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FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 9/8"x0.113" <br />RING SHANK NAILS <br />® 6" O.G. —� <br />w <br />z� <br />�n <br />2x6 FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8 REINF. GMU WALL- <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BONE <br />(1) #5 BARS C <br />8 REINF. GM <br />-5EE PLAN F <br />$ HORZ. REINF. 5PEG5 <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOGATED <br />LE55 THAN I Y2' FROM GONNEGTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />5EE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />i GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EAGH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />0-1v5=ECTION <br />SCALE: 8/4'=1'-0" <br />7 SHANK <br />2x4 FLAT BLOGKIN6 ® I6" 0.6. <br />FASTENED TO BOND BM. w/ Y4" <br />TAPGON <br />(2)3 V2" x0.151 " <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />SCALE: S/4'=1'-0" <br />BOND -BEAM — <br />-.��GONTIN. PREGA5T HEADER----' <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EGUIV. <br />DOUBLE AINDOW <br />MUD NRY PIER DET,�IL <br />L SCALE: NT5 TRIPLE WINDOW SIM. <br />2x4 CATS ® 16"o.c. <br />FASTENED TO GABLE END FASTEN SHEATHING TO 2x4— <br />x4 2x4 BLOGKIN6 w/ <br />TRU55 w/ (2)3"x0.131" BLOGKIN6 w/ 2 %"xO.113" (3)3Y4"xO.I31" <br />TOENAILS. RING SHANK NAILS ® 4"O.G. TOENAILS EAGH END <br />xx= x <br />= <br />12�M�X 2-0" MIN <br />GABLE END VERTIGAL WEB <br />REINFORGIN6 A5 REGURIED ROOF 5HT6 (4) 3Y4"x0.131" <br />BY TRU55 MANUF. I SHALL BE NAILS <br />2x8 P.T. PLATE FASTENED GONT. 24" MIN <br />TO BOND BM. W/Y2" DIA. ONTO ROOF <br />ANGHOR BOLTS ® 32" O.G. <br />WITH -I" (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHING EDGE <br />Y2 NAILING - 2 'xO.131" NAILS <br />® b"O.G. <br />FASTEN E30TTOM CHORD OF <br />TRU55 TO P.T. SILL PLATE w/ <br />Y4° DIA. xV'2" LONG 505 <br />5GREW5 ® 16" o.c. <br />PROVIDE MOISTURE <br />2x4 BRACE w/2x4 T-BRACE, <br />5PAGED ®4 -O O.G. MAX. <br />PROVIDE 2x4 BLOCKING ®4� <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO''T' w/ 3Y4"x0.131„ <br />O.G. IN FIRST (3) BAYS OF <br />WOOD MEMBERS ON GMU <br />NAILS ® 12" O.G. <br />ROOF TRU55E5-GUT TO FIT <br />(PER TRU55 MANUF) <br />(NOT REC�'D AT TRU55 HEIGHTS <br />TIGHT BETWEEN TRU55 BOTTOt <br />GHORD5 AND NOTGH AROUND <br />„ <br />8 GMU BOND BEAM w/ <br />4'-I" OR SHORTER) <br />SILL PLATE <br />(I) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />8" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOGKIN6 w/ 5GREW5 <br />/NAILS ®6"O.G. <br />-5EE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />4 HORZ. REINF. 5PEG5 <br />SECTION <br />2 SCALE: S/4p-I=-0 <br />VALLEY SET <br />OVERFRAMING <br />FASTEN EAGH OVERFR <br />TRU55 TO TRU55 BELO, <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />TYP I CAL OVERFRAM I NCG <br />CONNECTION DETAIL <br />SCALE: N.T.5, <br />p RETROFIT DETA I L <br />MAIN ROOF 5HEATHING <br />MAIN ROOF TRU555 <br />SEE DETAIL I ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />SIMPSON M5TMI6 TWI5T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRUSS MANUF.) <br />EAGH TRUSS. <br />PROVIDE 2x FLAT BLOGKING FIT TIGHT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2' LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS ®EA. END. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FA5GIA <br />-5EE ARGH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />SE�Ts/i <br />N <br />3 SCALE1= /gyp <br />ALL LAPS IN MASONRY 25" <br />RUNNING BAR <br />#5 BENT GORNER BAR <br />GROUTED GELL <br />T`I'P. CORNER PERT. WALL <br />RE I NPORC I NCG DETAIL <br />SCALE: NM <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 1/4" DIA. HOLE FOR <br />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EXI5T'G\\1 I I� <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP 5PLIGE I <br />\I I <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED GELL <br />O <br />z <br />9 ` <br />`z <br />GRADE <br />-1 I I—III—i I —III '° I —I I I— . I <br />' =1 I I —III —III —I I I a I—III—III <br />Q �1 11=1 I —III I I I=1 1=1 <br />—III—III—III a I—III—III: <br />-III-1I it 70 III-1I1- <br />M 155ED DOWEL RETRO� I T DETAIL <br />SCALE: NM SIM. • GMU STEM FM DROPPED 6RADE <br />SEE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />GONNEGT EAGH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />8 GONNEGTOR IF TRU55 LOGATED <br />LE55 THAN 1 Y2' FROM GONNEGTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOCKING IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF'5 <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOGKIN6 w/ 2 Y2'xO.131" NAILe <br />® 3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />t HORZ. REINF. 5PEG5 <br />BY WINDOW/DOOR <br />MANUFAGTURER <br />SECTION <br />SCALE= 3/4"=I'-0' <br />NOTES: <br />TRU55E5 <br />PLAN <br />T GONNEGTOR <br />5GHEDULE <br />WALL REINF. <br />(TEND INTO <br />BEAM <br />1. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF <br />WINOOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF V'X4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS CAR EQUIVALENT. <br />5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUGKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS 5TA6,6ERED ® 12" O.G. <br />EA. 9UGGE551VE BUGK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFAGTURER AND PLAN REOUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />ROW5 OF 242"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />('W�)'%�AINPOKPOOR BUCK DETAIL <br />SCALE: NM <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON TI-E PLANS. <br />seal; <br />Nov <br />0 2020 <br />�ap1AFE��_ <br />G. <br />0 <br />•N 0 77624 <br />yt <br />© .—hl - MU I ATAULP r <br />qurA Engineering, Inc. <br />,G9 co <br />C <br />JLU <br />w <br />w <br />Z c <br />z <br />w a <br />J d <br />Z= <br />F— & <br />U -.4. �- <br />cc -ig <br />:a a� <br />W cn .5 <br />JZ :g <br />CA M :h <br />W O N <br />w1C CY) ci <br />M&K project number: <br />068-200 1 1 <br />project mgr; J S B <br />drawn by: MJT <br />issue date: `I 0-12-20 <br />REVISIONS: <br />date: initial: <br />sheet: <br />d <br />0 <br />a <br />0 <br />J <br />LL <br />J <br />N <br />Q <br />z <br />a <br />Q <br />J <br />Lt 1 <br />U <br />'Q <br />z <br />O., <br />p <br />J J <br />SDW2 <br />