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FA5TEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />® 6" O.G. ----% <br />w <br />z< <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 />5GHEDULE ON PLAN5 FOR <br />CONNECTOR <br />5PEGIFIGATION5 <br />8" GMU BOND BEAM - <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. 5PEG5 <br />I T�/I ON <br />SCALE: <br />TRU55 OVERFRAMING <br />PER PLAN --� <br />SECTION <br />20 SCALE: .i/4e=I'-0e <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 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 />2x6x12" OR CL OF OPENING <br />2XSXI2 P.T. <br />CENTER BUCK <br />• <br />• 3/8' DIA. ANCHOR <br />2X4 P.T. TOP BUCK <br />2X6 OR 2X8 P.T. BUCK <br />EACH 510E OF OPENING <br />-VERIFY CONN. REQ'MT W <br />DOOR MANUFACTURER <br />PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE I Y2"x3W <br />THICK WA5HER W/ EACH ANCHOR (15T BOLT <br />TO BE 8" MAX ASV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G) <br />5TART BOLT5 AFTER <br />GARAGE CURB (8" MAX) <br />GARAGE DOOR BUCK DETAIL <br />K SCALE: NTs <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FA5TEN ROOF SHEATHING TO <br />FA5GIA WITH 2 %"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />2x6 FA5GIA <br />-5EE ARCHvr <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL W (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />SECTION <br />3 SCALE: S/4'-I'�Oe <br />VALLEY 5ET <br />OVERFRAMIN6 <br />MAIN ROOF 5HEATHIN6 <br />FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OVER�RAM 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 51LL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />QjMA5ONR%( PIER DETAIL <br />E= NTS TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER 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 <br />BLOGKING IN EA. TRU55 BAY w/ 2 <br />NAIL5 o 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. WW <br />HILTI ON112P8 PAF'5 <br />FA5TEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 W 2 Y2"x0.131" NAILS <br />® 3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS CONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />p RETR01=O1 T DE <br />I— SCALE= 8/4e=I',• TA I L <br />SECTION <br />SCALE: S/4'=1'-0' <br />ALL LAPS IN MA50NRY 25" <br />102211► dWym <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />SCALE: NM <br />5EE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TW15T 5TRAP. <br />FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 56REW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKING FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 YY LONG <br />TAPGON5, FA5TEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 Y4"xO.131" NAILS ® EA. END. <br />TRU55E5 <br />PLAN <br />T CONNECTOR <br />5GHEDULE <br />WALL REINF <br />(TEND INTO <br />BEAM <br />ROOF TRUS <br />-5EE PLAN <br />(2)3 YYXOJ�_ <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />2 %"xO.113" RING SHANK <br />2x4 FLAT 13LOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4" DIA. x %" TAPGON <br />(2)3 Y2"xo.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />01EKW <br />1'-0' <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF Wb"x4" TAPGON5 6" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ OUT NAILS OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TING 2X <br />BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />KEN W I NDONDOOR BUCK DETAIL <br />SCALE: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE!Y4" DIA. HOLE FOR <br />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />I N5TRUGTI ON5. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15T'G \\ I,/ <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP 5PLIGE I I <br />�I I <br />co GRADE <br />5EE TYP. FOUNDATION <br />DETAIL5 FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />J IN GROUTED CELL <br />I_ <br />z <br />I � <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE= NTS SIM. • CMrJ STEM FM DROPPED 6RADE <br />P.T. <br />P0 <br />PO5T <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 3/4'=1'-0" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal::'e``Y13 <br />GO- f . <br />J <br />w �' Me 77824 '. <br />* <br />a . 0 <br />, STATE OF <br />0POP ' <br />4- __ <br />* Cr <br />© coPYngh . � \�g <br />St r�M�n, <br />nc. <br />z <br />Z_ <br />m <br />w <br />w <br />cm <br />_Z <br />c� <br />Z <br />8 <br />W <br />Ga. <br />+ < <br />Z= <br />.a <br />v <br />It_ <br />A <br />�a <br />W W <br />�E <br />:2 <br />5 g <br />=a <br />00 E <br />Q. <br />�, o <br />_!'_ <br />Z <br />W <br />O <br />o <br />e <br />�CA <br />W <br />m _ <br />6N <br />C. <br />M C. <br />IV <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />JSB <br />drawn by: <br />BC <br />issue date: 0 5. `j `[ .2 1 <br />REVISIONS: <br />date: initial: <br />sheet: <br />Q <br />0 <br />U. <br />J <br />UJ <br />N <br />� <br />Ca <br />z <br />a <br />0 <br />n <br />z <br />4 <br />� <br />0 <br />(0 co <br />Ca <br />� J <br />SD-2 <br />