Loading...
98-418 ertific cat + ►f Compliar c Town of Queensbury Warren County, New 'York DateJune 20 , 2000 0 3 a)k slq / � I 98418 This is to certify that work requested to be done as shown by Permit No. i has been completed. This structure may be used as a — _._.._ _ 528 5Q . FTC DECK 19 DA].t FORD COURT Location Owner .. �__...... THEOBALD_ DAVIL7 'PAX MAP NO , 148 . - 3 - 5 4 By Order Town Board TOWN OF QU EN BURY I Director of Auildinp, & Code Enforcement BUILDING PERMIT VALUE $ 2400 TOWN OF QUEENSBURY No. 98418 TAX MAP NO . 148 . -- 3 - 54 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to THEOBALD r DAVID & WILMA OWNER of property located at 19 DANFORD COURT Street. Road or Ave. in the Town of Oueensbury, To Constructor place a 528 SQ • FT . 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 Town of Oueensbury Building and Zoning Ordinance, 1. OWNE WS Address is 9 DANFORD COURT UEENSBURY , NY 12804 2. CONTRACTOR or GUI WER 'S Name HEOBALDr DAVID & WILMA 3. CONTRACTOR or BUILDER'S Address 9 DANFORD COURT UEENSBURYr NEW YORK 12804 4. ARCHITECT'S Name S. ARCHITECT'S Address 6. TYPE of Construction — [Please indicate by X) DECK I i wood Frame 1 1 Masonry I ) steel f l 7. PLANS and Specifications 528 SQ *. FT . DECK AS PER PLOT PLAN AND SPECIFICATIONS S. Proposed Use 528 SQ , FT . DECK 40 July 13 2000 $ PERMIT FEE PAID — THIS PERMIT EXPIRES 19 (If a longer period is required an application for an extension must be made to the Building and zoning inspector of the town of Oueensbury before the expiration date.! 13 July 1998 Dated at the Town of Oueensbury this [lay of 19 SIGNED BY �? � for the Town of Clueensbury Building and z ning Inapector '� TOWN OF QUEEHSDURY Fee Paid BUILDING A CODES DEPARTMENT Permit 11 APPLICATION FOR : PORCHES- DECKS- et OOCKS & BOATHOUSES Est . Cost . f A PERMIT MUST BE OBTAINED BEFORE 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 SIiALL BE SUBMITTED WITH THIS APPLICATION , Owner of Property : I� A- 4. P . O . Address Phone # '7"" 7S�0 Property Location `s �v4t4-6r OL44Q 1 Tax MajY # l - 3 -�54/ Subdivision Name ( If applicable ) € Seq poiA +Q, PERSON RESPONSIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES : Name : Address 4) Azf� Phone# BUILDING SPECIFICATIONS : Type of work to be done : Porch Qeck Dock Boathouse ( Circle one ) Size of Structure to be built ( square footage ) : �A #dlX00 Sr v,p Foundation Material : Width `t�i`��[ I►t��s�ti��►'s Thickness °' 5j~�✓ Depth of Footing , below grade : Z$ II �— Size of Posts or Studs : it x err x � Long Size of Floor Joists : C f` x � `, x it Span +�?� �X $ 1f $ /03 Decking or Flooring Materi alP.r �ss , E � How will Porch or Deck be fastened to building ? If Roof Will Be Installe Answer Follo ng Questions : Size of Posts or Studs : x Long Roof Rafters : x Spacing Span Roof Trusses ( pre-engineer spa ing ) : Span Type of Roof : Slope Flat Shed Other ( Circle one ) Material of Roof : ZONING I ORMATION : TWO PLOT PLANS MUST BE PREPARED AND SUBMITTED , drawn reasonably to scale and attached hereto , showing clearly and distinctly all buildings , whether existing or proposed and indicate all set back dimensions from property lines . Show location of water supply and location and configuration of septic disposal area . Size of Property : ft . x ft . Existing building ( s ) : Size fte x ft . Size ft , x ft . Use of Existing building ( s ) : Proposed structure , distance from property line : Front yard ft . Rear yard ft . Side yards ft , and ft . If on corner , setback from side street : 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 , ap4dthat such work is authorized by the owner . ! DATE : %— f C3 - 7c ^ SIGNATURE caner , Owner s Agen , .Contractor REVIEWED BY CODE ENFORCEMENT OFFICER , DATE SIGNATLIR �' l�' �=,' r'G'z�' S � � � �� � _ } RESIDENTIAL FINAL INSPECTION REPORT VY71 Office No, (516) 76i-S2S6 Date inspection request received: Building & Code Enforcement Dept. of Community Development Arrive am/pm Dep�a Town of Queensbury Inspector's Initials - 742 Bay Road Queensbury, New York 128M 1dAMF, PERMS"1" # .. �._._. 0 LOCATION - DATE - - TYPE OF STRUCTURE NIA 'YES NO COMMENTS Chimney He ghtf"B" VentfDirect Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Extsrior Rai1infls 30" to 6" — Exterior Handrails, balconies, 18 im or more - - - Interior Handrails stairs both si 3 or more 'sera Crrade 2% away from foundation 8" clearance to sill plate Gas Valve shut-off exposed/regula 18" a e grade Gas Furnaces shut-o within 30 feet wi line of site Oil Furnace shut-o atrntrance to area Furnacefflot Water " Relief Valve(s) installed Headroom, 6 ft. 6 in. on stairs _ Basement stairs, 6 ft. 4 Mi . _. handrail exterior stairs both sides more 3 risers Interior privacyhrim/doorshoain entram 36" Floor Finish Bathraouia<itchen watertight Interior Handrails Balcomes/Landing 1 in_ or more hailing across window in stairwells _ Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per room. Safety glazing IS" of less fxarn 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 (Certif. of Occupancy)_ Okay to issue permanent C/O (Certif. of Occupancy) TOWN OF Vige,NSHORY 13UILD1"G �* COVE EliF4RCEMENT Knh142 DB04 BNY ROA QU1:EN513URY NY I2 C (518) 761-s256 Iyip-A T— .�,,' -. DEPART . ' ARRIVE ! RE'S I DZNV A to RE F'dRT FINAL IgSFECTIQN y-�,gPV EST RECEIVEri : ��i S'l SAME DATE STRUCTURE � FRAMING _--- TYPE OF BACKF'ILL ,0'OU dDRT100 INSULATI�- ON FOOTINGS DING SEPTIC OR FIREPLACE W PPOSTOV E Ka ROUGH ELECTRICAL.--• Iy A is FINAL y BE G4iT 8 VENT 1isI 4iT -- Cs 11 P G VEN R F NG %TER OR F N D � ORC 5T R LI F VALV S 4iOT WAT R O RA NG F R RS NTERIOR TR VRC INIS14 O S ' T T AT K DORS SWE I OT1i P. F RS GAft �'---- .--" Gs STAIR G_A_it N.-CSLT DRS O tiS u � x Es pp uN C7 su PN G G F Rs ' R G ------ F A E . SITE PLA VARIANCF% LA F A SU V P OK Tfl SUE OR C C i j } 1 GENERAL LN CI'.I NJ REPORT Town of Queensberry Dept of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arriv" arn/pm Depar! Inspector's Init' NAME: ' PE # p LC3CATIQN: DA "" ] ��Cl TYPE OF STRU RECHECK NI YES ND QMME'NTa Footings/Piers Monolithic Pour Forth 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 Reinforoement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbin 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- Propent, Attic Vent n Jack Studs/Headers Bracing/Bridging _ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration sealed Fire Wall 2, 3, 4 hour Firestoppimg n00Rt tAe GENERAL INSPECTION REPORT . +� �• 'own of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Hay Road Queensbury, NY 128" Arrive :i rtt Depart �[ a ]inspector's NAME: [7vv.,3 Xn _= '1�t- t� '� PERNUT # - LOCATION: G DATE TYPE OF STRUCTURE" _ RECHECK ,.� NIA YES O CONrS %efF otingsJPiers Monolithic Four 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 propose on siter� Foundaxtion/Wallpour Reinforcement in Place FoundationlDampproofing Bacldill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plutxibin 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 Framin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 21 3. hour. Penetration Sealed Fire Wall 2, 3, 4 hour Fire stopping ZZ,S3S `� � as Tor 13 3z¢. FILE COPY ti "M of Quwnty enmom6mpw Ew 45'7o kL muw on our IlanL m usmmsow mmpft wild our comments she" G et be Cen*uW w Moc"ng && �..� pions aim moons iro in lull A'Y'; 'o tZ p Ju 7al . 3f'fl - CNN 01anm wide lire We TOWN C Lacer Asa M is. }o" REVIEWED BY tlaa% nx crass ,rs:srsrr covMrr - _..._ .. .. [AS o U a�W issaa DATE PLAT CANOW 8 SUM s is d L L S8 Z6L 9 L S 2.1311 L W/60vN/S3^M1S HO1 :JA Wcl l F : 866 L — E G7-5 � c c wn w4 cn T � � O O m 3mw C m \ rrm m m -n C7 1 Y.xh n fee ! m ef If If d of ` fod ef ell Y Y , ! fe ' / e fee fee •' l ir/`J' r % lf/ ',�e " ff/J, of d If fee e If y^ 1V, ' / I�flr , r % Y I Re GTE a C'] r ao - i co co co u� I C] wz c = � m m A � y BEAM LAYOUT T CURT IS LUMBER CUSTOMER -- GENERIC CUSTOMER ov,= ZAe DATE 07/10 /98 REF Deck98191 � '� 1uC� C I 'i SALLS70N SPA ir 2. Z�`�F I • � � it I i � I r I ; 170 cIH - - - F- ul ukk T 3 1/2" l 1 II 1' 4 112" i� I n � v2• r I BEAM BEAM POST POST LABEL LENGTH COUNT SPACING A 6' 1/2" 2 4' 8" B 23' 10 1/2" 4 7' 10 1/2" C 23' 10 1/2" 4 7' 10 1/2" D IS' 9 1/2" 4 S' 2" E 9' S I/2" 3 4' 7" Post spacing is measured center-to-cants.=. Depth of concrete looters --- 48 inchts. PLAN VIEW CURTIS LUMBER CUSTOMER -- GENERIC CUSTOMER DATE 07 /10/98 REF Deck98I9I BALLSTON SPA 518-885- 5311 Pao Ir —i- 1 1 • � 1p1i ` it I ;t it ii I '1 P I it • f l i k 1 it it 1 �I S 4 � it 1 'I ! •�i I -1 I i r ;I i! i i :i A T .i J u 1 _L ! I I 01 4 LOAD AND SUPPORT. Your deck will support a 54 PSF live load. Posts have 48" below-ground post support_ DECK AND POST HEIGHT. You selected a ]Height of 26" from the top of decking to level ground. The top of the deck support posts will therefore be 17.25" above ground level. Your salesperson can provide information for uneven or sloped ground_ JOISTS: Set joists on top of beams, 16" center to center. (VOTE: The design may require knee braces and bridging between joists. Your materials list includes the necessary items. The suggested design is not a finished building plan You are responsible for all measurements being correct. for verifying that the design (and any substitutions or modifications that you make) meets all local building codes and requirements. To verify that the suggested design, and any substitutions 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 to follow the deck construction detail available from your store salesperson.