queensbury,NY 12804
County of Warren (518) 761-8256
VALUE $ 1000 2000308
Bung Permit No.
TAX MAP NO. 1 4 8 . -3-7 4
CARLTON,CHRISTOPHER & KATHLEEN
Permission is hereby granted to
18 HYDE COURT
Owner of property located at
DECK
in the Town of Queensbury,to construct or place a
at the above location in accordance to 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.
Owner's Address:
18 HYDE COURT
QUEENSBURY, NY 12804
Contractor or Builder's Name:
CARLTON, CHRISTOPHER
. _
Contractor or Builder's Address:
Electrical Inspection Agency:
Type of Construction:
DECK
' .
Plans and Specifications:
21 6 SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS
" Proposed Use:
DECK
1 6 May 17 2 0 0.2 _
„
$ PERMIT FEE PAID—THIS PERMIT EXPIRES
(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.)
. • 17 May 2000
wi, .
Dated at the To of Queensbury this, Day of .
SIGNED BY ."--.._. 4,1).e.-- ‘C1/1 A/1;\ for the Town.of Queensbury
Code Enforcement Officer
•
0.`'r. ''eta �°c'
, , TOWN or QUA: I }
(:NS{1UIlY ILL Paid
a BUILDING & CODES DEPARTMENT—
:. . APPLICATION I�OR: IIORCiIES--DECKS- Permit !I .
' '.' ' ' . DOCKS & BOATHOUSESEst. Cast " _ ,,ram
A PERMIT MUST BE OBTAINED BEFORE UGuINNINU CONSTRUCTION. PLEASE ANSWER ALL OF THE I:ULLOWINti:
The undersigned hereby applies for a hulding Permit to do the following work which will lie
done in accordance with the description, plans and specifications submitted, and such special
conditions as may be indicated on the permit. 'Ir1O SUS U1 ;'ItWC'lIlIU1i. PL/1r1:; siu\LI. iu: �;uriitil Ii;p
WITH TIII; APPLICATION.
---- ._
Owner of Property: C.h n ? r 4 k }e'en earl -fon,
P.O. Address Phone ll 1(0I -. o,
Property 'Location 'S k^t c. ettkw 6Aret-Flowl pv\-1 Tax Mair ii 1 P-.3-74_
Subdivision Naiue (If applicable)
PERSON RESPONSIBLE malt SUPERVISION OF WORK AS REGARDS To BUILDING CODES:
Name: ni.
Lhck540?1,,..e.,./- tl-3 epr L j) Address / //kb E et Phwie1I)C/7fOi
BUILDING SPECIFICATIONS:
.. Type of work to bb done: Porch Oltk
Dock Uoathouse (Circle one)
Size of Structdre to be built (square footage) : t x 4
Foundation Material : Width ,.Thickness 6,r. 56. Tt/ '
Depth of Footing, below grade:
Size or Posts or Studs: x x Long
Size of Floor Joists: , x P x Span '
Decking or Flooring Material : X-zik�
How will Porch or Deck be fastened to building? -10426 ,6 . n �.. .wV
•
MpY 11 2000
If Roof Will Be Installed, Answer I.ollowInij Questions: 4/4- TOWNOFOUEENSBURY
' 1 BUILDING AND CODE
Size oflosts or Studs; • x x Long
Roof Rafters: x Spacing Span
a
Roof Trusses (pre-engineered spacing): , Span
Type of Roof: Sloped f at Shed Other (Circle one)
Material of Roof: ,
ZONING INFORMATION:
TWO PLOT PLANS MUST BE PREPARED ED AND SUBMiT1'I:D, drown r ea sirn:il,'ly to scale and attachedIto rel ItciiSi iiiiii ►Ti uii<lil crrii—oly wrimiil`rini;if9, whether existing i proposed•tg or proposed and
ind :u. wli
icate all sot hack dimensions rram property lines. Show local.IVI) ai• water supply and.i
location and configuration of septic disposal t11'eu.
•
Size of Property: ft. x ft.
Existing building(s): Size ft. x ft.
Size - ft. x ft.
Use of Existing buildiug(s) . . ' _
Proposed structure, ffstance from property line::
Front yard ft, Rear yard ft.
Side yards ft. and f1,
If on corner, setback from side street: ft.
• DEC LIUU11'IUN
To tho boat: oi' my knowledge and belior the statements contained in this application,
together with tlio plans nod spoa•1rir.at:ions .subnritto:O. aro a true altd complete statement
of all proposed work to be done on the described prey ses and that r11 provisions or the
Building. Code. Cho Zoning Ordinance, and all other 1 145 pertainirr ''•u 'le i>ruI,05CtI work
shall be complied with, whether spool tied or net.. 'air ti that such em k authorized by the
owner.
DATE: —1� - SIGNATURE t; (0.
V n r, Owner s Aye is , • ' t, Contractor
REVIEWED BY CODE ENFORCEMENT OFFICER, DATE 6 j7 A SIGNATURE ___Y<__
RESIDENTIAL FINAL INSPECTION REPORT
• Office No.(518)761-8256 Date inspection request received:
Building&Code Enforcement
Dept.of Community Development Arrive am/pm Depart s-7
Town of Queensbury , Inspector's Initials
742 Bay Road
Queensbury,New York 12804
NAME C aQ ! > PERMIT
LOCATION C__ax
W ) sl' DATE -taw- fro
p[
TYPE OF STRUCTURE `�. 4-\c
N/A YES NO COMMENTS
Chimney Height/"B"Vent/Direct Vent Lo tion,
Fresh Air Intake ,�/.(�� ��,� t
Plumb Vent through roof I �J'r�"'�)
Roof Complete
Exterior Finish Complete ( 1
Interior/Exterior Railings 30"to 36" J
Exterior Handrails,balconies,landing 181in.or mp�f
Interior Handrails stairs both sides 3 or ore
Grade 2%away from.foundation
8"clearance to sill plate
Gas Valve shut-off exposed/regulator 181 above grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnac4 area
Furnace/Hot Water Heater operating
Relief Valve(s)installed
Headroom,6 ft.6 in.on stairs 1
Basement stairs,6 ft.4 in.
Handrail exterior stairs both sides more than 3 risers
Interior privacy/trim/doors/main entranceJ36"
Floor Finish
Bathroom/Kitchen watertight
Interior Handrails Balconies/Landing 18 fin..or more •
Railing across window in stairwells si
Smoke Detectors: I
every level I
every bedroom
outside every bedroom
inter connected
Bathroom fans
Plumbing fixtures
Foundation insulation
3/4 hour fire door/door closer
Garage fireproofing
Garage penetrations sealed
Furnace in separate room protected(in garage)
Light ventilation per room
Safety glazing 18"or less from floor
Final Electrical
Site Plan/Variance required
Final Survey Plot Plan
As Built Septic System layout required
Okay to issue C/C(Certif.of Compliance)
Okay to issue temp.C/O(Certif of Occupancy)_
Okay to issue permanent C/O(Certif of Occupancy)
GENERAL INSPECTION REPORT
(518) 761-8256
Town of Queensbury
Dept.of Community Development Date inspection request received:
Building&Code Enforcement
742 Bay Road tr C e7
Queensbury,NY 12804. Arrive - am/pm Depart p
Inspector's Initials
NAME: (..\12,•. __\ , PERMIT# a C
LOCATIO l-fte 9 i DATE: C„f �2_QO
TYPE OF STRUCTURE: C k
RECHECK
•
N/A NO COMMENTS
st<FongslPiers is I
Monolithic Pour Form
Reinforcement in Place
The con . or is responsible for
providin pro tion from freezing
for 48 ho s fo towing the placement
of the co Crete.
Materials fo this p ••se on site
Foundatio r alipo
Reinforcemen in P
Foundation/D.uu proofing
Backfill Appro
Plumbing U •er lab
Plumbing Vent/V:nts in Place
Rough Plumbing
Heating Rough-In
Insulation
Foundation Walls In -rior R
Foundation Walls Exte;or R-
Floors o-
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
•
• ::=Iecto,...._ C:Se
RECEIVED TOWN OF QUEENSBURY .
MAY 11 2000 BUI .D�NO & =�+ D` T.
•
CUSTOM VIEW OW N OF QuEEN3Burly REVIEWED BY „
CUSTOMER CHRIS �, �\---�:d►NG C�u DATE 06/08/00 REF Deck00129 '�`., `�ANd _
DATE
FILE
COPY
________.„ .
. ,, ,,
_______---_----I ,,
___:-;:-.--.----- _,_-:„ ._,
.,,,<-,:,,,,:-..,...
_.,........
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,,....„\� \\��\\
�.„ •.�\�� \ `���`��`"� TOWN OF QUEENURY BUILiZI aEPi,"cTt�EN
�\ \ 1� �� \ Based on our limited exan�nat�ionshall
\\\ \\ ��� compliancewith our ca. .
\\ �\ \ trued as mdtcating the
, ` ;\ \\ \ not be cons
�\\ \ ',�\ .���� ��� \ -� ficatlons are in full
� .., �� ��\ �- :-- �. , :� ,›- ans and
� �`� \�� `'� �`� -, %' nth the code,
�- \may Cp Ce WI
CURTIS LUMBER
460 BIG BAY RD
OUEENSBURY, NEW YORK
(5181792 8601
BEAM LAYOUT CURTISy
LUMBER
CUSTOMER -- CHRIS 460 BIG BAY RD
DATE 05/08/00 REF Deck00I29 QUEENSBURY. NEW. YORK
(518)792-8601 2-X S
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BEAM BEAM POST POST
II
LABEL LENGTH COUNT SPACING
A i8' 4 5' 111"
,
Post spacing is measured center-to-center.
Depth of concrete footers -- 48 inches. •
BILL OF MATERIALS --- LUMBER
CUSTOMER: CHRIS
DATE: 05/08/00 REF:
SALESMAN *
COMPONENT SKU QUANTITY DESCRIPTION WOOD TYPE
DECKING ff-2'68T 25 EA 2X6 8 ' PT PINE
DECKING f610T 20 EA 2X6 10 ' PT PINE
RAIL CAP g7612T 1 EA 2X6 12 ' PT PINE
HORIZONTAL RAILS 2416T 9, EA 2X4 16 ' PT PINE
VERTICAL RAILS 224TB t(0 22--EA ' 2X2 4 ' SQ BAL PT PINE
RAIL POST 4412T 2 EA 4X4X12 PT PINE
STAIR STRINGER 21010T 14, EA 2X10 10' PT PINE
STAIR TREAD 2612T 8 EA 2X6 12 ' PT PINE
STAIR TREAD - 2610T 8 EA 2X6 10 ' PT PINE
STAIR TRF;AD 268T 8 EA 2X6 8 ' PT PINE
BEAMS ,2 EA 2X10 10' PT PINE
BEAMS =u T 2 EA 2X10 8 ' PT PINE
JOISTS 2812T it '64" EA 2X8 12 ' PT PINE
JOISTS 2810T - 5 - EA . 2X8 10 ' PT PINE
LEDGER 2Q' ' EA 2X8 12 ' PT PINE
LEDGER "SOT EA 2X8 10 ' PT PINE
LEDGER 288T 4 EA 2X8 8 ' PT PINE
STAIR HANDRAIL/CAP -EEA 2X6 10 ' PT PINE
HORZ. STAIR RAILS 41 1 EA 2X4 16 ' PT PINE
VERT . STAIR RAILS _ 10- EA 2X2 4 ' SQ BAL PT PINE
GROUND POSTS 4410T 1 EA 4X4X10 PT PINE
BILL OF MATERIALS --- OTHER MATERIALS
CUSTOMER: CHRIS
DATE: 05/08/00 REF:
SALESMAN #
COMPONENT SKU QUANTITY DESCRIPTION
JOIST HANGER, 8IN 28SJH 26 EA 8" GALV. HANGER
JOIST HANGER NAILS 3"8TPG / al. BOX GALV JOIST HANGER NAILS
16D NAILS 116GDN )_- LBS 16D MAZE PTL NAILS
10D NAILS M1IOGDN 1 LBS 10D MAZE PTL NAILS
8D DECK SCREWS §212XT 3 q BOX 2 1/2" GALV DECK SCREWS
D. DFC'u SCREWS r 2�p - -- -
LAG SCREW 126LB 10 EA i/2"X6" LAG SCREW
WASHER 12W 62 EA 1/2" WASHER
TIE-DOWN STRAP 1236✓ 15 EA ALL PURPOSE FRAMING ANCHOR
RAILING BOLT, 6IN 126CB 10 EA 1 /2"X6" BOLT
NUT 12N 26 LA 1/2" NUT
ANCHOR BOLT 128AB 4 EA 1/2 X 8 ANCHOR
FOUNDATION BRKT, 4X4 1243 4 EA GALV. POST BRACKET, 4
BEAM BOLT, 8IN 128CB 8 EA 1/2 X 8 CARRIAGE BOLT
SONO TUBE 10ECT 2 EA 10"X 12 ' SONO TUBE
CONCRETE, 80LB 80CM 1(BAGS CONCRETE, 80 LB BAG
S
tOV\ . � `f
• a
STRESS ANALYSIS
CUSTOMER: CHRIS
DATE: 05/08/00 REF:
SALESMAN t
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 74 PSF
161N BENDING 90 PSF
SHEAR 98 PSF
COMPRESSION 170 PSF 74 PSF
BEAMS 2-2X10 DEFLECTION 489 PSF
BENDING 196 PSF
SHEAR 121 PSF
COMPRESSION 317 PSF 121 PSF
BOLTS 1/2IN SHEAR 2785 PSF 2785 PSF
POSTS 4X4 STABILITY 628 PSF 628 PSF
TOTAL LOAD 74 PSF
DEAD LOAD 10 PSF
LIVE LOAD 64 PSF
STRINGER 2X10 DEFLECTION 140 PSF
BENDING 168 PSF
SHEAR 141 PSF
COMPRESSION 576 PSF
TOTAL LOAD 140 PSF
DEAD LOAD 10 PSF
LIVE LOAD 130 PSF
STRINGER 2X10 DEFLECTION 139 PSF
BENDING 166 PSF
SHEAR 139 PSF
COMPRESSION 570 PSF
TOTAL LOAD 139 PSF
DEAD LOAD 10 PSF
LIVE LOAD 129 PSF
f ?
PLAN VIEW CURTIS LUMBER
CUSTOMER -- CHRIS 460 BIG BAY RD
DATE 05/08/00 REF Deck00129 QUEENSBURY, NEW YORK
(518)792-8601
18'
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2' 2' 4' 2' 8'
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LOAD AND SUPPORT: Your deck will support a 63 PSF live load. Posts have 48" below-ground
post support. •
DECK AND POST HEIGHT: You selected a height of 24" from the top of decking to level ground.
The top of the deck support posts will therefore be 15.25" above ground level. Your salesperson
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 materials list includes
the necessary items. The suggested design is not a finished building plan. You are responsible for
all measurements being correct, for verifying that the design (and any substitutions or modifications
that you make) meets all local building codes and requirements. To verify that the suggested 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 construction and use
of materials in the structure.
Be sure to follow the deck construction detail available from your store salesperson.