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PROVIDE SOLID SHIM BETW'N TRU55 <br />8 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I /2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I /2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"xO.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 />SECTION <br />3 SCALE: 3/4"=1'-0" <br />EXTERIOR WALL 5HT'6. 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 />SOLE PLATE <br />2x GONT. RIBBON (TOP d BOTTOM) <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"x0.131" NAILS <br />2 Y2"x0.131" @ 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED STRAP @ EACH TRU55 <br />(@ 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 WALL <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. SPECS <br />SEd <br />ION <br />3� SC/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 />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />* PROVIDE SOLID SHIM BETW'N TRU55 S <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I /2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL O. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <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 />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OVER�RAM I NCG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />FASTEN DBL 50LE PLATE OF 2x <br />WALL TO BOND BM. w/Y2" DIA. <br />ANCHOR BOLTS ® 32" O.G. WITH <br />-I" (MIN) EMBEDMENT. <br />FASTEN EXTERIOR 5HEATHIN6 <br />TO 2x SILL PLATE w/ <br />2Y2"xO.131" NAILS ® 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 />8 HORZ. REINF. SPECS <br />IS SECTION <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPEG5. <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 SOLE - <br />PLATE <br />LADDER TRU55. FASTEN LADDER- <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3Y4"xO.131" NAILS MIN. <br />2 Y2"xO.131 " ® 3" O.G. I NTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO GMU- <br />BOND BEAM w/ 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 WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />Md7a <br />ION/4"=I'-0" <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 50LE PLATE TO TOP CHORD OF <br />LADDER TRUSS w/ 3"x0.131" NAILS ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRUSSES 5HT6. TO FIRST <br />-PER PLAN TRU55 w/ 3"xO.I31" <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"x0.131" NAILS. <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 />6ROUTED CELL <br />TYP. CORNER VERT. WALL <br />RE I NFORG I NG DETAIL <br />SCALE: NTS <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/8"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />w^ <br />=Q <br />2x FASCIA `n <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. - <br />C SECTION <br />FASTEN TOP CHORD OF <br />END TRUSS 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 SPECIFICATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(5) 3 Y4"x0.131" TOENAILS <br />2x4 ® 16"O.G. FASTE <br />TO 6ABLE END TRU55 w/ <br />x4 <br />FASTEN 5HEATHIN6 TO 2x4- <br />2x4 BLOGKIN6 w/ <br />(2)3"xO.131" TOENAILS. <br />BLOGKIN6 w/ 2 3/8"xO.113" <br />(3)3/4"x0.131" <br />RIN6 SHANK NAILS ® 4"O.G. <br />TOENAILS EACH END <br />GYPSUM BOARD <br />T' MAX <br />2'-0" MIN <br />x x <br />x <br />PER ARCH FOR <br />FIREPROOFIN6 <br />(4) 3 Y4"x0.131" <br />ROOF 5HT6 <br />NAILS <br />6ABLE END VERTICAL WEB <br />SHALL BE <br />REINFORGIN6 A5 REOURIED <br />F <br />24" IN <br />BY TRU55 MANUF. <br />I OONT. <br />A <br />3 Y4"xO.131 " TOENAILS ® 12" <br />O.G. GONNEGTIN6 BOTTOM <br />CHORD TO TOP PLATE <br />VA <br />FASTEN BOTTOM CHORD OF <br />2x4 BRACE w/2x4 T-BRACE, <br />PROVIDE 2x4 BLOCKING ®48" <br />6ABLE END TRUSS TO TOP <br />SPACED ® 4'-0" O.G. MAX. <br />O.G. IN FIRST (3) BAYS OF <br />PLATE WITH SIMP50N A35 <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" <br />ROOF TRUSSES -GUT TO FIT <br />CLIPS ® 32" O.G. <br />NAILS ® 12" O.G. <br />T16HT BETWEEN TRU55 BOTTOM <br />(NOT REOV AT TRU55 HE16HT5 <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) 51MP50N H2.5T <br />ON/NAILS <br />BLOGKIN6 w/SGREWS <br />� (2)3Y4"x0.131" TOENAILS <br />EE <br />/4"=1'-0" <br />@ 6" O.G. <br />SHEARWALL ABOVE <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER FASTEN 5HEATHIN6 TO <br />w/ 2 Y2"x0.131" NAILS ® 6" o.c. BLOGKIN6 w/ 2 3/8"x0.113" <br />NAILS @ 6" O.G. <br />INSTALL 5HEATHIN6 <br />PRIOR TO INSTALLING 2x6 GONT. BLOCKING <br />LOW ROOF TRUSSES FASTENED TO EA. STUD w/ <br />LOW ROOF TRUSSES (3) 3"0.131" NAILS <br />-SEE PLAN <br />FASTEN 50LE PLATE TO <br />FLUSH BEAM w/ <br />3"x0.131" NAILS o 6" O.G. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER PROVIDE ADD'L <br />TO LADDER TRU55 VERTICAL VERTICAL IN TRU55 <br />OR 2x RIBBON w/ 3"xO.131" FOR BEARIN6 I I <br />NAILS @ 16" O.G. 2x LED6ER I I I I <br />-REFER TO "ROOF I I I I <br />FRAMIN6 NOTES <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM EXTEND EXTERIOR <br />5HEATHIN6 TO BOTTOM FLOOR TRU55 5 <br />OF FLOOR SYSTEM (SEE PLAN) <br />8 REINF. GMU WALL <br />-SEE PLAN FOR VERT. FLUSH BEAM OR FLOOR 6.T. <br />4 HORZ. REINF. SPECS (SEE PLAN) <br />106 SECTION <br />LETTERED DETAILS ARE TYPICAL FOR <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN <br />ALL APPLICABLE AREAS. THESE <br />DETAILS ARE NOT "CUT" ON THE PLANS. <br />NUMBERED DETAILS ARE PLAN <br />SPECIFIC AND ARE ONLY REQU I RED <br />WHERE SPECIFICALLY INDICATED <br />("CUT") ON THE PLANS. <br />seal: <br />♦ <br />JCL': <br />O :• T E O :4u <br />© copyright: M_UL4IERNd9lJ�f�,•,•� <br />ral nie <br />a <br />z_ <br />w <br />w <br />z o <br />°n <br />Z <br />w a <br />J <br />Q a' <br />.a <br />Z = Q o <br />1--- h c' <br />U � Q <br />cc c <br />W� M <br />co <br />N 1- <br />J� <br />Z M C, <br />W co ' <br />�y mC9 <br />W C N <br />CM a <br />M&K project number: <br />068-200 1 `I <br />project mgr: J S B <br />drawn by: BC <br />issue date: 09-1 4-2 1 <br />REVISIONS: <br />date: initial: <br />sheet: <br />d <br />Q <br />0 <br />J <br />ui <br />W <br />� <br />(D <br />z <br />0 <br />a <br />d <br />W <br />J <br />0 <br />� <br />r <br />a <br />z <br />d <br />� <br />00Y <br />> <br />Z <br />J J <br />SD2 <br />