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— BOND-BEAM—� <br />_,__—GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW 51LL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />M,�50NRY P 1 ER DETA� I <br />L SCALE: NT5 TRILPLE WINDOW 51M. <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE %" DIA. HOLE FOR <br />DOWEL, BLOW OR 5RU5H GLEAN. <br />3. FOLLOW MANUF. IN5TALLATION <br />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK T <br />DRILL 6" INTO EX15T'G <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP 5PLIGE <br />�II <br />I I <br />I <br />v <br />GRADE <br />5EE TYP. FOUNDATION <br />DETAIL5 FOR ADDITIONAL <br />INFORMATION NOT 5HOWN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NT5 SIM. • M STEM FM DROPPED 6RADE <br />2x OR 1' 055 <br />DEGKING — <br />(TYP) <br />5EE DETAIL 31 ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />PROVIDE 50LID <br />BLOCKING A5 REQ'D <br />FOR 5TRAP FA5TENING <br />FULL DEPTH BLOCKING <br />FA5TEN EVERY OTHER ([a" 055 (MIN.), 1%" LVL OR TRU55 <br />TRU55 (w/ WEB BLOCKING FLOOR TRU55E5 BLOCKING PER MANUF) ® 48" <br />A5 REQ'D) TO 2x BLOCKING -PER PLAN O.G. FA5TENED TO 2x BLOCKING <br />w/ (1) 51MP50N A35 CLIP i w/ (I) 51MP50N A35 CLIP <br />�— FA5TEN EVERY OTHER TRU55 TO GMU <br />e w/ 51MP50N MT5MI6 TW15T 5TRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. <br />x 2 Y4" LONG TITEN 5GREW5 <br />2x6 FLAT BLOGKING (BETWEEN TRU55E5 <br />- 16" MIN. LENGTH) FA5TENED DOWN TO <br />DC <br />GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5 ® EA BAY. FASTEN RIBBONL, <br />THRU WALL 5HTG., TO 2x BLOCKING w/ <br />-AN 31'4"x0.131' NAILS ® 3" o.c. <br />IDETAI L@�v% <br />: O" <br />STAIRS <br />(2)2x8 FLUSH BEAM � <br />BEYOND <br />(1) 51MP50N A35 GLIP EA. TOENAILS <br />@ <br />® EA. 5TRIN6ER ®EA. JOIST <br />(3) 51NGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />5TRINGER5 <br />(1) 51MP50N A35 <br />® EA. STRINGER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />w/ (3) WW DIA. x 3 Y2" <br />LONG TITEN5 <br />2x8 LANDING <br />W15T ® 16" O.G. <br />2x8 LEDGER FA5TENED TO <br />GMU w/ (2) Y4" DIA. x %" <br />LONG TAPGON5 ® I6" O.G. <br />GMU WALL <br />I STV <br />SCA3/4' <br />FLOOR TRU55E5 v <br />- 5EE PLAN <br />FLOOR G.T. ' <br />- PROVIDE VERTIGAL5 <br />OR 50LID BLOCKING A <br />EA. 5TRINGER LOCATION <br />(1) 51MP50N <br />A35 CLIP <br />EA. 5TRINGER <br />2x OR 1" 055 <br />DEGKING <br />(TYP.) <br />(2)2x8 FLU5H BEAM <br />5EE DETAIL 38 ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />X FLOOR TRU55E5 <br />\ -PER PLAN <br />. FASTEN BLOGKING TO Cm w/ 51MP50N <br />MT5MI6 TWI5T STRAP. FASTEN 5TRAP <br />TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG <br />TITEN 5GREW5 <br />2x6 FLAT BLOGKING TO EA. 51DE OF <br />0513 BLOGKING (16" MIN. LENGTH) <br />FASTENED DOWN TO GMU w/ (3) Y4" DIA, x <br />3 Y2' LONG TAPGON5. FA5TEN LADDER <br />TRU55, TO 2x BLOCKING w/ 3"xO.131" <br />All TOENAILS ® 3" o.c. <br />RETROFIT DETAIL <br />R SCALE: 9/4'=1'-O' <br />(3) 51N6LE PLY 2x12 <br />5OUTHERN PINE #2 <br />(OR BETTER) 5TRIN6ER5 <br />(1) 51MP50N A35 CLIP <br />® EA. 5TRINGER <br />2x4 BLOGKING BETWEEN <br />5TRINGER5 FASTENED TO <br />BEAM BELOW w/ (3)I0d NAILS <br />2x8 LANDING <br />J015T ® 16" O.G. <br />(3)IOd TOENAILS <br />® EA. JOI5T <br />2x8 LEDGER FASTENED TO <br />GMU w/ (2) Y4" DIA. x %" <br />LONG TAPGON5 ® 16" O.G. <br />GMU WALL <br />LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH I5 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seaNO 1 <br />0 <br />937 <br />� `=VTA.TE <br />Or <br />© copyngp�;::& KULP <br />y Engineering, Inc. <br />z <br />Z <br />JLU <br />w <br />w <br />Z <br />c <br />c� <br />rn <br />z <br />w <br />CL <br />J <br />0 <br />Z= <br />I— <br />¢� <br />U_ <br />Q <br />tm <br />W <br />E <br />a <br />> <br />i <br />_JZ <br />LU <br />C <br />Y CP <br />y <br />W <br />m <br />C N <br />OC <br />M n <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: MJT <br />issue date: 10-09-20 <br />REVISIONS: <br />date: initial: <br />� o <br />J J <br />LL <br />W W z <br />a. <br />J 0 (n <br />a <br />� LLJ0 <br />a <br />z (y) <br />> 0 Z <br />J J <br />sheet: <br />SD*13 <br />