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

FLASHING: CEDAR 2x2 PICKETS NO ALUM.FLSH'G ALLOWED. @ 5"OC.S.S SCREWS FLASHING SHALL BE GALV.STEEL TOP AND BOTTOM r—Decking PER PLAN DRIP CAP.LEDGE FLASHING SHALL Attach pickets at top and i BE INSTALLED UNDER WATER RESISTANT bottom with(2)#8 screws or • BARRIER AT WALL. (2)8d spiral shank nails each 2x6 CEDAR CAP W/1"#6 SCREWS,36"OC W Openings shall not \ RECESSED AND PLUGGED I I e=- a a o allow the passage W/DOWELS TO MATCH TJ I of a 4"dia.sphere SEALANT BOTH SIDES 1 EXISTING EXT.2x == ._1x4 CEDAR RAIL FRAMED WALL aillr• SUPPORT EACH SIDE NOTE: z 4x4CEDARPOST @MAX.72"OC. STAGGER SCREWS VERTICALLYTUCK FLASHING (3)1/2"x 5"LagUNDERNEATH DoNot NotchALONG THE LENGTH OF THE Screws W/boH washers zLEDGER BOARD 2HOUSEWRAP& PT CEDAR BOTTOM RAIL @12"OC.Hot Dipped z nc SIDING. LAP O iocoated Galv Steel ORoEDGE OF LEDGER I ' -2x6 COMPOSITE DECKING Stainless Steel, 0 rti .�� : PT RIM-FASTEN TO EA.JOIST 2 LEDGER ELEVATION �I Non-IncisedW/3-10d NAILS or PT 2x10 HF 2 V 3-#10x3"WOOD SCREWS DTT1Z 7501b.hold —HUS210 HGR JST TO BM CONN. (optional cedar Rim) z down tension device Fasten to Simpson H2.5AZ POST TENSION TIE 0 TYP 4 PLCS. PT 2x10 Ledger w/ Hurricane TIe-Zmaxl m in PC44 CAP ~ 1OTT1Z7501b.hold-down (3)1/2"x 5" DECK FOOTINGS: W f-t tension device: Lag Screws @ 12"OC., N.i LU Q See Dt12,this sheetPLACE THE BOTTOM OF FOOTINGS -2 must bewithin24"ledger end. PT4X4Df1 ' THAT ARE WITHIN5ft.OFHOUSE Y Ill @ FOUNDATION AT SAME LEVEL AS U t� -Longerscrewanchorsmaybe I MIN.1"RAISED HOUSE FOOTING. LL1 required to ensure a min.3"thread CONCRETE penetration by a fully threaded lag Grade \ ABU44 POST BASE i- screw or Strong-Drive SDWH Timber r4 Hex HOG screw into the wall fraying. Existing 12"Min below grade —II Grade NOTES: EXISTING EXT. OR below line • 1.DECK SHALL BE DECAY RESISTANT.507.3.3 BASEMENT WALL I (Whichever is deeper) 2.CORROSION RESISTANT FASTENERS AT ALL CONNECTIONS. 3.DO NOT ATTACHED LEDGER DIRECTLY TO SIDING OR OTHER 24"dia.OR 24"X24"CONC. WALL COVERINGS.REMOVE ALL WALL COVER IN THE INSTALL- FOOTING W/(4)#4 ATION AREA AND ATTACHED THE LEDGE TO THE WALL FRAMING Y Ni 18"t0 24"dp(varies at slope) MEMBERS.NO ATTACHING LEDGER TO BRICK OR STONE WALL U 00 UNO COVERINGS. W in 4.ATTACH DECKING TO EACH JOIST W/A MIN.OF(2)8D NAILS 0 Q OR#8SCREWS DO NOT BURY POST IN CONCRETE 5.ATTACH RIM JST TO END OF EACH JOIST WITH(3)#10x3"MIN. z MUST INSTALL WITH POST BASE WD.SCREWS;NAILS ORTOOENAILS NOT PERMITTED Q M 6.JOISTS SHALL NOT BE ATTACHED TO POSTS WITH THRU �-° BOLTS o tL O W 20 ,a= W Minimum Requirements ° L>L1 O DECK RAILING SECTION - Width of stairs 36"min.abv railing G -4-1/2"min.handrail projection into Pe a stair -Baluster spacing(clear)4"max. -Clearance above nosing 6'8"min. -Landing length&width equal to stair N. v width a LESS THAN 4"CLR. -Landing railing 36 to 42"above a v o u MAX.(TYP.) landing ',Ili`moo u 2"x5"TUBE LESS THAN 4"CLR. N Z o0 MAX.(TYP.) 4"oc max. -Nosing projection 3/4in.to 1-1/4in. i7 Ei —11l4"x1114"TUBE 2"xc"TUBE spacing -Riser height 7-3/4"maximum �0 0-N E a 6-0"oc T Tread 10"min. I ,a u'.o11/4"TUBE - ,7" m G CC1/2"a/2'BAR,4"oc _TMN ®s'-n'oc \ — Stair railing 34 to 38"above nosing o m^o co_ X1/2 kl/2"BAR,4' JI 5 O o^co N11/4"x11/4"IUBE (e I 0 ID a . 4'-0"MAX.(TYP.) = w �, aN ID_jx 11/4'x11/4"TUBE j BENT S"z4"z1/4"ST.PL 4'-0"M47C.(TYP.) \ 11 w10� 5 w Nw/4 3/8"x 3°LONG = i. zLAG SCPEWS BENTB''c4"x1/4"ST.PL I / '�� Stair to PT Rim� LAG SCREWS / LSCZ ? 1 I_ M m Simpson TYp.@ Stringer o us I I 4 Stair Angle 118 opening DATE: • PT 2x12Df2 STRINGERS 6/12/2017 WOOD BEAM NOTE:FINAL DESIGN TO OPTIONAL Wood Treads BE SELECTED WOOD BEAM NOTE: FINAL DESIGN TO SCALE: BE SELECTED _ 0 OPTIONAL CABLE RAILING Q OPTIONAL METAL BALUSTERS OPTIONAL WOOD TREADS SHEET: A_6 I� 1