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PROVIDE SOLID SHIM BETW'N TRUSS <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I /2" FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN I /2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"x0.113" <br />RIN6 SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />2 SECTION <br />SCALE: 3/4"= I'-0" <br />EXTERIOR WALL 5HT'6. TO RUN <br />CONTINUOUS 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 />SOLE PLATE <br />2x CONT. RIBBON (TOP $ BOTTOM <br />FASTEN TO EA. TRU55 VERTICAL <br />wl W 3 y4"xO.131 " NAILS <br />2 y2"xO.131" @ 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 5IMP50N HETAI6 <br />EMBEDDED STRAP @ EACH TRUSS <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 />-SEE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />VALLEY SET <br />OVERFRAMIN6 <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />* PROVIDE SOLID SHIM BETW'N TRU55 4 <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I /2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL 0. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR SHEATHING <br />AND CONNECTION SPECS. <br />FASTEN 50LE PLATE TO GONT. RIBBON w/ <br />3"xO.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO <br />CONT. RIBBON w/ 2 y2"x0.131" NAILS @ 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 />TYP I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />M <br />VERT WALL REINF. TO <br />EXTEND INTO 13OND BEAM <br />8 REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />FASTEN DBL 50LE PLATE OF 2x <br />WALL TO BOND BM. w/y2" DIA. <br />ANCHOR BOLTS ® 32" O.G. WITH <br />T (MIN.) EMBEDMENT. <br />FASTEN EXTERIOR 5HEATHIN6 - <br />TO 2x SILL PLATE w/ <br />2y2"x0.131" NAILS @ 3" O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />I8 SCALE: 3/4°=1'-0° <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />EXTERIOR WALL 5HT'6. TO RUN--, <br />CONTINUOUS FULL HE16HT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 y2"x0.131" ® 3" O.G. INTO SOLE — <br />PLATE <br />LADDER TRUSS. FASTEN LADDER— <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3 y4"xO.131" NAILS MIN. <br />2 y2"x0.131" @ 3" O.G. INTO <br />LADDER TRUSS <br />FASTEN LADDER TRU55 TO GMU—f 2x4 (MIN.) 5PF #2 BLOGKIN6 A5 SHOWN AT <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED STRAP @ 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />IN51DE OR OUTSIDE FACE OF TRUSS <br />38 SECWIF <br />SCALE:-0" <br />2x EXTERIOR WALL ® STAIRS <br />OR 2-5TORY SPACE <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />LLAVERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 w/ 3"xO.131" NAILS ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HT6. TO FIRST <br />-PER PLAN TRU55 w/ 3"x0:131" <br />NAILS ® 6" o.c. <br />48 o.c. FACE NAILED TO TRU55 TOP � <br />BOTTOM CHORD w/ (4) 3"x0.131" NAILS. <br />8" GMU BOND BEAM <br />ALL LAPS IN MA50NRY 25" <br />- RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. NALL <br />RE I NPORG I NG DETAIL <br />SCALE: NTS <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />i< <br />2x FASCIA u� <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. - <br />2x4 @ 16"O.G. FASTEN€P- <br />TO 6ABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />6YP5UM BOARD q MAX <br />PER ARCH FOR <br />FIREPROOFIN6 <br />SABLE END VERTICAL WEB — <br />REINFORGIN6 AS REGURIED <br />BY TRUSS MANUF. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />3y4"x0.131" TOENAILS ® IT - <br />CONNECTOR SPECIFICATIONS <br />O.G. CONNECTING BOTTOM <br />FASTEN ROOF TRU55 TO <br />CHORD TO TOP PLATE <br />DOUBLE TOP PLATE w/ <br />(3) 3 y4"x0.131" TOENAILS <br />FASTEN BOTTOM CHORD OF <br />6ABLE END TRU55 TO TOP <br />PLATE WITH 5IMP50N A35 <br />CLIPS ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 <br />BRACE TO DBL. TOP <br />2E EE <br />TIPLATE w/ (I) 51MP50N H2.5T <br />(2)3y4"xO.131" TOENAILS <br />: 3/4"=1'-0" <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 />NAILS ® 16" O.G. <br />FLC �R TRUSSES <br />-SEE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 CONT. — <br />SECTION <br />FASTEN 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 TRUSS OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON w/ 3"xO.131" <br />NAILS @ 16" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %"xO.113" <br />RIN6 SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO. ROOF <br />•t -: vR �nv:� i �ry <br />26 SECTION <br />SHEARWALL ABOVE —� <br />FASTEN 5HEATHIN6 TO- <br />BLOGKIN6 w/ 2 %NO.113 <br />NAILS @ 6" O.G. <br />INSTALL 5HEATHIN6 <br />PRIOR TO INSTALLIN\ <br />LOW ROOF TRUSSES <br />LOW ROOF TRUSSES <br />-SEE PLAN <br />PROVIDE ADD'L— <br />VERTIGAL IN TRU55 <br />FOR BEARING <br />2x LED6ER <br />-REFER TO "ROOF <br />FRAMIN6 NOTES" <br />EXTEND EXTERIOR <br />5HEATHIN6 TO BOTTOM <br />OF FLOOR SYSTEM <br />O6 SECTION <br />SCALE: 3/4"= I'-O" <br />2x4 BLOGKIN6 w/ <br />(3)3 y4"x0.131 " <br />TOENAILS EACH END <br />(4) 3 y4"x0.131 " <br />NAILS <br />PROVIDE 2x4 BLOGKIN6 @ 48" <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOM <br />CHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOCKING w/SGREWS <br />/NAILS @ 6" O.G. <br />2x6 GONT. BLOGKIN6 <br />FASTENED TO EA. STUD w/ <br />(3) 3"x0.131" NAIL5 <br />FASTEN SOLE PLATE TO <br />FLUSH BEAM w/ <br />3"x0.131" NAIL5 0 6" O.G. <br />FLOOR TRUSSES <br />(SEE PLAN) <br />FLUSH BEAM OR FLOOR 6.T. <br />(SEE PLAN) <br />seal <br />+, <br />m <br />®®.01 L � <br />} <br />© copyright !NI��HEg L�® t4 <br />Strudura� 4. <br />rin�j, <br />az <br />Z <br />.J w <br />w <br />Z o <br />Z <br />w <br />J L <br />� <br />Q .a <br />Z= E o <br />F- A v <br />C) r�R <br />tm <br />ab <br />UJI cn � a <br />T m E <br />+ Q Q A <br />J z <br />Co <br />N -i" <br />04 <br />y <br />W C N <br />OC M n <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by DJ R <br />issue date, 01-1 3-2 2 <br />REVISIONS: <br />date: initial: <br />m <br />J <br />J <br />Q <br />W <br />W <br />� <br />J <br />Q <br />Ld <br />j0 <br />U <br />= <br />D <br />Q <br />F <br />> <br />(n <br />— <br />sheet: <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY INDICATED SD"2 <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />