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FA5TEN ROOF SHEATHING <br />TO FA5GIA WITH 2 3/9"x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />wLU <br />in <br />2xb FA5GIA <br />-5EE ARCH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8 REINF. GMU HALL - <br />-5EE PLAN FOR VERT. <br />I HORZ. REINF. 5PEG5 <br />PROVIDE 50LID SHIM BETW'N TR65 <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 />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />( ` VERT WALL REINF. TO <br />j EXTEND INTO BOND BEAM <br />&E, <br />ALE: 3/4'=CTION <br />5EE UPLIFT CONNECTOR - <br />5GHEDULE ON PLANS FOR <br />CONNECTOR <br />5PEGIFIGATIONS <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 />n <br />TRU55 OVERFRAMIN6 <br />PER PLAN <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 />20 SECTION <br />SCALE: S/4'=I'-0' <br />2x6x12" OR Ck OF OPENING <br />2XSXI2 P.T. <br />CENTER BUCK�� <br />3/8" 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 N/ <br />DOOR MANUFACTURER <br />PROVIDE (5) %' DIA. J-BOLT H/ 5-Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH 51DE OF DOOR. PROVIDE IY2"Al(b" <br />THICK WA5HER H/ EACH ANCHOR (15T BOLT <br />TO BE 8' MAX ABV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G) <br />START BOLT5 AFTER <br />6ARA6E CURB (8' MAX) <br />K GARAGE DOOR BUCK DETAIL <br />SCALE: NT5 <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />t CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN 1 Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %NO.113" <br />RING SHANK NAILS ® 6" O.G. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />2xb FA5GIA <br />-5EE ARCH <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 N/ 24" LE65 <br />SECTION <br />3 SCALE: a/4'=1'-0" <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 GAL OVER�RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.5. <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 51LL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />MASONRY PIER DETAIL <br />L SCALE: Nr5 TRIFLE WINDOW 51M. <br />PROVIDE SOLID SHIM BETH'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 />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAIL5 ® b" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. WW <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKING N/ 2 Y2"xO.13►" NAILS <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 />d HORZ. REINF. 5PEG5 <br />P RETRO� I T DETAIL <br />SCALE: 3/4"=1'-0" <br />SECTION <br />'Q' SCALE: si4"=r-0' <br />ALL LAP5 IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. WALL <br />RE I NrORG I NG DETAIL <br />SCALE: NM <br />5EE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU N/ <br />51MP50N M5TMI6 TWI5T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT 13LOGKIN6 FIT T16HT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FA5TENED TO GMU H/ (3) y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 N/ (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 TRU5 <br />-5EE PLAN <br />(2)3 Y2'xO.131" <br />8" GMU BOND BEAM Ni <br />(1) #5 BARS GONT. <br />8 REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d 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 />N/Y4" VIA. x 3v4" TAPGON <br />(2)3 Y2"xO.131" <br />VERT HALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />SCALE: 9/4'=1'-0' <br />NOTE-5: <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />HINDOH/DOOR, FASTEN BUCK TO MASONRY H/ (1) ROW OF %,'x4" TAPGON5 6" <br />FROM END5 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 NAILS OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X HOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENING, U5E (3) ROH5 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 REQUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) <br />ROH5 OF 2 y"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />W I NDOW/DOOR BUCK DETAIL <br />H SCALE: NTS <br />A <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />5EE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAIL5 FOR ADDITIONAL <br />3. FOLLOW MANUF. IN5TALLATION <br />INFORMATION NOT SHOWN <br />IN5TRUGTION5. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOGATED PER PLAN <br />DRILL 6" INTO EX15T'6 <br />I <br />IN 61ROUTED CELL <br />SLAB, EPDXY d DRIVE I <br />I <br />< <br />#5 DOWEL, PROVIDE MIN. <br />I <br />- <br />30" LAP SPLICE I <br />I I <br />O <br />— <br />I <br />I <br />.. <br />': <br />9 <br />4 . <br />i <br />a <br />" <br />III —III —III —I <br />6RADE <br />—III <br />I I —I I El I —I I —III_ <br />_ <br />' -I I I —I I I —I <br />_ —I 15'' <br />°d <br />—I I I —I I I —I 11 <br />1 I. <br />=1 I —I I=ITI—III <br />1=1 11=1 I I <br />' <br />�A°—�1 <br />I —I I —I <br />III —I 1I- <br />MISSED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. s CMU STEM FOR DROFFED 6RADE <br />4xb P.T. <br />P05T <br />PROVIDE (I) <br />51MP50N L5TAI8 <br />5TRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, q" MIN <br />END LEN6TH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 5/4'=1'-0" <br />LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. <br />se�+P�o <br />4 <br />N <br />-O °• AT 0 , <br />•° <br />© copyright : t1A1 %iLn 6 �^A <br />St ((�� Er�jm�len lir[ <br />a� <br />Z <br />JF= <br />w <br />LU <br />cD <br />z <br />w oa.. <br />J <br />Q <br />.a <br />H <br />� c <br />UJ � � m <br />y m <br />=J E <br />a ;. <br />JI- s <br />Z o <br />W Y <br />p o <br />y m _ <br />W 8 N <br />C ch o. <br />ONION <br />M&K project number: <br />068-200 T 1 <br />project mgr: J S B <br />drawn by: DJ R <br />issue date: 0 `j -1 4-2 2 <br />REVISIONS: <br />date: <br />sheet: <br />initial: <br />�P-4 q <br />qit <br />a <br />0 <br />0 <br />J <br />LL <br />� <br />z <br />a <br />z <br />d <br />O <br />U <br />IL <br />oQ <br />D <br />Q <br />�x <br />J <br />J <br />SDW2 <br />