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BOND -BEAM <br />_,---GONTIN. PRECAST HEADERJ__T__ <br />b" GMU PIER <br />ENTIRE COLUMN TO <br />BE 6ROUT FILLED <br />GAST-GRETE GAST-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />i T1 <br />DOUBLE WINDOW <br />gMASONRY PIER DETAIL <br />SCALE: NTS TRJKE WINDOW SIM. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 5IW50N ET EPDXY). <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />DOHEL41:BLOH OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />INSTRUGTIONS. <br />FUTURE b" GMU A <br />BLOCKTIF171 <br />#5 VERT. BAR TO BE <br />DRILL b" INTO EX15T'6 QLOCATED PER PLAN <br />SLAB, EPDXY 4 DRIVE IN GROUTED CELL <br />I � <br />#5 DOOEL, PROVIDE MIN. <br />30" LAP SPLICE I I I O <br />ry I I z <br />e. 4 <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHORN <br />HERE <br />14 <br />-1�1—ICI—ICI—ICI " <br />Q ' _,Illlilllll�llllllln <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. o CMU STEM " DROMW 6RADE <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOHN HERE <br />FASTEN EA. ROOF TRUSS TO GMU w/ <br />51MP50N M5TMI6 TH15T STRAP. <br />FASTEN STRAP TO GMU w/ (4)Y4" DIA. x 2 <br />Y4" LONG TITEN SGREHS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRO55 MANUF.) <br />EACH TRUSS. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU W (3) Y4" DIA. x 3 Y2" LONG <br />TAPGONS. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. <br />RETROFIT DETAIL <br />P SCALE: 3/4 <br />4xb P.T. <br />POST <br />PROVIDE (1) <br />51MP50N LSTAIb <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />E i�l�� � �1L1191G�Jr <br />SEE DETAIL 3-1 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNEGTION <br />INFO NOT SHOHN HERE <br />PROVIDE SOLID <br />BLOCKING A5 REQ'D <br />FOR STRAP FA5TENIN6 <br />FULL DEPTH BLOCKING <br />FASTEN EVERY OTHER (Vb" 055 (MIN.), 13/4" LVL OR TRU55 <br />TRU55 (ev/ WEB BLOCKING FLOOR TRU55E5 BLOCKING PER MANUF) ® 4b" <br />AS REQ'D) TO 2x BLOGKIN6 -PER PLAN O.G. FASTENED TO 2x BLOCKING <br />W (1) 51MP50N A55 CLIP w/ (1) 51MP50N A35 CLIP—, <br />RETROFIT DETAIL <br />Q SCALE: 9/4'=1'-0' <br />FASTEN EVERY OTHER TRU55 TO GMU <br />H/ SIMPSON MT5MI6 TH15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. <br />x 2 Y4" LONG TITEN SGREHS <br />2xb FLAT BLOCKING (BETWEEN TRUSSES <br />- 16" MIN. LENGTH) FASTENED DOWN TO <br />GMU w/ (3)Y4" DIA. x 3Y2" LON6 <br />TAPGONS ® EA BAY. FASTEN RIBBONL, <br />THRU HALL 5HT6., TO 2x BLOGKIN6 w/ <br />54"xO.131" NAILS ® 3" o.c. <br />2x OR 1" 055 <br />DEGKIN6 — <br />(TYP) <br />(1) 5IMP50N - <br />A35 CLIP <br />EA. 5TRIN6ER <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />STRIN6ER5 <br />(1) 51MP50N A35 CLIP <br />® EA. 5TRIN6ER <br />2xb P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />H/ (3) W(," DIA. x 3 Y2" <br />LON6 TAPGONS <br />STAIR SECTION <br />I SCALE: S/4'=I'-0' <br />SEE DETAIL 3b ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FLOOR TRUSSES <br />X -PER PLAN <br />FASTEN BLOCKING TO GMU W 51MP50N <br />MTSMIb TH15T STRAP. FASTEN STRAP <br />TO GMU w/ (4) Y4' DIA. x 2 Y4" LONG <br />TITEN SGREWS <br />2xb FLAT BLOGKIN6 TO EA. SIDE OF <br />056 BLOGKIN6 (Ib" MIN. LENGTH) <br />FASTENED DOHN TO GMU w/ (3)Y4" DIA. x <br />3 Y2" LONG TAPGONS. FASTEN LADDER <br />TRUSS, TO 2x BLOGKIN6 w/ 3"xO.131" <br />TOENAILS ® 3" o.c. <br />RETROFIT DETAIL <br />FLOOR TRUSSES <br />(SEE PLAN) <br />FLOOR 63. <br />- PROVIDE VERTIGALS <br />OR SOLID BLOCKING A <br />EA. STRINGER LOCATION <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEGIFIGALLY INDIGATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. CUT") ON THE PLANS. <br />seal <br />♦ .. <br />0 <br />-p cr <br />O: S TE OF ur <br />�. <br />.••O p•.•�N�,% 2421 <br />0 copynght��g"g�� <br />Structural ,gin g Inc. <br />0 CD <br />Z <br />=J FC <br />w <br />=UJ <br />z <br />i Z <br />w <br />as <br />J <br />Q <br />oc <br />� <br />� <br />E <br />Q E <br />W U <br />C <br />-Wt a <br />E <br />H <br />W <br />3 <br />T � <br />i� <br />W <br />°D E <br />!A <br />y <br />c� <br />e <br />W <br />m ��hh <br />g N <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: ,J S B <br />drawn by: DR <br />issue date: 1 0-1 9-21 <br />REVISIONS: <br />date: initial: 1 <br />11/02/2021 EMG <br />sheet: <br />CM <br />C�z <br />SDm3 <br />