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PROVIDE SOLID 5HIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 V2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASGIA WITH 2 3/8"xO.113" <br />RING SHANK NAIL5 ®6" O.G. <br />2x6 FASGIA <br />-5EE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- 5EE PLAN FOR SPEGIFIGATIONS. <br />SECTION <br />3 SCALE: 8/4'=I'-0' <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. - <br />EXTERIOR WALL 5HT'6. TO RUNS <br />GONTINUOUS FULL HE16HT OF WALL <br />FROM BOTTOM OF LADDER M55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2 "xO.131" ® 3" O.G. INTO 50LE- <br />PLATE <br />LADDER TRU55. FASTEN LADDER <br />TRU55 TO EA. BLKS PANEL W <br />(3)3 y4"xO.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 ® 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 />-5EE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />SECTION <br />38 SCALE: B/4"=1'-0' <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 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 w/ 3"x0.131" NAIL5 ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRUSSES 5HT6. TO FIRST <br />-PER PLAN TRU55 w/ 3"x0.131" <br />NAIL5 ® 6" o.c. <br />2x4 (MIN.) 5PF #2 BLOCKING A5 SHOWN AT <br />48" o.c. FACE NAILED TO TRU55 TOP d <br />BOTTOM CHORD w/ (4) 3"x0.131" 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. HALL <br />REIWORCING DETAIL <br />SCALE: Wo <br />FASTEN ROOF 5HEATHIN6 <br />TO FASGIA WITH 2 3/8"x0.113" <br />RIN6 5HANK NAIL5 <br />® 6" O.G. <br />J � <br />2x FASGIA `n <br />-5EE ARCH <br />2x SHEAR WALL <br />- 5EE PLAN FOR <br />SPEGIFIGATIONS. - <br />SECTION <br />25 SCALE: 3/4'=1'-0' <br />BY WINDOW/DOOR <br />MANUFACTURER <br />5EE UPLIFT CONNECTOR <br />SGHEOULE ON PLANS FOR <br />CONNECTOR SPEGIFIGATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(3) 3 Y4"xO.131 " TOENAILS <br />2x4 ® 16"O.G. FA5TEN€9- <br />TO 6ABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />6YP5UM BOARS <br />PER ARCH FOR <br />FIREPROOFING <br />q" MAX <br />GABLE END VERTICAL WEB <br />REINFORGIN6 A5 REQURIED <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 />6ABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A35 <br />GLIPS ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 -� <br />BRACE TO DBL. TOP <br />PLATE w/ (1) 51MP50N H2.5T <br />8 (2)3 Y4"xO.131" TOENAILS <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %"xO.113" <br />RIN6 SHANK NAILS ® 4"O.G. <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO, ROOF <br />-r -i vR <br />SECTION <br />26 SCALE: s�4'=r-o' <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL 5TUD5 w/ 3"x0.131" <br />NAIL5 ® 16" O.G. <br />FLOOR TRU55E5 <br />-5EE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />SECTION <br />I. 2X PT BUGKS/NAILERS 5HALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3X,"x4" TAPGONS 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS 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 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, U5E (3) ROWS OF 3"0.131" NAIL5 5TA66ERED ® 12" O.G. <br />EA. 5XGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGKS 5HALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROWS OF 2 Y2'x0.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />WINDOW/DOOR BUCK DETAIL <br />SCALE: W5 <br />2x4 BLOCKING w/ <br />(3)3 Y4'x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4'x0.131" <br />NAIL5 <br />PROVIDE 2x4 BLOGKIN6 ® 48" <br />O.G. IN FIRST (5) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />T16HT BETWEEN TRU55 BOTTOM <br />CHORDS AND NOTCH AROUND <br />51LL PLATE <br />FASTEN DRYWALL TO <br />BLOCKING w/SGREWS <br />/NAIL5 ® 6" O.G. <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER <br />w/ 2 Y2"xO.131" NAIL5 ® 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 />8 HORZ. REINF. 5PEG5 <br />EXTERIOR WALL 5HT'6. TO RUN <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 />SOLE PLATE <br />2x GONT. RIBBON (TOP 4 BOTTOM) <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4'x0.131" NAIL5 <br />2 Y2"x0.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 5IMP50N HETAI6 <br />EMBEDDED STRAP ® EACH TRU55 <br />(® Iq.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 />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />SECTION <br />VALLEY 5ET <br />OVERFRAMIN6 <br />PROVIDE 50LID SHIM BETW'N TRU55 4 <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL Q. <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" NAIL5 ® 6" O.G. 8 5HEATHIN6 TO <br />GONT. RIBBON W 2 Y2'XO.I3I" 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 />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO. <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYPICAL OVERMAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: \.\,.,Y 0III, <br />No 77U4 •� <br />STATE OF ; IU ` <br />0. '� <br />OR 6 NN <br />© copyrf?if v��r�l <br />I�INQ►RNL ``?��` <br />S4uralfl��ir4�eAg, Inc. <br />CD <br />Z <br />J� <br />W <br />w <br />\/ z <br />i CD <br />Z <br />w <br />J <br />Z� <br />U <br />It <br />Wco <br />coT <br />i <br />JH <br />z <br />W <br />C <br />y <br />W <br />a <br />.Ec <br />Q Q <br />A G <br />gr <br />E <br />a) <br />m Z3 <br />E <br />Q <br />M <br />Lo- <br />0 <br />M <br />o N <br />M d <br />M&K project number: <br />068•19029 <br />project mgr: ,,J S B <br />drawn by: BC <br />issue date: 07-07-2 `I <br />REVISIONS: <br />date: initial: <br />sheet: <br />SD2 <br />