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PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Yz" 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 %"xO.113" <br />RIN6 SHANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-SEE ARCH tr <br />REINF. MA50NRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE: 3/4"=1'-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" m 3" O.G. INTO <br />50LE PLATE <br />2x GONT. RIBBON (TOP � BOTTOM, <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"x0.131" NAILS <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 />BLOGKING/RIBBON <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />VALLEY SET <br />OVERFRAMIN6 <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR SPEGIFICATIONS <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 4 <br />CONNECTOR IF TRUSS LOCATED LE55 <br />THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I YY 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 SOLE PLATE TO GONT. RIBBON w/ <br />3"0.131" NAILS ® b" O.G. 4 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 Y2"x0.131" NAILS ® 6" O.0 <br />FLOOR TRUSSES <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) 5IMP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OVERT RAM I NG <br />CONNECTION 17ETA I L <br />SCALE: N.T.S. <br />FASTEN DBL 50LE PLATE OF 2x <br />WALL TO BOND BM. WYY DIA. <br />ANCHOR BOLTS @ 32" O.G. WITH <br />7" (MIN.) EMBEDMENT. <br />FASTEN EXTERIOR 5HEATHIN6 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 />$ HORZ. REINF. SPECS <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />EXTERIOR WALL 5HT'6. TO RUNS <br />CONTINUOUS FULL HEIGHT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2Y2"x0.131" @ 3" O.G. INTO 5OLE- <br />PLATE <br />LADDER TRU55. FASTEN LADDER- <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3)/4"x0.131" NAILS MIN. <br />2 Y2"xO.131" @ 3" O.G. INTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO GMU- <br />BONE) BEAM w/ 5IMP50N HETAI6 <br />EMBEDDED STRAP ® 16" O.G. <br />STRAP MAY BE INSTALLED ON <br />INSIDE OR OUT5IDE FACE. OF TRU55 <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />SCALE: <br />SECTION <br />38 SCALE: S/4"=1'-0': <br />2x EXTERIOR WALL ® STAIRS <br />OR 2-5TORY SPAGE <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 />FLO7PLAN______�USSE5HT6. TO FIRST <br />-PETRU55 W 3"x0.131" <br />NAILS ® 6" o.c. <br />2x4 (MIN.) 5PF #2 BLOGKIN6 A5 SHOWN AT <br />48" o.c. FACE NAILED TO TRU55 TOP 4 <br />BOTTOM CHORD w/ (4) 3"xO.131" NAILS. <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 DETAIL <br />SCALE: NTS <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 3/a"x0.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />id <br />T <br />ZE <br />2x FASCIA <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. - <br />SECTION <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL STUDS w/ 3"0.131" <br />NAILS ® 16" O.G. <br />FLOOR TR1155E5 <br />-SEE PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. - <br />�} SECTION <br />f SCALE: 3/4"=1'-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) 3Y4"x0.131" TOENAILS <br />2x4 ® 16"O.G. FA5TEN9P- <br />TO GABLE END TRU55 W <br />(20'xO.131" TOENAILS. <br />6YP5UM BOARD-- q�� MAX <br />PER ARCH FOR <br />FIREPROOFING <br />6ABLE END VERTICAL WEB - <br />REINFORGINS AS REGURIED <br />BY TRU55 MANUF. <br />34"0.131" TOENAILS ® IT- <br />O.G. GONNEGTIN6 BOTTOM <br />CHORD TO TOP PLATE <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 />PLATE w/ (1) 5IMP50N H2.5T <br />4 (2)3 Y4"x0.131" TOENAILS <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER <br />W 2 Y2"x0.13I" 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"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 />HORZ. REINF. SPECS <br />FASTEN 5HEATHIN6 TO 2x4- <br />5LOGKIN6 w/ 2 %"xO.113" <br />RING SHANK NAILS @ 4"O.G. <br />2'-O" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO.ROOF <br />L2x4 BRACE w/2x4 T-BRACE, <br />SPACED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' W 3 Y4"x0.131" <br />NAILS ® 12" O.G. <br />(NOT RE-0V AT TRU55 HEI(5HT5 <br />4'-1" OR SHORTER) <br />26 SECT ION <br />SCALE: 8/4"=1'-0" <br />SHEARWALL ABOVE --� <br />FASTEN 5HEATHIN6 TO <br />BLOCKIN6 w/ 2 %"x0.11 <br />NAILS ® 6" O.G. <br />INSTALL 5HEATHIN6-, <br />PRIOR TO INSTALLING <br />LOW ROOF TRUSSES <br />LOW ROOF TRUSSES <br />-SEE PLAN --- <br />PROVIDE ADD'L- <br />VERTICAL IN TRU55 <br />FOR BEARING <br />2x LED6ER -------- <br />-REFER TO "ROOF <br />FRAMING NOTES" <br />EXTEND EXTERIOR <br />5HEATHIN6 TO BOTTOM <br />OF FLOOR SYSTEM <br />06 SECTION <br />SCALE: 3/4"=I'-0° <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 />BLOGKIN6 w/SCREWS <br />/NAILS ® 6" O.G. <br />2x6 CONT. BLOCKING <br />FASTENED TO EA. STUD W <br />(3) 3"x0.131" NAILS <br />FASTEN 50LE PLATE TO <br />FLUSH BEAM W <br />3"x0.131" NAILS o b" O.G. <br />FLOOR TRU55E5 <br />(SEE PLAN) <br />FLUSH BEAM OR FLOOR 6.T. <br />(SEE PLAN) <br />seal. 3 4 F 5 <br />� <br />N �°� ; oe V <br />®A. P RR <br />b V P IN 8 9 <br />.. <br />�L e <br />s "w., <br />W,3 Bc n'61111 <br />aF <br />5 4 <br />9, A. <br />© copyright: Mh%(��� 4 <br />Structural Engineering, Inc. <br />aCD <br />z <br />Z_ <br />LU <br />w <br />Z <br />c <br />LO <br />Z <br />w <br />CL <br />J Q <br />Z= <br />� <br />Q Q <br />t <br />W <br />E 'o_ <br />y <br />- <br />T J <br />j <br />m E <br />�Ilr a <br />J� <br />Q <br />(1)o <br />Z <br />-a c <br />W <br />0 <br />0 <br />o <br />CAm` <br />LY <br />c N <br />C■ <br />M CL <br />I;ir <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: MJT <br />issue date: 02-01-21 <br />REVISIONS: <br />date: initial: <br />LETTERED DETAILS ,ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS, <br />T_ <br />sheet: <br />SDM2 <br />M <br />