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structural plans
TOWN OF QUEENSBURY BUILDING DEPARTMENT eased on our imited examination,compliance Based ercomments sha ol be constued as indicating the plans and set Co are in Indicating ice with tne Bulking Codes of New York State.[FILE COPY] PRS warurs 308. cay 7-4-1.AST-0249-2020. Ref:Deck20137 Majuri,Wayne Canta Lumber 3 Woodshire Ct 885 Route 67 __ Seale:To fit 405 sf.Ballston Spa,NY Not AtratneD AerracnsD To To HOvSe Falvanized hag boits Ss EA.rTHouseLeneaintam youse 2 Be Bed @ hedgere ND cereibae bot do be vied. ev BEAM BEAM Post LABEL LENGTH COUNT a ange 2 8 88 ae 2 ce eiue 2 D 2s 3 E 2s a Post spacing is measured center-to-center Depth of concrete footers —48" Post SPACING 4syesaaeslo4aya Wo 4 ave 8)es" B)63"4D)134"jem |aaa Dpaai | D)134"ce)ett _Ic)94 Dy ait | D)13°4"©)eta"—©)94"Db)12it —D)13°4"©)ati 1 G)oa"D)1241"1 7 ~D)134"co)eit 1 ©)94"Db)Aza :| Dy isa eet | G)ora"D)1240_b)134"c)eit"j ©)Dwi |_D)13°4"©)B14"| €)oa D)att | —_D)13°4"©)ati |—¢)84"DB)1241" D)13°"c)eitC)94"D)azatD)134"o)ett i c)a4"] D)134"co)eit_co)94"DB)1244"=Dy 434 -oy i Curtis Lumber 885 Route 67 Ballston Spa,NY ons port blew .mpc u —uyePefo144 i at |Rssimpsonius| |ade post bce |-ls ate lest . g 3 bid.2 reS)o2 :v8 vis ‘— Pooky Dehra ||Simpgoo)Post Base” and ott caps ©eablec Post |Ref:Deck20137 stonee Ball| Seale:3716"=1"Spas NY |Plan View Curtis Lumber |WAYNE MAJURI | 885 Route 67 tal} LABEL LENGTH«=BEVELS.LeNcTH=Bevete Alolat (7)13°6"owe yo 2)58Bjoltizt014"FO Re srs 16 aye ©Jol iro Fo R38 ow 2)86Djolat(5)11°6"me 2)19tateFoR93reszew2FoRaaaa2228"145 2)48:a4 28122a"a 245“445 2045 sitsm—4)81 2907Niece14ts2045 ry 145 218 Nem 13 | Curtis LumberWAYNE|885 Route 6705/30/20 Ballston Spa,NY ID Wood Type Size Quantl Lengthi Quant2 Length2 A) B) c) D) E) STRESS ANALYSIS CUSTOMER:WAYNE MAJURI DATE:05/30/20 DESIGN:DECK20137 REF:20137151.2P1SALESMAN#AUER MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2x8 DEFLECTION 543 PSE16"BENDING 371 PSF SHEAR 227 PSF COMPRESSION 518 PSE 227 PSE BEAMS 3-2xX8LM DEFLECTION 13 PSE BENDING 71 PSF SHEAR 84 PSF COMPRESSION 565 PSE 71 PSE POSTS 6X6 STABILITY 940 PSE BEARING 637 PSE 637 PSF TOTAL LOAD DEAD LOAD 10 PSFLIVELOAD61PSF STRINGERS 2X12 DEFLECTION 1445 PSE BENDING 739 PSE SHEAR 371 PSE COMPRESSION 1230 PSF TOTAL LOAD 371 PSE DEAD LOAD 10 PSFLIVELOAD361PSE STRINGERS 2X12 DEFLECTION 1476 PSF BENDING 755 PSF SHEAR 379 PSE COMPRESSION 1257 PSE TOTAL LOAD 379 PSE DEAD LOAD 10 PSE LIVE LOAD 369 PSE STRINGERS 2X12 DEFLECTION 1476 PSE BENDING 155 PSE SHEAR 379 PSE COMPRESSION 1257 PSF TOTAL LOAD 379 PSE DEAD LOAD 10 PSF LIVE LOAD 369 PSF 6 nvr gue emer,of aah BeeaeLAGSCREWORBOLTananpuowosrs scm RAEI ace :Poviie elosh tyeJemsreasErnacaerAT2locations, Le dyerteteee=Tit -. rauRE 507.2319)DECK ATTACHMENT FOR LATERAL LOROS OR sueariaae . BasiatonENess va NEARER cxome<7 “APPROVED JOIST HANGERS.oan ape metersaUSER a\sernoomeercenn rote cerenoonarssetaeratacepaceinateLSRCceeaecaerNaeuu neo cmereseFREDALLED WTAE ERSFearon‘SGREW PrepaieD‘TO CENTER OF TOP PLATE,STUDS,OR HEADER, FlauRe sor 2.DECK ATTACHMENT FOR LATERAL LOADS EXAMPLEGaWOODDECKCONSTRUCTIONGUIDE. Figure 8,Post-to-Beam Attachment Requirements ()&oraxor (@)2xbeam. Beam must bear ‘lly on 6x8 notch 6x8 min- notch post to ‘ecomadate besm (2)172 diameter thru ‘Bolts with washes Figure 9.Prohibited Post-to-Beam Attachment Condition (Q,2™\0 BEAMGer“eel CAG seaeus Te Gab cam OR TURSCEM BRKT Lae screws lumpwere Fioot SIMPESYSTaorteWUE- TE Ie ot:t2 sono Tube mu.Yo BELOW eeave (me) ELEVATION Figure 10.Alternate Approved Post-to-Beam Post Cap Attachment finehomebuilding.com Simpson Strong-Tie DTT1Z Deck Tension Tie -Fine Hom... To prevent a deck ledger and band joist from separé from a house,code requires lateral ties that connec deck framing to the house framing.The 2015 IRC ot sramisina ABA SIMPSON Coord 10d (0.148"x 3") ~ABA44,ABASAR 16d (0.162"x 3%")FS Tass adn,ABA66,ABAGER: