2010-281 TOWN OF QUEENSBURY
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742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 W
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Community Development- Building &Codes (518) 761-8256 L N
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CERTIFICATE OF COMPLIANCE
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Permit Number. P20100281 Date Issued: Tuesday, June 22, 2010 j
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This is to certify that work requested to be done as shown by Permit Number P20100281
has been completed.
Tax Map Number. 523400-301-006-0002-03 1-000-0000 '
Location: 5 WILLOW Rd
Owner. JOSEPH & DAWN GIORGIO
Applicant: JOSEPH & DAWN GIORGIO
This structure may be occupied as a:
Deck -
By Order of Town Boatel
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve theP 1' ,
property owner of the responsibility for compliance with Site Plan, � ` o
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enfotcement L
Planning Board or Zoning Board of Appeals.
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Foundation Inspection Report
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Office No.(518)761-8256 Date Ins tiorequ-: er.
Queensbury Building&Code Enforcement Arrive: ' : i ► j Depart: l{;, ..(pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials`, _ __
NAME: >/G r ( ) : RNIIT#: /(2-2 /
LOCATION: I /)//)c t-=s .INSPECT ON: 6.—A/—//'`
TYPE OF STRUCTURE: j e r k
Comments
FN N/A \�
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Footings ‘
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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 Dampproofmg
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
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
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Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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INC.�+ BOX 301,CLEVERDALE, N.Y. 12820
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CROSS SECTION
CUSTOMER -- GIORGIO,DAWI�� }ti_ 7 �1)6;77
DATE 05/08/10 REF Deck10128 '".
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TOWN OF QUEENSBURY
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Reviewed
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TOWN OF QU�BNSBURY r I �I�+I ......----..;;;;;'-'11\ ;
TOWN
BUILDING DEPARTMENT
Based on our limited - f
examination �` ' 1 `" --"'~ ''
with our comments shall not be construed a
compliance �,r !
indicating the plans ands s \`' ;
full compliance with the specifications are in 0:i: I --- I _-
New York State. Building Codes of 1:1' a
.... STORE NAME
i23 STREET RD
c---el,:,,.4. 1CITY, ST
(80C) 555 1212
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Plan View Iso(Front,Right,Top)View
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Front Elevation Right View
Elevations Store Name 1
Dawn Giorgio 123 Street Rd.
06/15/10
Ref:Deck10166 City,ST
(800)555 1212
Scale: 1/8"= 1'
TRESS ANALYSIS
USTOMER: DAWN GIORGIO
ATE: 06/15/10 DESIGN: DECK10166 REF:
ALESMAN # 50064 - BP
EMBER STRESS FACTOR COMPOSITE
YPE SIZE FACTOR LOAD LOAD
OISTS 2X8 DEFLECTION 295 PSF
16" BENDING 244 PSF
SHEAR 175 PSF
COMPRESSION 280 PSF 175 PSF
EAMS 2-2X10 DEFLECTION 104 PSF
BENDING 59 PSF
SHEAR 55 PSF
COMPRESSION 274 PSF 55 PSF
OLTS 1/2" SHEAR 1458 PSF 1458 PSF
OSTS 4X4 STABILITY 326 PSF 326 PSF
TOTAL LOAD 55 PSF
DEAD LOAD 10 PSF
LIVE LOAD 45 PSF
TRINGERS 2X12 DEFLECTION 292 PSF
BENDING 239 PSF
SHEAR 170 PSF
COMPRESSION 657 PSF
TOTAL LOAD 170 PSF
DEAD LOAD 10 PSF
LIVE LOAD 160 PSF
TRINGERS 2X12 DEFLECTION 399 PSF
BENDING 330 PSF
SHEAR 235 PSF
COMPRESSION 907 PSF
TOTAL LOAD 235 PSF
DEAD LOAD 10 PSF
LIVE LOAD 225 PSF
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Plan View Store Name
Dawn Giorgio 123 Street Rd.
06/15/10
Ref:Deck10166 City,ST
Scale: 1/4"= 1' (800)555 1212
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19' 10" 3 9' 31/4"
B 19' 10" 3 9' 3 1/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48"
Beam Layout Store Name
Dawn Giorgio 123 Street Rd.
06/15/10
Ref: Deck10166 City,ST
Scale: 1/4"= 1' (800)555 1212
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A joist (14) 15' 8" F cap 16' 4 1/2" 1)0 2)45
B fascia 16' 1)0 2)45 F section 7' 9 1/4"
B rim 15' 8" G cap 8' 5 1/2" 1)45 2)0
C fascia 20' 1)45 2)45 G section 7' 7 1/2"
C rim 19' 10" H cap 8' 5 1/2" 1)0 2)45
D fascia 16' 1)45 2)0 H section 7' 7 1/2"
D rim 15' 8" I cap 13' 1" 1)45 2)0
E rim 19' 10" I section 6' 1"
J cap 5 1/2"
Cut List Store Name
Dawn Giorgio 123 Street Rd.
06/15/10
Ref: Deck10166 City,ST
Scale: 1/4"= 1' (800)555 1212
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Plan View Iso(Front,Right,Top)View
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Front Elevation Right View
orations Store Name
iIORGIO,DAWN 123 Street Rd.
/08/10
f:Deck10128 City,ST
ale: 1/8"= 1'
(800)555 1212
STRESS ANALYSIS
CUSTOMER: GIORGIO, DAWN
DATE: 05/08/10 DESIGN: DECK10128 REF:
SALESMAN # GARY
MEMBER STRESS FACTOR COMPOSITE
TYPE SIZE FACTOR LOAD LOAD
JOISTS 2X8 DEFLECTION 284 PSF
16" BENDING 238 PSF
SHEAR 172 PSF
COMPRESSION 415 PSF 172 PSF
BEAMS 3-2X8LM DEFLECTION 70 PSF
BENDING 63 PSF
SHEAR 68 PSF
COMPRESSION 409 PSF 63 PSF
POSTS 4X4 STABILITY 324 PSF
BEARING 348 PSF 324 PSF
TOTAL LOAD 63 PSF
DEAD LOAD 10 PSF
LIVE LOAD 53 PSF
STRINGERS 2X12 DEFLECTION 292 PSF
BENDING 239 PSF
SHEAR 170 PSF
COMPRESSION 657 PSF
TOTAL LOAD 170 PSF
DEAD LOAD 10 PSF
LIVE LOAD 160 PSF
STRINGERS 2X12 DEFLECTION 399 PSF
BENDING 330 PSF
SHEAR 235 PSF
COMPRESSION 907 PSF
TOTAL LOAD 235 PSF
DEAD LOAD 10 PSF
LIVE LOAD 225 PSF
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Plan View l Store Name
| 123 Street Rd
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Scale: 1/4" = l'
(800)555 1212
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LABEL LENGTH BEVELS LABEL LENGTH BEVELS
A Joist (14) 15' 8" F cap 16' 4 1/2" 1)0 2)45
B fascia 16' 1)0 2)45 F section 7' 9 1/4"
B rim 15' 8" G cap 8' 5 1/2" 1)45 2)0
C fascia 20' 1)45 2)45 G section 7' 7 1/2"
C rim 19' 10" H cap 8' 5 1/2" 1)0 2)45
D fascia 16' 1)45 2)0 H section 7' 7 1/2"
D rim 15' 8" I cap 13' 1" 1)45 2)0
E rim 19' 10" I section 6' 1"
J cap 5 1/2"
Cut List Store Name
GIORGIO,DAWN 123 Street Rd.
05/08/10
Ref: Deck10128 City, ST
Scale: 1/4"= 1' (8001 555 1212
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BEAM BEAM POST POST
LABEL LENGTH COUNT SPACING
A 19' 10" 3 9' 31/4"
B 19' 10" 3 9' 31/4"
Post spacing is measured center-to-center.
Depth of concrete footers --- 48"
Beam Layout Store Name 1
GIORGIO,DAWN 1 123 Street Rd.
05/08/10
Ref: Deck10128 I City, ST
Scale: 1/4" = 1' (800)555 1212
CROSS-SEC HON /15.°
CUSTOMER -- GIORGIO DAWN - /°
DT 05/08/10 REF' Deck10128
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Tovvr4 OF QUEENSB :y—ii-7-1-----
BUILDING D ••- ri, •
Based on our fimro - . —motion,compliance
with our comr*nts shall not be construed as /I
indicating the iplans and specifications are inTOWN OF QUEEllSBURY
full compliance with the Building Codes of
New York State.1 --t w IF ,,,,, o „,, _
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S FORE NAME
123 STREET RD.
CI FY ST
Lt1800) 555 1212