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PROVIDE 50LID SHIM BETW'N TRU55 <br />$ CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FA5TEN ROOF 5HEATHING <br />TO FA5(' IA WITH 2 %,"xO.113" <br />RING 5HANK NAIL5 <br />® 6" O.G. —� <br />U) <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 />4 HORZ. REINF. 5PEG5 <br />5EE UPLIFT CONNECTOR - <br />56HEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFICATION5 <br />8 GMU BOND BEAM - <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />I SECTION <br />SCALE= 3/4"=I'-0" <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />20 S <br />EC <br />TION <br />5/4'■ I'-O' <br />2xbxl2" OR <br />2X8XI2"P.T. <br />j� CENTER BUCK <br />II• <br />DIA. ANCHOR <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />ROOF TRU55E5 <br />PER PLAN <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />OF OPENING <br />2X4 P.T. TOP BUGK--/ <br />2X6 OR 2X8 P.T. BUCK <br />EACH 51DE OF OPENING <br />-VERIFY CONN. REQ'MT W <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2"x3 W <br />THIGK WASHER W/ EAGH ANCHOR (15T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G) <br />5TART BOLT5 AFTER <br />GARAGE CURB 0" MAX) <br />K GAIRAISE DOOR BUCK DETAIL <br />SCALE: NT5 <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />of 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 5HEATHIN6 TO <br />FA5GIA WITH 2 3/a"x0.113" <br />RING 5HANK NAIL5 ® 6" D.G. <br />5EE UPLIFT CONNECTOR <br />5GHEVULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />2x6 FA5GIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />VALLEY 5ET <br />OVERFRAMING <br />rw <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />�V-E <br />�Twi <br />1'-0' <br />MAIN ROOF 5HEATHIN6 <br />FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYPICAL OYERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />BOND -BEAM <br />GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MASONRY PIER DETAr I L <br />SCALE: WS <br />TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 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 />2x FA5GIA <br />-5EE ARCH <br />FA5TEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOCKING IN EA. TRU55 BAY W 2 Y2'x0.131" <br />NAIL5 @ 6" O.G. <br />ROOF TRU55E5 <br />FA5TEN EA. 2x4 BLOCKING IN EA. -5EE PLAN <br />TRU55 BAY TO BOND BM, P44) <br />HILTI DNI12P8 PAF'5 <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOCKING w/ 2 Y2"xO.I31" NAIL5 <br />® 3"O.G. <br />UPLIFT CONNECTOR <br />-PER 5GHEDULE <br />8" GMU BOND BEAM W <br />(1) #5 BAR5 GONT. <br />KML <br />­ <br />—VERT WALL REINF. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />TO EXTEND INTO <br />BOND BEAM <br />4 HORZ. REINF. 5PEG5 <br />P RETROFIT DETA IL <br />(GALE: 9/4"■I'-0" <br />SECTION <br />%GALE: 3/4'■I'-0' <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. AALL <br />REINFORCING DETAIL <br />SGAL & NT5 <br />5EE DETAIL I ON <br />5TRUCTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W <br />51MP5ON M5TMI6 TWI5T STRAP, <br />FA5TEN STRAP TO GMU W (4) A" DIA. x 2 <br />Y4" L0N6 TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />ROOF TRU55E5 o EVERY OTHER BAY <br />FA5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPCON5. FA5TEN BLOCKING TO ROOF <br />TRU55E5 W (2) 3 Y4"x0.131" NAIL5 ® EA. END. <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"xO.131" <br />8" GMU BOND BEAM w/ <br />(1) #5 BAR5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />BY WINDOW/DOOR <br />MANUFAGTURER <br />i 5HANK <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FASTENED TO BOND BM. <br />WY4" VIA. x 5V4" TAPGON <br />(2)3 Y2 "x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />NOTES: <br />I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPCON5 6" <br />FROM EN05 AND 16" O.G. MAX. TAPCON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. <br />5TRU6TURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X 5UCK5 SHALL BE PERMITTED FOR THE 5AME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2Y2"xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'S 5PEG5. <br />W I NDONVOOR BUCK DETAIL <br />SGAL.C: NT5 <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE %'" DIA. HOLE FOR <br />5EE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT 5HOWN <br />IN5TRUGTION5. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15T'6 I I CL <br />CL <br />SLAB, EPDXY d DRIVE <br />5 DOWEL, PROVIDE MIN. <br />50" LAP 5PLIGE I I <br />g <br />- I I I <br />z <br />G <br />� � I <br />GRADE <br />-1�I-III-ICI-ICI rm-11: <br />1i <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NT5 SIM. • G40i1 STEM MR DROPPED 6RADE <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LENGTH <br />DROPPED <br />BEAM5 <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE= S/4"■ I'-0" <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: �\\\N111 GI I ill///,�qp ? <br />i • ' rV <br />�� �ORIDP • G�'�' ��� <br />© copyrig�tf� �(NL�\\\``` <br />St� oahg. Inc. <br />oz <br />Z <br />Jiz <br />w <br />w <br />z <br />\/ Z <br />i Z <br />w a <br />J <br />E <br />Z= a8 <br />H A <br />c� r Q <br />= c E <br />oc <br />W F- � <br />N <br />oc 0! A <br />Z <br />W <br />0 <br />y m <br />W N <br />� g n <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 01-14-2 2 <br />REVISIONS: <br />date: initial: <br />03/11/22 DJR <br />MMWM u OPMffATM IMYM a+ <br />Lo <br />o <br />LL <br />W <br />O <br />z <br />0 <br />� <br />J <br />� <br />4 <br />(n <br />9 <br />z <br />�-' <br />U <br />� <br />CL <br />N 4 <br />LL <br />0) U) <br />C) <br />J J <br />sheet: <br />SDW2 <br />