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PROVIDE 50LID SHIM BETN'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %NO.113" <br />RING SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />DSECTION <br />SCALE: 3/4"=1'-0" <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 />SOLE PLATE <br />2x GONT. RIBBON (TOP 4 BOTTOM <br />FASTEN TO EA. TRU55 VERTICAL <br />N/ (2) 3 Y4"xO.131 " NAILS <br />2 Y2"x0.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED STRAP ® EACH TRU55 <br />(® Iq.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />BLOGKIN6/RIBBON <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />31 SCALE: 3/4"=1'-0" <br />VALLEY SET <br />OVERFRAMIN6 <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL N/ (1) #5 BENT <br />DOWEL N/ 24" LEC75 <br />PROVIDE 50LID SHIM BETN'N TRU55 4 <br />CONNECTOR IF TRUSS LOCATED LE55 <br />THAN I YY FROM CONNECTOR, <br />WHERE TRU55 15 6REATER THAN I YY FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL 0. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />FASTEN SOLE PLATE TO GONT. RIBBON N/ <br />3"x0.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO <br />GONT. RIBBON N/ 2,VY 0.131" NAILS @ 6" O.G. <br />FLOOR TRU55E5 <br />-PER PLAN <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />IN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRUSS BELOI <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />N ROOF TRU555 <br />TYP I GAL O /ERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />FASTEN DBL 50LE PLATE OF 2x <br />WALL TO BOND BM. N/YY DIA. <br />ANCHOR BOLTS ® 32" O.G. WITH <br />-I" (MIN) EMBEDMENT. <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE N/ <br />2J'2"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 />HORZ. REINF. SPECS <br />p, SECTION <br />8 SCALE: 3I I'-0" <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. - <br />EXTERIOR WALL 5HT'6. TO RUN - <br />CONTINUOUS FULL HEIGHT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2"x0.131" @ 3" O.G. INTO 5OLE- <br />PLATE <br />LADDER TRU55. FASTEN LADDER- <br />TRU55 TO EA. BLK6 PANEL N/ <br />(3)3 Y4"x0.131" NAILS MIN. <br />2 Y2"x0.131" @ 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 />IN51DE OR OUTSIDE FACE OF TRU55 <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU NALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />38 SCALE: 3/4"=1'-0" <br />2x EXTERIOR WALL @ STAIRS <br />OR 2-5TORY SPACE <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 N/ 3"x0.131" NAILS ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRUSSES 5HT6. TO FIRST <br />-PER PLAN TRU55 N/ 3"x0.131" <br />NAILS ® 6" ox_ <br />2x4 (MIN.) 5PF #2 BLOCKING A5 SHOWN AT <br />48" o.c. FACE NAILED TO TRUSS TOP $ <br />BOTTOM CHORD N/ (4) 3"0.131" NAILS. <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />ALL LAPS IN MASONRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. WALL <br />REIWORCING DETAIL <br />SCALE: NTS <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 Y8"xO.I13" <br />RING SHANK NAILS <br />® 6" O.G. <br />2x FASCIA <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. - <br />SECTION <br />2E SCALE: 3/4°=1'-0" <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL STUDS w/ 3"x0.131" <br />NAILS @ 16" O.G. <br />FLOOR T,,ZU55E5 <br />-SEE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />SECTION <br />6 SCALE: S/4"=1'-0" <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE N/ <br />(3) 3 Y4"x0.131" TOENAILS <br />2x4 CATS ® 16"O.G. <br />FASTENED TO 6A5LE END <br />TRU55 N/ (20'x0.131" <br />TOENAILS. <br />GYPSUM BOARD- q: MAX <br />PER ARCH FOR <br />FIREPROOFING <br />6ABLE END VERTICAL WEB - <br />REINFORGIN6 AS REGURIED <br />BY TRU55 MANUF. <br />3 Y4"x0.131" TOENAILS ® 12" <br />O.G. GONNEGTING BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD OF <br />6ABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A35 <br />GLIP5 ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 <br />BRACE TO DBL. TOP <br />PLATE N/ (1) 51MP50N H2.5T <br />$ (2)3 Y4"xO.131" TOENAILS <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER <br />N/ 2 Y2"x0.131" 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"0.131" <br />NAILS @ 16" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />t HORZ. REINF. 5PEG5 <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 N/ 2 3 NO,113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />L2x4 BRACE N/2x4 T-BRAGE, <br />SPACED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' N/ 3 Y4"x0.131" <br />NAILS ® 12" O.G. <br />(NOT REG'D AT TRU55 HE16HT5 <br />4'-1" OR SHORTER) <br />SECTION <br />2 SCALE: 3/4"= <br />5HEARNALL ABOVE -� <br />FASTEN 5HEATHIN6 TO <br />BLOGKIN6 N/ 2 %N0.11 <br />NAILS ® 6" O.G. <br />INSTALL 5HEATHIN6 <br />PRIOR TO INSTALLING ' <br />LOW ROOF TRUSSES <br />LOW ROOF TRUSSES <br />-SEE PLAN <br />PROVIDE ADO'L- <br />VERTICAL IN TRU55 <br />FOR BEARING <br />�x LEDGER <br />-REFER TO "ROOF <br />FRAMING NOTES" <br />EXTEND EXTERIOR <br />5HEATHIN6 TO BOTTOM <br />OF FLOOR SYSTEM <br />106 SECTION <br />2x4 BLOGKIN6 N/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAILS <br />PROVIDE 2x4 BLOGKIN6 ® 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 />51LL PLATE <br />FASTEN DRYWALL TO <br />BLOGKINS N/5GREN5 <br />/NAILS ® 6" O.G. <br />2x6 CONT. BLOGKIN6 <br />FASTENED TO EA. 5TUD N/ <br />(3) 3"x0.131" NAILS <br />FASTEN 50LE PLATE TO <br />FLUSH BEAM N/ <br />3"x0.131" NAILS ® 6" O.G. <br />FLOOR TRUSSES <br />(SEE PLAN) <br />FLUSH BEAM OR FLOOR G.T. <br />(5EE PLAN) <br />1 <br />seal <br />s <br />w <br />gyp, <br />7ATETF <br />m <br />© Copyri9 <br />Str7ru' i <br />ering, Inc. <br />aMz <br />JC <br />w. <br />w <br />z <br />a <br />c0 <br />rn <br />Z <br />w <br />a <br />J <br />N <br />Q <br />Z= <br />� <br />Qi5 <br />L)Ei <br />o, <br />W03 <br />y <br />> <br />J z <br />:2 <br />W <br />p <br />Y <br />0 <br />y <br />M <br />W <br />C N <br />C'. <br />co M <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: .J S B <br />drawn by: M J`]" <br />issue date: 0 `I -2 6-2 0 <br />REVISIONS: <br />date: initial: <br />Cz <br />"ft" <br />a <br />F <br />d <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 I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SDM2 <br />