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2000-161 C-erti ica rI.V1 0 om"p lance f t f C 1 '.down of Queensbury Warren County,New York Nay s, 2000 date 200@161 a This is to ccrti,t that work requested to be done as shown by permit No. has been completed. DECK Tiffs structure may be used as a.� 29 HERALD DR. Location .. ... HAGADCRNI COLLEEN Owner . _ TAX MAC' NO. 12 5� -9-11 By Order Town Board TO OF EIB Director of Building& odAliforcement BUILDING PERMIT Town of Queensbury, 742 Bay Road, Queensbury,NY 12804 County of Warren (518) 761-8256 VALUE $ 2100 Building Permit No. 2000161 TAX MAP' NO.. 125. -9-11 Permission is hereby granted to HAGADORN, COLLEEN Owner of property located at 29 HERALD DR. in the Town of Queensbury,to construct or place a DECK at the above location in accordance to application togethcr,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: 29 HERALD DR. QUEENSBURY, NY 12804 Contractor or Builder's Name: HAGADORN, COLLEEN Contractor or Builder's Address: Electrical Inspection Agency: Type of Construction: DECK Plans and Specifications: 300 ,SQ FT DECK AS .PER PLOT PLAN SPECIFICATIONS Proposed Use: DECK 24 April 11 2002. $ PERMIT FEE PAID—THIS 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.) Dated at the Town of Queensbury this 1_1_Pay of April 2000 SIGNED BY for the Town of Queensbury Code Enforcement Officer TOWN OF QUELNsBuRy -VARTMENT I-ce Ilai.d. • BUILDING & CODES DL APPLICATION FOR: PORCI IES-DECKS- fermi t # d29 DOCKS & 1JOA*n10USES 11N 4 A PERMIT MUST BE 00TAINIED LILI-oltil LILGINNING. CONST-IMUTION. 111-11-ASE ANS141ilt AI-L OF .I.In- Tile Undersigned hereby applies for 11 Buildroll to do the rollowinet work wit l,11 will Im done III accordance with 'tile description , plains .111d specif-I ca 1:1 Oil!; stilml-iiii:r2d, and such slteciat conditions as may be indicated on -tile per-al-il.. IWO SI"I'S OF STRUG-JURAL I'l-All!; !;IIAI '1*1114; APPLICATION. 1117 Owner of Property:' erl �Aapp&W P.O. Address Phone # QN, Property 'Location Tax Maly # Subdivision Name (If applicable) Z-5-- 17— 1. PERSON RLSPONSIBLE F.Olt SUPERVISION OF 1401ZK AS molmS TO BUILDING CODES: Name: Address Plluncll BUILDING SPECIFICATIONS: Type of work to bra done: Porch (' I)--k Dock Boa Lliouse (Circle one) Size of structdrb to be built (scivare footage): Foundation Material : Width g 'I'll i c kii-ess Depth of Footing, below gi-ade. — " Size Of Posts or Studs: X Long Size of Floor Jois*ts: X X ?110 Span Decking or Flooring Material : [low will Porch or Deck be fastened to building? X� If R00f Will Be Installed, Answer Following Questions: Size of-''Posts or Studs: X i x Long 1100f Rafters: — X Spacing SpanRoof Trusses (pre-engineered spacing): Span Type of Roof: Sloped Flat Shed Other (Circle one) Material of Hoar: ZONING INFORMATION: TWO PLOT PLANS MUST 131--. PREPARED AND SUBMITTED, drawl, 1-ti.15olilibly La 5-cillo and aLUtchut) hereto T6W11­nj-J--C-lo(Xv wiltithol, ' Or indicate a*] I set back d Imutisiviis front pl-Opel-ty I I#,(*-S. Show lucaLloit or wal.ur supply aild location and coil ri gura tioll of septic dispo-al -tilea Size of Property: ft. x ft. Existing building(s) : Size ft. X ft. Size ft. x ft. Use Of EXistiliq building(s) : Proposed structure, stance from property line: Front yard ft. Rear yard -ft. Side yards ft. and ft, If on corner,—setback front side—street: ft. DECLARATION To the best of my kiiowltadge arid beller the St*"tellitigsts colltaillcl In this togati-lot- wi "I tl'O It s O-r proposed 131 0 11 s and d s 1-1 a c I V I c a t:i o ii r s u I.Piat i t L'"-d true and d c.omp I c!L o s La Lumen L pos d work to be done Oil L-lie and 1.1tat ;Ill Iji-ovis-i os Or- (it Bu i I d 1 1,U- Code, tile 7viiiii(I o . c shall ""d all ""Iet- I;Iwr. IMI-L"ifillitl to LhO- oWner.bo co"112"Od with, i�llctllcl- 51POcirled or not, amid L1141t slic.11 work is auLlivrized by Llic? DATE: SIGNATURE Owner, Owne s --6011 t ra C tug 4 ei'l r rac Lo REVIEWED BY CODE ENFORCEMENT OFFICER, DATE 41&�— 5 1 GNAT061Z%!- x H H H 0 a r N ro {} .17�"� a G C z d Z a Z 0 C C a 0 0 0 I' C H00 c y w, a z H 0 a r n a 0 C H za0+' x X w x M a a H M x H x m 7 i Cl H 0rrorn � umom � c xm' > � H z rM • w H 0 H Z M H N r M r a z o d n 0 m 0 0 0 z c7 ro z 0 to C r 0 H t1 t� C x C 0 . N z N N H 0 M � < 0 P Z N N raoa0rx � mKv iNHxzaoonoPac H mH a,� n � H ro x a 0 z � � m m x � m H y x C r 0 C 0 N N � nC10 a 0 H 0zr 0 r m rC zz a n y N HJ r d m H vo 2 H H 0 q ` m mH '�H a ak C� NH C H 10n �" O n r ci a z aroz N 0 m m zz m x 0 a 0H H z ^ m 0z 0 N 0 C a O ro a I CNO 00 > H 0a mHx H z�mM Oz►4 ro pcv „ r 0zr) Her H T � wooc H 05 " o n ro 01 M H ►a nzro H N z vim i > ro a n � 0 f 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 Depart ' "' aml in Inspector's Initials NAME: - PERMIT# OCR ' LOCATION: - DATE : — TYPE OF STR C`I'IJ RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form_ Reinforcement in Place The contractor is responsibl r providing protection from ecAng for 48 hours following th placement of the concrete. Materials for this purpose n site Foundation/Wallpour Reinforcement in Place Foundatio amppro BackfiIl Approval Plumbing Under Slab _ Plumbing Vent/Vents in Place _ Rough Plumbing Heating Rough-In Insulation Foundation Walls nterior R- Foundation Walls xterior R- Floors R- Walls R- Ceiling R- Duct work or piping in u ,Gated spaces R- Pro Vent, Attic Vent aming Jack StudslHeaders 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 Firestopping L -ATE CENER�INSPECTION REPORT Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive\(�� Depart r PmInspector's Ini NAME: CrC��I P►C-.,� PERMIT# — LOCATION: `Zg DATE : TYPE OF STRUCTURE: RECHECK. N/A YE O COMMENTS VFootings ers 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 si Foundation/Wallpour Reinforcement'in.Place 1 Foundation/Dampproofing I Back ill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In- Insulation Foundation Walls Interior R- Foundation Walls Exterior - Floors R- a Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing 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 Firestopping • + • i 1� 111 � „t� � x •: 1 1 •1 • , Is if III is Ii1�1i 'I i 1 1 1 1 Il.lty • II Ilf L,e f1• i n.n.n. 1 1 II�11 .9Al, s•n:. Ilit,l II ril i Fie it ,I M 1 alb r.rl�rl 11 i a .�a �� ��•'� l3I'll�lll�' •nii �' �:�,.` ��` i'E � BY.: .:..•>�.s'� j{(/ rr � ��ii i I Itr.' •�it II�.iIlcll■Ii a a sl■ � f i ,��■ f'IflR Y � .i+E,is:ai;l,: :: BN'� � �i �ni'iEu(111!�/�! l��i;• 1 / I '•� � !lili� ;�`{ �T ;w.:L'.,:,,(tia t �,�.. II'•. II II II If l! Y ► I•M= fuS4• :i ;� , � �° Illy+Epelll 1 # # b 1 ! 1 I ;1 1 IIFiI•r .e,._,i�,,�,,.,!€ _ u 1.t n I : n.lf M� '�...;" "11�" 11•il•6rGriuirr I 1 inli Iruini I! i Iriit• ! 1 I ;� A iufn r•w r x• � .i~:{w�we�al•}}r1r is*la,a;. 1 lllf Irlltll! I II 3 II Ir r:r f*.'. �:f1:It I'a!h t'f t<Iitt-,•i+a� ; I .I-��-n-u i / i !;■ 1 / I l� � !,1l,f r•-}•r-+t �mfrwe•w:• : �:. i i 1 �,• 11`It,l::•- IN ,f :au;�5•�,•it^.••• ;III,\Ilrllfil II i I ` IIMIf :ea _e:•iz� IiI bn7 l�__ • t � :I t� t•.:� s � w Lo*e's Project Design System,Store No.641,dens Falls,NY: Mon Apr Oc'�'12:51:25 2000 PostLayout for Deck 1 CV ;;T I i t , t i 20'9" i■ ■ , ' 20'9" � t t , t , - t , • t •t t , t , t t , t , t t t t t t , t , t , t t t - t , � � t S 11' ■ 1't t t , t , t t t t t , t , t t - t t • t t - , t t t t , t t 1,3., t ■ t ,3" - - - - - ----------------------- t , BasePoint , The purpose of this view is-to provide a general outline of the layout of the s)structure of the design- Be sure that this design meets your needs and local building code requirements. Some building codes require that the beams be fastened together on the same side, notched into the side of the post. A complete Project Package includes a Lowe's Project Planning Guide, Plan View, Dimensioned Plan View, Post Layout View, Dimensional View and Materials list. Please consult your local building department for your code requirements and nailing techiques. Lowe's Project Design System,Store No.641,Glens Fails, NY. Mon Apr 0312:51:37 2000 PosvLayout for Deck 2 04 �t_ I }S! 1 � t , _ I t i t , t , I I 1 7 t , t , I , I t , 1 , I , I j , t , I , I „ I t , I 1 I - I t I , I , I , I , I t .I I , t , A , � t i 1 � I 1'3" 1t 3" I Base Point - - _ -Deck 2 - - - - - - - - - -j -- C`o&—C l Z 'Dc= 1 The purpose of this view is to provide a general _outline,of the layout of the substructure of the de)ign. Be sure .that this design meets your needs and local building code requirements. Some building codes require that the beams be fastened together on the same side, notched into the side of the post. A complete Project Package includes a Lowe's Project Planning Guide, Plan View, Dimensioned Plan View, Post Layout View, Dimensional View and Materials list- Please consult your local building department"for your code requirements and nailing techiques. Lawe's Project Design System,Store No.641,Glens Falls,NY. Mon Apr 02112:51:48 2000 Dec layout 2x g a� *-4 PoSi s TV i 2'2- The purpose of this view is to provide a general outline of the layout of the substructure of the design. Be sure that this design meets your needs and local building code requirements. Some building codes require that the beams be fastened together on the same, side, notched into the side of the post. A complete Project Package includes a Lowe's Project Planning Guide, Plan View, Dimensioned Plan View, Post Layout View, Dimensional View and Materials list_ Please consult your local building department for your code requirements and nailing techicues. -- ' Loxwy's Project Design System . No.641 Glens§tore Falls. NY. Mon Apr D312:S21D20UU Materials for Deck: ' O1y UDM SKD Use ' Description 61 B\ 6597 Baluster 2�0.4DT�� �Go� emPine No.1 2 EA34841 � Beam' O2xDOx1O.4D Top Choice 4 E�� 35552 Beam ��~'O2xD8x1D.4O Top Choice � ~� ^ 1 EA 54814 Docking G/4xOUxO8 Top Choice Severe Weather GV EA 54827 Docking E/4xO6x12 Top Choice Severe Weather S EA 33838 H Top Rail, U2xOBxD8 Top Choice PT Water Rep. S . EA 33847 H Top Rail O2xOOx1D Top Choice PT Water Rep. 28 EA 36758 Joist O2x1Dx12.4O Top Choice 2 EA 36783 Joist U2x1Ux1O.4O Top Choice 5 EA 5290 Post 4X4X8.40TREAJ'ED GI02C[A 1 EA 5298 Post 4X4X6.40TRE/TED GK82C[A 12 EA 5290 Railing Post 4X4X8.48TRE/TED 6]PN2CCA 1 EA 5298 Railing Post /X4XO.4O TREATED G&82CCA 4 EA 36860, Stair Stringer O2x12x12.4O Top Choice 2 EA 33838 Tread roa O2uD8xOO Too Choice PT Water Rep. 2 EA 33941 Tread O2uOOx12 Top Choice PT Water Rep. 2 EA 33847 Tread O2d]dx10Top Choice FrT Water Rep. g GA 31258, V Top Rail 8244xDB Top Choice PTWater Rep. 1 Standard Materials Standard Materials Standard Deck Materials 1 EA 13 A planner guide L{yWE'G PROJECT PLANNING GUIDE 3 EA 51856 Baluster Screws DECKJTREATLBR SCREW 3''5LB OO EA 67415 BunmBoW �B)<8 HEX BOLT GALVANIZED8O E4 67419 � BeamN�s3 GALV HEX NUT 5/D ` 60 EA 67418 BeamVVeaher3 EALVFL/Q-VVA8HERS/8" 30 EA � 10385 ' [�oncr��e1 CONCRETE MIX BO# QU!KRETE ' 8 EA 51854 Deck Screw }lECK/TREATLBR SCREW 2-112''5LB 1 EA 60571 Joist Nails MAZE R|NGGHANKPTL5LB1ODT/401A 50 'EA 67390 Rail Post VVmohmr 8ALV 30 FLAT WASHER 50 EA 63399 Rail Post Bolt HEX LAG SCREW 3/8-7)(6 15 EA 10149 Sono Tube CQNCRETEFORM TUBES 8'X48" 1 EA 51854 Step-Screws . DECmTREATLBR SCREW 2-1/2''SLB 1 EA 99455, TOOL-PostLewe| POST LEVEL NON-MAGNETIC ' 1 EA 91447 TOOL-SnmpLine 1OO'L|NE REEL TWISTED 1O011W 1 EA 46892 TOOL-Sprayer DECK SPRYROLYK8P|C521Q8A . 1 EA 45594 Wood Seal{]PT-1 5G WATERPROOF SEAL ENT.2YR 7271 . Materials Cost of Deck: *21� plus sales tam Price Valid Today,4/3/ OO ^ This Estimate Guaranteed for 7dmy(s) PonomotesfromHNR|E77A_uod parameter file. � Panama�saused for Deck 1: 12Dp�'Kxe load,4B inch fpobnQdepth. Parameters used for Deck 2:12Opof Fieload,48 inch footing depth. - This was prepared for Name:Colleen Hogodonn Phooa745-8382 Warning:" ^ This is not a final design plan.Variations in building codes, ' specific architectural or site conomons may require changes to this design. You ate responsible for the final structure,code verification,material usage,and stro ' -