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JUN 0 8 2079 Es <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 3/a'x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />LU <br />w� <br />in `- <br />2x6 FASCIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />N/ (1) #5 GONT.__ J <br />5" REINF. GMU NALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SEE UPLIFT CONNECTOR - <br />5GHEDULE ON PLANS FOR <br />CONNECTOR <br />SPECIFICATIONS <br />S" GMU BOND BEAM <br />N/ (1) #5 GONT. <br />8" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. SPECS <br />SECTION <br />I SGALC= 8/4•=I',O• <br />TRU55 OVERFRAMING <br />PER PLAN <br />SECTION <br />20 5cue: 9/4'=1'-0' <br />PROVIDE SOLID SHIM BETINN TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2' FROM GONNEGTOR. <br />WHERE TRU55 15 GREATER THAN I Y2' <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRUSSES <br />PER PLAN --� <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRUSS. <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />BOND -BEAM - <br />-,----GONTIN. PRECAST HEADER <br />S" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW 51LL, IE WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />IE <br />DOUBLE JNINDOIN <br />&L�AnIRY PIER DETI1L 1RIM2 NNNDOW 51M. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />$ GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x6 FASCIAfelt- <br />-5EE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPECIFICATIONS. <br />VALLEY SET <br />OVERFRAMING <br />FASTEN EAGH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />Fig <br />SECTION <br />TYPICAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.7.5. <br />P RETROP I T DET,� I L <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />GONNEGT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ NALL H/ (1) #5 BENT <br />DONEL H/ 24" LE65 <br />MAIN ROOF SHEATHING <br />MAIN ROOF TRU555 <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HONN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W <br />51MP50N M5TMI6 TN15T STRAP. <br />FASTEN STRAP TO GMU H/ (4) Y4" DIA. x 2 <br />Y4' LONG TITEN 5GREN5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU H/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRUSSES H/ (2) 3Y4"0.131" NAILS ® EA. END. <br />PROVIDE SOLID 5HIM BETN'N TRU55 <br />4 CONNECTOR IF TRUSS LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRUSS 15 GREATER THAN <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR SHEATHING TO <br />BLOCKING IN EA. TRUSS BAY H/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOCKING IN EA. <br />TRU55 BAY TO BOND BM. N/(4) <br />HILTI ONI12P8 PAF's <br />FASTEN EXTERIOR SHEATHING TO <br />2x BLOCKING H/ 2 Y2 x0.131 NAILS <br />3"O.G. <br />8" GMU BOND BEAM H/ <br />(1) #5 BARS CONT. <br />S" REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. WALL <br />RE I NrORC I NCG DETAIL <br />SCALE: RM <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />_ <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />DONEL, 13LON OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT 5HONN <br />1 N5TRUGTI ON5. <br />HERE <br />FUTURE 8" GMU <br />BLOCK I Y <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXIST'G <br />I <br />IN GROUTED CELL <br />SLAB, EPDXY 4 DRIVE I <br />I <br />4 <br />#5 DONEL, PROVIDE MIN. <br />50" LAP SPLICE I <br />I I <br />O <br />° . 4 <br />r1=11= <br />IIIGRADE IIII°III=1 11=1 I I —I 11-1 I I a °. =1 11--111—I C I-1 11 1 11-I I —II° -I— <br />M 16SED DOINEL RETROP I T DETAIL <br />WA : NTS SIM. • GMU SM MIX 17ROMW MMM <br />=TRUSSES <br />PLAN <br />T CONNECTOR <br />SCHEDULE <br />NALL REINF <br /><TEND INTO <br />BEAM <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2'x0.131 <br />8" GMU BOND BEAM Hi <br />(1) #5 BARS GONT. <br />W REINF. GMU NALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />BY NINDOW/DOOR <br />MANUFACTURER <br />i SHANK <br />2x4 FLAT BLOCKING ® 16" O.c. <br />FA5TENED TO BOND BM. N/Y4" <br />TAPGON <br />(2)3 Y2'xO.131" <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />&EN <br />TIO9/4'=I'-O' <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) RON OF %"x4" TAPGON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPCON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDON/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 CASE. <br />3. ADDITIONAL 2X HOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, USE (3) RON5 OF 3"x0.131" NAILS STAGGERED ® 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF NINDON MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL HOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />RON5 OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN NINDON/DOOR TO 2X PER <br />NINDOKVOOR MANUFACTURER'S SPECS. <br />WINDONDOOR BUCK DETAIL <br />sca e: NTS <br />LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THI5 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQUIRED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />seal: -G. <br />��'��1'tC//i <br />No y <br />OF <br />1 <br />�. <br />0• ;1y� <br />d�1Y� <br />© copyright: ""y' v <br />Structur I n nna. Inc. <br />oC0 <br />Z <br />JF= <br />w <br />w <br />Z <br />c <br />z <br />z <br />rn <br />a <br />w <br />� <br />Q <br />ac <br />Z= <br />Co <br />It <br />A <br />W <br />5 <br />�Q'5 <br />col'--3� <br />j <br />T <br />m E <br />+ a <br />Jz <br />; 1 <br />LU <br />Mo <br />Y OD <br />oa <br />p <br />y <br />tO <br />m L6 <br />Y.1 <br />o N <br />W <br />M a <br />IV <br />W project number: <br />068-200 1 1 <br />project mgr: <br />J S B <br />drawn by. <br />KG K <br />issue date: 0 <br />5-2 0-2 0 <br />REVISIONS: <br />date: initial: <br />sheet: <br />4 <br />C] <br />O <br />LL <br />W <br />Q <br />z <br />� <br />0 <br />z <br />U <br />co <br />Q <br />J <br />J <br />SDM2 <br />