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PROVIDE SOLID SHIM BETW'N TRU55 <br />8 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I /2" FROM CONNECTOR. <br />WHERE TRU55 IS 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 3/e"x0.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br /><J <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE: 3/4"=1'-0" <br />EXTERIOR WALL 514V6. TO RUN <br />CONTINUOUS FULL HE16HT 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 />2x GONT. RIBBON (TOP 4 BOTTOM) <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"xO.131" NAILS <br />2 Y2"xO.131" © 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED STRAP @ EACH TRU55 <br />(@ 1q.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 />-51�E PLAN FOR VERT. <br />HORZ. REINF. SPECS <br />SECTION <br />VALLEY SET <br />OVERFRAMIN6 <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />* PROVIDE 50LID SHIM BETW'N TRU55 4 <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL 0. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />FASTEN SOLE PLATE TO GONT. RIBBON w/ <br />3"xO.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 Y2"xO.131" NAILS @ 6" O.G. <br />FLOOR TRUSSES <br />-PER PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />IN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRUSS TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />N ROOF TRU555 <br />TYP I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />FASTEN DBL SOLE PLATE OF 2x <br />WALL TO BOND BM. w//2" DIA. <br />ANCHOR BOLTS @ 32" O.G. WITH <br />7" (MIN) EMBEDMENT. <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE w/ <br />2/2"xO.131" NAILS ® 3" O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />EXTERIOR WALL 5HT'6. TO RUNS <br />CONTINUOUS FULL HE16HT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2"xO.131" @ 3" O.G. INTO SOLE <br />PLATE <br />LADDER TRU55. FASTEN LADDER- <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3 Y4"xO.131" NAILS MIN. <br />2 /2"x0.131" @ 3" O.G. INTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO GMU-1 2x4 (MIN) 5PF #2 BLOGKIN6 AS SHOWN AT <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED STRAP ® 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />IN51DE OR OUTSIDE FACE OF TRU5571 <br />38 SECTION <br />SCALE: 3/4"=1'-O" <br />2x EXTERIOR WALL ® STAIRS <br />OR 2-5TORY SPACE <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />FASTEN SOLE PLATE TO TOP GHORD OF <br />LADDER TRU55 w/ 3"xO.131" NAILS @ 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRUSSES 5HT6. TO FIRST <br />-PER PLAN TRU55 w/ 3"x0.131" <br />NAILS ® 6" o.c. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />48" o.c. FACE NAILED TO TRU55 TOP � <br />BOTTOM CHORD w/ (4) 3"x0.131" NAILS. <br />8" GMU BOND BEAM <br />ALL LAPS IN MASONRY 25" <br />RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. WALL <br />REIWORCING DETAIL <br />SCALE: NTS <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />w <br />= <br />2x FASCIA <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. - <br />SECTION <br />25 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"xO.131" <br />NAILS @ 16" O.G. <br />FLOOR TRUSSES <br />-SEE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />SECTION <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(5) 3 Y4"x0.131" TOENAILS <br />2x4 ® 16"O.G. FA5TE <br />TO GABLE END TRU55 w/ <br />FASTEN SHEATHING TO 2x4 <br />2x4 BLOGKIN6 w/ <br />(20'xO.131" TOENAILS. <br />BLOCKING w/ 2 %"x0.113" <br />(3)3 Y4"x0.131" <br />RING SHANK NAILS ® 4"O.G. <br />TOENAILS EACH END <br />6YPSUM BOARD <br />q11 MAX <br />2'-0" MIN <br />x x <br />X <br />PER ARCH FOR <br />FIREPROOFING <br />i <br />(4) 3 Y4"x0.131" <br />ROOF 5HT6 <br />i i <br />NAILS <br />6ABLE END VERTICAL WEB <br />SHALL <br />REINFORGIN6 AS REGURIED <br />4 IN <br />BY TRU55 MANUF. <br />I ONTOROOF <br />3 Y4"x0.131" TOENAILS @ 12" <br />O.G. GONNEGTIN6 BOTTOM <br />GHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD OFF <br />L2x4 BRACE w/2x4 T-BRACE, <br />PROVIDE 2x4 BLOCKING ®48" <br />6ABLE END TRU55 TO TOP <br />SPACED ®4'-O" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />PLATE WITH SIMPSON A35 <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" <br />ROOF TRU55E5-GUT TO FIT <br />CLIPS ®32 O.G. <br />NAILS ® 12" O.G. <br />TIGHT BETWEEN TRUSS BOTTOM <br />(NOT REG'D AT TRU55 HEIGHTS <br />CHORDS AND NOTCH AROUND <br />FASTEN BOTTOM OF 2x4 <br />4'-1" OR SHORTER) <br />SILL PLATE <br />BRACE TO DBL. TOP <br />FASTEN DRYWALL TO <br />PLATE w/ (1) SIMP50N H2.5T <br />SECTION <br />BLOGKIN6 w/SGREW5 <br />s (2)3Y4"x0.131" TOENAILS <br />26 SCALE: 3/4"=1'-0" <br />/NAILS @ 6" O.G. <br />SHEARWALL ABOVE <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER FASTEN 5HEATHIN6 TO <br />w/ 2 Y2"xO.131" NAILS @ 6" o.c. BLOGKIN6 w/ 2 %"xO.113" <br />NAILS @ 6" O.G. <br />INSTALL 5HEATHIN6 <br />PRIOR TO INSTALLIN6 2x6 GONT. BLOGKIN6 <br />LOW ROOF TRUSSES FASTENED TO EA. STUD w/ <br />LOW ROOF TRUSSES <br />(3) 3"x0.131" NAILS <br />-SEE PLAN <br />FASTEN SOLE PLATE TO <br />FLUSH BEAM w/ <br />3"W.131" NAILS 0 6" O.G. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON w/ 3"xO.131" <br />NAILS ® 16" O.G. <br />PROVIDE ADD'L <br />VERTICAL IN TRU55 <br />FOR BEARIN6 <br />2x LEDGER <br />-REFER TO "ROOF <br />FRAMIN6 NOTES <br />I I <br />I I I I <br />I I I <br />I I <br />I <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM EXTEND EXTERIOR FLOOR TRU55E5 <br />5HEATHIN6 TO BOTTOM <br />OF FLOOR SYSTEM (SEE PLAN) <br />8 REINF. GMU WALL FLUSH BEAM OR FLOOR 6.T. <br />-SEE PLAN FOR VERT. (SEE PLAN) <br />4 HORZ. REINF. 5PEG5 <br />106 SECTION <br />SCALE: 3/4'=1'-0" <br />LETTERED DETAILS ARE TYPICAL FOR <br />THIS HOME � SHALL BE IMPLEMENTED IN <br />ALL APPLICABLE AREAS. THESE <br />DETAILS ARE NOT "GUT" ON THE PLANS. <br />%%%� G• F "= >>� <br />4 <br />- <br />AT OF :" <br />4 <br />0 Al <br />© copyrigYWIA & KULP <br />Structural E%eTngacs 2021 <br />o <br />Z_ <br />J� <br />w <br />w <br />Z o <br />C-0 rn <br />Z <br />w a <br />J CD <br />Q CD <br />oc <br />z Q o <br />t- ♦ ti <br />1= _ tm <br />W� coCn 'S j <br />M E <br />�a > <br />J�CD C3 <br />z <br />W Y op <br />C o <br />y m tip <br />W Co N <br />co O. <br />M&K project number: <br />068-2001 1 <br />project mgr: J SB <br />drawn by: R <br />issue date: 10-04-21 <br />REVISIONS: <br />date: initial: <br />"rye <br />C <br />0 <br />h <br />UO <br />J <br />� <br />0 <br />LL <br />W <br />w <br />� <br />0 <br />0z <br />0 <br />a <br />4 <br />� <br />W <br />� <br />E.=. <br />Q <br />a <br />U <br />U <br />� <br />z <br />Lo <br />} <br />ox <br />(f� <br />J J <br />NUMBERED DETAILS ARE PLAN sheet: <br />SPEG I F I G AND ARE ONLY REOU I RED <br />WHERE SPECIFICALLY INDICATED <br />("CUT") ON THE PLANS. <br />SDm2 <br />