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1 <br />ooa <br />-0 MATCH <br />EXISTING°a <br />PER ARCH, <br />TYP <br />REF 6/52.0) <br />°o <br />_ <br />1 <br />SOFFIT INFILL BELOW <br />TO MATCH EXIST OR <br />PER ARCH, TYP <br />RAILING ELEVATIONMID-STANCHION <br />SCALE: 1 " ® V-0" <br />EXTERIOR <br />2x2 PICKET (CEDAR, PT <br />OR PAINTED) @ 5'/q"OC <br />(2) Od @ EA PICKET <br />TO HORIZ RAIL, TYP T&B <br />SCALE: 1" = <br />V-13" <br />PT 2x4 FLAT RAIL, <br />TYP T&B <br />A34, TYP EA SIDE <br />@ TOP & BOTT RAIL <br />PT 4x4 POST W/ BC40 BASE & <br />MSTC48133 EA SIDE TO BEAM BELOW <br />PT 2x4 FIAT RAIL, <br />TYP T&B <br />1 <br />INFILL TO MATCH EXISTIi�G <br />OR PER ARCH, TYP <br />(REF 6/S2.0) <br />EPC4Z POST CAP & <br />BASE @ BEAM, TYP <br />f <br />qK� IX <br />ll�II�ll� I \ <br />i <br />BEAM PER PLAN <br />E AN �12'-0" MAX SPAN — <br />(12' PER PLAN ) SOFFIT INFILL BELOW <br />(12'-0" MAX SPAN) <br />JOIST & HGR TO MATCH EXIST OR <br />JOIST & HGR PER PLAN, TYP L—PER-ARCH, TYP <br />PER PLAN, TYP <br />10d @ <br />8"OC <br />TO TOP RAIL <br />& (1) <br />@ EA <br />PICKET <br />PT 2x6 <br />CAP <br />RAIL <br />PT 2x6 <br />TOP <br />RAIL W/ <br />LUC26 <br />@ EA <br />END <br />LUC26 EA END @ INSIDE FACE <br />NEW OR EXIST WALL OR <br />FULL -HT POST (BEYOND) <br />#i0x5" WOOD SCREWS @ 8"OC <br />@ END PICKET TO POST/WALL <br />PT 2x6 BOTT RAIL W/ <br />LUC26 @ EA END <br />WALKWAY <br />22-201-10-1 1 <br />SCALE:199 T V-09, <br />'/2"0 AIR 'IV/ 8" MIN <br />EMBED W/ SET-3G EPDXY <br />(E) 8" COLIC WALI <br />SCALE. 1 " = 19-0" <br />A34, TYP @ TOP <br />& BOTT RAIL <br />RUN <br />MATCH EXIST <br />OR PER ARCH <br />NOTCHED STRINGER <br />& HGR PER PLAN <br />BEAM PER PLAN <br />POST PER PLAN <br />ABA44Z BASE <br />SCALE: 1" = V-0" <br />DRILL '/g"E HOLE <br />x 41P MIN W/ <br />SET-3G EPDXY <br />SCALE: 1" p V-0" <br />(6) 10d NAILS @ <br />JOIST OVERLAP <br />TIGHT FIT <br />2x BLKG <br />(E) EXT WALL <br />MATCH EXIST <br />(MAX 5'-0" SPAN) <br />SAW( <br />(E) I <br />@ F, <br />JOIST TO MATCH EXIST <br />(MIN 2x10 @ 16"OC) <br />HGR PER PLAN <br />BREEZEWAYTYP <br />SECTION <br />FLAT RAIL, <br />B <br />SEAM PER PLAN <br />12'-0" MAX SPAN) <br />JOIST & HGR <br />DER PLAN, TYP <br />SI PLR PLAN <br />B44PHDG ADJUSTABLE BASE <br />L AREA BELOW W/ <br />N—SHRINK GROUT <br />8" COLIC WALL <br />CAP POST TO BEAM <br />PER 4/S2.0 <br />BEAM PER PLAN <br />CAP POST TO BEAM <br />PER 4/S2.0 <br />co <br />CdO <br />©ems <br />00, <br />T <br />Lij <br />:8 <br />. <br />Lni <br />SEAL: <br />9/2 1 /2 °, <br />00 <br />LiL <br />PROJECT M <br />22-144 <br />DRAWN BY: <br />MD <br />DESIGNED BY: <br />AJS <br />DATE: <br />DESCRIPTION <br />09.21.2022 <br />PERMIT <br />I JURISDICTIONAL STAMP: <br />ESHEET NUMBER: <br />SCALE:,/4," ® 1'-0" <br />