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PROVIDE 50LID SHIM BETW'N TRU55 <br />8 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2' <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASGIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM <br />- 5EE PLAN FOR SPEGIFICATIONS. <br />EXTERIOR WALL 5HT'6. TO RUN <br />CONTINUOUS FULL HEIGHT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 Y2'x0.131" ® 3" O.G. INTO--- <br />50LE PLATE <br />6.. <br />SE�Tg/, <br />N <br />3 SHALLt'-0" <br />2x GONT. RIBBON (TOP 4 BOTTOM) <br />FASTEN TO EA. TRU55 VERTICAL <br />N/ (2) 3Y4"xO.131" NAIL5 <br />2 Y2"x0.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED STRAP ® EACH TRU55 <br />(® 1C1.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />BLOCKIN6/RIBB0N <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. CMU WALL <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />SECTION <br />VALLEY 5ET <br />OVERFRAMIN6 <br />5EE UPLIFT CONNECTOR <br />SGHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL N/ (1) #5 BENT <br />DOWEL N/ 24" LE65 <br />" PROVIDE 5OLI1? SHIM BETW'N TRU55 4 <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" FROM <br />GONNEGTOR, REFER TO TYPICAL RETROFIT <br />DETAIL Q. <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />FASTEN 50LE PLATE TO GONT. RIBBON N/ <br />3"x0.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO <br />GONT. RIBBON W 2 Y2"xO.131" NAILS ® 6" O.G. <br />FLOOR TRU55E5 <br />-PER PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />I ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 5IMP50N VTGR <br />® 24" O.G. <br />ROOF TRU555 <br />TYPICAL OVERPRAM I NG <br />GONNECTI ON DETAIL <br />SCALE: N.T.S. <br />FASTEN DBL 50LE PLATE OF 2x <br />WALL TO BOND BM. N/Y2" DIA. <br />ANCHOR BOLTS ® 32" O.G. WITH <br />I" (MIN.) EMBEDMENT. <br />FASTEN EXTERIOR SHEATHING <br />TO 2x 51LL PLATE N/ <br />2Y2'x0.131" NAILS ® 3" O.G. <br />8" GMU BOND BEAM N/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />2x EXTERIOR WALL ® STAIRS <br />OR 2-5TORY SPAGE <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />@�Fd_TRa/,� <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />EXTERIOR WALL 5HT'G. TO RUN- <br />GONTIN000S FULL HEIGHT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2"xO.131" ® 3" O.G. INTO 5OLE- <br />PLATE <br />LADDER TRU55. FASTEN LADDER- <br />TRU55 TO EA. BLKG PANEL N/ <br />(3)3 Y4"xO.131" NAIL5 MIN. <br />2 Y2"xO.131" ® 3" O.G. INTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO GMU- <br />BOND BEAM N/ 51MP50N HETAI6 <br />EMBEDDED STRAP ® 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />IN510E OR OUT5IDE FACE OF TRU55 <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />p, SECTION <br />38 SCALE: 8/4"=I'-0" <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 N/ 3"xO.131" NAILS ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HT6. TO FIRST <br />-PER PLAN TRU55 N/ 3"xO.131" <br />NAILS ® 6" o.c. <br />2x4 (MIN) 5PF #2 BLOCKING A5 SHOWN AT <br />48" o.c. FACE NAILED TO TRU55 TOP 4 <br />BOTTOM CHORD w/ (4) 3"xO.131" NAIL5. <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />�Q <br />2x FASCIA <br />-5EE ARCH <br />2x SHEAR WALL <br />- 5EE PLAN FOR <br />SPEGIFIGATIONS. - <br />SECTION <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL 5TUD5 N/ 3"x0.131" <br />NAILS ® 16" O.G. <br />FLOOR TRU55E5 <br />-5EE PLAN <br />8" GMU BOND BEAM <br />h/ (1) #5 GONT. - <br />5EE UPLIFT CONNECTOR <br />SGHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE N/ <br />(3) 3 Y4"xO.131" TOENAILS <br />2x4 o 16"O.G. FASTEN€P- <br />TO GABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />GYPSUM BOARD' q„ P <br />PER ARCH FOR <br />FIREPROOFING <br />GABLE END VERTICAL WEB <br />REINFORGIN6 A5 REQURIED <br />BY TRU55 MANUF. <br />3Y4"x0.131" TOENAILS ® 12"- <br />O.G. GONNEGTIN6 BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD OF <br />GABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A35 <br />GLIPS ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 <br />BRACE TO DBL. TOP <br />PLATE W (1) 51MP50N H2.5T <br />4 (2)3 Y4"xO.131" TOENAILS <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER <br />N/ 2 Y2'xO.131" NAILS ® 6" o.c. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON N/ 3"xO.131" <br />NAIL5 ® 16" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />FASTEN SHEATHING TO 2x4- <br />BLOCKING N/ 2 %"xO.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />i <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />L2x4 BRACE N/2x4 T-BRACE, <br />SPAGED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131 " <br />NAILS o 12" O.G. <br />(NOT REQV AT TRU55 HEI(5HT5 <br />4'4- OR SHORTER) <br />SECTION <br />26 xALM 3/4'=1'-0" <br />SHEARWALL ABOVE --\ <br />FASTEN 5HEATHIN6 TO <br />BLOCKING N/ 2 3/8'xO.1 <br />NAILS ® 6" O.G. <br />INSTALL 5HEATHIN6-\ <br />PRIOR TO INSTALLING <br />LOW ROOF TRU55E5 <br />LOW ROOF TRU55E5 <br />-5EE PLAN <br />PROVIDE ADD'L <br />VERTICAL IN TRU55 <br />FOR BEARING <br />2x LEDGER <br />-REFER TO "ROOF <br />FRAMING NOTES" <br />EXTEND EXTERIOR <br />5HEATHIN6 TO BOTTOM <br />OF FLOOR 5Y5TEM <br />6� SECTION 06 SECTION <br />SCALE: 8/4"=I'-O" <br />2x4 BLOGKING N/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />PROVIDE 2x4 BLOGKING ® 48" <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOM <br />CHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 N/SGREWS <br />/NAILS ® 6" O.G. <br />2x6 CONT. BLOGKIN6 <br />FASTENED TO EA. STUD N/ <br />(3) 3"4.131" NAILS <br />FASTEN SOLE PLATE TO <br />FLUSH BEAM N/ <br />3"x0.131" NAIL5 ® 6" O.G. <br />FLOOR TRU55E5 <br />(SEE PLAN) <br />FLUSH BEAM OR FLOOR G.T. <br />(5EE PLAN) <br />seal: xv�e�1i <br />�\ F •� - <br />j\• %.� ZZ <br />© coPYd9ht �id AMgma`\I\nc.`` <br />StN <br />omCD <br />Z <br />z <br />JLU <br />W <br />Z_ <br />09 <br />CJ <br />Z <br />09 <br />w <br />J <br />Q <br />oa,. <br />N <br />Z= <br />.n <br />U <br />W_ <br />A <br />Q <br />CME <br />CE <br />W� <br />- <br />OC <br />O° E <br />A <br />Jz <br />Q <br />M� <br />LOU <br />Y <br />y <br />LY <br />m _ <br />g N <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01 - 13-2 2 <br />REVISIONS: <br />date: initial: <br />(n <br />J <br />J <br />o <br />t. <br />LU <br />W <br />Q <br />0 <br />z <br />0 <br />� <br />a <br />J <br />LO <br />d <br />UJ <br />O <br />l- <br />U <br />z <br />0 <br />fY <br />} <br />F, Y <br />z <br />W <br />.1 J <br />sheet: <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />SDM2 <br />