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1 2 -- 3 -- 4 5 <br />DI <br />ICI <br />I B I <br />A, <br />PR <br />E <br />T PER PLAN (BEYOND) <br />ING AND <br />kCHMENT BY OTHERS <br />3" PRECAST SLAB AT <br />LANDING REINF PER <br />PRECAST MFR <br />4"— <br />BEAM PER PLAN <br />W/ HUC HANGER <br />EA END <br />L3X3X1/4 CONT ANGLE W/ <br />1/2" DIA X 3" LAG SCREW @ <br />12" OC INTO STRINGER, <br />AND 1/2" DIA X 2" <br />EXPANSION BOLT INTO <br />CONCRETE @ 18" OC. TYP. <br />AT PERIMETER BEAMS <br />RAMP - SECTION <br />0 <br />PR <br />2'-6" <br />_ I <br />�r I <br />POST PER <br />PLAN pop\ ®� <br />N <br />N <br />K <br />Q KNEE BRACE DETAIL <br />V G J 3/4" = 1'-0" <br />U <br />PR <br />C3 1 <br />A4.11 <br />L <br />4" <br />RAILING AND ATTACHMENT <br />BY OTHERS <br />/ ' <br />PR <br />SPACING NOT TO <br />ALLOW PASSAGE OF <br />C° 4" SPHARE <br />a <br />M <br />N <br />r� RAMP -TOP LANDING- SECTION <br />V v i 1 1,-0,, <br />E <br />RRICANE TIES SHALL BENEW RAFTER AND NEWTIONS. <br />EXIST SHEATHING <br />VERIFY / PROVIDE 8d @ 6" O.C. <br />EXISTIFUtt-DEPTH BLKG <br />RIPPED TO MATCH SLOPE -OF <br />L70-Di�,O <br />ROOF <br />PR <br />BEAM PER <br />1 PLAN �— ROOF RAF f`ER-S ___\ <br />PER PLAN, NOTCH <br />PT 4x6 KNEE BRACE W/ _(2)--,- s AS REQUIRED <br />5/8"0 LAG BOLTS EA END, EXIST ROOF SIMPSON H2.5A TIE <br />COUNTERSUNK RAFTERS PER PLAN —' <br />- , 1 2x BLKG W/ <br />PR NEW/EXIST 16d @ 6" OC <br />SIMPSON H2.5A TIE <br />B3 TYPICAL RAFTER SUPPORT DETAIL <br />10 <br />8" x 8" CONCRETE <br />PLINTH W/ (4) #3 <br />TIES EQ SPACED <br />00 (4) #4 <br />HOOKED <br />DOWELS <br />6" <br />A z <br />n�. <br />L <br />w ° <br />Of <br />IIIIII1I1=1 <br />M U <br />PER PLAN <br />Z� <br />PR <br />1 2 <br />COL PER PLAN <br />SIMPSON ABU POST BASE <br />CONTRACTOR HAS THE <br />OPTION TO USE 5" <br />SIMPSON <br />TITEN HD ANCHORS. <br />PAVING OR <br />FINISHED GRADE <br />PER ARCH <br />DRAWINGS <br />� REINF PER PLAN <br />iAo� ISOLATED COLUMN FOOTING <br />COLUMN PER PLAN <br />BEAM PER PLAN <br />O <br />SIMPSON <br />--]NOT TO ALLOW, Zj� <br />PASSAGE 0F,6' PR <br />SPHERE <br />3" PRECAST SLAB AT LANDING <br />REINF PER PRECAST MFR <br />L3X3X1/4 CONT ANGLE W/ 1/2" DIA X 3" LAG <br />SCREW @ 12" OC INTO BEAM, AND 1/2" DIA <br />X 2" EXPANSION BOLT INTO CONCRETE @ <br />18" OC. TYP. AT PERIMETER BEAMS AND <br />CROSSBEAMS WERE ACCRUE <br />BEAM PER PLAN W/ HUC HANGER <br />EA END <br />STRINGER PER PLAN <br />WHERE OCCURS <br />SIMPSON HUC3.25 <br />SIMPSON BC60 <br />CANTILEVERED <br />BEAM PER PLAN <br />Q� ,.CANTILEVERED BEAM CONNECTPON DETAIL <br />9552 REGISTERED <br />ARCHITECT <br />.000 <br />C HA .L AA ON STEVENS <br />STATE OF WASHINGTON <br />ICI <br />Re -siding Project, <br />River's Landing <br />Building 7 <br />FOR <br />Williams <br />Investments <br />AT <br />3015 9th Street, Everett, <br />WA. 98201 <br />Permit Set <br />B <br />This drawing is: <br />1. Copyright 2020 Dykeman, Inc. <br />2. The Architect's Instrument of Professional Service. <br />3. For use on this project only. Obtain Architect's <br />written permission for any other use or reproduction. <br />PROJECTNUMBER:2021-023 <br />MARK DATE DESCRIPTION <br />PR 1 12/30/2021 1 Permit Correction <br />COL PER PLAN <br />8" x 8" CONCRETE SIMPSON ABU POST BASE. <br />PLINTH W/ (4) #3 CONTRACTOR HAS THE <br />TIES EQ SPACED OPTION TO USE 5" SIMPSON <br />TITEN HD ANCHORS. <br />250 TH AVE S. STE 2130 <br />(4) PAVING OR FINISHED Ei3"'i+1`ONDS, WA 9802t <br />00 HOOKED GRADE PER ARCH -INC-:, 42. -� ,M95l- - •TEAM: <br />DOWELS DRAWINGS <br />6 U�� PRINCIPAL IN CHARGE:1 MS <br />PROJECT MANAGER: ( DH <br />_ z —� �_ �_ THIS ��`VIN HAS BEENREVIEWEDPROJECT ARCHITECT: AO <br />_ —� FOR � JOB CAPTAIN: KF <br />REINF PER PLAN IT <br />STRUCTURAL REQUIREMENTS A <br />DRAWING <br />z INDICATED IN THE ATTACHED GETTER' <br />aAND/OR, CALCULATIONS., <br />° TYPICAL STAI R/RAM P <br />0 River's Larding OATS 10, 2,21 <br />=11-� _. <br />�r DETAILS <br />.1 <br />6" <br />00�PIPE PILING PER PLANS <br />& STRUCTURAL NOTES <br />(3) #4 BARS 75; DRAWING NUMBER: <br />PER PILE PER PLAN <br />T <br />M <br />O <br />N <br />ISOLATED COLUMN FOOTING W/ PILES OiTY OF EVERETT T N An� <br />r <br />4 5 <br />