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AST-0561-2018
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: AST-0561-2018 Tax Map No: 252.-1-36.4 Permission is hereby granted to: Howland Construction For property located at: 304 LOCKHART MOUNTAIN 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 Owner Name: Richard Filbert Deck $2,800.00 Owner Address: PO Box 2271 Total Value $2,800.00 Ogunquit,ME 03907 Contractor or Builder's Name/Address Electrical Inspection Agency Howland Construction PO Box 708 Lake George,NY 12845 Plans&Specifications Deck Addition 108 s.f. (connecting two existing decks to create one large one) $ 125.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, September 10,2019 (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 ue bury; MO r• -y, • - ber 10,2018 i SIGNED BY: \ for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only ACCESSORY STRU URE Permit#: �i 'vs(( `2-a(8 PERMIT APPLICA IOC C L Li VeEi : $ 1 2.'C, csO Town of Qyeensbury 742 Bay Road,Queensbury, NY 12804 i d82_- P:518-761-8256 www.queensbury.net � SEP 4 2J�C Project Location: ,�0�( W lorT' ► -� °Otli`N OF QUEENSBURY RUILDING& CODES Tax Map ID #: 252* l _ 36 ' ti Subdivision Name: CONTACT INFORMATION: • Applicant: Name(s): ,om& 1 �144 (1144,, Mailing Address, C/S/Z: 6 &jc 70S1 Ge°6/ ,&J( /2 'L/? Cell Phone: ( 57K ) 7t1=7di1 Land Line: ( 57T ) 66i's'-3I&.' Email: 3 _ g-J( J rev od'rbtA, Cc1�- • Primary Owner(s): Name(s): \\0-12C+ Mailing Address, C/S/Z: 3c CoVLta+— /41.4 Cell Phone: ( ) Land Line: ( ) Email: Q tb fi cepiev • Contractor(s): Business Name: /- LJArQ () rve4-t Contact Name(s): 11 Mailing Address, C/S/Z: I aoi `7o (J& 6.e� e . Y Cell Phone: ( 51 7�tj- 7d it land Line: Email: �1 a_ht @ /c,c44+ cedrix,tovt, • Architect(s)/Engineer(s): Business Name: i(J4 Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( ) Land Line: ( ) Email: Contact Person for Building & Code Compliance: �1�. (-30Jlra4Q Cell Phone: ( ) 7q/—71/( Land Line: ( ) Email: "TAA5 Q f?o cod ec: lat,c PROJECT INFORMATION: TYPE: Commercial Residential WORK CLASS: 'Deck, Open Porch Solar Panels (w/o rafter upgrades) Carport Cell Tower Shed Pavilion, Pole Barn, Canopy Dock Gazebo Detached Garage Boathouse (with or w/o sundeck) 3-Season Porch Other(description: SQUARE FOOTAGE OF STRUCTURE: 1st floor: 2nd floor: Total square feet: 05 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction: $ 215C0 2. If Commercial project,what is the proposed use: 3. Are there any structures not shown on the plot plan? YES I'GO xplain: 4. Are there any easements on the property? YES NO DECLARATION: 1. I acknowledge that no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If thework is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 3. I certify that the application, plans and supporting materials are a true and complete statement and/or description of the work proposed, that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 4. I acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 5. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: ✓C4,1 1/00.)161) SIGNATURE: DATE: IS t Z6 tID -:,,f,,,' ,7.„,.',-',;!,4, . •, ..,r 20180827_075134i P9 •• ....,.,,,...-,,,..:,.,...,,,:,•,-:;',.6::1,,,,, ,,,„.,::;'"::;-4„,-:,:;',"' ?.7:.-,...,',;,, .:,;:t.:; :ht..4:k,,,,,.,.,,:f:. •. -7 i .';:: :,:::,•.,•:,;,,,s:',-,s,::‘.r-...-,::;.7.:...,-;.-L'-i-L:::',1',.':5.7i-,:"Zit:11-,:t. .tg-::+; --,::''i,-,...--,,,',.i?,',..N.,..::-.''',;;;;4,,,;;,‘-''.'" . 1 ,',;:',,,i,, I.,,:ir.i,-:';;77...'‘,...;:77,ii''..,:r-,,,i4 Li -------------1 I .,:!t'iR.,.:••\‘‘.:,:\ •'.' 41,,ty:,,,,,,,z7.7- 471--„,t4i---; m ,,t,T,-,•7;-.,..I".. ',::',;,, , ,.. ,,,, ........:. ........1 ., ,_ .7...ti.i.'•_ . ,:. 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" o •11 t les Vill• i _ IA",e,,,,,,,II P.s.tilt3Pf,3 ;...•:,• ,,-• ,... ... ;....:.-.. g.golifil Doelr,post to 4ock beam.Peck beams shall.be liA0743.:it Pock post (to dock footkAg.Pc).ts shall bear on ,,:..... . attached to decl5:post.5 in accoidance with Figtwe 13.507,7.1 footings in accordance with eeticr.1.1. ...34-0-3. and Figure or by other equivalent means capable to resist lateral dis- g507.8,1.Posts shall be restrained' to Prevent lateral dis- r:.„ placement. Viarrufacturecl post-to-beam connectors shall .placernept at the bottom support. Sucb latq-al restraint '.''.. be sized for the po$t and beam sizes. All bolts shall have shall be'provided by manufactured connectors installed in A' washers inkder the head and put. accordance with Section R507 and the manufacturers' „,. , • Excepaom Where deck beams bear directly on foot- instructions or a minimum post embedrnent of 12 inches l''Ts...,•:•,:... : • (305 J11In)in suixouncling soils Or cOncrete piers. hIgs In accordance with Section R507.8.1. i,';'..',...• •,:::.:'''. Esoili Peck post§, For single-leve.). wood-framed decks.!...... .,,.::;.:••. ..:- witb beams sized in accordance with Table R507.6,deck post r;•'•.'•..:•• size sball be in accordauce with Table R507,8. • .'::.:'...:.•:.... S• t,••-•.• l'1414,0 R5Q1. t::...:'.-:• •- pecic pow Hmaiir DECK POST S Ifixt.gAum HEIGHTa •''..'''.,...-. 4 X 4 8' . . . . •,,.•• 4 X 6 8' 'i:3:..-•• - - 0 6 14' ,..... ": • ••••• - - .. if.,,(-•,... • For SX;A foot 304.8 rpm. a Measured t9 tAe tiVIPPActe Of 4.1K1 beam. -!:.:....'... • ti::..: • .. - 11P::..:-.?:.'--?•'.-..-:1.•:::'• - . 2/1u , BEAM _ r - BEAM :11,111= APPROVED POST CP 11 11 ROUG 11111110 !f ...-t,:::: :N.•,-,.. ki...!:.•.;.., ii i A .mwDIAIVIETER • ,,,.:. • THH-BM-FS E WITH WASH .c.'::•,.. :-. . ."'11111,1 'a°\o) 15 -41"............- 10 i, . ....--- . . ..",'.;........ • DCK ,.1111101/4\ POST NOTCH POST POST ..••' . !---. ,,51.4"MINri . • - 4 :..• .:,. Forst j imb • -ROUNa.11107.73,- . . . ... , . . .nalkitIBMAIOAICti-PM • ,:.... • • CONCRE.1 TYPICAL D5C11\__,_ • -,-,-/V--.sing POST _____Ae__ • • . . • . . GRADE . . • - 1-7-7 y- ( ' ' All't. --- 'Alt . . ENt ,. ..-e ..-,,,,,, - 6 . 1 ML , • n..4' di • " 1 6.: .''',.' •- -C -''....5 M s-ICe • . . . ), ' —7-t--7--• --c'--- 0 '•,." a' ' , 2 a- e:.:t5-',. .2':..:,.', :9, . . :. :,..'-•o*.:5?,..-_et.-_ . mums Nazi - - . • TYPICAL-DEM POSTS TO Dlittit P0011100- . • • ...... • . 21a otnntATIONAL RONDSOMIL core fiti •-.•'•• . :i•-• :• . . 10 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE • POST REQUIREMENTS_ Figure 8B.Alternate Approved Post-to-Beam All deck post sizes shall be 6x6(nominal)or larger,and Post Cap Attachment. the maximum height shall be in accordance with Table 4 r and measured fromgrade or topof foundation, L - .`:z--• -� ..._-�_- solid plyb a -"x=_,., __ ., -----_. = ., multi-ply beam whichever is highest,to the underside of the beam. " ,t---------------------- Under prescriptive limits of this document,8x8 nominal ;; ;, posts can be substituted anywhere in Table 4 but are { ;4 'R� limited to a maximum height of 14-0 .Posts shall be 1,,;1;;.' centered on footings.Cut ends and notches of posts shall .1`e,-, be field treated with an approved preservative(such as 8\ .` 1ti copper naphthenate)[R402.1.2].The beam shall be `"`— o j 1r��E attached to the post by notching as shown in Figure 8A �"'I"' -©` '► '°� post "�."... . ,, or by providing an approved post cap to connect the o beam and post as shown in Figure 8B.All 3-ply beams shall be connected to the post by a post cap.All through- bolts shall have washers under the bolt head and nut. Attachment of the beam to the side of the post without notching is prohibited(see Figure 9). Figure re 9.Prohibited Post-to-Beam Attachment Condition. Provide diagonal bracing parallel to the beam at each comer'post greater than 2'-0"in height as shown in Figure 10.Diagonal bracing is prohibited on center posts..Bracing shall be fastened to the post at one end and the beam at the other with YZ"diameter lag screws. Ai I- For non-ledger decks,(see Figure 21)diagonal bracing lillifiPmaybe omitted at the beam and adjacent to the _ Through-bolts, Note:Support of beams w/ postslag screws,or fasteners only is prohibited. house. A nails. Bearing is required.See ilpprr Figure 8A. Figure 8A. Post-to-Beam Attachment _p Requirements. t A (2)) diameter single 3"or rl" through h At.S nomktal or double i with welshers icy +# 2"nominal beam � n " beams must Vj�, Figure 10. Diagonal Bracing. bear fully on notated 6x6 6x6 min. 1 NI ''\ ,c,,I\ I beam I 2' 140 i a) 1 I I oi ' 2x4,typical (1)1/2"diameter' ,- filai-- lag screw with 111 ill 4" 0 washers,typical Typical Post At Spice DIAGONAL BRACING PARALLEL TO BEAM Note:Diagonal Bracing is prohibited on center posts. American Wood Council 0 --+ 70 � U Cll W CU Q CL tU 0 o Q +N rA _ �`- Remove 4°wide stairs N 4- - 4-6 2 .01 0 " 0 r Co g CIS:)goi� e 3, WFILE . ■ Copy W n t t i oro�o�ar��gi� Q Q �-- 4'4, Sg�g �i,� Q aor r0 z r p w w m ' TOWN of CUEENSBURY '® BUILDING DEPAR TMENT ' Based on our limit ' ed exam►nation,Compliancf-. With our MentS Shall not be construed as •�-- �,' indica6rig the plans ands 'fications are irr, ' fuN com01 with theBuilding < 4ew York Sty. Codes of �..- 12 E (0 TOWN xr Cl BUILDING & lot., E Reviewed By: Q C C� l.� t �- EP 0 M s co G) cli R z (D z xc' SB0 BUILDING oOWN 0- ff , a: < C: 4-4 � cu W C 0 E ° Lo v co Q Q? r o z 2520-1-36.4 AST-0561-2018 � MiklN FLOOR Deck Addition- Filbert, RichardCD SCALE: 1/4" = 1'-0" 304 Lockhart Mountain Rd Deck Addition 108 S.f. _"iiiii,ii 1 01111 _ O U WJ {n LLJ Q (D U L. W �% O 0 O LL Q N = 07 0- N 4-0 4-- U) 0 Q. Q 0 ® ' RS xi .:.::.:::.. ii COMOM NEW EO N —� .......... :... .. e LL! .... .... ... ... .... .. .. ... .... .... .. ..:: ..........: .. . ....... ...:. .. ... .... ... .. ... .. . 0 co FM (n W LU 1 F- `ij .. cW< 7 ............ ..........- ........... '00 0, 0>,K n 00, 00, ............. .......... e0oolp OV .............. .............. ............... ................ .............. ............. ............. ........... ............ .............I 00 .............. cie7 Av'400-1 ........... .......... lo< ... ....... ............... ® ....... 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AF'Rtl 27, 1999 � _. BY VAN OUSEN dr STEVES ' LAND SURVEYORS: LLC READ 1�� � �; ,�• � SO'�K 196.35. wf� 1'� ue �. ��'�4 � �� ,�i� nor 3 � � '70.3�' q 2 STORY WOOD FRM1E HOUSE. r _—�. LOT 4 �,�I � � 422.808 sq.ft. I��'Li, SEP 0 4 20i8 � I� 9.71 acrrra � � �� TO��iti OF GUEENSBURY BUILDIfJG & C06ES __.._ y ��j�� _. .� � � � _. LOT 8 i �°�<` � " ' 4 ,fy���i , _ 3w-'y�' � .III �,�:..' Vl PERMIT PLOT PLAN. IHA'JE PERSONALLY MEASURED THE DISTANCE � FROM THE PROPERTY LINES TO THE - Utl. � S �H� (� y� - PROPOSED STRUCTURES)OR SIGNS) - �ELO M F R SH DTHE NCE sicnnruRe oiye� c S . � R IINo T 7HE ►Rd AC7tWl �D 7fU8 tW WAS �M�tD s�cNn IG� ll#i Cl.1t1lIG1710N BM�YL IRM CIiT 70 'tF1[ I'CRECM6 m D roR wr►on trc su�ir was n�+aeu, �wc ar n�ae A 'o �MAL►' TO THE TfR.0 GO!!'ANY: GO�MCRl�Jfl'At !�Q[J/CY e��p � m MD tt1�l1�i,M571NIKJ11 USTlD 1lRCOtI. •— OI� t0 ADptfW1M1, `7 v !V - O CCRYIrCD. 7G UANC6 GLtMAN N � `� Si� 5ARAFOGA Nq - � g rr•s succEs •assic�s 7�. i7' - aaGAGo , ' a��Y 1 306°42'90 N �4' CCR7k'CLi LANOS N/F OF rMTrncw y�� MclA1JGMLIN �' 6ATlG MARGi 3. 2003 �1 an D� s' �e }-� ,�..�.,�......��......,., . . . . . . • • Q e ,Q,� '�-[ .►.r.,a.+.�...��... Yap of � 91ur�e� made tar fix, ,a.M°�"wre�iw'wwa ua'a"""s r n. S 00' S t e ve s �...,..._,o_�.,�. ,..�....d,.�»..�._.�x DANIEL GIL4N Sr 1 Land Surveyors ��.��.�.,..�.,..�. A TR IOr11tlR M111l Y1tri/!,^M 'd11115111/Ae[11R C�N11%�01�19� I8� �Irtllttld Road QnaaasbnT7� New YOtk lEQtf4 �"•:oa..�.,,,'"�.,.."°r r TowII of Queebsbw'7� 'Molten u Count/.- New York �Ft0�1 Sie fi �-8#74 Ner► York Ide. Na 58136 lJO. .. -DA7E tl.hur�t DESCRIPnON trw� no. es22��4