604 34TH ST 2023-06-23 - Laserfiche WebLink

r r 0 m • STAIR STRINGERS(TYP 2 PLCS) 1.PT 2x12 Stringers 2.Install A35z angle brackets to PT 2x10 Blk'g a 3.Bon of stringer onPT2x6 sleeper on4"Conc.Pad Existing Basement o d (Verify size pad to include newel posts) Do 4' No Change o z 24"dia x18"dp Ftg 160"k STAIR I [w12#4 EW II II /LSCZ Adj.Stair I II II/I Stringer Conr ec or-T`'P. rL�, „ ,� 10_ I Footing with 5ft.of Existing Z House foundation must have ( --i BOTTOM of FTG.same level. r. I I USE SONOTUBE FTG p- Fo . -PT2x10Df2 Deck Joists @ 16"oc- I U 10Df1 LEDGER el PT2x@ Existing House Rim Joist W . s I c I (3)1/2"x 5"Lag Screws W/bolt washers /� HUS210 Hanger 1 @12"OC.Per Detail 2/A-5 w In a�' (No counter sinking) — E' DTT1Z 4-7501b.hold-down tension devices.TYP 4 PLCS. "- m H I I Longer screw anchors may be required = to ensure a min.3"thread penetration by a N Co 0 0 I 1 fully threaded lag screw or Strong-Drive SDWH 0 Timber-Hex HDG screw into the wall framing. a I"- v I L A , PT4x4Df1 POST CD U Q �� Pe44(:dp O ABU44 Base r W in 1T \ Simpson H2.9AZ o Existing Foundation Wall L Q Hurricane_Tie-Zmax Finish z u Z Cr s .m a 401 = __= 36'w.stair Z O W -I �0.' , ——— a W lD tY / kJ 10' \ 10' 10' `e Edge of Deck FootingNotes F w Provide PT2x10 Blocking e \ .— g w ©all Newel Posts above-TYP. 30' ` Existing 1.The footings must bear on native soil.Assumes 1,500 psf soil bearing capacity. Simpson DPT7Z 4x4 Deck Post \ Fdn.Wall Assumes 2,500 compressive strength of concrete.The footing requires a d Tie.ZMAX Finish footing that is a min.18 inches in height so the bottom can be located PT2x10Df2 or 2x12Df2 Rim Board a min.12 inches below the finished grade and extend 2-6"above the fin.grade. Attach 4x4 vertical posts to the If fill material present that is greater than 18 inches deep,footing will need to (Non Incised)TYP extend through the fill to native soil.IRC R403 and figure R507.8.1. v side of stringers,rims or other 9 g wood members. d' a Installation erMfr.: p Deck FramingNotes v z^ y Use all specified HDG fasteners. Install in pairs. 1.All lumber shall be grade#2 Douglas-Fir or better and shall be m Z N a Install with two 3/8"through bolts pressure treated(to resist insect and dry rot)in accordance with American r- -v E into side member and 5-10d nails Wood-Preservers Association Standards.Deck surface and trim m 7,a U to post. FLOOR F Aw A A' PLAN f material of redwood,cedar,or other wood with a natural resistance to decay w.12�v� (d t V does not require pressure treatment.Any wood less than six inches above v N v the ground or in contact with concrete must be a PT. o not rn 1/4"=1 -� Treat cut end of wood with apaint-on preservative. c `o m 2.All screws and nails shall be hot-dipped galvanized or stainless steel. z w aai Structural Notes All hardware(bolts,nuts and washers,joist hangers,mechanical fasteners, v 40psf live load holdowns,tie plates cast-in-place post anchors,etc.)shall be galvanized 10psf dead load with 1.85 oz.per sf of zinc(G-185 coating)or shall be stainless steel. a U180 cantilever deflection w/220 lb.point load Recommend products such as"Zmax"from Simpson Strong-Tie N or"Triple Zinc"from USP. DATE: 3.All decking material shall be 2x6 boards.Attach decking to each joist with two 10d nails or two#8 screws.Decking may be placed from an angle perpendicular to the joists to an angle of 45 degrees 6/12/2017 to the joists.Decking must have a span length such that each board bears on a minimum of two joists. SCALE: 4.Beam Spices must occur above Support Post.No exceptions. 5. SHEET: A-5