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EXTERIOR WALL 5HT'67. TO RUN <br />GONTINUOU5 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 />50LE PLATE <br />2x GONT. RIBBON (TOP 8 BOTTOM) <br />FA5TEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"xO.131" NAIL5 <br />2 Y2"xO.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED 5TRAP ® EAGH 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 />SECTION <br />VALLEY 5ET <br />OVERFRAMING <br />'c PROVIDE SOLID SHIM BETW'N TRU55 d <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" 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"xO.131" NAIL5 ® 6" O.G. 8 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 Y2" x0.131" NAIL5 ® 6" O.G. <br />FLOOR TRU55E5 <br />-PER PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />MAIN ROOF 5HEATHIN6 <br />FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELO' <br />WITH (1) 51MP50N VTGR <br />® 24" D.G. <br />MAIN ROOF TRU555 <br />TYP I CArL OVERPRAM I NG <br />CONNECTION DETAIL <br />54ALE: N.T.S. <br />FASTEN OBL 50LE PLATE OF 2x <br />WALL TO BOND BM, w/Y2" VIA. <br />ANCHOR BOLTS ® 32" O.G. WITH <br />T (MIN) EMBEDMENT. <br />FASTEN EXTERIOR 5HEATHIN6 <br />TO 2x 51LL PLATE w/ <br />2Y2"xO.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 />i HORZ. REINF. 5PEG5 <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHIN6 <br />AND GONNEGTION 5PEG5. - <br />EXTERIOR WALL 5HT'6. TO RUNS <br />GONTINUOU5 FULL HEI6HT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2"x0.131" ® 3" O.G. INTO 5OLE- <br />PLATE <br />LADDER TRU55. FA5TEN LADE <br />TRU55 TO EA. 5LK6 PANEL w/ <br />(3)3 Y4"xO.131" NAIL5 MIN. <br />2 Y2"0.131" ® 3" O.G. INTO <br />LADDER TR055 <br />FA5TEN 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 OUT5IDE FAGE 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 />p, SECTION <br />2x EXTERIOR WALL ® 5TAIR5 <br />OR 2-5TORY 5PAGE <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 w/ 3"x0.131" NAIL5 ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HT6. TO FIRST <br />-PER PLAN TRU55 w/ 3"0.131" <br />NAIL5 ® 6" o.c. <br />2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT <br />48" o.c. FACE NAILED TO TRU55 TOP d <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 />RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />TYP. CORNER PERT. WALL <br />RE I NFORG I NCG DETAr I L <br />WALA WS <br />FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %RX0.113" <br />RING 5HANK NAILS <br />® 6" O.G. <br />2x FA5GIA u' <br />-5EE ARCH <br />2x 5HEAR WALL <br />- 5EE PLAN FOR <br />5PEGIFIGATION5. - <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />FA5TEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(3) 3Y4"xO.131" TOENAILS <br />r� SECTION <br />25 scALL: ../4r=I'-0• <br />FASTEN TOP GHORD 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 GONT. - <br />FA5TEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER <br />w/ 2 Y2"xO.131" NAILS ® 6" 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 ® 16" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />BY WINDOKVOOR <br />MANUFACTURER <br />NOTES: <br />I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %Wx4" TAPGON5 6" <br />FROM EN05 AND 16" D.G. MAX. TAPGON5 TO BE I YY MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EGVIVALENT. <br />5TRUGTURAL CONNECTION OF V41WOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X <br />BUCKED OPENING, U5E (5) ROW5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK IN (2) <br />ROW5 OF 2Y2"xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'S 5PEG5. <br />N WINDOW/DOOR BUCK DETAIL <br />SCALE: W% <br />LETTERED DETAILS ARE TYPICAL 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 AREAS. THESE WHERE SPEC I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: rye" <br />11, <br />o 778, <br />mil`• <br />• ! .�, <br />A" (•14 O F• ��` ``` <br />© copyright : M6fAfla <br />Structural ngineenng, <br />Inc. <br />oLo <br />z <br />J= <br />w <br />w <br />Z <br />N <br />c0 <br />Z <br />w <br />J <br />a <br />co <br />Q <br />Z= <br />Q C3 <br />H <br />U <br />a7 �Q- <br />t- <br />(n <br />'a m <br />-5 j <br />O° E <br />J� <br />z <br />Qg <br />W <br />Y <br />oco <br />y <br />Lil <br />M L6 <br />C N <br />cr)a <br />M&K project number: <br />068-200 1 1 <br />project mgr. N J M <br />drawn by: KG K <br />issue date: 05-26-20 <br />REVISIONS: <br />date: initial: <br />C <br />r, <br />W o <br />J J <br />U. <br />� J <br />W Q z <br />� x <br />O <br />IL <br />� w 4 <br />U O 0) < <br />h � oY <br />�, z <br />(n <br />J J <br />sheet: <br />SDM2 <br />