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SHEATHING PER <br />PLAN NOTES <br />JOIST PER PLAN <br />2x HF BLOCKING W/ <br />REAM PER PLAN AND SCHE® 16d NAILS @" OC <br />COL PER PLAN AND SCHED ® a SIMPSON PC2 POST CAP <br />SIMPSON CPS (2) SIMPSON RPBZ POST <br />PLASTIC STANDOFF BASE W/ 1/4"'° ' x 13/4 <br />® TITEN SCREWS <br />G <br />a a <br />a - 4 G <br />G <br />SCALE: LE. V q "-0" <br />RIPPED 2x LEDGER <br />FIRST HANDRAIL POST <br />I I <br />W/ 3/8"0 TITEN HD <br />I I <br />I <br />ANCHORS W/ 2 1/2" <br />SHEATHING PER PLAN NOTES g. <br />I <br />EMBED <br />RIP JOISTS AT STAIRS <br />I I <br />a <br />I I <br />Lu <br />EXIST STAIRS <br />I I <br />I <br />L <br />z <br />I I <br />. CC* <br />b( <br />ATTACH JOISTS TO <br />i I <br />LEDGER W/ SIMPSON <br />A34 CLIP EA JOIST <br />I <br />A A A _ <br />� 6H <br />� 10 MIL VAPOR BARRIER <br />3/8"0 TITEN HD <br />ANCHORS W/ 4" EMBED <br />B <br />SECT @ STAIR ATTACHMENT <br />ION <br />SCALE: 11/2" V-0" <br />PT HF#I2 4x6 FLAT <br />GUARD POST MIN <br />ATTACH GUARD POST TO <br />B W/ (2) 5/8"0 LAGS W/ <br />4 1/2" MBED MIN <br />SHEATHING PER PLAN <br />SIMPSON DiTT2Z @ HANDRAIL <br />LOCATION W/ 1/2"0 THRU BOLT <br />W/ NUT & WASHER <br />JOIST PER PLAN <br />BEAM PER PLAN <br />PERPENDICULAR FRAMING <br />SCALE. 1" a V-0" <br />Zrtpjfi, a <br />ATTACH CARPORT TO REAM W/ 5/8 "0 <br />REMAIN ; LAG SCREW W/ E" EMBED MIN INTO <br />REAM BELOW @ ANCHOR HOLE <br />LOCATIONS @ 8'-0" OC MAX <br />SIMPSON EPCZ <br />POST CAP <br />ATTACH BEAMS %JV1(2) SIMPSON <br />TS18 TWIST STRAP; (1) EA SIDE <br />EXIST WALKWAY I <br />TO WALKWAY_ I <br />HEIGHT VARIES <br />1A <br />63 SECTION <br />SCALE: 1" l'-®" <br />2x4 GUARDRAIL <br />PER DETAIL 4/S3.2 <br />PT HF##2 4x0 FLAT <br />GUARD POST MIN <br />�IIRli�7 ZIII�lZl���l;\ <br />BEAM PER PLAN <br />COL PER PLAN <br />EXIST SLAB <br />CARPORT BY OTHERS <br />BEAM PER PLAN <br />TO COMMON <br />AREA SLAB <br />EXIST BL®G <br />PLASTIC BASE TO <br />PROTECT AGGREGATE <br />TOPPING <br />1" NON -SHRINK GROUT <br />EXIST LARGE <br />AGGREGATE TOPPING <br />I <br />WHERE LARGE AGGREGATE <br />OCCURS USE (2) RPBZ POST <br />BASE W/ 3/8" TITEN HD <br />ANCHORS 2 1/2" EMBED <br />i INTO SLAB BELOW MIN <br />��- EXIST STEEL COL <br />a <br />Kai 7Z�Jf��71�F7e <br />HANDRAIL @ STAIR LANDING <br />HANDRAIL <br />SCALE: 1" ® V-0" <br />IN <br />c <br />mat T <br />,._ <br />/ <br />ATTACH POST TO <br />LANDING W/ (1) 3/8"0 <br />TITEN HD SCREW ANCHOR <br />W/ 4" EMBED MIN <br />ct <br />ATTACH POST TO RLKG <br />Lu <br />cf <br />W/ 5/8" 0 LAG SCREWS <br />W/ 3" EMBED MIN <br />SCALE: 1" V-0" <br />CARPORT BY OTHERS <br />ATTACH CARPORT TO <br />EXIST SLAB W/ 5/8" <br />TITEN ANCHOR W/ 4 1/2" <br />EMBED MIN; UO" OC <br />MAX <br />e <br />PT RLKG ATTACHED TO BOTTOM <br />OF STAIR LANDING W/ (2) <br />COUNTERSUNK 3/8"0 TITEN HD <br />G <br />ANCHORS W/ 4" EMBED <br />ATTACH COL TO <br />SLAB PER DETAIL 1 <br />HANDRAIL @ STAIR LANDING <br />o"i <br />z <br />0 <br />pm <br />e <br />N <br />F_ <br />0 <br />(!J <br />L" <br />Lu <br />n <br />m <br />w <br />® <br />00 <br />00 <br />0 <br />DESIGN: <br />CJR <br />DRAWN: <br />JEG <br />CHECK: <br />JGG <br />JOB NO: <br />18034.003 <br />DATE: <br />08 f O 6/ 1 8 <br />LAA <br />UA <br />uj <br />co <br />111110,01,10 m <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />