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PLANS Decks 8/7/2020 Plan Specifications Deck Name: Custom DESCRIPTION SPECIFICATION Deck Name Custom Deck Square Feet 260 sq ft Stairs Square Feet - Total Width 26' Total Depth 10' Designed Height 1' 9" 5 TOWN OF QUEE►NSBURY , BUILDING & CODES DEPT. Reviewed B Date: a ECEilvED TOWN OF QUEENSBURY BUILDING DEPARTMENT Based on our limited examination,compliance with our comments shv •40t be construed es LrOyM indicating the plans ar c srr��►ecc cations are in LIU!!.Di + V full compliance with the Building Codes of New York State. 302.17-1-31 AST 0476-2020 • Johnston, Timothy 19 Wintergreen Rd Deck 260 s.f. https://designer.decks.com/specificationList 1/1 ---•.7'3 15/16".....r..._.....,.-, \\:.\\\ ( "- \,.ii., kv:iii . . \ \ O \ .: `�J 234" gig" p 13' p -! 19'8" . 25'91/4" . r . ,,,...,„:„....,..,_.........."4,A.,„02.4,,,„..,...„,,,„... ,-„ , ( ; // ‘.- l'Abk) Deck 1---1 b b r.-^ ._ c,-...,., ........... \ -,_. \\ Z )t t 0 6/4 57"-A (Jeri 0 rJ 1), >e: .. . . . — • +•• 1's'a • } 1 817/2020 Decks Material List Deck Name: Custom Lumber QUANTITY - MATERIAL Deck 23 2x10x10' 6 2x10x14' 1 6x6x8' Deck Surface = 22 5/4x6x16' 22 5/4x6x12' Deck Rails 2 5/4x6x 10' 1 5/4x6x12' 1 5/4x6x16' 1 4x4x8' 3 4x4x12' 6 - 2x4x16' 95 - 2x2x36" Hardware QUANTITY DESCRIPTION 38 Standard Joist Hanger 10 lbs 10d nails x 3 5 Post To Beam Connector 5 Post $ase Connector 2 lbs 16d nails'x 3.5" 8/7/2020 Decks QUANTITY DESCRIPTION 5 5/8 x 4 inch wedge anchor bolt 2 14 inch x 30 foot vinyl roll flashing 4 8 foot section Z flashing 56 3.5 inch structural screw 2 Concealed Joist Hanger 3 lbs 2.5 inch screw 21. lbs 3 inch screw 10 6 inch structural screw 52 60 lb bags of concrete . . . . cf . --ill- ,0 IL.VA - • . . - - . . • - . .. . . . (--d- -). 3a ri. . .. • ..,,,__, .,:----= . i.1.;--,--1 ,ia.. h .0hAdl 7,—.:Ar-..,-...Q . . : g101, 0(NOS .:0 • ---" "--If - . .. .-- •0 e)) 0 ill 9.0 I, 3 .t/-?i-p• ..••• --esstne7-i 2.." -Z •,• .3 5,4 oli 91 TA.--Loq Qic-pi T.-10'5:61/1 , - f ON)41111:0 1.-a. 69)(1 .• • - '> 1 . . / —.1:40c41 krAThz0VrILL g')(2 ! - , g v.r) Q.L. 5-rork-2% -9 li-7 pi ;. 17 . II* , . • 1. W11% .cilkee VI----- -----4 se. . . . . . . • . -.1, •,,..,1,. -- •" I - ! ,1________ lac:. §, -10 -1"6\1 IS• -wri Z -111-1-' . . 1 lIc ___ • • ; •\ -4p11-;17;Vei -47 hi.-$. . .. 1 . . // i i 1 " I i • i 1 .. i ' I y-. • 1 . , . 1 , . • . .. 1 . Cp2s). ',219-vrautr? Ql\f 1 I • i STAGGER FASTENERS `y / IN 2 ROWS 0 0 0 C. • 5.5"MIN.FOR 2 X 8' 'DISTANCE SHALL BE PERMITTED TO 5"h• 6.5"MIN.FOR 2 X 10 BE REDUCED TO 4.5"IF LAG SCREWS ® Q �' 0 ` 7.5'MIN.FOR 2 X 12 ARE USED OR BOLT SPACING IS REDUCED TO THAT OF LAG SCREWS TO ATTACH 2 X 8 LEDGERS TO 2 X 8 2'MIN. BAND JOISTS. LEDGER-2LAG SCREW OR BOLT t 3/4'MIN. [},,,I�-� / ,,.y ,(- . For SI:1 inch=25.4mm. '�•�[ v ..1 � �•/ 1i 4 FIGURER507.2,1(1) PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS R507.2.4 HOLD•DOWNORSIMILAR TENSION DEVICE ,FLOOR SHEATHING NAILING AT 6"MAXIMUM ON CENTER TO 2 locations • JOIST WITH HOLD-DOWN iAt., .... --„..____..., „Lig...T._ imor.._____...-iooL _ ._.%NE ...„___ _____________ _ __ __ __ outvii L.- M NL ram) FLOOR JOIST i DECK JOIST 1 I FIGURE 507.2.3(1) DECK ATTACHMENT FOR LATERAL LOADS OR • SHEATHING NOTE: SIDING THIS DETAIL IS APPLICABLE WHERE FLOOR JOISTS ARE f q ER TIGHTNESS PARALLEL TO DECK JOISTS. DECKING • PAWlAPPROVED JOIST HANGERS 2"MIN. 2x LEDGER WITH FASTENERS p.'" IN ACCORDANCE WITH TABLE R507.2 ■ _Slilte • I P42 ��` HOLD-DOWN DEVICE MIN 750 LB.CAPACITY �'� ' M AT4 LOCATIONS EVENLY DISTRIBUTED FLOOR JOISTS ALONG DECK AND ONE WITHIN 24"OF EACH END OF THE LEDGER.HOLD-DOWN DEVICES SHALL FULLY ENGAGE DECK JOIST PER tMFaJ y9 4 �+v'T}k j EW' HOLD-DOWN MANUFACTURER. �+'yv l 9�.-p••L A FULLY THREADED 3/a"DIAMETER LAG SCREW PREDRILLED WI MIN.3"PENETRATION TO CENTER OFTOP PLATE,STUDS,OR HEADER. FIGURE R507.2.3(2) DECK ATTACHMENT FOR LATERAL LOADS