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0 <br />FASTEN ROOF SHEATHING <br />TO FASCIA WITH 2 3/b"x0.113" <br />RIN6 SHANK NAILS <br />6" O.G. <br />J. <br />LU <br />wX <br />2x6 FA5G I A <br />-SEE ARCH <br />5" GNU BOND BEAM <br />N/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />8 HORZ. REINF. SPECS <br />ROOF TRUS <br />-SEE PLAN <br />(2)3 Y2"x0.131" <br />8" GMU BOND BEAM wi <br />(1) #5 BARS GONT. <br />8" REINF. GNU WALL - <br />-SEE PLAN FOR VERT. <br />$ HORZ. REINF. 5PEG5 <br />i SECTION <br />PROVIDE SOLID SHIM BETW'N TRUSS <br />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 />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />SHANK <br />2x4 FLAT BLOGKIN6 ® 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 />&Hd To IF �N <br />BY WINDON/DOOR <br />MANUFACTURER <br />NOTES <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />NINDON/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF W(,"x4" TAP6ON5 6" <br />FROM ENDS AND 16' O.G. MAX. TAPCON5 TO BE I Y2" MIN. FROM E06E OF <br />BUCK. <br />2. BUCKS LE55 THAN 2X TO BE FASTENED N/ GUT NAILS OR EQUIVALENT. <br />STRUCTURAL CONNECTION OF NINDOW/DOOR TO STRUCTURE BY OTHERS IN <br />TH15 CASE. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUCKED OPENING, USE (5) RON5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REOUIREMENT5 (FASTENING) ARE MET. <br />5. ADDITIONAL WOOD 6UGK MATERIAL MAY BE FASTENED TO 2X BUGK N/ (2) <br />ROW5 OF 2 Y2"x0.131" NAILS ® 16' O.G. FASTEN WINDOW/DOOR TO 2X PER <br />NINDOW/DOOR MANUFAGTURER'5 5PEG5. <br />WINDOW/DOOR BUCK DETAIL <br />SCALE: wry <br />BOND -BEAM <br />_.,__�GONTIN. PRECAST HEADER ------'- <br />8" GNU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EOUIV. OR EOUIV. <br />DOUBLE WINDOW <br />Q�MA� ONR`I' PIER DETAIL Mrs TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETN'N TRUSS <br />CONNECTOR IF TRUSS LOCATED <br />LE55 THAN 1 Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF SHEATHING TO <br />FASCIA WITH 2 %"xO.113" <br />RING 5HANK NAILS @ 6" O.G. <br />2x6 FASCIA <br />-5E[ ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATIONS. <br />5EGTION <br />3 SCALE: 8�4"=r-0' <br />VALLEY SET <br />OVERFRAMING <br />FASTEN EACH OVERFR <br />TRUSS TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />24" O.G. <br />T1'P I CALL OVERT=RAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />RETR0r1T DETAIL <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR SPECIFICATIONS <br />CONNECT EACH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL N/ (1) #5 BENT <br />DOWEL w/ 24" LEG5 <br />ROOF SHEATHING <br />ROOF TRU555 <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />51MP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU H/ (4)Y4" DIA. x 2 <br />Y4" LONG TITEN 56REN5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />PROVIDE 2x FLAT BLOCKING FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU N/ (5) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRU55E5 w/ (2) 3 Y4"xO.131" NAILS @ EA. END. <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />T1'P. CORNER VERT. HALL <br />REIWORCINCG DETAIL <br />WALE: NM <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE %" DIA. HOLE FOR <br />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15T'6 IX <br />SLAB, EPDXY 4 DRIVE <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP SPLICE I <br />N) <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />GRADE u <br />— 'IIIIIIIII�IIIIII �� IIIII <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NT5 51M. s OW STEM FOR DROPPER 6RA>DE <br />LETTERED DETAILS ARE TYPICAL FOR <br />THI5 HOME � SHALL BE IMPLEMENTED IN <br />ALL APPLIGABLE AREAS. THESE <br />DETA I L5 ARE NOT "CUT" ON THE PLAN5. <br />NUMBERED DETAILS ARE PLAN <br />SPECIFIC AND ARE ONLY REGU I RED <br />WHERE SPECIFICALLY INDIGATED <br />("GUT") ON THE PLAN5. <br />seal: �\\q\tt <br />i)//•f <br />qp�'\\ cs G_ Fq? <br />No�- <br />® 1 � B 1x gg� — <br />o&1 <br />1gee ZZ <br />, !I <br />© copyright <br />SttrUcctu a <br />enng, Inc. <br />a. � <br />Z <br />CC <br />w <br />w <br />Z <br />o0 <br />r- <br />Z <br />< <br />� <br />w <br />L <br />QCD <br />< <br />z <br />.n0 <br />U <br />CU <br />It = <br />A <br />-.4- �Q <br />ai <br />pC <br />c <br />a� <br />cn <br />q <br />E <br />Q <br />WJ z <br />�2o <br />CP <br />W <br />Y co <br />ocoo <br />y <br />m Ln <br />LU <br />C N <br />CY7 a <br />W project number: <br />068-200 1 1 <br />project mgr: <br />N J M <br />drawn by: <br />KG K <br />issue date: 04-1 7-20 <br />REVISIONS: <br />date: initial: <br />Q) <br />d <br />(n <br />O <br />J <br />J <br />LL <br />,Q <br />H <br />w <br />Q <br />(D <br />W <br />z <br />0CL <br />w <br />d <br />� <br />a <br />UJ <br />Q <br />O z <br />W <br />� <br />J J <br />sheet: <br />