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EXTERIOR WALL 5HT'6. TO RUN <br />GONTINUOU5 FULL HEIGHT OF <br />NALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 )'2"x0.131" ® 3" O.G. INTO <br />50LE PLATE <br />2x GONT. RIBBON (TOP d BOTTOM) <br />FA5TEN TO EA. TRU55 VERTICAL <br />W (2) 3 X4"xO.131" NAIL5 <br />2 X2"x0.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP5ON HETAI6 <br />EMBEDDED STRAP ® EACH TRU55 <br />(® Iq.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />13LOGKIN6/RIBB0N <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 />SECTION <br />VALLEY 5ET <br />OVERFRAMING <br />'r PROVIDE 50LID 5HIM BETN'N TRU55 t <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I X2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I X2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL Q. <br />2x EXTERIOR WALL <br />-5EE PLAN FOR SHEATHING <br />AND CONNECTION 5PEG5. <br />FASTEN 50LE PLATE TO GONT. RIBBON W <br />3"x0.131" NAILS ® 6" O.G. d 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 X2"xO.131" NAIL5 ® 6" O.0 <br />FLOOR TRU55E5 <br />-PER PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />MAIN ROOF SHEATHING <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 OVERFRAM I NG <br />CONNECTION DETA I L <br />SCALE: N.T.5. <br />FA5TEN DBL SOLE PLATE OF 2x <br />WALL TO BOND BM. WX2" DIA. <br />ANCHOR BOLT5 ® 32" O.G. WITH <br />1" (MIN) EMBEDMENT. <br />FASTEN EXTERIOR 5HEATHIN6 <br />TO 2x 51LL PLATE w/ <br />2X2"x0.131" NAILS ® 3" O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR5 GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />2x EXTERIOR NALL <br />-5EE PLAN FOR 5HEATHING <br />AND CONNECTION SPEG5. - <br />EXTERIOR NALL 5HT'6. TO RUN- <br />GONTINUOU5 FULL HE16HT OF NALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 X2"x0.131" ® 3" O.G. INTO 50LE <br />PLATE <br />LADDER TRU55. FA5TEN LADDER <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3 X4"x0.131" NAIL5 MIN. <br />2 X2"xO.131" ® 3" O.G. INTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO CMU- <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED 5TRAP ® 16" O.G. <br />5TRAP 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 />d HORZ. REINF. 5PEG5 <br />SECTION <br />SECTION <br />2x EXTERIOR WALL ® 5TAIR5 <br />OR 2-5TORY 5PAGE <br />-5EE PLAN FOR 5HEATHIN6 <br />AND GONNEGTION 5PEG5. <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />FASTEN ROOF 5HEATHING <br />TO FA5GIA WITH 2 3/8'x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />2x FA50A u' <br />-5EE ARCH <br />2x 5HEAR WALL <br />- SEE PLAN FOR <br />5PEGIFIGATION5. <br />SECTION <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE W <br />(3) 3 X4'xO.131" TOENAIL5 <br />Seal: ���arerrrr���� <br />A <br />V <br />Jon <br />mom` <br />cD copyright o' <br />Stru�id���Jan�� <br />aZ <br />J� <br />w <br />w <br />Z <br />o <br />Z <br />Z <br />rn <br />w <br />J <br />Z= <br />L <br />U <br />A <br />qg <br />3--c <br />E- <br />WW <br />3 <br />0j <br />=w <br />a <br />m <br />>• <br />J- <br />z <br />QCD <br />W <br />O <br />�� <br />Y <br />c <br />y <br />W <br />=L6 <br />c N <br />Ci <br />CM d <br />7 <br />MW project number: <br />068-200 1 1 <br />project mgr NJ M <br />FA5TEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 w/ 3"xO.131" NAILS ® 6" O.G. drawn by: KG K <br />FA5TEN FLOOR issue date: 04-1,4 -2 0 <br />FLOOR TRU55E5 5HT6. TO FIRST <br />PER PLAN TRU55 W 3"xO.131" REVISIONS: <br />NAIL5 ® 6" o.c. <br />date: initial: <br />2x4 (MIN) 5PF #2 BLOGKIN6 A5 5HOWN AT <br />48" o.c. FACE NAILED TO TRU55 TOP 4 <br />BOTTOM CHORD w/ (4) 3"xO.131" NAIL5. <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 />GROUTED CELL <br />TYP. CORNER VERT. WALL <br />REINFORCING 17ETA I L <br />WA1, NTS <br />BY NINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF <br />NINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %Wx4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I y2" MIN. FROM E06E OF <br />BUCK. <br />2. EGUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, U5E (5) RON5 OF 3"x0.131" NAIL5 STAGGERED ® 12" O.G. <br />EA. 5XGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL HOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) <br />RON5 OF 2 y2"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER <br />WINDON/DOOR MANUFACTURER'S 5PEG5. <br />Z <br />NDOW/DOOR BUCK DETAIL <br />Dt t III <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREA5. THESE NHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />"�1 a <br />Crz <br />Z <br />�1 <br />i <br />W o <br />J LL <br />� J <br />W � z <br />Q x <br />O <br />a <br />� � d <br />� d <br />� 0 <br />o Y <br />�, z <br />J J <br />sheet: <br />SD2 <br />