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FASTEN ROOF SHEATHING <br />TO FA5GIA WITH 2 Vo"xO.1I3" <br />RIN6 SHANK NAILS <br />® 6" O.G. —� <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 />t HORZ. REINF. 5PEG5 <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />5EE 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 />OIKIS_/Vi-0" <br />5EE UPLIFT CONNECTOR - <br />5GHEDULE ON PLANS 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 />r€ HORZ. REINF. 5PEG5 <br />TRU55 OVERFRAMING <br />PER PLAN --� <br />ROOF TRUSSES <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 />:20 9SECTION <br />2xbxl2" OR CL OF OPENING <br />2X8XI2"P.T. <br />CENTER BUCK <br />DIA. ANCHOR <br />2X4 P.T. TOP BUCK <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"xW(," <br />THICK WASHER W/ EACH ANCHOR 05T BOLT <br />TO BE 8" MAX ABV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G.) <br />START BOLT5 AFTER <br />GARAGE GURB (8" MAX) <br />K G Rt111 DOOR BUCK DETAIL <br />SCALE: <br />PROVIDE 50LI0SHIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE% THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN UT <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN67 TO <br />FA5GIA WITH 2 9/e"xO.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />2x6 FA5GIA -� <br />-5EE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />CONNECT EACH END OF <br />MA5ONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />SECTION <br />VALLEY 5ET <br />OVERFRAMIN6 <br />ROOF 5HEATHIN67 <br />FA5TEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />ERNE 1: -.r- <br />TYP I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />BOND -BEAM <br />f-GONTIN. PREGA5T HEADER <br />8' GMU PIER <br />ENTIRE COLUMN TO <br />BE 6ROUT FILLED <br />GA5T-CRETE GA5T-GRETE <br />WINDOW SILL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MASONRY PIER DETAIL <br />SCALE: NTS <br />MKI 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 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-5EE ARCH <br />FASTEN EXTERIOR 5HEATHING TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"x0.131" <br />NAIL5 o 6 O.G. <br />ROOF TRU55E5 <br />I Ld <br />FASTEN EA. 2x4 BLOGKING IN EA. -5EE PLAN <br />TRU55 BAY TO BOND BM. w/(4)/ ri <br />HILTI DNI12P8 PAF'5 <br />FA5TEN EXTERIOR SHEATHING TO <br />2x BLOGKING w/ 2 Y2'x0.131" NAIL5 <br />® 3"O.G. - <br />UPLIFT CONNECTOR <br />-PER 5CHEOULE <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />VERT WALL REINF. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />TO EXTEND INTO <br />BOND BEAM <br />$ HORZ. REINF. 5PEG5 <br />RETROFIT DETAIL <br />P SCALE: 9/4"=I'-0" <br />&!41TS <br />ION <br />ALL LAP5 IN MA50NRY 25" <br />DIIAIAIIAIr GAD <br />#5 BENT CORNER BAR <br />GROUTED GELL <br />TYP. CORNER PERT. WALL <br />REINFORCING DETAIL <br />SGALM NTS <br />5EE DETAIL I ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />4FO NOT 5HOWN HERE <br />A5TEN EA. ROOF TRU55 TO GMU W <br />IMP50N M5TMI6 TW15T STRAP. <br />A5TEN STRAP TO GMU W. (4) A" DIA. x 2 <br />LONG TITEN 5GREW5 <br />ROVIDE M015TLRE BARRIER <br />LATE (PER TRU55 MANUF) <br />AGH TRU55. <br />ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />:OOF TRU55E5 ® EVERY OTHER BAY <br />A5TENED TO GMU W (3) A" DIA. x 3,Y LONG <br />APGON5. FASTEN BLOGKING TO ROOF <br />RU55E5 w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM wv <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 />MANUFACTURER <br />i 5HANK <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FA5TENED TO BOND BM. <br />w/Y41DIA. x 54 TAPGON <br />(2)3 Y2 "x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND 13EAM <br />FE <br />TION S/4"=I'-0' <br />NOTES: <br />I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF W6"x4" TAPGON5 6" <br />FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHER5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X <br />BUGKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. <br />EA. 5UGGE551VE BUCK. <br />4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />ROW5 OF 2-Y2"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />WI NDOW/DOOR BUCK DETAIL <br />H SGALft NTS <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP FOUNDATION <br />2. PROVIDE V4" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />IN5TRUGTION5. <br />FUTURE 8 GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXI5T6 I i IN GROUTED CELL <br />SLAB, EPDXY d DRIVE I <br />#5 DOWEL, PROVIDE MIN. I - <br />30" LAP 5PLIGE <br />GRADE <br />=1 I I=1 I I I=III A4I I—III—III—III—W <br />Q —III—i�1—ICI II�II—i—III — <br />— '—III—III—III a I—III—I1I7 <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. • 0111,11 STEM FM DROMD 6RAOE <br />P.T. <br />PO <br />POST <br />PROVIDE (1) <br />51MP50N G520 <br />5TRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, 01" MIN <br />END LENGTH <br />DROPPED <br />BEAM5 <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />WALE: 3/4"=I'-0" <br />.tYi°YR�e <br />seal. <br />��;•,''``,; -�tia it y <br />: �y. '.r J �re <br />O + IN i, <br />. <br />C" <br />o <br />copyright ; hllfJtal Eflld�it,`°°\`s structur <br />Inc. <br />g, <br />cz <br />z <br />w <br />w <br />z_ <br />N <br />CD <br />Z <br />w <br />a <br />J <br />� <br />Q <br />� <br />H <br />V <br />1 <br />� 4 <br />c <br />m <br />UJI cry <br />=a Q) <br />= <br />0° E <br />a <br />�Z <br />A <br />Q � <br />M <br />W <br />—Q <br />y <br />W <br />m <br />c N <br />W <br />c+r) n <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />MJT <br />issue date: 0 <br />1.26-2 1 <br />REVISIONS: <br />date: initial: <br />aq <br />C <br />J <br />W <br />N <br />� <br />z <br />z0 <br />� <br />Q <br />J� J <br />LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SDM2 <br />