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PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA50A WITH 2 3/8"xO.113" <br />RIN6 SHANK NAIL5 0 b" O.G. <br />2x6 FA5GIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />EXTERIOR WALL 5HT'G. TO F <br />GONTINUOU5 FULL HE16HT OF <br />NALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 Y2"xO.131" 0 3" O.G. INTO- <br />50LE PLATE <br />2x GONT. RIBBON (TOP 4 BOTTOI <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"xO.131" NAIL5 <br />2 Y2 "x0.131" 0 3" O.G. INTO <br />BOTTOM GONT, RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED STRAP o EACH TRU55 <br />(0 14.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />BLOCKIN6/RIB130N <br />VERT WALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU NALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFICATION5 <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ NALL w/ (1) #5 BENT <br />DONEL W 24" LE65 <br />PROVIDE SOLID SHIM BETN'N TR I% 4 <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I Y2" FROM CONNECTOR. <br />NHERE TRU55 15 GREATER THAN 1 Y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL 0. <br />2x EXTERIOR NALL <br />-5EE PLAN FOR SHEATHING <br />AND CONNECTION 5PEG5. <br />FASTEN 50LE PLATE TO GONT. RIBBON w/ <br />3"x0.131" NAIL5 0 b" O.G. 4 5HEATHIN6 TO <br />CONT. RIBBON W 2 Y2"x0.13I" NAIL5 0 6" O.G. <br />FLOOR TRU55E5 <br />-PER PLAN <br />6" GMU BOND BEAM <br />W/ (1) #5 CONT. <br />�!E <br />�T.,E��... <br />ALL LAPS IN MASONRY 25" <br />RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />scue: � <br />2x EXTERIOR WALL <br />-5EE 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"x0.131" 0 3" O.G. INTO 5OLE- <br />PLATE <br />LADDER TRU55. FASTEN LADDER <br />TRU55 TO EA. BLK6 PANEL W <br />(3)3 Y4"xO.131" NAIL5 MIN. <br />2 Y2'xO.131" 0 3" O.G. INTO <br />LADDER TRU55 <br />FA5TEN LADDER TRU55 TO GMU- <br />BOND BEAM W 51MP50N HETAI6 <br />EMBEDDED STRAP o I6" O.G. <br />STRAP MAY BE IN5TALLED ON <br />IN51DE 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. 5PE05 <br />BY NINDOW/DOOR <br />MANUFACTURER <br />FA5TEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 W 3"x0.131" NAIL5 ® b" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HT6. TO FIRST <br />PL -PER AN TRU55 W 3"xO.131" <br />NAIL5 0 6" o.c. <br />2x4 (MIN) 5PF #2 BLOCKING A5 5HONN AT <br />45" o.c. FACE NAILED TO TRU55 TOP 4 <br />BOTTOM CHORD w/ (4) 3"xO.I31" NAIL5. <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />NOTES: <br />FA5TEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 3/8"x0.113" <br />RING 5HANK NAIL5 <br />0 6" O.G. <br />2x FA5GIA <br />-5EE ARCH <br />2x 5HEAR WALL <br />- 5EE PLAN FOR <br />5PECIFIGATION5. - <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHING TO EXT. <br />WALL 5TUD5 W 3"x0.131" <br />NAIL5 o lb" O.G. <br />FLOOR TRU55E5 <br />-5EE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDOW/DOOR, FASTEN BUCK TO MA50NRY N/ (1) ROW OF %"x4" TAPCON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FA5TENED N/ GUT NAIL5 OR EQUIVALENT. <br />5TRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, U5E (3) ROWS OF 3"xO.131" NAIL5 5TAC-6ERED o 12" O.G. o <br />EA. 5UCGE551VE BUCK. <br />4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2 Y2"xO.131" NAIL5 0 16" O.G. FA5TEN NINDOW/DOOR TO 2X PER <br />NINDOW/DOOR MANUFACTURER'S 5PEG5. <br />H ININDOW/DOOR BUCK DETAIL <br />SC4U, errs <br />SECTION <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLA145 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />FA5TEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(3) 3 Y4"xO.131" TOENAIL5 <br />FA5TEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER <br />w/ 2 Y2'xO.131" NAIL5 0 6" o.c. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON w/ 3NO.I31" <br />NAIL5 o I6" O.G. <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 />ION@ZFS�l4',w <br />2x4 CATS o I b "O.C. <br />FASTENED TO 6ABLE END <br />TRU55 w/ (2)3"xO.131" <br />TOENAIL5. PROVIDE (1) <br />51MP50N H3 CLIP o <br />OVERHAN65 > 12" <br />GYPSUM BOAR[ <br />PER ARCH FOR <br />FIREPROOFING <br />1'-4" MAX <br />6ABLE END VERTICAL WEB <br />REINFORGING A5 REQURIED <br />BY TRU55 MANUF. <br />3 Y4"x0.131" TOENAILS o 12" <br />O.G. GONNEGTIN6 BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD O <br />6ABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A35 <br />GLIP5 0 32" O.G. <br />FA5TEN BOTTOM OF 2x4 J <br />BRACE TO DBL. TOP <br />PLATE w/ (1) 51MP50N H2.5T <br />4 (2)3 Y4"xO.131" TOENAILS <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %"xO.113" <br />RIN6 SHANK NAILS o 4"O.C. <br />ROOF 5HT6 <br />5HALL BE <br />CONT. 24" MIN <br />ONTO.ROOF <br />I` INIL7 W LZ V.V. <br />26 4,5r: <br />TION <br />VALLEY 5ET <br />OVERFRAMIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />0 24" O.G. <br />TYP I GAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.5. <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4"x0.131" <br />TOENAIL5 EACH END <br />(4) 3 Y4"xO.131" <br />NAIL5 <br />PROVIDE 2x4 BLOCKIN6 o 48" <br />O.G. IN FIRST (3) BAY5 OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOM <br />GHORD5 AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/5GREW5 <br />/NAIL5 ® 6" O.G. <br />IN ROOF 5HEATHIN6 <br />N ROOF TR0555 <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REG2U I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />seal: <br />gJ%11111111111 <br />'4. <br />F.� <br />9 <br />a; <br />JUL <br />IJ E: G <br />4 O <br />raCM <br />Z <br />J= <br />W <br />W N <br />Z <br />CM <br />Z <br />CC E <br />J N <br />Q � <br />Z= Q <br />U 4 <br />UJIH- cu <br />W'5 j <br />O° z <br />3: a Q <br />Z :V <br />W Y <br />C c <br />O (Q <br />y Cm tri7 <br />W O N �'. cr) M <br />W project number. <br />068-200 1 1 <br />project mgr: NJ M <br />drawn by: KG K <br />issue date: 05-20-20 <br />REVISIONS: <br />date: initial: <br />r <br />U) o <br />J � <br />J LL <br />d UJ ui <br />Wz <br />0 0 � <br />a. <br />J � U) <br />d <br />J <br />� J Q <br />o <br />oY <br />z <br />� UJ J J <br />sheet: <br />SDM2 <br />