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G M <br /> 3400 <br /> A34 ,TYP 0 TOP PT 2x6 FLAT CAP <br /> A `� M <br /> HUCQ o <br /> & BOTT RAIL <br /> PT 2x6 FLAT CAP PT 2x6 FLAT CAP ems' c— <br /> HUCO Or_ <br /> RAILING TO <br /> MATCH XI <br /> RAILING TO ESTING W E <br /> MATCH EXISTING Lu Y <br /> A34,TYP®TOP <br /> &BOTT RAIL a c <br /> PT GLB PT GLBRUN <br /> 31/2xZ I/2 HUCO H INFILL PER 31/2x71/2 x c �"�J y to O <br /> MATCH EXIST w y O <br /> OR PER ARCH 6/52.0 W : Y v <br /> c INFILL PER INFILL PER N p 1PT ISLE INFILL PER Q J pp <br /> 6/52.0 6 52.0 '� 3/2xZ/2 6 52.0 5 5 HUCQ m m "� N <br /> w / / ABU66Z W/ /S"Ox5" - ABU66Z W/ "k5' W co <br /> cxi? PT GLB LAG SCREW(GALV) LAG SCREW(GALV) m NLgi <br /> q2 iv H 31/2x '/2 UCQ ABU66Z W/%"0x5" in r-1 O <br /> cli <br /> LAG SCREW(GALV) HUCQ - BEAM PER <br /> TERMINATE RIM ® v ( PLAN <br /> BEAM &ATTACH TO <br /> BEAM W/(2) 16d RUN T/SHTG <br /> '-- MATCH EXIST - - <br /> TOENAILS T&B,TYP - <br /> 1 = OR PER ARCH <br /> T/SHTG ����BEAM PER hT/SHTG <br /> V <br /> PLAN xw _ <br /> 0 <br /> 1 SEAL: <br /> a <br /> NOTCHED STRINGER 2 JOIST PER CO <br /> &HGR PER PLAN I EPCZ PUN'TYR ptS F WASL�N <br /> CS16 x 26 JOIST PER JOIST PER BEAM PER PUN - POST CAP 0 <br /> (CTR®BUM) PUN,TYP PUN, TYR <br /> BEAM PER PUN <br /> EPCZ = HUCQ 16'-0"MAX SPAN <br /> EPCZ x¢ NOTCHED STRINGER ( ) s <br /> BEAM PER PUN POST CAP N & HGR PER PUN •� 39519 <br /> POST CAP BEAM PER PUN (16'-0"MAX SPAN) �T�xax +1 <br /> HUCO� (12'-0"MAX SPAN) HUCQ POST PER PUN o POST PER PUN `�S�ONAL <br /> POST PER PUN 11/4/22 <br /> TYPICAL CENTER POST&RAILING ELEVATION 2 BOTTOM OF STAIR TO RAILING END POST 3 TOP OF STAIR TO RAILING END POST <br /> SCALE:1"= V-O" SCALE:1"= 1'-O" SCALE:1"= 1'-O" <br /> Q <br /> 10d 08"OC TO TOP RAIL <br /> w �_ <br /> &(1)®EA PICKET U) Q <br /> w d <br /> PT 2x6 CAP RAIL Lu Q N <br /> PT GLB TOP RAIL POST PER PUN Z Z_ EX co <br /> O) <br /> + W/HUCO2 EA END POST PER PUN W Z Q <br /> N '/2"0 ATR W/8"MIN W q <br /> EMBED W/SET-3G EPDXY EPB66PHDG ADJUSTABLE BASE �I LLL Q <br /> EXTERIOR + WALKWAY ABA66Z BASE '^ L� U Lu I (E)8"CONIC WALL V ' <br /> NEW OR EXIST WALL OR FILL AREA BELOW W/ w _ § w <br /> 2x2 PICKET(CEDAR, PT FULL-HT POST(BEYOND) • Z > <br /> NON-SHRINK GROUT 0 N <br /> OR PAINTED) ®51/4"OC w <br /> I N10x5"WOOD SCREWS 08"OC (E) 8"CONIC WALL <br /> ®END PICKET TO POST/WALL <br /> (2) 10d® EA PICKET I+ 1 DRILL Z/S"0 HOLE ° a\ Q m <br /> TO HORIZ RAIL,TYR T&B x 4"DP MIN W/ (n <br /> PT GLB TOP RAIL SET_ <br /> 3G EPDXY LL <br /> + W/HUCOZ EA END LL <br /> J - <br /> L m <br /> PROJECT* 22-144 <br /> WOOD PICKET RAILING SECTION POST BASE AT FLAT FOUNDATION WALL POST BASE AT SLOPED FOUNDATION WALL DRAWN BY: ME <br /> zz-zoi-3.o-n 7 O DESIGNED BY: AJS <br /> SCALE:1"= 1'-0" SCALE:1"= 1'-0' SCALE:1'= 1'-0" DATE: DESCRIPTION <br /> 11.04.2022 PERMIT <br /> MATCH EXIST <br /> (MAX 5'-0"SPAN) JURISDICTIONAL STAMP: <br /> CUT DEGRADED JOISTS CUT JOIST IF <br /> MIN 11/"BACK FROM 2x BLKG,TIGHT FIT 1-0 DEGRADATION <br /> 2x RIM,SPAN 2 EXTENDS CLOSER TO EN PER PUN <br /> (4)JOISTS, MIN F/STUDS AS REO'D SLOG, PER 10/S2.0 (® 6x BM),TYP <br /> CONN PER 10/S2.0 6x10 BEAM ABU66 POST BASE AT <br /> TOPPING& TOPPING& OR 11/S2.0� (a POST ELEVATED WALKWAY <br /> WATERPROOFING + + + WATERPROOFING <br /> PER ARCH PER ARCH Lj <br /> + + + 2x RIM <br /> 16d END NAILS <br /> 771 <br /> (E)FUR JOIST JOIST PER PUN W (E) FUR JOIST 1'/2"MIN JOIST PER PUN T&B INTO EA JOIST <br /> I LU HANGER,TYP / H2.SA EA JOIST SHEET TITLE: <br /> , R /TO FA SDWS <br /> e SCREWS, RIM TO EA JOIST BEARING JOUST 10d NAILS 0 <br /> BEAM HUD TO <br /> SUN W/ <br /> EJ ExT wnu�a STRUCTURAL <br /> SECTIONS&DETAILS <br /> k JOIST TO MATCH EXIST <br /> g (MIN 2x10 0 16"OC) <br /> CITY OF EVERETT <br /> e <br /> REVIEWED FOR PERMIT SHEETNUMBER: <br /> BUILDING CONN AT SEVERELY DEGRADED LANDING JOISTS BUILDING CONN AT SLIGHTLY DEGRADED LANDING JOISTS ��� TYP BREEZEWAY FLOOR SECTION �+ 2.0 <br /> E SCALE:1"= 1'-O" O SCALE:1"= 1'-0" I I SCALE:3/4 = 1'-0" 2 S <br /> N <br />