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e <br />49 <br />FA5TEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %"x0.113" <br />RIN6 5HANK NAIL5 <br />® 6" O.G. <br />w <br />_ < <br />2xb FA5GIA <br />-SEE ARGH <br />8" CMU BOND BEAM <br />W/ (1) #5 GONT. <br />__ J <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />I SECTION <br />SCALE: S/4"=1'-0' <br />TRU55 OVERFRAMIN6 <br />PER PLAN —� <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 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 M015TJRE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />5EE UPLIFT CONNECTOR OOF TRU <br />5GHEDULE ON PLANS FOR <br />CONNECTOR PER PLAN <br />5PEGIFIGATION5 _ <br />8" GMU BOND BEAM PROVIDE M015TLRE BARRIER <br />W/ (I) #5 GONT. PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. VERT WALL REINF. TO <br />8 HORZ. REINF. 5PEG5 EXTEND INTO BOND BEAM <br />20 SECTION <br />SCALE: 3/4'=1'-0' <br />BOND -BEAM — <br />_.,___—GONTIN. PREGA5T HEADER�PE <br />4 <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EOUIV. OR EOUIV. <br />DOUBLE WINDOW <br />MA�50NRY PIER DETAr I L <br />L SCALE: NT5 TRIPLE WINDOW SIM. <br />2x4 ® I6"o.c. FA5TENED <br />TO GABLE END TRU55 w/ <br />FA5TEN 5HEATHIN6 TO 2x4 <br />2x4 BLOGKIN6 w/ <br />(20'xO.131" TOENAILS. <br />BLOGKIN6 w/ 2 %"xO.113" <br />(3)3 Y4"x0.131" <br />RIN6 SHANK NAIL5 ® 4"O.G. <br />TOENAIL5 EACH END <br />MAX <br />2'-0" MIN <br />X.71v- <br />GABLE END VERTICAL WEB <br />REINFORGIN6 A5 REOURIEDROOF <br />5HT6 <br />i <br />(4) 3Y4"x0.131"BY <br />TRU55 MANUF.I <br />SHALL BE <br />NAIL5 <br />2x8 P.T. PLATE FA5TENED <br />GONT. 24" MIN <br />TO BONDBW/M. Y2" DIA. <br />ONTO ROOF <br />ANCHOR BOLTS ® 32" O.G. <br />WITH l" (MIN) EMBEDMENT. <br />EXTERIOR 5HEATHIN6 EDGE <br />NAILING - 2 Y2"xO.131" NAIL5 <br />® 6"O.C. <br />FA5TEN BOTTOM GHORD OF <br />TRU55 TO P.T. SILL PLATE w/ <br />Y4" DIA. x3l'2" LON6 505 <br />° <br />5GREW5 ® 16" o.c. <br />PROVIDE M015TURE <br />2x4 BRACE w/2x4 T-BRACE, <br />5PAGED ®4 -O O.G. MAX. <br />PROVIDE 2x4 BLOGKIN6 ® 4e <br />BARRIER PLATE BELOW <br />FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131„ <br />O.G. IN FIRST (3) BAY5 OF <br />WOOD MEMBER5 ON GMU <br />NAIL5 ® 12" O.G. <br />ROOF TRU55E5-GUT TO FIT <br />(PER TRU55 MANUF) <br />(NOT REQ'D AT TRU55 HEIGHTS <br />T16HT BETWEEN TRU55 BOTTOM <br />GHOR05 AND NOTCH AROUND <br />8„ GMU BOND BEAM w/ <br />�� <br />4 -I OR SHORTER) <br />SILL PLATE <br />(1) #5 BAR GONT. <br />FASTEN DRYWALL TO <br />8" REINF. GMU WALL <br />VERT WALL REINF. TO <br />BLOGKIN6 w/ SCREWS <br />/NAIL5 ®6" O.G. <br />-5EE PLAN FOR VERT. <br />EXTEND INTO BOND BEAM <br />d HORZ. REINF. 5PEG5 SECTION <br />2 SCALE: 3/4"=1'-0' <br />VALLEY 5ET <br />OVERFRAMIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />TYP I CALL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />BY WINDOW/DOOR <br />MANUFACTURER <br />In ' • • W, IW"IHM <br />PROVIDE SOLID 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 />FA5TEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"xO.113" <br />RIN6 5HANK NAIL5 ®b" O.G. <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />2x6 FA5GIA <br />-5EE ARCH <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PECIFIGATION5. <br />ALL LAPS IN MA50NRY 25" <br />- RUNNING BAR —, <br />#5 BENT CORNER BAR <br />N ROOF TRU555 GROUTED CELL <br />T1'P. CORNER PERT. WALL <br />RE I NI=ORC I NG DETAIL <br />SCALE: NTS <br />NOTES: <br />I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF <br />WINOOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3%6"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 5TRUGTURE BY OTHER5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENIN6, 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 SAME OPENIN6 <br />IF WINDOW MANUFACTURER AND PLAN REOUIREMENT5 (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) <br />ROWS OF 24/2"xO.131" NAIL5 ® 169" O.G. FA5TEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />GW I NDOW/DOOR BUCK DETAIL <br />H SCALE: NTs <br />N <br />w <br />W <br />Q <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LEC75 <br />SECTION <br />3 SCALE: 3/4"4-0' <br />ROOF TRU5 <br />-5EE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM m <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />(1) #5 IN <br />E4 <br />BOND BEAM <br />W <br />I <br />PREGA5T LINTEL, 5EE PLAN <br />FOR 5PEGIFIGATION <br />VERTICAL REINFORCEMENT PER <br />PLAN <br />(1) #5 VERTICAL IN 6ROUT FILLED CELL <br />(IF REM? PER PLAN) <br />NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES <br />PERT. REINFORCING DETAIL <br />J SCALE: NT5 <br />4x6 P.T. <br />P05T <br />DROPPED <br />BEAM5 <br />PER PLAN <br />7 5HANK <br />SECTION <br />PROVIDE (1) <br />51MPSON L5TAI8 <br />5TRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, 9" MIN <br />END LENGTH <br />REAR WOOD LANAI <br />TYP. BEAM TO POST CONN. <br />SCALE: 5/4"=1'-O' <br />NOTE5: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP5ON ET EPDXY). 5EE TYP. FOUNDATION <br />2xbxl2" OR 2. PROVIDE 3/4' DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />Ck OF OPENIN6 DOWEL, BLOW OR BR95H GLEAN. <br />2X8XI2 P.T. 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN <br />CENTER BUCK IN5TRUGTION5. HERE <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DIA. ANCHOR DRILL 6" INTO EX15T'6 I I Q IN 6ROUTED CELL <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. <br />2X4 P.T. TOP BUCK 30" LAP 5PLIGE I I I O <br />ry I I z <br />2X6 OR 2X8 P.T. BUCK I I I <br />EAGH 51DE OF OPENING <br />-VERIFY CONN. REO'MT w/ <br />DOOR MANUFACTURER ` <br />PROVIDE (5) %," DIA. J-BOLT W/ 5-Y2° GRADE _ _ „ 1 M I —I I=I Ii ,I <br />EMBEDMENT AT EACH DOOR BRACKET, I <br />EACH 51DE OF DOOR. PROVIDE I Y2"x%," O =I I —I I — III=III < .a : I —III —III —I I - <br />THICK WASHER W/ EACH AN (IST BOLT -' _, I I I I I I I I I a <br />TO BE 8" MAX ASV. CURB REST EQUALLY <br />5PAGED APPROXIMATELY 24" O.G.) <br />5TART BOLT5 AFTER <br />6ARA6E CURB W' MAX.) <br />GARA &E DOOR BUCK DETAr I L <br />K SCALE: NTS <br />MISSED DOWEL RETROP I T DETAIL <br />SCALE: NTS SIM. • CMU STEM FOR DROPPED GRADE <br />2x4 FLAT BLOGKIN6 ® 16" o.c. <br />FASTENED TO BOND BM. <br />w/Y4' DIA. x %4" TAPGON <br />(2)3 Y2"x0.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />RETNF%�IT <br />DETAIILP SCALE <br />5EE DETAIL I ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO CMU w/ <br />51MP50N M5TMI6 TW15T 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 TRU55. <br />PROVIDE 2x FLAT BLOGKING FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FA5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FA5TEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 Y4"xO.131" NAIL5 ® EA. END. <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEC I F I C AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: <br />14 �, <br />�0 7 <br />••; <br />a• AT <br />p' <br />O , <br />F� <br />�i� ` <br />© copyright MULARRVR11L <br />Structural Engineering, Inc. <br />aCD <br />Z <br />JCE <br />W <br />w <br />04 <br />cD <br />z <br />w <br />oa. <br />J <br />� <br />Z= <br />itU <br />A <br />'t L <br />-� <br />cc <br />W F- <br />:2 <br />_J <br />O° E <br />a <br />J� <br />> A <br />Qo <br />as <br />Z <br />W <br />p <br />o <br />W <br />o cccr�� <br />Com <br />W <br />U-) <br />$ N <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />drawn by: <br />DJ R <br />issue date: 01-17-2 <br />2 <br />REVISIONS: <br />date: initial: <br />0 <br />w <br />� <br />J <br />� <br />W <br />z <br />J <br />UJ <br />a. <br />� <br />UJ <br />2 <br />U <br />3: <br />< <br />r� <br />of <br />0) Y <br />~ <br />W <br />Z <br />J J <br />sheet: <br />SD-2 <br />