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F <br />1 2 <br />i <br />RTU BY OTHERS MIN 43 <br />(18 GAUGE) AT CURB <br />TO RTU ATTACHMENT <br />CLIP PER DETAIL A, CLIP <br />LAYOUT PER SCHEMATIC PLAN B <br />— <br />— <br />I <br />(3) #12 SCREWS <br />FROM CLIP TO UNIT <br />(3) #10 SCREWS FROM <br />CLIP TO CURB <br />a <br />2x WOOD NAILER <br />- <br />= <br />MIN 43 MIL CURB <br />04 <br />#12 WOOD SCREWS @ 8" O.C. ALL <br />r <br />(E) ROOF <br />51DES OF UNIT W/ MIN 3" EMBED. <br />SHEATHING <br />INTO FRAMING BELOW <br />PER PLANlz <br />r <br />NOTES: <br />E I. WHERE ROOF SLOPE OCCURS, CURB <br />TO ACCOMMODATE SLOPE. <br />D <br />c <br />S <br />1 TYPICAL CU <br />S-501 <br />(E) PONY WALL <br />AT 24" Or-, V.I.F. <br />WOOD ROOF MEMBER <br />PER PLAN <br />RB ATTACHMENT <br />-R AT <br />(6) <br />3 4 <br />� i I <br />j <br />I <br />% I <br />I <br />Ir <br />— — — — — — — — — — <br />�I <br />11 <br />MIN 43 MIL CURB-\ <br />2X BLGK BELOW <br />SHEATHING <br />5 <br />6 7 <br />3/8" x 6" LONG LAG SCREWS @ <br />Z <br />24" O.C. ALL 51DES OF UNIT <br />u <br />6 <br />O <br />I <br />(V <br />�o <br />< <br />3 <br />U) <br />(E) OWWJ TOP <br />CHORD PER PLAN : <br />" <br />0 <br />a <br />WOOD BLOCKING <br />W <br />MEMBER PER PLAN <br />c� <br />CURB AT BLOCKING <br />5 KICKER CONN. TO E NALL G KICKER CONN. TO 2X12 <br />5-501 SCALE: 1 1/2" = I'-011 5-501 <br />YIIrAYIII\I/' f'fl�fl M1I AAI <br />JII I(-:JVIV LUJ Y1J-11 Vl�Ll� I-11 <br />A EA. JST, INSTALL PER MFR. <br />REQUIREMENTS, TYP <br />2x12 RAFTER TO 412 <br />SHEATHING PER <br />PLAN <br />BEAM PER PLAN) <br />SIMP50N 'HUS' HANGER AT <br />EA. JST, INSTALL PER MFR. <br />REQUIREMENTS, TYP <br />'ER PLAN BEAM PER <br />PLAN <br />SCALE: 1 1/2" = 1'-011 <br />10 <br />S-501 <br />97 MIL CLIP, <br />Fy = 50 KSI <br />n� <br />b� <br />411 <br />MAX <br />DETAIL A: STEEL CLIP <br />UNIT LENGTH <br />EQ. SPACE ADD. <br />- <br />CORNERS AS REQ'D, TYP <br />NOTE: ONLY FIRST CLIPS SHOWN. <br />BALANCE OF CLIPS SHALL BE <br />EQUALLY SPACES ALONG SIDES <br />RTU I: 4 TOTAL CLIPS <br />RTU 2: 8 TOTAL CLIPS <br />ADD. CLIP BTWN <br />CORNERS AS REQ'D <br />SCHEMATIC PLAN B: RTU CLIP LAYOUT <br />SHEATHING EDGE <br />NAILING PER PLAN <br />SIMPSON HU48 HANGER, FASTEN <br />TO LEDGER W/ (6) IOd x 1 1/2', <br />FASTEN TO BLOCKING PER MFG <br />ROOF <br />PROOF BEAM PER <br />PLAN <br />BLOCKING TO ROOF BEAM - EACH SIDE <br />4X BLOCKING <br />10 <br />G PER PLAN <br />AJ PER PLAN <br />3LOCKING <br />HU48 HANGER, <br />FASTEN TO BEAM W/ <br />(6) IOd x 1 1/2" <br />FASTEN TO BLOCKING <br />PER MFG <br />BLOCKING TO ROOF BEAM - SINGLE SIDE <br />SIMPSON HU48 (MIN) ' -4X BLOCKING <br />HANGER, FASTEN PER MFG <br />BLOCKING TO BLOCKING <br />4 4x BLOCKING CONNECTIONS <br />SCALE: 1 1/2"=1'-0" 5-501 SCALE: 3/411=1'-0'1 <br />(2) 511`11`50N <br />A35 BLKG TO <br />NEW BEAM <br />a <br />.07 <br />TPL 2x12 RAFTERS <br />AT CONNECTION <br />I <br />LAP BRACE WITH <br />TER AT RAFTER, FASTEN W/ <br />(6) 16d NAILS <br />2x BLKG, LOCATE AT 751MP50N <br />PLAN <br />TOP CHORD PANEL <br />POINT, TIGHT FIT <br />BETWEEN TOP AND STA g <br />BOTTOM CHORDS <br />A34 <br />BEAM TO BRACE <br />(E) DBL OWN-1PER <br />PLAN <br />(2) SIMPSON <br />A35 BLKG TO <br />NEW BEAM <br />2x BLKG,LOCATE AT <br />TOP CHORD PANEL <br />POINT, TIGHT FIT <br />BETWEEN TOP AND <br />BOTTOM CHORDS <br />(E) DBL ONNJ (E) DBL ONNJ <br />7 TO BEAD AND 2xl2s 8 TO BEAD AND 2x12s <br />SCALE: 1 1/2" = 11-011 5-501 SCALE: 1 1/2" = 1'-01' S-501 <br />SHEATHING EDGE <br />NAILING PER PLAN <br />PER PLAN <br />E) OWWJ PER PLAN <br />PROVIDE VERT. SLOTTED HOLE IN PL <br />AT UPPER BOLT: 'BOLT DIA. + 1/16" <br />BEAM PER WIDE x 2" LONG, TYP. <br />PLAN SHEATHING PER PLAN <br />TYP. PL <br />TO BRG PL <br />1/2" GAP, MAX <br />1 1/2" <br />4" <br />1/4 <br />lie <br />1/4 <br />0 <br />1 1/2" <br />`v <br />® o <br />= z <br />Q� <br />° II <br />2 1/�" <br />`n <br />0 <br />O <br />SIMPSON 'HGU' HANGER AT <br />EA. BEAM, INSTALL PER MFR. BEAM PER PLAN <br />REQUIREMENTS, TYP /4" PL EA SIDE OF BEAM Wf (E) BEAM PER PLAN, <br />LB TO NEW RAFTERS <br />(10) 1`0 A307 THRU-BOLTS E <br />10" SHIM BEAM W/ <br />PLYWOOD FILLER EA. <br />10-1/4" WIDE x 1-1/5" THICK BEARING „ SIDE AS REQ'D <br />PLATE <br />COLUMN PER PLAN i1\ <br />BEAT l TO COLUI'1N <br />11 CONNECTION INTERIOR SPAN <br />SCALE 1" = 1'-011 S-501 SCALE: I" = 1'-01' <br />SHEATHING PER <br />PLAN <br />RAFTERS PER-/ <br />PLAN <br />51MP50N 'LUS' HANGER AT <br />EA. JST, INSTALL PER MFR. <br />REQUIREMENTS, TYP <br />BEAM PER <br />PLAN <br />12 <br />5-501 <br />SCALE: 1 1/2" = 1'-011 <br />`RAFTERS PER <br />PLAN <br />SIMP50N 'HGU' HANGER AT <br />EA. BEAM, INSTALL PER MFR. <br />REQUIREMENTS, TYP <br />GLB TO NEW RAFTERS <br />SCALE 111 = 11-011 <br />DESIGN ARCHITECT <br />SDH Architect <br />2242 NW RESERVE CAMP CT <br />BEND, OR 97703 <br />206.369.8881 <br />OWNER <br />ROIC of WASHINGTON <br />8905 Towne Center Drive, Suite 108 <br />San Diego, CA 92122 <br />CONSULTANT <br />13228 NE 20TH ST, SUITE 100 <br />BELLEVUE, WA 98005 <br />425 614-Og4q / INFO@AU-ENG.COM <br />JOB NO: 23136 <br />SOUTHPOINT PLAZA <br />SUITE 1 - REPAIR <br />10121 EVERGREEN WAY #1 <br />EVERETT, WA <br />ISSUED / REVISED DATE <br />PERMIT SET 06.26.23 <br />PR01 10.24,23 <br />CITY OF EVERETT <br />REVIEWED FOR PERMIT <br />PERMIT SET 06.26.23 <br />DETAILS <br />S=501 <br />