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PROVIDE SOLID SHIM BETN'N TRUSS <br />GONNEGTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />NHERE TRUSS IS GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"x0.113" <br />RIN6 SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. - <br />EXTERIOR HALL 5HT'6. TO RUNS <br />GONTINUOU5 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 5OLE- <br />PLATE <br />LADDER TRUSS. FASTEN LADDER <br />TRUSS TO EA. BLK6 PANEL N/ <br />(3)3 Y4"xO.131" NAILS MIN. <br />2 Y2NO.131" @ 3" O.G. INTO <br />LADDER TRUSS <br />FASTEN LADDER TRUSS TO GMU- <br />BOND BEAM N/ 51MP50N HETAI6 <br />EMBEDDED STRAP @ 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />IN51DE OR OUT5IDE FACE OF TRUSS <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU NALL <br />-SEE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />SECTION <br />Ed <br />TIOS/4'=1'-0" <br />SEE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ NALL N/ (1) #5 BENT <br />DOWEL N/ 24" LE65 <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 W 3"xO.131" NAILS @ 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HT6. TO FIRST <br />-PER PLAN TRU55 N/ 3"0.131" <br />NAILS ® 6" o.c. <br />2x4 (MIN.) 5PF #2 BLOGKIN6 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 />1311►I�I�� <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. WALL <br />REINFORCING DETAIL <br />SGALt: NM <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"x0.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />w^ <br />w <br />2x FA5GIA <br />-SEE ARCH <br />2x SHEAR NALL <br />- SEE PLAN FOR <br />5PEGIFIGATION5. - <br />FASTEN ROOF 5HEATHIN6 TO <br />2x BLOGKIN6 N/ 2 3/e"xO.113" <br />RING SHANK NAILS ® 6"O.G.- <br />ROOF TRUSSES <br />24"O.G. � <br />HAN6ER <br />-BY TRU55 MANUR <br />VERT NALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />TIONgm:LK a/¢'= I'-0" <br />SEE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />FASTEN ROOF TRUSS TO <br />DOUBLE TOP PLATE N/ <br />(3) 3 Y4"xO.131" TOENAILS <br />2x6 BLOGKIN6 IN EA. TRUSS BAY <br />FASTENED TO EACH GRO551 N6 <br />STUD N/ (3)3 Y4"xO.131" NAILS <br />SEE DETAIL 31 <br />FOR ADDITIONAL <br />GONNEGTION INFO <br />5HT6. FA5TENIN6 <br />FLOOR TRU55E5 <br />-PER PLAN <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />BY WINDON/DOOR <br />MANUFACTURER <br />NOTE5: <br />FASTEN TOP CHORD OF <br />END TRUSS OR 2x4 <br />NAILER THRU NALL <br />5HEATHIN6 TO EXT. <br />NALL STUDS N/ 3"xO.131" <br />NAILS @ 16" O.G. <br />FLOOR TRUSSES <br />-SEE PLAN <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. - <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDON/DOOR, FASTEN BUCK TO MA50NRY IN (1) ROW OF 3/(6"x4" TAPGON5 6" <br />FROM ENDS AND 169" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL GONNEGTION OF NINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (3) ROWS OF 3"xO.I31" NAILS STAC66ERED © 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REGtUIREMENT5 (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) <br />RON5 OF 2Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />NINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />& WI NVONVOOR BUCK DETAIL <br />%A , NTS <br />B!E <br />ION/4'=1'-0' <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRUSS OR 2x4 NAILER <br />N/ 2 Y2"xO.131" NAILS ® 6" o.c. <br />FASTEN BOTTOM CHORD OF <br />END TRUSS OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON N/ 3"xO.131" <br />NAILS @ 16' O.G. <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU NALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />EXTERIOR NALL 5HT'6. TO RUN <br />CONTINUOUS FULL HE16HT OF <br />NALL 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 8 BOTTOI <br />FASTEN TO EA. TRUSS VERTICAL <br />N/ (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 />(@ 19.2" 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 NALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />37 SCALE= 8/4•=1'-0' <br />VALLEY 5ET <br />OVERFRAMIN6 <br />PROVIDE 50LID SHIM BETN'N TRU55 <br />CONNECTOR IF TRUSS LOCATED LE55 <br />THAN I Y2" FROM CONNECTOR. <br />NHERE TRUSS 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 SPECS. <br />FASTEN 50LE PLATE TO GONT. RIBBON N/ <br />3"xO.131" NAILS @ 6" O.G. $ 5HEATHIN6 TO <br />GONT. RIBBON N/ 2 Y2"x0.131" NAILS @ 6" O.G. <br />FLOOR TRU55E5 <br />-PER PLAN <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRUSS BELO. <br />WITH (I) 51MP5ON VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />LETTERED DETAILS ARE TYP I GAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREA5. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />f <br />seal: <br />9 <br />a <br />IN `�,; s i b L ab <br />cD copyright; M6i'Irti <br />StructuralltfitRW' <br />;Vc. <br />z <br />Z <br />J= <br />w <br />w <br />Z <br />o <br />v� <br />Z <br />w <br />J <br />a <br />m <br />Q <br />.n <br />Z= <br />F- <br />Q� <br />C) <br />1 <br />'rUJI �- <br />� <br />� <br />c <br />� m <br />C/) <br />=� <br />j <br />m � <br />Q <br />Jz <br />Q A <br />LY <br />MCD <br />Y o0 <br />CA2 <br />W <br />CMN <br />C <br />CM C. <br />M&K project number: <br />068-200 1 1 <br />project mgr: NJ M <br />drawn by: KG K <br />issue date: 04-1 6-20 <br />1REVISIONS: <br />date: initial: <br />05/20/20 K6K <br />co o <br />J <br />LL, <br />UJ <br />W Q Z <br />0 0 � <br />a. <br />d <br />J <br />� J Q <br />rn a <br />Ia- UJ 0 Y <br />2 ~ z <br />U) W J J <br />sheet: <br />SD2 <br />