Laserfiche WebLink
BOND-BEAM-� <br />f—GONTIN. PREGA5T HEADER <br />W GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />TT <br />DOUBLE WINDOW <br />MA50NRY PIER DETAIL <br />SCALE: NTS <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE %0 DIA. HOLE FOR <br />DOWEL, BLOW OR 5RU5H GLEAN. <br />3. FOLLOW MANUF. IN5TALLATION <br />IN5TRUGTION5. <br />TRIPLE WINDOW SIM. <br />5EE TYP. FOUNDATION <br />DETAIL5 FOR ADDITIONAL <br />INFORMATION NOT 5HOWN <br />HERE <br />FUTURE 8" GMU <br />BLOCK #5 YERT. BAR TO BE <br />I <br />DRILL 6" INTO EXI5T'6 I LOGATED PER PLAN IN 6ROUTED GEI L <br />5LA8, EPDXY 8 DRIVE <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP 5PLIGE I I t <br />I I z <br />4.. <br />GRADE I Ml I I —I I 1=111-11 i. <br />III=1I1=1I =IIIA4I I —I II —III —III—''' <br />III —II I —III —II a I —I I I—II1=111- <br />Q —III-111-111 III=1I1=1 I <br />— '—III—III—I I' Q 1=1 11=1 11- <br />'=111=111 <br />M 155ED DOWEL RETROP I T DETAIL <br />51 SCALE: NTS SIM. • cMu STEM MR DROPPED 6RADE <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />51MP50N G520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, 9" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />SEE DETAIL I ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />4FO NOT 5HOWN HERE <br />A5TEN EA. ROOF TRU55 TO GMU w/ <br />IMP5ON M5TMI6 TW15T 5TRAP. <br />A5TEN 5TRAP TO GMU W (4) Y4" DIA. x 2 <br />." LONG TITEN 5GREW5 <br />ROVIDE M015TURE BARRIER <br />'LATE (PER TRU55 MANUF) <br />AGH TRU55. <br />'ROVIDE 2x FLAT BLOCKING FIT T16HT TO <br />:OOF TRU55E5 o EVERY OTHER BAY <br />A5TENED TO GMU W (3) Y4" DIA. x 3 Y2" LONG <br />APGON5. FA5TEN BLOGKIN6 TO ROOF <br />RU55E5 w/ (2) 3 Y4"x0.131" NAILS ® EA. END. <br />p RETRO� 1 T DET 1 L <br />FASTEN EVERY OTHER <br />TRU55 (w/ WEB BLOGKIN6 <br />A5 REQ'D) TO 2x BLOGKIN6 <br />w/ (I) 51MP5ON A35 CLIP — <br />Q SCALE: s <br />RETR710 <br />O <br />T DETAIL <br />STAIRS <br />(2)2x8 FLUSH BEAM <br />BEYOND <br />(1) 51MP50N A35 GLIP (3)IOd r::1LNAILS <br />0 EA. 5TRIN6ER ®EA. J015T <br />2x8 LEDGER FASTENED TO <br />GMU w/ (2) Y4" DIA. x Y'2" <br />LONG TAPGON5 ® 16" O.G. <br />2x8 LANDING <br />J015T ® 16" O.G. <br />2x OR 1" 055 <br />DEGKIN6 <br />(TYP-) —� EXTERIOR <br />GMU WALL <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />STRINGER5 <br />(I) 51MP5ON A35 <br />® EA. 5TRIN6ER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />W/(3)WW'VIA. x�'4" <br />LONG TITEN 2 5GREW5 <br />5EE DETAIL 31 ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />PROVIDE 50LI0 <br />BLOGKIN6 A5 REQ'D <br />FOR STRAP FASTENING <br />FULL DEPTH BLOGKIN6 <br />(' 05B (MIN), 13/4" LVL OR TRU55 <br />FLOOR TRU55E5 BLOCKING PER MANUF) 0 4W <br />-PER PLAN O.G. FASTENED TO 2x BLOGKIN6 <br />W (1) 51MP50N A35 CLIP <br />FASTEN EVERY OTHER TRU55 TO GMU <br />w/ 51MP50N MT5MI6 TW15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. <br />x 2 Y4" LONG TITEN 5GREW5 <br />2x6 FLAT BLOCKING (BETWEEN TRU55E5 <br />- I6" MIN. LENGTH) FASTENED DOWN TO <br />GMU w/ (3) YW DIA. x 3 Y2' LONG <br />TAPGON5 ® EA BAY. FASTEN RIBBONL, <br />THRU WALL 5HT6., TO 2x BLOGKIN6 w/ <br />%WxO.131" NAILS ® 3" o.c. <br />FLOOR TR155E5 <br />- 5EE PLAN <br />FLOOR G.T. ' <br />- PROVIDE VERTIGAL5 <br />OR 50LID BLOGKIN6 <br />EA. STRINGER LOCATION <br />STAIR SECTION <br />I SCALE: 3/4"=1'-0' <br />(1) 51MP50N . <br />A35 CLIP <br />EA. 5TRINGER <br />2x OR 1" 055 <br />DEGKIN6 <br />(TYP) <br />(2)2x8 FLUSH BEAM <br />5EE DETAIL 38 ON <br />5TRUGTURAL PLAN5 FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FLOOR TRUSSES <br />-PER PLAN <br />FASTEN BLOGKIN6 TO GMU w/ 51MP50N <br />MT5MI6 TW15T STRAP. FASTEN STRAP <br />TO GMU wl (4) Y4" DIA. x 2 Y4" LONG <br />TITEN 5GREW5 <br />2x6 FLAT BLOGKIN(5 TO EA. 51DE OF <br />05B BLOCKING (16" MIN. LENGTH) <br />FASTENED DOWN TO GMU w/ (3) Y4" DIA. x <br />3)Y LONG TAPGON5. FA5TEN LADDER <br />TRU55, TO 2x BLOGKIN6 w/ 3"xO.131" <br />An TOENAIL5 ® 3" o.c. <br />RETROFIT DETAIL <br />R SCALE: S/4"=I'-0' <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) STRINGERS <br />(1) 51MP50N A35 CLIP <br />® EA. 5TRIN6ER <br />2x4 BLOGKIN6 BETWEEN <br />5TRIN6ER5 FASTENED TO <br />BEAM BELOW w/ (3)IOd NAIL5 <br />2x8 LANDING <br />J015T ® 16" O.G. <br />(3)IOd TOENAILS <br />® EA. J015T <br />2x8 LEDGER FASTENED TO <br />GMU W (2) Y4" DIA. x 3►'4" <br />LONG TITEN 2 5GREW5 <br />16" O.G. <br />GMU WALL <br />seal: -,6p0 <br />ht �rftfL4 j ' <br />O co � `kA\\��1§'� <br />PY�9 �i�Ka <br />Structural Engineering, Inc. <br />ncm <br />Z <br />z <br />JLU <br />W <br />W <br />Z_ <br />CD <br />Z <br />W <br />J <br />d <br />CIDQ <br />°C <br />.n <br />� E <br />U <br />-letg <br />pC <br />Cn <br />c <br />t <br />J'= <br />Z <br />Q <br />W <br />p <br />o <br />y <br />W <br />o <br />m <br />mo N <br />OC <br />c+) a <br />M&K project number: <br />068.2001 1 <br />project mgr: J.SB <br />drawn by: MJT <br />issue date: 01-2 6-21 <br />REVISIONS: <br />date: initial: <br />LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETA I L5 ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLAN5. <br />sheet: <br />SDo,43 <br />