Loading...
PLANSWire Berson | DenedhBore eet TR |Coneede Tod yacon Beer|r —— For Bdcon Bes A DA >Ass Se ARATE \n ade OX Dee Qerden 302.18-1.9:,-AST-0289-2(BUILDING DEPARTMENT Malkani,Joanne 020 Based on out imited examination,complians 5 Hidden Hills Dr yah or commen shat gt De const ct ns ana spec Deck ‘an empance “with the Building Codes pf 297 sf.New York State. D Udder Soe NX Corer Yad S Gerdey Fordson,Gok A Made,ach GA @®Ledge Bed AX be Federr®boWW QaeadGXBdeWey Cedaer Cots (ae aX fed Ve Conente.anders ©sgn degrees od Noe Ce AN Ledger Boo \L asoe Coon SA doe. TOWN OF QUEENSBURY AX Flooe “esAriow\steel \a®om comer all he-dwore to Be agluvaniwa sjainless Steen Lm mine Caated.92 Coree Bok kobe ne! A)BK Vedswo Beds Tomy O 2)Tede dre Geena bears 3)2X10 Cdr oad K Q)Foe Bad BWoxl{ saesed WX"on,code MY 5)aes -\be VN Gtewrdin'o cole & Yecessongy,ered on Vergy Sea.KK 6)WE Lx bs)Unlee coed aed Redes Sb Seat EKAMPLEsaFigure8.Post-to-Beam Attachment Figure 9.Prohibited Post-to-Beam Attachment Requirements Condition (i)Sxoracor \@)Rxbeam.(2)172"diameter thru ‘aks wh washes oom must bear say on 6x8 natch 6x6 min- notch post to. ‘accomodate beam Hous ce TENS 10OFbe i£Figure 10.Alternate Approved Post-to-Beam sr BANTER |Post Cap Attachment ie 10Ger HAG SCHELS TH xbcaméACRThesepesle6X6PT&iemD Fleck SINCE STRLeeWUE- s7@ I o.e-t2"sono Tube mu 4 BELoY7eeave(me) ELEVATION finehomebuilding.com Simpson Strong-Tie DTT1Z Deck Tension Tie -Fine Hom... "asus ara |; DECK LEDGER CONNECTION TO BAND JOIsT**(eck lon 0 pet ec oath ae oa 0 paiiz|comecronoeins ae [SEY |W eW [www|WE ATEW||rome saei"rack ameag Sy Tach 30 2B 18 1s 3 un|oufHTrinhbeneiTinkmaim|—5 3 uM »2 Pm ieeeboltwithTinchmaximum[J 29 4 2 8 For SE:1 inch =25.4 mm,1 foot =304.8 mm,1 pound per square foot 0.0479 KPa,&Leiter shal be fleshed in accordance with Section R703 4 to prevent water rom contacting the house band joist.',Snow load shal not be assumed to act concurrently with live load¢The tip ofthe lag screw shall fully extend beyond the inside face of the band joist4.Sheathing shal!be wood structural panel or solid sawn lumber. ©Sa at ial be pemited wo be wood suuctural peel,gypsum boar,fiberboard,lumber o foam sheathing.Up to "pinch thickness of sacked‘nals permite osetia for ptch of alowable sheathing thickness where combined with wood stvcursl panto antes deine | TABLE R507.2.1PLACEMENTOFLAGSCREWSANDBOLTSINDECK LEDGERS AND BAND JOISTSCc[MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS ToP EDGE BOTTON EDGE ENDS ROW SPACING ; Ledger*Pinches*inch Pinches™Tiginches?i Band Joist cinch inches Dinches®Ty,inches*ForSI:Tinch=254 mm. 8 Mima tats sal be staggered rom the topo te Bottom slong the horizontal un of the deck ledger in accordance with Figure RSO7.2.1),,Maximum5inches.«For engineered rim joists,the manufacturer's recommendations shall govern¢The minimum distance from bouom row oflg screws or bolts the top edge of the ledger sal be in aecordance with Figur RS072.1(). BECMENTIAL C4 FLOORS: STAGGER FASTENERS IN2ROWS 85°MIN,FOR 2X8"“DISTANCE SHALL BE PERMITTED TOS.5°MIN.FOR2X 10 BE REDUCED To 4.5"IF LAG SCREWS7.8°MIN,FOR 2X12 ARE USED OR BOLT SPACING IsREDUCEDTOTHATOFLAGSCREWSTOATTACH2X8LEDGERSTO2X8BANDJoIsTs,on —/* 1-254 mm, LAG SCREW oR BOLT 3/4"MIN, FIGURE R507.2.1(1)PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS HP 237 Helical Pile Log CAPACITY CONVERSION CHART PSI=BEARING, CAP 500=2500 1000=6000 1500=9500 METAL. P I E-R FDQTI N G S 550=2850 1050=6350 1550=9850 LL 600=3200 1100=6700 1600=10,200 650=3550 1150=7050 1650=10,550 700=3900 1200=7400 1700=10,900 750=4250 1250=7750 1750=11,250 Alex Woods 800=4600 1300=8100 1800=11,600 (51$)429=5462 950=4950 1350=8450 1850=11,950 900=5300, 1400=8800 1900=12,300 Date: / I y / 2G20 950=5650 1450=9150 1950=12,650 Job Site Info Billing info Name: &vt C� Name:_1�164-il A;e,, ,=�&-b s LL(f Address: S- (Lddp-., Address: Ave,,I I Ipark, N`/ 0-1 E Foreman: Phone: s--r g-92 16z `PILE , HLX DEPTH PSI LOAD CAP BRKT PRICE l I PILE HLX DEPTH PSI LOAD CAP BRKT PRICE I —PZ I fib" 15.5 , ,llaa Q,-700 i 6x 6 225.00 I w, I5. S, i -70G !2S" 5.5 I I IOC asI - - -- P2 —IGXC!2, 25. � )EC. 1 -�Q�Q. . ' - 9 c0 _S,3d�' fix_6 �22S C1o=EliU Y- --- -- --- --_f_ --- --SxG 2`� - - I - %C) 1 eox=21 ENGINEERS STAMPED COPY-add $100 0 TOTAL DUE: 11 , -- - - - I i __ . -.. . .. ............._. -- ........_ i ( f �f .I I 1 1 I I( � .P