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AST-0571-2018R TOWN OF QUEEN SBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: AST-0571-2018 Tax Map No: 279.19-1-10 Permission is hereby granted to: Roland Mitchell For property located at:65 JENKINSVILLE 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: Roland Mitchell Porch-Open 1,700.00 Owner Address: 65 Jenkinsville RD Total Value 1,700.00 Queensbury,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications Open Porch 196 s.f. Cross Ref. Z-AV-67-2018 Approved 10/17/2018 Fee paid under different Permit No.RC 570-2018 125 paid 0.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, October 18, 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 bury; Thu .4 a y!•ctober 18, 2018 4SIGNEDBY: ir 4\ for the Town of Queensbury. Director of Building&Code Enforcement 1 Office Use Only ftST- fly\- 2018 14 . x{ ACCESSORY STRUCTURE Permit#:0 1 83/ PERMIT APPLICATION Permit Fee: $ l Town of Queensbun- 742 Bay Road,Queensbury, NV 12804 6 3 7invoke#: P:518-761-8256 www.queensbury.net Project Location: (. J Z 'rt-ki Si, 1 it, d_ Tax Map ID #: 7( . 1 C_1 — I 0 Subdivision Name: I CONTACT INFORMATION: 11 SEP 6 b Z018 ID) Applicant: Name(s): Vo lock Li M:4` Le.1k 1 1 Mailing Address, C S Z: 5 Cell Phone: (SA ) .- 1 L`j L.Land Line: ( 4 Email: NJ/A. Primary Owner(s): Name(s): Ro)Ac -\ 1,- M ) k\.\ IA r,,,s,^v z. BC-Ji,-,Jb Mailing Address, C/S/Z: 65 it:11,,;0,S..",(k (24. Cell Phone: sit ) 3 ( L552, Land Line: ( N7 _ Email: N A Contractor(s): Business Name: N4 silr do in? 0Lift/tr. Contact Name(s): Mailing Address, C/S/Z: Cell Phone: ( Land Line: ( Email: Architect(s)/Engineer(s): Business Name:A ' Contact Name(s): fij Mailing Address, C/S/Z: Cell Phone: ( Land Line: ( Email: Contact Person for Building & Code Compliance: We)J( a (' / t-f /r4 'a L_CL: Cell Phone: ( ' - ) " j0-, 5 S Land Line: ( Email: Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 PROJECT INFORMATION: TYPE: Commercial Residential WORK CLASS: XDeck, pen 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: 1 -1 ( ^ , k.- 7 ,P x a g R.. 2nd floor: Total square feet: j ci ( .F ADDITIONAL PROJECT INFORMATION: Cr1. Estimated Cost of Construction: $ i )043 ii..., t 0 0 2. If Commercial project,what is the proposed use: 3. Are there any structures not shown on the plot plan? YES , I Explain:1‘ 4. Are there any easements on the property? YES NO DECLARATION: l. 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 the work 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:t'el/ u/1,-/-,,i, v I SIGNATURE: s, 2-' rt 4 DATE: f Town of Queensbury Building&Code Enforcement Accessory Structure Application Revised April 2017 i ii7E FT-i'—Lrv",k--sj—a4j,—;'1 .F d 1 j------ij , .Fy r' j;e 1 •f• TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shall not be construed as i __ ____.____._ indicating the plans ands ifications are in f 1 full compliances with theBuilding Codes of New York State. I i,„iri4 y _. 1L If I i r it li I„........_ __ 7- - - i. i I.! II. 1 t. mm- Imi,WIilliI' i ; 1 • ,I i III 1 1u_ ,I I ' I 1 t___.----... r.. Via_, 1_.•Z'1. -...... i I 1 f I -. P ' dL ._ __ i. Air l 3 •. '.fit. jI It. 10;'' i/ Y AVe','. -:',..4';', L. _ i'. f/ 11 l 279.19-1-10 AST-0571-2018 Mitchell II, Roland TOWN OF QU 65 Jenkinsville Rd BUILDING & O Open Porch 196 s.f. Reviewed B ri Date: I 1 i 1 l lal --; ::'''--,'''=,' - —7- ' ',''---- '''..-- 41., tpVp01 1yFIi P I 11 fl 1 , ,, i. ,,,:, '. 41,....., '7 Jill '..."'-'4+"'"''I,.'1 --.7-41:----':----,_: ' -''''fi.... .' iii.,;..;:;;.1'. 4 6/ 6 y%‘,.....- I --- V)----7,,,,C) f a/ 11'" r 7".1 7.--ML, C.,e,--Nvh‹) ScA6r Q-1)-I i 1 i I 1 cs• ' I i I 7....... h.-. • I S. i i A 1111t , - mg i il.t 1 i 1 I Q.,j1 t.9 :4. Qt,.P.b 1,AV .-"Kti oi sA.,i- X,\N in.. it Li di( t k,., 7.----.--2..--..z.....,... n. 1 a 1 R - F.1 . 0''f Lr .'! •i; dock y+n..a s s sh l'1 bear or4:.': S,t37P J.. :Oa*posh to 4.,eck beam.:DecDl beams shall be Ia.3o.;,:Dock gust deco i'oottig C 4_. attached to deck vosts in acco dance with Figure:RR507,7.1 footings in accordance with Section RLl and Figure or by other eclui•vaient means capable to resist lateral dis- i?507.8. . Posts shall be restrained to prevent lateral dis- placement• Manufactured post-to-beam connectors shall placement at the bottom suppo.Ct. Socb :lateral restraint be sized for the post and beam sizes. All bolts shall have shall be provided by manufactured connectors installed in washers under e Bead and nut. accordance with Section R507 and the manufacturers' a• ' xcepaon doWheredeckbeamsbeardirectlyonfoot- instructions or a minimum post embedment of 12 iar;cl,es ice'..;.Y 305:rum)in surToanding sods or concrete piers. i•:" • rugs in accordance with Section R507.8.1. I'•• 7.g . ck posio For single-levell wood-framed decks with beams sibed in accordance with Table ©7•6,deck post size shall be in accordance with Table R507,8. F.J,l'.4%@LA F15WW.6 P GK F 1 T HEIG ITa PECK POST p MAXIMUM HEIGHT', 4 X 4 8' 46 8' t For SJ 1 foot 304.8 rpm. r.• • a:Measured t9 the undmicte fie bean. L .. i. 1, ••.-. 2W'MIN. BEAM i" • BEAM• _111 APPROVED POST CAP iiii--......-" wftftium..... awnwia i Ia'._';` `..2)'/2 DIAMETERl THROUGH-BOLTS r° Ellaarse®llr, WITH WASHERS 212,, -• • Ex iii,DECK DECKILI!!POST NOTCH POST POST 5%MIN_ Mir . t J •` NO 7 CHso I Oal lT 104 MFLP i - For SI:i inch=25.4 min. ROM il 7 t.1 in PP.liEAM TO/3I Ala.PQ T CONCRETET TYPICAL DICK T STEM.POST t GRADE Y o <-. 5 o T1 INCAL itilliN et '.• c a.. V V jam,. i • vJ a v:—1•.. ! Q' i C/0 J J a s, a O J - J • i. a o°' 0' J` J. e,`c 0 . ram o 0.J. MilifiV 07.€ 1 TYPICAL DECK POD TO raC . MAIGS FLooriR in accordance with .ASTM D 7032. Plastic or composite R5O7.3 S Decay resistance. Plastic composite deck handrails and guards,or their packaging,shall bear a label boards,stair.treads,guards and handrails containing wood that indicates compliance to ASTM D 7032 and includes cellulosic or other'biodegradable materials shall be decay the maximum allowable span determined in accordance resistant in accordance with ASTM Di 7032. with ASTM D 7032. 5 d7.3.4 Termite resistance.Where required by Section R507.3.2 Flame spread index. Plastic composite deck 318, plastic composite deck boards, stair treads, guards boards, stair treads, guards, and handrails shall exhibit a and.handrails containing wood, cellulosic or other biode- flame spread index not exceeding 200 when tested in accor- gradable materials shall be termite resistant in accordance dance with ASTM E 84 or UL 723 with the test specimen with ASTM D-7032. remaining in place during the test. 507.3.5 installation of plastic composites. Plastic corn- E*ceptioue Plastic composites determined to be non- posite deck boards,stair treads,guards and handrails shall combustible. be installed in accordance with this code and the manufac- turer's instructions. TARLlw R507.2 DECK LEDGER CONNECTION TO BAND Azar,b Deck live load=40 psf,deck dead load=10 psf,snow loads 40 psf) JOIST SPAN CONNECTION DETAiLS 6'and less 6'1"to 8' 8'1"to 10' 10'1"to 12' 12'1"to 14' 14'1"to 16' 16'1"to 13' On-center spacing of fasteners 4-inch diameter lag screw with'/2-inch maximum sheathing`• a 30 23 18 15 13 11 10 1/ 2-inch diameter bolt with 3/ 2-inch maximum 36 36 34 29 24 21 •19 sheathing 4-inch diameter bolt with 1-inch maximum 36 36 29 24 21 18 16 sheathing' For SI: 1 inch=25.4 min,1 foot=304.8 mm,1 pound per square foot=0.0479 kPa. a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contacting the house band joist. b. Snow load shall not be assumed to act concurrently with live load. c. The tip of the lag screw shall fully extend beyond the inside face of the band joist. d. Sheathing shall be wood structural panel or solid sawn lumber, e. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber or foam sheathing.Up to'/,inch thickness of stacked washers - shall be permitted to substitute for up to 1/ 2 inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. TABLE R507.2.1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS TOP EDGE BOTTOM EDGE ENDS ROW SPACING Ledge? 2 inchesd 3/ 4 inch 2 inchesb 1.5/&inchesb Band Joist° 3/ 4 inch 2 inches 2 inchesb 1.54 inches'' For.SI: 1.inch=25.4 min. a. Lag screws or bolts shall be staggered from the top to the bottom along:the horizontal run of the deck ledger in accordance with.Figure R507.2,1.01 b:Maximum 5 inches, c. l'or engineered rim.joists,the manufacturer's recommendations shall.govern, d,The minimum.distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with Figure R507.2.1.(1.). 150 2015 INTERNATIONAL RESIDENTIAL CODE® OCRe STAGGER FASTENERS IN 2 ROWS 0 OO 0o" 5.5"MIN.FOR 2 X 8* *DISTANCE SHALL BE PERMITTED TO 5"MAX1 I 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5" IF LAG SCREWSi.0 O"' O _y`_7.5"MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS a TO ATTACH2X8LEDGERSTO2X8 2"MIN. BAND JOISTS. LEDGER ' LAG SCREW OR BOLT 3/4"MIN. For SI: 1 inch=25.4 mm. p /s IGUURE i 5G7.2.(1 PI,_1-aDEWiE1g!'OF LAG SCREWS AND DOLTSgS IN LEDGERS tt(,, SHEATHING NOTE: SIDING THIS DETAIL IS APPLICABLE FLASHING FORWHEREFLOORJOISTSARE PARALLEL PARALLEL TO DECK JOISTS.WATER TIGHTNESS DECKING Y L 0.-----,APPROVED JOIST HANGERS 2"MIN. I 2x LEDGER WITH FASTENERS M. IN ACCORDANCE WITH TABLE R507.2 HOLD-DOWN DEVICE MIN 750 LB.CAPACITY FLOOR JOISTS AT 4 LOCATIONS, EVENLY DISTRIBUTED ALONG DECK AND ONE WITHIN 24"OF EACH END OF THE LEDGER. HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. A FULLY THREADED 3/8"DIAMETER LAG SCREW PREDRILLED W/MIN.3"PENETRATION 1 TO CENTER OF TOP PLATE,STUDS, OR HEADER. For Si: 1 inch=25.4 mm. FIGURE'R.507.2.(2) PLACEMENT Or LAG SCREWS AND SOLiS IN BAND JOISTS 1-. k. G I 1 I, is. f F 2015 INTERNATIONAL RESIDENTIAL Oh .° x 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 Solid sawn orandmeasuredfromgradeortopoffoundation, multi-ply beam whichever is highest,to the underside of the beam. Under prescriptive limits of this document, 8x8 nominal posts can be substituted anywhere in Table 4 but are it, limited to a maximum height of 14'-0".Posts shall be 1'' centered on footings. Cut ends and notches of posts shall1/-6- e` s be field treated with an approved preservative(such as 9 N.li it; copper naphthenate) [R402.1.2].The beam shall be o r \‘ attached to the post by notching as shown in Figure 8A 6x6 min. I! or by providing an approved post cap to connect the post beam and post as shown in Figure 8B.All 3-ply beams f 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 9. Prohibited Post-to-Beam Attachment Condition. Provide diagonal bracing parallel to the beam at each corner 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'A"diameter lag screws. I- For non-ledger decks,(see Figure 21)diagonal bracing sr —Through-bolts, Note:Support of beams w/ may be omitted at the beam and posts adjacent to the lag stews.or fasteners only Is prohibited. house. P' nails. Bearing is required.See 1 Figure 8A. Figure 8A. Post-to-Beam Attachment Requirements. s ,{r 2)i diameter single J or`F throughts nominal or double waste 2"nominal beam U>r.4 i'2" beam must R1. r-- Figure 10. Diagonal Bracing. tear fully on notched 6x6 I-- - -;_-, _ -1--i- J'_t- 1- x6 min. J f 1: beam A N,,,,),..;\, , i a I t jf 4._111F11 stxew with ill 4" washers,typical Typical Post Al Spice DIAGONAL BRACING PARALLEL TO BEAM Note:Diagonal Bracing is prohibited on center posts. American Wood Council