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PROVIDE 50LID SHIM BETW'N TRUSS <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 />FASCIA WITH 2 3/e"xO.113" <br />RIN6 SHANK NAILS ® 6" D.G. <br />2x6 FASCIA <br />-SEE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE: S/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 d BOTTOM) <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3ANO.131" NAILS <br />2 Y2"x0.131" ® 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 />0" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />SECTION <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 50LID SHIM BETW'N TRU55 d <br />CONNECTOR IF TRUSS LOCATED LE55 <br />THAN I Y2" 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 />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />FASTEN 50LE PLATE TO CONT. RIBBON w/ <br />3"x0.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 YYW.131" NAILS ® 6" O.G <br />FLOOR TRUSSES <br />-PER PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 CONT. <br />IN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRUSS BELOI <br />WITH (1) 5IMP50N VTGR <br />® 24" O.G. <br />N ROOF TRU555 <br />TYPICAL OVERFRAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />FASTEN DBL 50LE PLATE OF 2x <br />WALL TO BOND BM. w/Y2" DIA. <br />ANGHOR BOLT5 ® 32" O.G. WITH <br />7" (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 BAR5 GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PE65 <br />p, SECTION <br />I8 SCALE: s/4"=1'-O" <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />EXTERIOR WALL 5HT'6. TO RUN - <br />CONTINUOUS FULL HEIGHT OF WALL <br />FROM BOTTOM OF LADDER TRUSS <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2"x0.131" ® 3" O.G. INTO 50LE <br />PLATE <br />LADDER TRUSS. FASTEN LADDER <br />TRUSS TO EA. BLK6 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 2x4 (MIN.) 5PF #2 BLOCKING AS SHOWN AT <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED STRAP ® 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />INSIDE OR OUTSIDE FACE OF TRU55 <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />p, SNF, <br />ION <br />38 SC/4"=1'-0" <br />2x EXTERIOR WALL ® 5TAIR5 <br />OR 2-5TORY SPACE <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <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" NAILS ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRUSSES 5HT6. TO FIRST <br />-PER PLAN TRU55 w/ 3"x0.131" <br />NAILS ® 6" o.c. <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PE65 <br />48" o.c. FADE NAILED TO TRU55 TOP d <br />BOTTOM CHORD w/ (4) 3"x0.131" NAIL5. <br />8" GMU BOND BEAM <br />ALL LAPS IN MASONRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. NALL <br />REIWORCING DETAIL <br />SCALE: NM <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />2x FASCIA <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. - <br />SECTION <br />25 SCALE: 3/4"=1'-0" <br />FASTEN TOP CHORD OF <br />END TRUSS OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL STUDS w/ 3"x0.131" <br />NAILS ® 16" O.G. <br />FLOOR TRUSSES <br />-SEE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />SECTION <br />SCALE: s/4"=I'-o" <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(3) 3 Y4"xO.131" TOENAILS <br />2x4 ® 16"O.G. FA5TEN€?- <br />TO 6ABLE END TRUSS w/ <br />(20'xO.131" TOENAILS. <br />GYPSUM BOARD -- <br />PER q„ r <br />ARCH FOR <br />FIREPROOFING <br />GABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />3 Y4"x0.131" TOENAILS ® 12" <br />O.G. GONNECTIN6 BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD OF <br />GABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A35 <br />CLIPS ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 -' <br />BRAGE TO DBL. TOP <br />PLATE w/ (1) 51MP50N H2.5T <br />d (2)3Y4"x0.131" 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 />V -I VIC 7r1V1'G I CI'C/ <br />SHEARWALL ABOVE � <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER FASTEN 5HEATHIN6 TO- <br />E/ 2 Y2"xO.131" NAILS ® 6" o.c. BLOGKIN6 w/ 2 %"X0.113 <br />NAILS ® 6" O.G. <br />INSTALL 5HEATHIN6 <br />PRIOR TO IN5TALLIN\ <br />LOW ROOF TRUSSES <br />LOW ROOF TRUSSES <br />-SEE PLAN--. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />PROVIDE ADD'L <br />VERTICAL IN TRU55 <br />OR 2x RIBBON w/ 3"x0.131" <br />FOR BEARIN6 <br />NAILS ® 16" O.G. <br />x LEDGER <br />-REFER TO "ROOF <br />FRAMING NOTES" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />EXTEND EXTERIOR <br />5HEATHIN6 TO BOTTOM <br />OF FLOOR SYSTEM <br />Ob SECTION <br />SCALE: 9/4"=I'-O" <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4"xO.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 />T16HT BETWEEN TRU55 BOTTOM <br />CHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/5GREW5 <br />/NAIL5 ® 6" O.G. <br />2x6 GONT. BLOGKIN6 <br />FASTENED TO EA. STUD w/ <br />(5) 3x0.131" NAILS <br />FASTEN 50LE PLATE TO <br />FLUSH BEAM w/ <br />3"x0.131" NAIL5 o 6" O.G. <br />FLOOR TRU55E5 <br />(SEE PLAN) <br />FLUSH BEAM OR FLOOR G.T. <br />(SEE PLAN) <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 REQU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />deal: <br />_ <br />o <br />�:• S T OF <br />• j.:. <br />:•4u <br />S�Oi; <br />i�i 1i+ ,����`` <br />© copyright : MULHERN & WW 05 2021 <br />Structural Engineering, Inc. <br />oCD <br />z <br />Jcc <br />w <br />w <br />Z <br />C7 <br />z <br />r. <br />w <br />oQ.. <br />J <br />d <br />H <br />$ <br />♦CL <br />�� <br />UJ Cn <br />�o co <br />'5 <br />j <br />a <br />�♦ <br />mi Z <br />W <br />� <br />ti <br />o <br />y <br />W <br />O <br />m _ <br />6N <br />C <br />ch CL <br />M&K project number: <br />068-2001 1 <br />project mgr: .J S B <br />drawn by: DR <br />issue date: 1 0.2 0-21 <br />REVISIONS: <br />date: initial: <br />11/02/2021 EMG <br />"~ro <br />C <br />r <br />I� <br />J <br />� <br />LL <br />W <br />W <br />0 <br />Q <br />O <br />z <br />X <br />a <br />J <br />O <br />U <br />� <br />z <br />� <br />� <br />x <br />I-' <br />�, <br />O z <br />(n <br />� <br />J J <br />sheet: <br />SDW2 <br />