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PLANSen Pro Deck Design” Estimate Prepared for:‘Store Information: #1223 (518)581-6480 Estimate Created:03/13/2020 Days Valid:14 Decks Total Price (pre-tax):$1,665.29 |FILE COPY “Please take this quote to the Contractor Services or Special Services Desk." “Products and prices shown online may vary from those at The Home Depot store near you.Prices shown on this ‘quote may be different due to changes in product availability and market conditions.Prices for identical items mayalsovaryfromstoretostore.” “Los productos y precios demonstrados en linea pueden variar de los en el almacen The Home Depot cerca de usted.Los precios demonstrados en esta cotizacion pueden ser diversos debido a los cambios en condiciones de ladisponibilidadydelmercadodelproducto.Los precios para los articulos identicos pueden tambien variar de almacen al almacen.” “*Special Order Items where price is not included in total -Please take to The Home Depot Special Services Desk for a price quote.” “*Los Articulos de la Orden Especial donde el precio no se incluye en total -Favor de llevar a la Mesa de Servicios Especiales del Home Depot para una cotizacion del precio.” WN OF QUEENSBURYBOLINGDEPARTMENT tance 308.11-1-30 AST-0136-2020jon,1 ;Based onour Heres Patt be constued 28 O'Keefe,Daniel Irgeaig the plans Spec es ot 466 Luzerne Rd full complianceNewYorStal.Deck 188 sf. ‘Waring and important instructions:This is not a final design plan or estimate.Edgenet,LLC.assumes no responsibility for the correct use or ‘output ofthis program.Al information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright ©1989-2020 Edgenet,LLC. Page 1 of 19 (Dos IO S431a124-4440-4544.0520-4tSdotabsc7 we Pro Deck Design™RS 3D View Dingore\Brcer fequeed & det 2 ake Hee \Waming and important Instructions:This is not a final design plan or estimate.Edgenet,LLC.assumes no responsibily for the correct use or ‘output af this program.All information contained on this page is subject to the terms in the disciaimer located at the end of this document. Copyright ©1989-2020 Edgenet,LLC. ™geet Pro Deck Design Plan View \\3 jECEIVE! TOWN OF QUEENSBURY BUILDING &CODE ‘Warning and important Instructions:This is not a final design plan or estimate.Edgenet.LLC.assumes no responsibilly forthe correct use or ‘output ofthis program.All information contained on this page is subject tothe terms inthe disclaimer located at the end of this document Copyright ©1989-2020 Edgenet.LLC. Page 3 of 19 Doc 10 Stato4-4.4544 S62—-4tcttab6s7 Pro Deck Design™ Dimension View ws Waming and important Instruction This is not a final design plan or estimate.Edgenet,LLC.assumes no responsi for the correct use or ‘output ofthis program.All information contained on this page is subject tothe terms in the disclaimer located at the end of this document Copyright ©1989-2020 Edgenet,LLC. Page 4 of 19 Doc 0 $4316f24-4449-4544.95284t5404 15607 ‘tone Pro Deck Design”RS Post View :2 . : 11 im)*11 itm 60)im fiin sae —,. \|MAR 27 220 ‘Waring and important Instructions:This is not a final design plan or estimate.Edgenet,LLC.assumes no responsibilty for the correct use or ‘output ofthis program.Alinformation contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright ©1969-2020 Eagenet,LLC Page 5 of 19 Doc 5431824444564.9528-a5HeA 120667 Pro Deck Design”RS Joist Layout View It nain oc nate 1 Asi oc 84 moc Rain oc haan oc tna ioc 183 noc Nome All joist aad stinncr spacing dimensions ame measered ia OC. Ceasar grand important Instructions:This is nota final design plan or estimate.Edgenet,LLC.assumes no responsibilty forthe corect use oroutputofthisprogram.All information contained on this page is subject tothe terms inthe disclaimer locatod st the end ofthis ceceroee Copyright ©1989-2020 Edgenet,LLC. Page 6 of 19 Doc os43ta24-4o-45448520-414ct abs? ert Pro Deck Design” Railing Details View Warning and Important instructions:This is not a final design plan or estimate.Edgenet,LLC.assumes no responsibilty forthe correct use or ‘output ofthis program.All information contained on this page Is subject to the terms in the disclaimer located at the end of this document Copyright ©1989-2020 Edgenet,LLC Page 7 of 19 oe 0 543 af24-4448-454.9520415404 8b7 Deck Information ira Pro Deck Design’ Deck 1 Construction Method -Beam Flush With Joist Footing Type -Pier In-Ground Live Load -60 Dead Load -10 Decking Spacing -1/8 in Joist Spacing -16 in Beam Spacing -120 inPostSpacing-70 5/32 in Decking -L5/4x6 Treated Southern Pine No.2 Beams -L2x8 Treated Southern Pine No.1 Joists -L2x8 Treated Southern Pine No.1 Posts -L4x6 Treated Southern Pine No.2 Deck Height -36 in Diagonal Bracing -Yes Joist Overhang -0 in Beam Overhang -0in Decking Deflection Factor -360 Joist Deflection Factor -360 Beam Deflection Factor -360 Pref Decking Size -5/4x6 Pref Joist Size -NONE Pref Beam Size -NONE Pref Post Size -4x6 Diag Brace Height 1 -24 in Diag Brace Height 2 -24 in ing 7 Railing Height -36 in Baluster Spacing -3.3/4 in Railing 2 Railing Height -36 in Baluster Spacing -33/4 in Railing 5 Railing Height -36 in Baluster Spacing -3 3/4 in Railing 1 Railing Height -36 in Baluster Spacing -3 3/4 in Railing 4 Railing Height -36 in Baluster Spacing -3.3/4 in MAR 27 2029 Warning and Important Instructions:This is not a final design plan or estimate.Edgenet,LLC.assumes no responsibilty for the correct use or ‘output ofthis program.All information contained on this page 's subject to the terms in the disclaimer located at the end of this document Copyright ©1989-2020 Edgenet,LLC. Page 8 of 19 (Doc |D 5437a124.4449-4546.9520-tstoe1abs87 “eee Pro Deck Design™ Railing 6 Railing Height -36 inBalusterSpacing-3.3/4 in Stair 1 Step Width -36 in Step Height -29 in ‘Step Rise -7 1/4 in ‘Step Run -11 in Stringers -L2x12 Treated Southem Pine No.1 Risers -L2x4 Treated Southem Pine No.1 Treads -L5/4x6 Treated Southern Pine No.2 MAR 27 202 ‘Warning and important Instructions:This is not a final design plan or estimate.Edgenet,LLC.assumes no responsibily for the correct use orOutputofthisprogram.All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Copyright ©1989-2020 Edgenet,LLC. Page 9 of 19 Doc Ib $43 at24-4448-544 9528484 tab? 0.04 km S78 71S YAS ara eeaNoePaw Toy of Queensbury»Warren Co..LY.280 gust 1,2008 Poa)ty finehomebuilding.comSimpsonStrong-Tie DTT1Z Deck Tension Tie -Fine Hom... 1 Sepal smnocenastenens paeesnerenma 2ZegermusacraeeeSeonene “"nee °earsaeof|ESE pus Lnpger-ss sorew on goer at Fraurerear.21)PLACEMENT oF LAG SoREWs AND BOLTS M LEDGER 8507.24 hrmon Canter a locations|==6 LeteLL4 Frau 5072341)DECK ATTACHAENT FON LATERAL LosOS 1 8NOTE: THIS OETA APPLICABLEMNEREGonJoeAREPARALLELTODEGKJOSS, APPROVED JOIST HANGERS. 2ALEDOER veTH FASTENERSINACCORDANCEWITHTABLE R072 mn, FLOOR JOISTS: atydh ABULLY THREADED 7 DIAMETER LAG.‘SOREW PREDRILLED Wi NF PENETRATION.‘TO CENTER OF TOP PLATE,STUDS,OF HEADER, aun rear 2.4)DECK ATTAGHIVENT FOR LATERAL LOADS ‘TABLE R507.2DECKLEDGERCONNECTIONTO BAND JoIsT=hte + (Deck tive load =40 pet,deck dead load =10 pst,show load <40 psf) JOIST SPANCONNEcTiONpeTANLs[Pandiess[67 Tew|wrww |www|wre e |W‘On-entor spacing of fasteners h "Frinch ameter lag serew with Vinch | T‘maximum sheathing?30 2 18 15 B n \ "/rinch diameter bolt with “/einch maximumSheathing?36 36 M4 29 4 a »i "/;-inch diameter bolt with I-inch maximum‘heen!36 36 29 2 a 18 6 For SI:1 inch =25.4 mm,1 foot=304.8 mm,1 pound per square foot =0.0479 KPa &Ledeers shal be flashed in accordance with Section R703 4 to prevent wate from contacting the house band joist.',Snow load shall not be assumed to act concurrently with live load. 6.The tp ofthe lg sew shall fully extend beyond the inside face ofthe band jos,4.Sheathing shall be wood structural panel or solid sawn lumber, ©ROT eal be pemited oe wood stuctual panel,gypsum boar,fiberboard,laber or fam sheathing.Up to inc hicknes of sacked w i ‘nals ermiged to sbstint for pt ch of allowable sheathing thickness where combined with wood sacral ante antes dean, TABLE R507.2.1PLACEMENTOFLAGSCREWSANDBOLTSINDECK LEDGERS AND BAND JOISTS MINIMIUNI END AND EDGE DISTANCES AND SPACING BETWEEN ROWS ToP EDGE ‘BOTTOM EDGE ENDS ROW SPACINGLedger*2 inches?inch Dinches®Th inches[Band Joist inch 2 inches inches?TF,inches”For SI:inch =25.4 mm.Fran bala shall be staggered fom the tpt the boom slong the horizontal un ofthe deck ledger in accordance wih Figure RS072.1().».Maximum$inches. «For engineered rim joists,the manufacturers recommendations shall govern‘The minimum distance frm boom row of lg screws or bolt the top edge ofthe ledger sal en accordance with Figure RS07.2.1). STrmuavinwial BESINENTIAL CC FLoors STAGGER FASTENERSIN2ROWS 55°MIN.FOR 2X8"“DISTANCE SHALL BE PERMITTED TOBSTMIN.FOR2X 10 BE REDUCED 1045"IF LAG SCREWS7.5°MIN.FOR2X12 ARE USED OR BOLT SPACING IsREDUCEDTOTHATOFLAGSCREWSTOATTACH2X8LEDGERSTO2X8BANDJoIsTS,LAG SCREW OR BOLT 3/4"MIN, FIGURE A507.2.1(1)PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS