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2003-328 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: -_P20030328 . Date Issued: Friday, September 12, 2003 -- This is to certify that work requested to be done as shown by Permit Number P20030328 - - has been completed: - Tax Map Number: _ 523400-227-017-0001-024-000-0000 Location: 8 N SEELYE Rd Owner: . . EDWARD &ADRIENNE ZIBRO Applicant: EDWARD &ADRIENNE ZIBRO This structure may be occupied as a: By Order of Town Board Deck TOWN OF QUEENSBURY Porch 4 .4../- Director of Building&Code Enforcement TOWN OF QUEENSBURY ea, 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030328 Application Number: A20030328 Tax Map No: 523400-227-017-0001-024-000-0000 Permission is hereby granted to: EDWARD & ADRIENNF,ZIBRO For property located at: 8 N SEELYE Rd 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: EDWARD &ADRIENNE ZIBRO Deck 8 N SEELYE Rd Porch QUEENSBURY,NY 12804-0000 Totall . 0 Value $2,000.00 .00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2003-328 192 SQ FT PORCH AND 210 SQ FT DECK AS PER PLOT PLAN SPECIFICATIONS 210 SQ FT DECK AS PER PLOT $40.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,May 29,2004 (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 th of Que sbury; "Thursday,May 29,2003 SIGNED BY Li __ .���1/ 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.0-3==.3 HC) — inspection will be made until applicant has received a valid Fee Paid $ Oo building permit. All applicants'spaces on this application must be Reviewed By: • completed and must appear on the application form Applicant: Pdc-t-P W. ? Owner: CJi-e) 2/S Address: --J:k g z? tt1oQV) Address: 146'Sc p �cL alf Phone# (a...((o- Gq d Phone#(.J-/2) e r - 9� Email Address: Email Address: 4-E Z av y awe Person Responsible for Supervision of Work as Regards to Building Codes: Name PGCtvA,-erf C_, eib _ . Address: _,�i Phone J t —99Cv Property Location: Lot Number; l 7 / House Number #g / 1s ` Subdivision Name: Tax Map Number: 2,-27 it/7 —f— Z`/ Estimated Market Value of Construction: $ ®P© • /Porch Deck `5c2 "j RECEIVED ❑ Dock ❑ Boathouse MAY 2 2 2003 ❑ Other work(describe OF QUEENSBURY Size of structure to be built --� 3Z. square feet TOWN ' UILDING AND CODE Submit along 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 a : ovisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed• ork . all be complied with,whether specified or noted,and that such work is authorized by the owner. Applicant's signature: /eig,L Or,�•t� - Date: Z..a O L:\SueHemingway\Building.Permit.FORMS\Porch.Porch.Permit-doc 8/13/02 revised per DH c`H Residential Final Inspection >® . Office No. (518)761-8256 Date Inspection request received: G/J74f' Queensbury Building&Code Enforcement Arrive: am/ Deeppart:. pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Z L -O PERMIT##: �/�-'/302 • LOCATION: ? Seel . DATE: VP/7% 03 TYPE OF STRUCTURE:, Comments _ Y N N/A • Chimney Ht./"B"Vent/Direct Vent Location ' . Fresh Air Intake • .:tv•. � 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 Complete Interior/Exterior Railings 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 at entrance to furnace area Furnace/Hot Water Heater operating -Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. . Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window - Carbon Monoxide detector Plumbing.fixtures . Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade . Basement stairs closed rise>4 inches %hour fire door/door closer Garage fireproofmg ' Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)Inaccessible area Crawl Spaces 18"x 24"access, 1 sq.ft.-150 sq.ft.vents Building No./Address visible from road Final Electrical .. Site Plan I-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) tr Okay to issue Temporary C/O(Cert.Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) L:\SueHemingivay\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 AirPAIL Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: • Queensbury Building&Code Enforcement Arrive: am/p epart: - /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , am NAME: z.�fg o2O PERMIT#: 3 3 45 LOCATION: ;eV. , . INSPECT ON: WO'' TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers f� 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 V2 inch or 5/8 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 1 Al1-1 Framing / Firestopping Inspection Report • Office No. (518) 761-8256 Date Inspection request received: -7 l G 5 Queensbury Building&Code Enforcement Arrive: am/ Depart: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ II 05C1 . L)ro 33 NAME: PERMIT#: LOCATION: F ,- INSPECT ON: U TYPE OF STRUCTURE: , (/( • Y N N/A COMMENTS ...„ _ _ K.i.,.. 1 6:c// S.„7.),... ....2 u.{ cc.,2. ljvt. 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 tY2 inch or 5/8 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 lari-t5 .. ,(444-4Reit .__dr . z.- L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: 1 ' `� Queensbury Building&Code Enforcement Arrive: am/p> Depart: r - -am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: .Zt T5leo PERMIT#: 3 z8 LOCATION: INSPECT ON: Q TYPE OF STRUCTURE: Comments • Y N N/A s otings Piers / n`� / " ( cit,I?ce onolithic 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 r 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/ terror • - Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 • • Foundation Inspection Report Office No. (51"S)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p �pf Depart: - . /pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: V NAME: 2_ PERMIT#: 6)5, • LOCATION: , INSPECT ON: TYPE OF STRUCTURE: Comments Y i N/A /"•,tinge Pier- • • Mt olithic 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 a • 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 u der slab • Backfill Approval • Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- • Rough Grade 6 inch drop within 10 ft. • L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 4. -.',,-.___ , 700 ig--- • • ` I 2' � -CD �I0ti' 1 033,,,vATOWN OF QUEENSBURY BUILDING DEPARTMENTBased on SB t'snited examinationTOWNOr QUE7INSBURY �� c compliance with our commentsa� BUILDING ' t,�'A' !vet plaans and spelt, not be construed ations are m fill II V Np Y 20 03 compliance with the Building Codes REVIEWED B TOWN 0�QUEENSBURY • of New York State. BUILDING_, ; CODE DATE � F� aPY n . . —-— -—- - �r I _ - ter.-: mum mono ��. ��� mown ■rrr■ r.�rrru mommaar.�r..�rrrrrrrrosimenr.�. .....N.l..r rr~ —— .ir.emrlEmmEEmmEMMMENNe.ENimmEN•MIIIMainlillimmElllieimil. �nEm.....IMmE1111M.rEmmEMINimINIIIIN•MIr�. GREEN METAL �TOP OF PLATE NI.. Ij�j11j.�I1�.I.j11I1j.1j1j�Ci ROOF TOP OF PIATE • IAl• tWMi•L .JQB— PORCH 02• T i'0 SON — — — _ OP OF FDN. ___N__.____ 1 I J O I 1 p 1 1 I - 1 I I ,o I a. 1 O I I I in —1 TOP OFFS1 G TOP OF FOOTING _ -— r 1 PORCH/DECK REAR ELEVATION SCALE:1/4" = 1'-0" ! .S 41 12 z �d 8 [77 -" v-°<[' • METAL ROOFING LAG 2 X 8 TO 2 X 8'S @ 16" O.C. 2 12 r EXISTING WALL (2) 2 X 8 BEAMS - 1.111.11111_2,1 - 1.0 4X4 CEDAR 3'-0" a • POSTS -.-, `i N) C - - `..` R I A = 5/4" P.T. d ✓d-�/�' � DECKING �, !LAGTO 2 X 10'S P.T. @ 16" 0C. EXISTING WALL 5/4" P.T. DECKING 6 X 6 P.T. DECK c ' , POST (TYR) i I ' I I I ON 12" DIAMETER - HOUSE SONOTUBE (TYP.} o FOUNDATION --,r ______2,_ 12'-07 9'—O" •. a 211_0" , 9NC / 3LcK LEFT ILFVATO \ SCALE: 1/4" = 1'-D" J • 12 0 , f,- 12 2 X 8'S 4 16" O.C. - (2) 2 X 8'S BEAMS ........... ---. to' - - V -- oQ J = 3'-0" _ ` oo 1 • ] ] , .,If ,III dil 10 __ I �� � 2X10'SP.T. @16" 0.C. 111 6 X 6 P.T. DECK 2 X 10 P.T. P T. BEAMS 00 12'(D IA ) • j SONOTUBE (TYP) T ft/ lote ' 1 . SCPEb \ / OC - C - TiLEVATO \ SCALE: 1/4" = 1'-0" . ,r a • 10_0„ r� 1 '7- s r !- �- r n 0.1" e9 n 'Is Lr -I • / t16 1/( .tj � � (- a '\7t N L. � r -1 L. a � r 1 X U N 7-1111 ir ir lr lrr i t ir i t 1 r ir -ir irLur cc). 1 r 'cs,' oOie 4 , N 2 X 10'S P.T. 0 16" O:C. r '°;' � ' � °p, • r X i N L O r `1 I N 111 r r ■ y 6 X 6 P.T.DECK --- -, J L .J L 1 L J L J L J. ., J L J L JL J L J _ -I \\ POST (TYP.) Y ; -- *a i - (R) s 1 ON 12" DIAMETER (3) 2 X 10'S P.T. BEAMS i _ STAIRS: SONOTUBE (TYP.) 3 RISERS 0 7 1/2" 2 TREADS. @ 9" 16'-0" 10'-0" y 26'-0" r e o- K F HAV \ C 9LA \ SCALE: 1/4" = 1'-0"