2007-565 TOVN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
4z Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF C 0 M P L I-A-N- E
Permit Number. P20070565 Date Issued: Monday, June 23, 2008
This is to certify that work requested to be done as shown by Permit Number P20070565
has been completed.
Tax Map Number. 523400-301-017-0001-065-000-0000
Location: 899 SHERMAN Ave
Owner. BRYAN & DORA HAAS
Applicant: JAMES ROBINSON LE
This structure maybe occupied as a:
Porch
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,
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board 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: P20070565 Application Number. A20070565
Tax Map No: 523400-301-017-0001-065-000-0000
Permission is hereby granted to: JAMES ROBINSON LE
For property located at: 899 SHERMAN Ave
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: BRYAN &DORA HAAS
899 SHERMAN Ave Porch $18,000.00
QUEENSBURY, NY 12804-0000 Total value $18,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans &Specifications
2007-565
96 SQ FT ENCLOSED PORCH
$40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday, September 21, 2008
(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 To zz
Se tember 21, 2007
T=7/4
SIGNED BY for the Town of Queensbury.
Director of Building&Code Enforcement
USE ONLY ......� "..............0 .............__�_..._._0VeFE
R ! ,
TAX MAP NO, PERMIT NO. - ;
i // eP ., �
FEE PAID `7 0 s BLDG.&CODES APPROVA ;
0,
-----_---_-- _._-..-------..._, '....... �..........
ACCESSORY STRUCTURE BU DING 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
VALID BUILING PERMIT. l /
OWNER: J �i¢'� fI/¢ S INSTALLER/BUILDER:'1 , 'y"I dA.C' 4-7 S
ADDRESS:� 2 r-vi ADDRESS: `3 2 Y 014 C'�0 r ✓V l I Ze3 0 r
PHONE NOS. �-�l� _ L S (1 V PHONE NOS. 2, lJ
LOCATION OF PROPERTY: SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: /�/ r 'S
ESTIMATED COST OF CONSTRUCTION: $!�)T ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST: S 2,4
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: k, Sc, PHONE:
sr Hn PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
$Q.FT. SQ.FT. 8Q.FT. FT.&IN.
OPE"i 1?CRCH
DECK
3 SEASO OVERED OR ENCLOSED PORCH* /b
1
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED LA
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 have rea d agre he above. codesgDaueensburv.net
VISIT OUR WEBSITE FOR MORE INFORMATION
Signed ��Dated Z(� U7 www.aueensbu�.net
Is
Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804
B 1-LGL 11-05
7/j A4
Queensbu Building & Code Enforcement - Residential Rind Inspection
rY 9 pest on
Office No. (518)761-8256 Arrive: am/ Depart:jlf am/pm
Date Inspection reque t received: Inspector's Initials: KAC
NAME: PERMIT#:
LOCATION: DATE:
TYPE OF STRUCTURE:
Yft No N/A Comments: 6`f 7 �
4' Budd Number Address visible from road
Chimney Height/"B'Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof /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 arches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/EAerior Railings 34 inches to 38 inches
Deck Bracing/Handicapped RaTp Compliant
Grade away from foundation 6 inches with 10 feet
6 inch dearance to sill plate
Gas Valve shut-off e !regulator 18 inches above grade
Interior /trim/doors!main entrance 36 inches
Bathroom/Kitchen watertight
Safety gIazM/Window in stairwells safe
interior Smoke Detectors/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: rBattery backup:
Attic access 30 indies x 22 indws x 30 inures 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
Floor truss,draft stopping finished basement 1,000 sq.ft.
Effwgency Tess below grade
Gas Furnace stwt-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Fumace/Fbt Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed I Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum''Gypsum
Basement stairs dosed rise>4 inches
Gamge Floor Pitched
Garage ftwoofing/%hour fire door/door doser
Duct work Sealed property
Gas Logs.in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker in Bedrooms
Flex Gas Pipe Bonding
As Built Septic System I Sewer Dept.Ins Sticker
Site Plan /Variance required
d
Flood Plain Certification,if Etcluired
Okay to issue C I C or C 10 Temporary/Permanent
L:1Building&Codes FormslBuilding&Codesllnspectian FormslResidential Final Inspection Fonn_revised_10D405.doc;Revised
January 7,2008
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received: �?
Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: te�— -
NAME: (�'i i' � f r� PERMIT#: o — 51.5
LOCATION: "q INSPECT ON:
TYPE OF STRUCTURE: G'
Comments
Y N N/A
Footings
iers
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
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 8.
L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
Made in America for Over 30 Years
Four Seasons Solar Products LLC
ENGINEERING CALCULATIONS
STANDARD 230 SUN AND SHADE:
STRAIGHT EAVE
8'-0" PROJECTION BY 12'-0" FRONT WALL
WITH 4.25" ALUMINUM ROOF PANELS
AND "H" BEAMS Of New
FOR THE HAAS RESIDENCE
LOCATED AT 899 UPPER SHERMAN
QUEENSBURY, NY 12804
DATE: August 17, 2007
THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED ss�a
70 psf ROOF LOAD
90 mph EXPOSURE B WIND LOAD
AS PER THE 2002 NEW YORK STATE BUILDING CODE
AND EITHER MEETS OR EXCEEDS THESE LOADINGS
NOTES:
I. THIS SUMMARY PERTAINS TO THE STRUCTURAL INTEGRITY OF OUR UNIT UP TO, BUT
NOT INCLUDING,THE CONNECTIONS TO THE EXISTING STRUCTURE AND/OR ANY NEW
CONSTRUCTION. ALL SUBSTRUCTURE DESIGN REQUIREMENTS AND CONNECTIONS
TO THE EXISTING STRUCTURE ARE NOT INCLUDED IN THE SCOPE OF WORK FOR THE
FOUR SEASONS PRODUCT,AND MUST BE DESIGNED BY A DESIGN PROFESSIONAL.
2. THE ENGINEERING DESIGN SCOPE FOR THE FOUR SEASONS PRODUCT DOES
NOT ACCOUNT FOR SPECIAL LOAD CONDITIONS CREATED BY ATTACHMENT
TO THE EXISTING STRUCTURE. THESE MAY INCLUDE SNOW DRIFTING OR
UNBALANCE SNOW LOADING. ANY SPECIAL LOADING CONDITIONS MUST BE
EVALUATED BY A DESIGN PROFESSIONAL.
Association
5005 Veterans Memorial Highway • Holbrook, NY 11741 • Telephone(631)563-4000 • Facsimile(631) 563-4010 • www.FourSeasonsSunrooms.com
GENERAL NOTES : n
A. fOUNDAII0N5
I. MAXIMIJIA PRESUMPTIVE A'l(DWADLE SOIL `FARING FPE55Lj;.PE FOR NEW FOOTINGS i 3000 F15F,
2. FOOTING t)(CAVATION5 AND FORM5 SMALL BE REVIEWED BY LOCAL BUILDING OFFICIAL PRIOR,TO PLACING CONCRETE. O
3, foc'mw; I LEVATION5 SMALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL Of THE ENGINEER.
B, CONCKI-,I I'
1. ALL GON0,'.ETF51-IALIL DEVELOP A MINIMUM COMPRE551VE 5TKENGTh AT 25 DAYS Of 3,000 P51.
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ALL CON(BETE WORK SMALL CONFORM TO ACI 3 18.
I'LA(l 1XPAN510N JOINT MATMAL BETWEEN EDGES Of SLABS AND VERTICAL SURFACES UNLE55 OTHERWISE NOTED.
"0 FlICI UKAL LUMBER tn(1)
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I Kt ICI Ul-',AL LUMBER SMALL BE GREEN DDUGILA5 I-IF,LARCH NO. 2, OR BETTER, UNLESS OTHERWISE NOTED
'()114 Hi[, PLANS WITH THE FOLLOWING MINIMUM PROPERTIES:
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Iv 95 P51
I I'GO0,000 P151 Ln
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2. ALL TREATED LUMBER SHALLF," No. 2 50(JITHERN YELLOW PINE, OR BETTER, WITH
ACU(AITAUNE COPPER QUATERNARY)TRFAI MEN r.
3. FROVIDL VVA511ff R9- BETWEEN ALL THE BOLT I itAD5 AND WOOD AND BETWEEN ALL NUTS
AND WOOD.
4. LAG 130I.P.7, AND 5--REW5 SHALL BE PROVIDLE) WITH LEAD HOLES HAVING A DIAMETER NOT
GREAT LK THAN 70 PERCENT Of THE THREAD DIAMETER OF THE DOLT OR SCREW. ALL LAG BOLTS
AND F)CF.,t'AV5 SHALL BE INSERTED IN LEAD I BY TURNING AND UNDER NO CIRCUMSTANCES
BY DRIVING WITH A HAMMER.
5. THROUGH BOLTS SHALL BE PROVIDED WIT H BOLT HOLES WHICH ARF TO-L INCH LARGER THAN
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THE 1301,15-
G, STEEL f OR ALL ACCESSORIES SHALL CONFORM TO A51'M A3G-,
7. PLYWOOD SMALL BE C-C EXTERIOR, DFPA GRADE' MARKED C)K FCQUIVALLN 1, Of 1111-.1-HICKNE55 5HOWN ON THE DRAWINGS-
8. PKOVIDIF OT HER MANUFACTURED ACCE550Plf5 A5 AND A '
9, ALL FADKICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL'41,Tt, FA`,--.51ENt'R5. INCLUDING
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BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION DOLTS, NU-151 WA"5IIFP",, LAG 001,3�
�OR SCREWS SMALL 51 GALVANIZED IN ACCORDANCE WITIITIIL OF'. I'HAI ACCE,550RY,
Z 0
A5rM A213. A 153 OR OTHER. z 04
10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNAl ED AS PRODIX.: PRO[A)"I"T'D Pi)' TI III Lu
SIMPSON STRONG Tit COMPANY. PROVIDE ITEMS NOTED OR IfQLJIVAl-LN I PH 0DUCTj. z ui <z
1 1. ALL LAMINATED VENEf-P,LUMBER (LVL)SHALL HAVE THE FOLLOWING MINIMUM I
a. r-b = 2,G00 P51
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C. fc (PERPENDICULAR} = 750 P51 Z N
d. E = 1 ,900,000 Psi
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5005 VETERANS MEMORIAL HIC11-1WAY
HOLBROOK,NEW YORK 11741 CLIENT BRYAN HAAS
DESIGNERS AND MANUFACTURER OF FOUR SEASONS SUNROOMS A00RESS 1 899 UPPER SHERMAN
230 5UN $ 5MADE DE51GN ADC)2S5 2 QUEENSBURY,NEW YORK 12804
PHONE 03150
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