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PROVIDE 50LID SHIM BETN'N TRU55 <br />t CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2' FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHING TO <br />FA56IA WITH 2 %"xO.113" <br />RING SHANK NAIL5 0 6" O.G. <br />2xb FA561A vr <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />SECTION <br />3 SCALE: 9/4'=I'-o" <br />EXTERIOR WALL 5HT'6. TO RUN <br />GONTINUOU5 FULL HEIGHT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2Y2"x0.131" ® 3" O.G. INTO <br />SOLE PLATE <br />2x CONT. RIBBON (TOP 4 BOTTOM) <br />FA5TEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"xO.131" NAILS <br />2 Y2"xO.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAIb <br />EMBEDDED 5TRAP ® EACH TRU55 <br />(® IC1.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />BLOCKING/RIBBON <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />W REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />37 SCALE: 9/4'=I'-o' <br />VALLEY 5ET <br />OVERFRAMING <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MA5ONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEGS <br />PROVIDE 50LID 5HIM BETW'N TRU55 d <br />CONNECTOR IF TRU55 LOCATED LE-55 <br />THAN I Y2" 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 />-5EE PLAN FOR SHEATHING <br />AND CONNECTION 5PEG5. <br />FA5TEN SOLE PLATE TO GONT. RIBBON w/ <br />3"x0.131" NAIL5 0 6" O.G. d 5HEATHINC TO <br />CONT. RIBBON w/ 2 Y2"xO.131" NAIL5 ® 6" O.0 <br />FLOOR TRU55E5 <br />-PER PLAN <br />W GMU BOND BEAM <br />W/ (1) #5 CONT. <br />I ROOF SHEATHING <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 5IMP50N VTGR <br />0 24" O.G. <br />ROOF TRU555 <br />TYP I CAL OVERFRAM I NG <br />FA5TEN DBL SOLE PLATE OF 2x <br />WALL TO BOND BM. w/Y2' DIA. <br />ANCHOR BOLT5 ® 32" O.G. WITH <br />T (MIN.) EMBEDMENT. <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x 51LL PLATE w/ <br />2V2"x0.131" NAILS ® 3" O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 5AR5 GONT. <br />S" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />I8 SCALE: 9/4"=I'-o" <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHING <br />AND CONNECTION 5PEG5. <br />EXTERIOR WALL 5HT'G. TO RUNS <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 50LE- <br />PLATE <br />LADDER TRU55. FA5TEN LADDER- <br />TRU55 TO EA. 13LK6 PANEL w/ <br />(3)3 Y4"xO.131" NAILS MIN. <br />2 Y2'x0.131" 0 3" O.G. INTO " <br />LADDER TRU55 <br />FA5TEN LADDER TRU55 TO GMU- <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED STRAP ® 16" O.G. <br />5TRAP MAY BE IN5TALLED ON <br />IN51DE OR OUT5IDE FACE OF TRU55 <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />W REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PE05 <br />fit, SECTION <br />38 SCALE: 9/4'=I'-o" <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 T JJ55 w/ 3"xO.131" NAILS ® b" O.G. <br />FA5TEN FLOOR <br />FLOOR TRUSSES 5HT6. TO FIRST <br />-PER PLAN TR 65 w/ 3"x0.131" <br />NAILS ® 6" o.c. <br />2x4 (MIN) 5PF #2 BLOCKING A5 5HOWN AT <br />4b" o.c. FACE NAILED TO TRU55 TOP 4 <br />BOTTOM CHORD w/ (4) 3"xO.131' NAILS. <br />5" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />ALL LAPS IN MASONRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />RE I NPORC I NG DETAIL <br />SCALE: WS <br />FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />0 6" O.G. <br />2x FA5GIA <br />-5EE ARCH <br />2x 5HEAR WALL <br />- 5EE PLAN FOR <br />5PEGIFIGATION5. - <br />SECTION <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHING TO EXT. <br />WALL 5TUD5 W 3"x0.131" <br />NAILS ® 16" O.G. <br />FLOOR TRU55E5 <br />-5EE PLAN <br />W GMU BOND BEAM <br />IN (1) #5 CONT. - <br />SECTION <br />6'1 SCALE: 9/4'=I'-0' <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(3) 3 Y4"xO.i31" TOENAIL5 <br />2x4 GAT5 0 I6"O.G. <br />FASTENED TO GABLE END FASTEN SHEATHING TO 2x4- <br />TRU55 w/ (2)3"x0.131° BLOCKING w/ 2 %"xO.113" <br />TOENAILS. RING SHANK NAILS ® 4"O.G. <br />6YP5UM BOARD q" MAX <br />PER ARCH FOR <br />FIREPROOFING <br />2'-0" MIN <br />ROOF SHTG <br />GABLE END VERTICAL WEB <br />5HALL BE <br />REINFORGIN6 A5 REGIURIED <br />GONT. 24" MIN <br />BY TRU55 MANUF. <br />I ONTOAROOF <br />3 Y4"x0.131" TOENAIL5 ® 12" <br />O.G. CONNECTING BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD OFF <br />L2x4 BRACE w/2x4 T-BRACE, <br />GABLE END TRU55 TO TOP <br />5PAGED ® 4'-0" O.G. MAX. <br />PLATE WITH�51MP50N A35 <br />FASTEN 2x4 TO 'T' w/ 3Y4"xO.131" <br />GLIP5 ® 32 O.G. <br />NAILS 0 12" O.G. <br />(NOT RE61 D AT TRU55 HEI(5HT5 <br />FASTEN BOTTOM OF 2x4 <br />4'-1" OR SHORTER) <br />BRACE TO DBL. TOP <br />PLATE w/ (1) 51MP50N H2.5T <br />(2)3)'4"x0.131" TOENAILS <br />SECTION <br />26 SCALE: 9/4'=1'-0' <br />5HEARWALL ABOVE - <br />FA5TEN ROOF SHEATHING TO <br />END TRU55 OR 2x4 NAILER FASTEN 5HEATHING TO <br />w/ 2)12"xO.131" NAIL5 ® 6" o.c. BLOCKING w/ 2 %"xO.1 <br />NAIL5 0 6" O.G. <br />INSTALL 5HEATHIN6-\ <br />PRIOR TO IN5TALLING <br />LOW ROOF TRU55E5 <br />LOW ROOF TRU55E5 <br />-5EE PLAN _,_ _40 <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />PROVIDE ADD'L- <br />TO LADDER TRU55 VERTICAL <br />VERTICAL IN TRU55 <br />OR 2x RIBBON w/ 3"xO.131" <br />FOR BEARING <br />NAILS ® 16" O.G. <br />x LEDGER <br />-REFER TO "ROOF <br />FRAMING NOTE5" <br />VERT WALL REINF. TO EXTEND EXTERIOR <br />EXTEND INTO BOND BEAM <br />5HEATHING TO BOTTOM <br />OF FLOOR 5Y5TEM <br />8 REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />O6 SECTION <br />SCALE: <br />2x4 BLOGKING w/ <br />(3)3 Y4"x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4 "x0.131" <br />NAILS <br />PROVIDE 2x4 BLOCKING 0 4b" <br />O.G. IN FIRST (3) BAY5 OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TR 65 BOTTOM <br />GHOR95 AND NOTCH AROUND <br />51 LL PLATE <br />FASTEN DRYWALL TO <br />BLOCKING w/5GREN5 <br />/NAIL5 0 6" O.G. <br />2xb GONT. BLOCKING <br />FA5TENED TO EA.5TUD w/ <br />(3) 3W.131" NAIL5 <br />FASTEN 50LE PLATE TO <br />FLU5H BEAM w/ <br />3W.131" NAILS 0 6" O.G. <br />FLOOR TRU5555 <br />(5EE PLAN) <br />FLU5H BEAM OR FLOOR 6.T. <br />(5EE PLAN) <br />seal: <br />F� <br />�D <br />rawVJ <br />e <br />s r�i r G..Ff <br />in <br />© copyright .�4& 1, i O <br />structural Engineering, Inc. <br />az <br />z <br />Jcr_ <br />w <br />z <br />N <br />C7 <br />� <br />Z <br />W <br />OQ. <br />J <br />N <br />Q <br />°C <br />z = <br />HA <br />� <br />E <br />a <br />_d <br />W� <br />W <br />�W <br />'5 <br />� <br />3: <br />O0 E <br />;. <br />= O <br />g <br />y <br />W <br />M _ <br />8 N <br />C <br />M a <br />M&K project number: <br />068-2001 <br />project mgr: J S B <br />drawn by. MJT <br />issue date: 01-2 6-21 <br />REVISIONS: <br />date: initial: <br />� <br />J <br />o <br />J <br />LL <br />� <br />J <br />W <br />0 <br />� <br />z <br />� <br />O <br />n. <br />N <br />d <br />� <br />a <br />W <br />0 <br />� <br />a <br />D <br />z <br />� <br />} <br />oZ <br />U) <br />J J <br />aiiiu€ <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ 5HALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREA5. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. <br />sheet: <br />SDM2 <br />