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■ <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"W.113" <br />RING SHANK NAILS <br />® 6" O.G. -� <br />2x6 FA5GIA <br />-SEE 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. SPECS <br />SEE UPLIFT GONNEGTOR — <br />SGHEDULE ON PLANS FOR <br />CONNECTOR <br />SPECIFICATIONS <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />PROVIDE 50LID 5HIM BETW'N TRU55 <br />4 CONNECTOR IF TRU55 LOGATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPIGAL RETROFIT DETAIL P. <br />— SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />I As <br />FTS <br />INCA/4"=1'_0 <br />TRU55 OVERFRAMIN6 <br />PER PLAN <br />ROOF TRUSSES <br />PER PLAN --� <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />2xbxl2 OR Ck OF OPENING <br />2X6XI2 P.T. <br />CENTER BUGK <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 MANUFAGTURER <br />PROVIDE (5) 3/e" DIA. J-BOLT W/ 5Y2" <br />EMBEDMENT AT EACH DOOR BRACKET, <br />EACH SIDE OF DOOR. PROVIDE IY2"x%" <br />THICK WASHER W/ EACH ANCHOR (IST BOLT <br />TO BE 8" MAX ABV. GURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G) <br />START BOLTS AFTER <br />GARAGE CURB (8" MAX) <br />GARAGE DOOR BUCK DETAIL <br />K SGALe= NT5 <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 Y <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"xO.I13" <br />RING SHANK NAILS ® 6" O.G. <br />2x(b FASCIA <br />-SEE ARCH Lt <br />REINF. MA50NRY LINTEL/ BEAM <br />- SEE PLAN FOR SPECIFICATIONS. <br />SECTION <br />3 SCALE= spa"=i�-o" <br />VALLEY SET <br />OVERFRAMIN6 <br />FASTEN EAGH OVERFR <br />TRU55 TO TR 65 BELO <br />WITH (1) 5IMP50N VTGR <br />® 24" O.G. <br />TYP I GAL OVERPRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />�— BOND -BEAM <br />_ ,GONTI N. PRECAST HEAVER---' <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GA5T-CRETE CAST-GRETE <br />_ WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />DOUBLE WINDOW <br />Q_vt ONRY P IER tt_DETA IL <br />NTS TRIPLE WINDOW SIM. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />d CONNECTOR IF TRU55 LOCATED <br />LE55 THAN 1 )2"" FROM CONNECTOR. <br />WHERE TRU55 IS GREATER THAN I YY <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />P RETROP I T DETA I L <br />SCALE= 3/4'ml'-0' <br />2x FASCIA <br />-SEE ARCH <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 <br />NAILS ® 6" O.G. <br />FASTEN EA. 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. w/(4) <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO <br />2x BLOGKIN6 w/ 2 Y2"x0.131" NAIL° <br />® 3"O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. SPECS <br />SECTION <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />RE I NPORC I NG DETAIL <br />SCALE: NM <br />SEE DETAIL I ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />PROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 34"x0.131" NAILS ® EA. END. <br />TRUSSES <br />PLAN <br />T CONNECTOR <br />5GHEDULE <br />WALL REINF <br />(TEND INTO <br />BEAM <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 )/2"x0.131" <br />8" GMU BONE <br />(1) #5 BARS ( <br />8" REINF. GM <br />-SEE PLAN F <br />4 HORZ. REINr-. 5t'tG5 <br />BY WINDOW/DOOR <br />MANUFACTURER <br />2 WxO.113" RING SHANK <br />2x4 FLAT BLOCKING ® 16" o.c. <br />FASTENED TO BOND BM. w/ Y4° <br />TAPGON <br />(2)3 Y2 "x0.131 " <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SECTION <br />� SCALE= 8/4"■ I'-0" - -- <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 W6"x4" TAPGON5 b" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUGKED OPENING, USE (3) ROW5 OF 3"x0.131" NAILS 5TAC-6ERED ® 12" O.G. <br />EA, SUCCESSIVE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME 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 2 Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />WINDOW/DOOR BUCK DETAIL <br />H SCALE: RM <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE %a" DIA. HOLE FOR <br />SEE TYP. FOUNDATION <br />DOWEL, BLOW OR BRUSH GLEAN. <br />DETAILS FOR ADDITIONAL <br />3. FOLLOW MANUF. INSTALLATION <br />INFORMATION NOT SHOWN <br />INSTRUCTIONS. <br />IRE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EX15T'G <br />SLAB, EPDXY 4 DRIVE I <br />IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP SPLICE I <br />r� <br />4x6 P.T. <br />z_ <br />P05T <br />PROVIDE (1) <br />= I I <br />51MP50N C520 <br />STRAP ON EACH <br />' <br />• <br />EXTERIOR FACE <br />° • <br />° III=III=III=III=1 <br />OF POST, 41" MIN <br />GRADE <br />I=1 I I—III—III=1 <br />END LENGTH <br />III=III-1 I =III— ' :� <br />• - <br />I 1=III__=1 I 1—III—� <br />DROPPED <br />° • <br />III—III=1 <br />I- <br />BEAMS <br />;III=1-1 __ 4 • <br />III -III ° <br />J <br />III-1I1- <br />El I —III - <br />1- <br />PER PLAN <br />M 155ED DOWEL RETROP I T DETAIL <br />SG" NT5 SIM. • CK STEM FM DROPPED 6MGE <br />REAR WOOD LANAI <br />T1'P. BEAM TO POST CONN. <br />SCALE= 9/4"=I'-O" <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH I5 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sealAt <br />����►►►►,, <br />F ���• <br />DEC 21 Q' C E•N �,��ti <br />No 724 <br />• %,� ; <br />STATE OF .'� <br />O• <br />6. <br />�' <br />RI <br />PY9� <br />c co rl <br />z <br />z <br />JW <br />�z <br />P4 <br />co <br />z <br />w <br />r- <br />as <br />J <br />Q <br />� <br />i— <br />v <br />cc <br />Q <br />c E <br />� <br />a <br />m � <br />y <br />Z <br />LU O <br />g <br />y <br />W <br />C <br />m <br />Q N <br />n <br />GIF <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />,J S B <br />drawn by: <br />M �J T' <br />issue date: 1 2-1 5-2 0 <br />REVISIONS: <br />date: initial: <br />J <br />N <br />W <br />0 <br />J <br />Q <br />U <br />I-LO <br />- <br />sheet: <br />'Q <br />0 <br />J <br />LL <br />� <br />W <br />N <br />� <br />z <br />0 <br />a <br />LO <br />z <br />d <br />O <br />� <br />4 <br />� <br />LO <br />~ <br />Z <br />Ca <br />� J <br />SDM2 <br />