2012-451 TOWN OF QUEENSBURY
742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201
�_ Q ry,
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20120451 Date Issued: Monday, September 09, 2013
This is to certify that work requested to be done as shown by Permit Number P20120451
has been completed.
Tax Map Number: 523400-301-017-0001-018-000-0000
Location: 35 FOREST Ln
Owner: CARL ARNOLD
Applicant: CARL ARNOLD
This structure may be occupied as a:
Shed / Storage Sheds
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, „D p //
Variance, or other issues and conditions as a result of approvals by the Director of Building&Cd4e Encement
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
7-12 Niv Koad,Qw!cosburv,NY 128045902 (51�)761-8201
CornninnityDevelopnicnt- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Nuniber: P20120451 Application Number: A2012051
J'ax .%Iap No: 523400-301-017-0001-018-000-0000
Permission is lie rcby grai i tcd to: CARL ARNOLD
For property located rat: 35 FOIZEST Ln
m the.Towyn of Queensbury, to construct or place
at the above k)Can tloit) accordancc with application together with plot plansarid other infi)rtimtion hereto filed
and approved atid 11i compliance with the NYS Llniforni Building Codes arid the Quecrisbury Zor)Ing
Ordimixe. Type of Construction Value
Owiter.Wdress: CARL ARNOLD Shed/Storage Sheds $1.800.00
MELISSA DOUGAN Total Value 51,800.00
35 FOREST Ln
QUEEN SBURY, NY 12804
Contractor or Budder'; Name /' .-\ddrcs-., Electrical Inspection Agenc)
Plaris& Specificrl
atios
!2012-451
Shed 14' x 16' =224 sq ft
stick built
I
$40.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Saturday, September 21, 2013
(If a longer period is required,an applicatifin for a n extension 111USt be inade to the code Enforcernelit Officer
of the To-kvn of Queensbury before the expiration date.)
Dated at the Town of Queensbury; Friday, Septeniber 21, 2012
SIGNFID BY for the Town<)f QUOMISbUrV.
Director of Buildiiig&Code t,"nforcerrient
OFFICE USE ONLY
TAX MAP NO. 30), It�
/ I 2 PERMIT NO. A / sE.F:) , NOP
FEE PAID ' BLDG. &CODES APPROVA /�
i I
ACCESSORY STRUCTURE B LDING 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 BUILDING PERMIT.6-12
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OWNER: /✓2/U�li//� ` L� INSTALLER/BUILDER: �✓/- ib (, -c,?)
3 f=
ADDRESS: / U �
S� '"t ��__# :/� ADDRESS: ,'J rr S T A ��, Ol /. ivy J zrar
PHONE NOS. 5272 c9
J72721.2/3 C J-7,7 y/rd,J Pj AE NOS.57 '793,2/3 I' C-67 2 775,—/D
LOCATION OF PROPERTY: 54-'77 ----- SUBDIVISION NAME:J,9 s'4 c' % .NES(/ rine,-/Y 73/weS:.:c
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 1ene, f. 6/9-7— rMC2 •
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO
IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL:
ESTIMATED COST OF CONSTRUCTION: $4 ,P0404 7 .NY OTHER ACCESSORY STRUCTURES ON PROPERTY? yes
IF YES,PLEASE LIST: / eee SS,r 8 /
/4 X
y sf,-�,tc '�
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
Sr ND PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH
DECK
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE •
BOATHOUSE WITH SUNDECK
DOCK
SHED .a 2 9
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO] REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
To the best of my knowledge, the statements contained in the application, together with the plans
and specifications submitted, are a true and complete statement of all proposed work to be done
on the described premises and that all provisions of the Building Codes, the Zoning Ordinance,
and all other laws pertaining to the proposed work shall be complied with, whether specified or
noted, and that such work is authorized by the owner. Further, it is understood that I/we shall
submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested
by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed
surveyor, drawn to scale, showing actual location of all new
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
codes(daaueensbury.net
I have read and agree to the above.
VISIT OUR WEBSITE FOR MORE INFORMATION
Signed Dated: //
9/7 /e--- www.aueensburv.net
Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 - Arrive: am/pm Depart
y
.Yr-Pam/pm
Date Inspection request received: 01)1/1/ / Inspector's Initials:
NAME: i NIG I PERMIT#: ) ' `
LOCATION: 3:; (Cr v�-e 7 I ��rV - DATE: (7/ K /r$
TYPE OF STRUCTURE:
Comments:
Yes No N/A
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 sq.ft.-150 sq.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 sq.ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum W Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/'/,hour fire door/door loser
Gas Logs in Sealed or Glass Enclosure
Final Electrical; Energy Saving Light Bulbs 50%
Final Survey Plot Plan G:
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required l\\\ 6LAThy,
Flood Plain Certification, if required
Okay to issue C/C or C/0[Temporary/Permanent] 0-1--**/)(
L:1Building&Codes Forms\Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08;Revised 12/22/10, Revised 04/13/11
di..c I-3
Foundation Inspection Report
Office No. (518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:
649 •
NAME: C &rl Xi (\o PERMIT#: ��` 5-1
LOCATION: ,3 5 F&'�A,,ic INSPECT ON: 7- -/d
TYPE OF STRUCTURE: :MA pa
Comment,
Footings X N N/A 7 '-f�i-/ 'QO�S
Piers
10 co$- rr? k e4_r �"^f
Monolithic Slab /
Reinforcement in Place
The contractor is responsiionfromble 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
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forrns\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
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TOWN OF QUE.. ibri, R ,
BUILDING & 0 , • * Dili `r
Reviewed B 1� /�:
Date: / 11 �� r. .� L i;�
iV ,� ., .
Meit./0 LIV71/, R:-v ' — 5-J.:14-"C' All 0 to ".ie:•!a
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;i TOWN OF OUEENSBURY
/ /vibe, BUILDING DEPARTMENT
i Based on our limited examination,compliance
--7-4p0-1.3 h) q " i 7 3413 with our comments shall not be construed as
indicating the plans :nd specifications are in
Ml compliance with the Building Codes of
New York State.
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Job Reference(optional)
Saratoga Lumber Traders,Ballston Spa,NY 12020 Run:7.250 s Aug 25 2011 Print 7.250 s Aug 25 2011 MTek Industries,Inc.Wed Apr 25 10:58:18 2012 Page 1
ID:ksj01 U SyywHtlylcH5sfrQzNCsp-sAbajME5ua LoOoev1 XOfRwV t3?v785rq W htbM2zNCrF
5-2-7 10-0-0 14-9-9 20-0-0
5-2-7 4-9-9 4-9-9 5-2-7
4x4= Scale=1:37.1
11
C 7O0 12 P
,$0
4x4 i 44
B D
�s 41
AAill iH40°110 ,..
E
0 G .1
5x5= H F 3x6 Q
2x4.' 5x8= 2x4\\
�
2-0-0 � 10-0-0 16-0-0 20-0-0
2-0-0 8-0-0 6-0-0 4-0-0
Plate Offsets(X,Y): [A0-0-13,Edgel,(E:0-1-15.0-1-81,(G:0-4-0,0-3-01
LOADING
COLA ING(psf) 385 SPACING 2-0-0 CSI DEFL in (loc) I/dell lid PLATES GRIP
(Ground Snow 50.0) Plates Increase 1.15 TC 0.86 Vert(LL) -0.10 G-H >999 240 MT20 169/123
TCDL 10.0 Lumber Increase 1.15 BC 0.35 Vert(TL) -0.12 G-H >999 180
BCLL 0.0' Rep Stress trier YES WB 0.48 Horz(TL) 0.01 F &a n/a
BCDL 2.0 Code IBC2006/TP12002 (Matrlx-M) Weight:68 lb FT=20%
LUMBER BRACING
TOP CHORD 2 X 4 SPF-S No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD 2 X 4 SPF-S No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except:
WEBS 2 X 4 SPF-S No.2 10-0-0 oc bracing:G-H.
MiTek recommends that Stabilizers and required cross bracing be installed
during truss erection,in accordance with Stabilizer Installation guide.
REACTIONS (lb/size) F=1167/0-3.8, H=853/0-3-8
Max HorzH=-151(LC 7)
Max UptiflF=213(LC 9),H=-207(LC 9)
Max GravF=1167(LC 1),H=892(LC 2)
FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
TOP CHORD A-B=102/387.B-0=517/112,C-0=-341/141,C-P=323/141,D-P=-469/112,D-E=-129/537
BOT CHORD A-H=-150/277,G-H=-671482,E-F=-331/536
WEBS D-G=45F342,B-H=1021/224,D-F=1157!220
NOTES
1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=1.Opsf;h=25ft;B=45ft;L=24ft;eave=4fk Cat.II;Exp C;enclosed;MWFRS(all heights);cantilever left and
right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
2)TCLL ASCE 7-05;Pg=50.0 psf(ground snow);Ps=38.5 psi(roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
3)Roof design snow load has been reduced to account for slope.
4)Unbalanced snow loads have been considered for this design.
5)The bottom chord dead load shown is sufficient only to cover the truss weight Itself and does not allow for any additional load to be added to the bottom
chord.
6)This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
7)'This truss has been designed fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 213 lb uplift at joint F and 207 lb uplift at joint H.
9)This truss is designed In accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
10)'Semi-rigid pitchbreaks including heels'Member end fixity model was used In the analysis and design of this truss.
LOAD CASE(S)Standard
PDF created with pdfFactory trial version www.pdffactory.com
PRNIII411411419n10i
PLOT PLAN
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