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PROVIDE 50LID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASGIA WITH 2 %"xO.113" <br />RING SHANK NAIL5 ® 6" O.G. <br />2xb FASCIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR SPEGIFIGATIONS. <br />�!E <br />�TS/6 <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. - <br />EXTERIOR WALL 5HT'6. TO RUN-, <br />GONTINUOUS FULL HEIGHT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2"xO.131" ® 3" O.G. INTO 50LE- <br />PLATE <br />LADDER TRU55. FASTEN LADE <br />TRU55 TO EA. BLK6 PANEL W <br />(3)3 Y4"x0.131" NAIL5 MIN. <br />2 Y2"x0.131" ® 3" O.G. INTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO GMU- <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED STRAP ® I b" O.G. <br />STRAP MAY BE INSTALLED ON <br />IN510E OR OUT5IDE FACE OF TRU55 <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />b" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />3S SCALE: S/4"=1'-O" <br />5EE UPLIFT CONNECTOR <br />SGHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL W (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />FASTEN SOLE PLATE TO TOP CHORD OF <br />LADDER TRU55 W 3"x0.131" NAIL5 ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HTG. TO FIRST <br />-PER PLAN TRU55 W 3"0.131" <br />NAIL5 ® b" o.c. <br />2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT <br />4b" o.c. FACE NAILED TO TRU55 TOP d <br />BOTTOM CHORD w/ (4) 3"0.131" NAIL5. <br />W GMU BOND BEAM <br />W/ (1) #5 GONT. <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />RE I NFORG I NCG DETAIL <br />SCALE: Nr5 <br />FASTEN ROOF 5HEATHIN6 <br />TO FASGIA WITH 2 %"xO.113" <br />RING SHANK NAIL5 <br />® 6" O.G. <br />UJ <br />U� <br />2x FASCIA u' <br />-5EE ARCH <br />2x SHEAR WALL <br />- 5EE PLAN FOR <br />SPEGIFIGATIONS. - <br />SECTION <br />2E SCALE: 5/4"4-O' <br />FASTEN ROOF 5HEATHIN6 TO <br />2x BLOGKIN6 W 2 !Y8'xO.113" <br />RING SHANK NAIL5 ® 6"O.G.- <br />ROOF TRU55E5 <br />® 24"O.G. <br />HANGER <br />-BY TRU55 MANUF. <br />VERT WALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />W REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />5EE UPLIFT CONNECTOR <br />SGHEDULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE W <br />(3) 3 Y4"x0.131" TOENAILS <br />2xb BLOGKIN6 IN EA. TRU55 BAY <br />FASTENED TO EACH GRO551N6 <br />STUD w/ (3)3Y4"xO.131" NAIL5 <br />5EE DETAIL 31 <br />FOR ADDITIONAL <br />CONNECTION INFO <br />5HTG. FASTENING <br />FLOOR TRU55E5 <br />-PER PLAN <br />8 GMU BOND BEAM <br />W/ (1) #5 GONT. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />2x4 GATS ® 16"O.G. <br />FASTENED TO GABLE END <br />TRU55 W (20'xO.131" <br />TOENAILS. PROVIDE (1) <br />51MP50N H3 CLIP <br />OVERHAN65 > 12" <br />6YP5UM BOAR[ <br />PER ARCH FOR <br />FIREPROOFING <br />1'-4" MAX <br />GABLE END VERTICAL WEB <br />REINFORGIN6 A5 REOURIED <br />BY TRU55 MANUF. <br />3 Y4"x0.131" TOENAILS ® 12" <br />O.G. GONNEGTIN6 BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD OF <br />GABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A35 <br />GLIPS ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 J <br />BRACE TO DBL. TOP <br />PLATE W (1) 51MP50N H2.5T <br />4 (2)3 Y4"x0.131" TOENAILS <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 W 2 %"x0.113" <br />RING SHANK NAILS ® 4"O.G. <br />ROOF 5HTG <br />SHALL BE <br />GONT. 24" MIN <br />ONTO. ROOF <br />1'1/"NLJ lW IL V.V. <br />SECTION <br />216 SCALE: 3/4"=I'-0' <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL 5TUD5 w/ 3"xO.131" <br />NAIL5 ® 16" O.G. <br />FLOOR TRU55E5 <br />-5EE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 CONT. - <br />2x4 BLOGKIN6 W <br />(3)3 Y4"x0.131 " <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAIL5 <br />PROVIDE 2x4 BLOGKIN6 o 48" <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOM <br />GHORDS AND NOTCH AROUND <br />51LL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/SGREWS <br />/NAIL5 o b" O.G. <br />FASTEN ROOF SHEATHING TO <br />END TRU55 OR 2x4 NAILER <br />W 2 Y2 "x0.131" NAIL5 ® b" o.c. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON w/ 3"0.131" <br />NAIL5 ® Ib" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />5" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />@IEFTS_/01� <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGONS 6" <br />FROM ENDS AND 16" O.G. MAX. TAPCONS TO BE I Y2" MIN. FROM E06E OF <br />BUCK. <br />2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. <br />STRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN <br />THIS GASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, U5E (5) ROWS OF 3"0.131" NAIL5 5TAC-6ERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REOUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2Y2"0.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'S 5PEG5. <br />W I NPOKPOOR BUCK PETA I L <br />SCALE: NT5 <br />EXTERIOR WALL 5HT'6. TO F <br />GONTINUOUS FULL HEIGHT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 Y2"xO.131" ® 3" O.G. INTO- <br />50LE PLATE <br />2x GONT. RIBBON (TOP d BOTTOI <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3Y4"xO.131" NAIL5 <br />2 Y2"xO.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 />BLOCKIN6/RIBBON <br />VERT WALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />SE�91 <br />N <br />3� SCALEI'-0" <br />VALLEY 5ET <br />OVERFRAMIN6 <br />* PROVIDE 501-I0 SHIM BETW'N TRU55 t <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I Y2" 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 />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />FASTEN 50LE PLATE TO GONT. RIBBON w/ <br />3"x0.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO <br />GONT. RIBBON W 2 Y2"xO.131" NAIL5 o 6" O.G. <br />FLOOR TRU55E5 <br />-PER PLAN <br />b" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYPICAL OVERFRAM I NG <br />CONNECTION nETA I L <br />SCALE: N.T.S. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: <br />♦ \1 r ; <br />© coPYn9h'�Q'�aYl� • • ° << ������ <br />aCD <br />Z <br />J= <br />W <br />W <br />Z cm�Z <br />Z <br />W CL <br />J <br />.n <br />F-- • <br />U r g. <br />I_ C"44 <br />WE <br />'> <br />=a >. <br />Q •- <br />Jz <br />W ,y <br />2 <br />y m _ <br />W M cm <br />IV <br />M&K project number: <br />068-200 1 1 <br />project mgr: NJM <br />drawn by: JAI <br />issue date: 04-07-20 <br />REVISIONS: <br />date: initial: <br />d <br />� o <br />LL <br />UJ <br />�i <br />W G] z <br />0 0 Q <br />J � U) <br />U a ¢ <br />I�- w O Cn <br />W LLJ <br />J J <br />sheet: <br />SDN2 <br />