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2000-402 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761.8256 CERTIFICAT'L"' OF COMPLIANCE Permit Number: 2000402 Date Issued: Monday, September II,2000 This is to cert' y that work requested to be done as shown by Permit Number 2000402 has been completed. This structure may be used as a Deck. Tax Map Number: 523400-148-000-0003-053-000-0000 Location: 15 DANFORD Ct Owner: JOKN&KIM GIORGM By Order of Town Board TOWN OF QUEENSBURX Director of Building&Code E farce nt BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518) 761-8256 VALUE $ 2300 Building Permit No. 2000402 TAX MAP NO. 148 . -3-53 GIORGIANNI, JOHN --& KIM Permission is hereby granted to Owner of property located at 15 DANFORD COURT in the Town of Queensbury,to construct or place a DECK 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: 15 DANFORD COURT . QUEENSBURY, NY 12804 Contractor or Builder's Name: GIORGIANNI, JOHN Contractor or Builder's Address: Electrical Inspection Agency: Type of Construction: DECK. Plans and Specifications: Proposed Use: DECK 32 June 16 2002 $ PERMIT FEE PAID—TIRS 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.) 16 June 2000 Dated at the Town of Queensbury this Day of SIGNED BY C�4� for the Town of Queensbury eA x Code Enforcement Officer � ���� TOWN OF QUE������� �ee Pafd BUILDING & CODES DEPARTNENlr Permit # ^ APPLICATION FOR: PORCHES-DECKS- DOCKS & BOATHOUSES Est, Cost A PERMIT MUST BE OB3AINED� BEFOkE BEGINNING CONSTRUCTION. PLEASE ANSWER ALL OF THE FOLLOWING: The undersigned hereby applies for a Building Permit to do the following work which will be done in accordance with the description" plans and specifications submitted, and such special conditions as may -be indicated on the permit. TWO SETS OF STRUCTURAL PLANS SHALL BE sm0exlrTEm WITH THIS APPLICATION. Owner of Prop P.O. Address hone # Property Location # Subdivision Name (If applicable) PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES: Name: - Address Phone /772~�2,I3 _ . BUILDING SPErIFIC8TIONS� Type of work to be done: Porch Dock Boathouse (Circle one). Size of Structure Co be built (square footage) : � Foundation Material : Width h� k Depth of Footing, below grade:Size of of Posts or Studs: �� x r _������� Long ' v= Size of Floor. Joists: �� x � x _��Va, Span ` R�,�� r� Decking or Flooring Material : �,m �� n~�m~� How will .Porch or. Deck be fastened to building? l]N 0 8 2009 if hoof Will Be Installed, Answer Following Questions: 10VVN. -BUILD k Size of Posts Studs: ' Long JY Roof Rafters: \ ' Roof Trusses ( ' Type of Roof Material of Roof-:� .~ - ZONING INFORMATION: TWO drawn reasonably to scale and attached hereto, showing clearly j/ano o�sz�ncz/ a| | buildings, whether existing or proposed and indicat e all set pncx dimensions from property lines. Show location of water supply and location and configuration of septic disposal area. Size of Property: ft. x ft. Existing buflding(s) : Size ft. x ft. � Size ~---- ft. x ----- ft' Use of Existing bui7diog(s) :---- ---- Proposed structure, distance from property line: Front yard ft. Rear yard ft. If on corner,- xe^o*cn from sToe streez: ft. ' DECLARATION To the best of my-knowledge and belief 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 all provisions of the Building Code, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or not, and that such work is authorized by the owner. DATE: SIGNATURE "=. =-"yen� ;y �,, REVIEWEDI BY CODE ENFORCEMENT OFFICER, DATE EDSIGNATURE RESIDENTIAL /AL INSPECTION RE ORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive Depart v Town of Queensbury Inspector's Iriitut 742 Bay Road Queensbury,New York 12804 / /} NAME 1 , PERIVITT# t `-' LOCATION '! DATE TYPE OF STRUCTURE N/A YE NO COMMENTS F' Chimney Height!"B"Vent/Direct Ven Location / Fresh Air Intake Plumb Vent through roof f Roof Complete ! Exterior F' 'sh Complete._.__ ? / Interior xterior il' 30"to 36" •. Exterior Handrails,balconies,landing 18 in or more / Interior Handrails stairs both sides 3 or more:risers r Grade 2%away from foundation / 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 feet or within lineZf site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating / . Relief Valve(s)installed Headroom,6 ft.6 in.on stairs �z Basement stairs,6 ft.4 in. / Handrail exterior stairs both sides morefim 3 risers ' Interior privacy/trim/doors/main entrance 36" Floor Finish BathroomMtchen wateitighiL Interior Handrails Balcomes/Land'`g 18 in.or more Railing across window in stairwells ' Smoke Detectors: every level / every bedroom / outside every bedroom/ inter connected Bathroom fans Plumbing fixtures Foundation tdora/d io3/4 hour fire •or closer Garage fireprooflyg Garage penetralons sealed Furnace in sepafate room protected(in garage) Light ventilati6n per room Safety glazinj 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(Cg '' of Occupancy)- Okay to issue perman C-/0( ertif of Occ cy) GENERAL INSPECTION REPORT (518)761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: 0 Building&Code Enforcement 742 Bay Road .-_ . _.... Queensbury,NY 12804.- Arrive��am/pm Depart -`- n/pm Inspector's Initials NAME: l s (> C-r Z::-A N(1 k btA r,i,V, PERMIT# �2 CO LOCATION: DATE TYPE OF STRUCTURE: RECHECK ( ` ' N/A YES NO COMMENTS FootingsMers Monolithic Pour Form.. Reinforcement in Place'3':\ r The contractor is responsible for rl providing protection from freezing /rf for 48 hours following the placement '! of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation , Foundation Walls Interior R ` Foundation Walls Exterior R- Floors R- Walls R- ��• Ceiling R- Duct work or piping in unheated spaces R-t Proper Vent, Attic Vent *gaming ,< Sack Studstfleaders' BracingBridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hourw Firestopping "�,, GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: e3 Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive am/pm Depart am/pm Inspector's Initials NAME: � G h A PERMIT# -:2—d R) LOCATION: DATE: Anoo TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings0ers Monolithic Pour Form 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 Foundation/Dampproofing BackHll Approval ~,.• Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough In Insulation Foundation Walls Interior R-, Foundation Walls Exterior R! Floors R/ Walls R �' Ceiling /R Duct work or piping in unheated spaces / R- Proper Vent, Attic Vent gaming !' Jack Studs/Headers Bracing/Bridgirig f Joist Hangers ! ,, A111 e Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin GENERAL INSPECTION REPORT ( 518) 761-8256 Town of Queensbury Dept,of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive am/pm Depa-T 9 ` a Inspector's initials NAME: 1 PERMIT 40 D, LOCATION: DATE : TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS F tin s/Piers 1 I Manali 'c ur Form Reinforcement in Place , The contractor is responsible f r providing protection from fre ing for 48 hours following the pla ment of the concrete. Materials for this purpose on si Foundation/Wallpour Reinforcement"in Place Foundation/Damppr Back611 Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbing Heating R"-In Insulation FoundFoundFloorsWalls R- Ceiling R- Duct work or piping in unheated spaces R Proper Vent, Attic Vent Framing Jack Studs/Headers BracingBridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping �! 6" u; CUSTOM VIEW �k CUSTOMER JOHN GIORGIANNI �1 DATE 06JI8I00 REF Da100138 VED JUN 0 8 2000 roW%'of QU[-EfdSBURY BUILDING.rr_ ant 7V - ,E:`COPY RX, "'Y Tom v?Gummy NmG'DE�w Based ��fi�,a \ � '`;�,.: ,,.• � �s � ��JOI10Df Ned BIfaIINik1%l fi ♦ J sam tambaurmdsleall ',;, ;, r t ' : . ' � � ' 7N,1 UM ER 1� 460 BIG BAY RD OUEENSBURY, NEW YORK " (618)792•0601' 4 T0VVN OF QUEEN URY BUILDING& PT a . REVIEWED BY, DATE / V � 3 BEAM LAYOUT CURTIS LUMBER CUSTOMER -- JOHN GIORGIANNI 460 BIG BAY RD DATE 05/18/00 REF Deck0013.9 OUEENSBURY, NEW YORK (518)792-8601 4' 4 112' j !Ii r !1 # I I I 4' 0 1/2' ' _ BEAM BEAM POST POSTE LABEL LENGTH COUNTo SPACING , E � > e' Cps"�' 5 A 15' 10 I/2" 3t 7' 9 1/2" 'IN s B 26' 9p 4 8' K)n {r Post sDcc:n g is measured center-to-center. Depth of concrete footers '--- 48 inches. "PLAN VIEW CURTIS LUMBER CUSTOMER -- JGHN GIORGIANNI 460 BIG. BAY RD DATE 05/18/00.- . REF .Deck0013'9° QUEENSBURY, NEW PORK . 15181792'-8601 27' (!\' 9 f lL IFLpo Tis iU DbcgLjE- 3'L. I i i , I I i Zip C (Tlf LOAD AND SUPPORT: Pouf deck will,"support `4 67. PSF live load. Posts have 48' below-ground'' post support. DECK AND POST HEIGHT: ,You selected a. height` -of.SO" froth .the top of decking to level ground The top of the',deck support posts will' therefore be .21.25" above ground .levek Your salesperson can provide information `for uneven or sloped ,ground. JOISTS: Set "joists on top of beams. 16. center toy'center. NOTE: " The design -may require knee braces,-and bridging between joists:. Your- materials includes , 'the, necessary,.items: The suggested design is not a finished 'building p1cn..'.,You-are responsible for all measurements being correct, for verifying that the design {cnd any -substitutions or modifications that,you maker"-meets.all local building codes and requirements.' T ' .verify-that the suggested design, . and ,any substjtutions: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- Ito follow the deck construction detail -available from your store salesperson: V Q Q ct- � 'Q�` yam.• �; � z w ~ d � � 'b O 3„0£,Z I.ZOS L£'8L l w D t. 3nl8ovl-IdHdSV ►—+ to co r co 1l N Q O O� J ,1b'6g � (>. M Q u �Cl V! 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