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PROVIDE 50LID SHIM BETW'N TRU55 <br />d GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 3/e"x0.113" <br />RIN6 SHANK NAIL5 <br />® 6" O.G. —� <br />in �- <br />2x6 FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2" xO.131" <br />8" GMU BONE <br />(1) #5 BARS C <br />8 REINF. GN <br />-5EE PLAN F <br />d HORZ. REINr. 5rtc5 <br />I SECTION <br />%"x0.113" RIN6 5HANK <br />SECTION <br />5EE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />2x4 FLAT 13LOGKIN6 ® 16" ox- <br />FA5TENED TO BOND BM. WA" <br />TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />�— BOND -BEAM <br />-.,--�GONTIN. PREGA5T HEADER---' <br />I <br />I <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-GRETE GA5T-GRETE <br />WINDOW 51LL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />i <br />DOUBLE WINDOW <br />Q�A <br />U5NRY PIER DETIILaL.E: NT5 TItIPl2 WINDOW SIM. <br />2x4 GAT5 ® I6"o.c. <br />FASTENED TO GABLE END <br />TRU55 w/ (20'x0.131" <br />TOENAILS. <br />`r I�,- 2 MAX <br />GABLE END VERTICAL WEB — <br />REINFORGIN6 A5 REQURIED <br />BY TRU55 MANUF. <br />2x8 P.T. PLATE FASTENED <br />TO BOND BM. W/Y2" DIA, <br />ANCHOR BOLT5 ® 32" O.G. <br />WITH 1" (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILING - 2Y2"xO.131" NAIL5 <br />® <br />FA5TEN BOTTOM CHORD\OF <br />TRU55 TO P.T. 51LL PLATE w/ <br />Y4" DIA. 42' LONG 505 <br />SCREWS ®Ib" o.c. <br />PROVIDE MOISTURE <br />BARRIER PLATE BELOW <br />WOOD MEMBERS ON GMU <br />(PER TRU55 MANUF) <br />8" GMU BOND BEAM w/ <br />(I) #5 BAR CONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />HIP G.T. <br />ROOF TRU55E5 <br />-5EE PLAN — <br />FA5TEN 5HEATHIN6 TO 2x4- <br />BLOCKIN6 w/ 2 %"xO.113" <br />RIN6 SHANK NAIL5 ® 411O.G. <br />2'-0" MIN <br />ROOF 5HTG <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />2x4 BRAGS w/2x4 T-BRACE, <br />5PAGED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO Tw/ 3 Y4"xO.131" <br />NAILS ® 12" O.G. <br />(NOT REOV AT TRU55 HEI6HT5 <br />4'-1" OR SHORTER) <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />C"TC" """C 5HT6. TO HIP <br />1.113" RING <br />06,10.6. <br />— UPLIFT CONNECTOR <br />-5EE PLAN <br />— HIP JACK TRU55E5 <br />\-FASTEN BOTTOM CHORD OF <br />6.T. TO TOP OF WALL w/ <br />8" GMU BOND BEAM w/ 51MP50N H6AMIOKTA CLIP <br />(1) #5 BAR5 GONT. 48"O.G. <br />8 REINF. GMU WALL VERT WALL REINF. TO <br />-5EE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />4 HORZ. REINF. 5PEG5 <br />d SECTION <br />RETROFIT DETAIL <br />P scaLt: spa'=r-0' <br />5EE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />4FO NOT 5HOWN HERE <br />A5TEN EA. ROOF TRU55 TO GMU w/ <br />IMP50N M5TMI6 TW15T STRAP. <br />A5TEN STRAP TO GMU w/ (4)Y4" DIA. x 2 <br />LONG TITEN SCREWS <br />'ROVIDE M015TURE BARRIER <br />LATE (PER TRU55 MANUF) <br />AGH TRU55. <br />`ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />:OOF TRU55E5 ® EVERY OTHER BAY <br />A5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />APGON5. FASTEN BLOGKIN6 TO ROOF <br />RU55E5 w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4 "xO.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAIL5 <br />PROVIDE 2x4 BLOGKIN6 ® 4e <br />O.G. IN FIR5T (3) BAY5 OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOI <br />GHOR05 AND NOTCH AROUND <br />51LL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/ 5GREW5 <br />/NAIL5 ® 6" O.G. <br />VALLEY 5ET <br />OVERFRAMIN6 <br />FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 3/B"xO.113" <br />RIN6 5HANK NAILS ® 6" O.G. <br />2x(b FASGIA <br />-5EE ARCH Lt <br />REINF. MA50NRY LINTEL/ BEAM <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />TYPICAL OVERT RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />SECTION <br />3 scare: spa"=1'-0" <br />PROVIDE 501-I0 SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1)42" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN 1 Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />5EE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />ALL LAPS IN MA50NRY 25" <br />2x FA5GIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF's <br />FA5TEN EXTERIOR 5HEATHIN6 TO <br />2x 5LOGKIN6 w/ 2y2'xO.131" NAILS <br />® 3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />RUNNING BAR <br />w <br />Q <br />} <br />ROOF 5HEATHIN6 <br />Z#513ENT CORNER BAR <br />ROOF TRU555 6ROUTED CELL <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 />5EE TYP FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />IN5TRUGTION5. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXI -, <br />Q <br />IN GROUTED CELL <br />5LAB, EPDXY 4 DRIVE <br />I <br />#5 DOWEL, PROVIDE MIN. <br />- <br />50" LAP 5PLIGE <br />I <br />O <br />I <br />a <br />6RADE II—III—III1=1I <br />I I I I I —I IF <br />M 155ED DOWEL RETROFIT DETAIL <br />WAL M NTS SIM. a GMU STEM FM OROMW 6RADe <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />WAL.e: NM <br />SECTION <br />TRU55E5 <br />PLAN <br />T CONNECTOR <br />5GHEDULE <br />WALL REINF. <br />CTEND INTO <br />'BEAM <br />(1) #5 IN <br />BOND BEAM <br />I } <br />I <br />PREGA5T LINTEL, 5EE PLAN <br />FOR 5PEGIFIGATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN 6ROUT FILLED CELL <br />(IF REQ'D PER PLAN) <br />NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTE0 AND 51ZED PER NOTE5 <br />PERT. RE I NPORG I NG DETAIL <br />.! scaL.e: N'� <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. 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