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■ <br />BOND -BEAM <br />-.,----GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. - <br />DOUBLE WINDON <br />@�A���Nkl P I �� D�T� I LALETRIPLE WINDOW 51M. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. SIMPSON ET EPDXY). <br />2. PROVIDE %" 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 />IN5TRUGTION5. <br />HERE <br />FUTURE 8" GMU <br />BLOCK <br />#5 VERT. BAR TO BE <br />LOGATED PER PLAN <br />DRILL 6" INTO EXRIVE15T'6 <br />I <br />IN GROUTED CELL <br />SLAB, EPDXY 4 DI I <br />#5 DOWEL, PROVIDE MIN. i <br />- <br />a 30" LAP SPLICE <br />I � i <br />4 .. <. <br />6RADE <br />III-1 I I —III —III —I i <br />_ _ <br />-1 I I-1 I I —III —III `' <br />�� <br />I I —III —III —III � <br />-1 I —II 1=1 11-1 Il a a <br />o —ICI—ICI—ICI <br />-� —III—III—III ° e <br />a I <br />1—I <br />—I I I-1 I I —I I <br />I 1=1 I <br />M 155ED DOWEL RETRO1 IT DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE <br />4x6 P.T. <br />P05T <br />PROVIDE (1) <br />51MP50N L5TA18 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR lNOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 9/4"= I'-O" <br />p S <br />RO�IT D�T,�IL <br />2x OR I" 05B <br />DEGKIN6 — <br />(TYP.) <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 TN15T 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 BLOGKIN6 FIT TI6HT TO <br />ROOF TRUSSES @ EVERY OTHER BAY <br />FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRUSSES w/ (2) 3 Y4"x0.131" NAILS @ EA. END. <br />STAIRS <br />(2)2x8 FLUSH BEAM I- BEYOND <br />O 51MP50N A35 CLIP <br />® EA. STRINGER <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />5TRI N6ER5 <br />(1) 51MP50N A35 <br />® EA. STRINGER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />w/ (5) %" DIA. x 3Y4" <br />LONG TITEN 2 5GREW5 <br />2x8 LANDING <br />J015T @ 16" O.G. <br />FASTEN EVERY OTHER <br />TRU55 (w/ WEB BLOGKIN6 <br />A5 REQ'D) TO 2x BLOGKIN6 <br />w/ (1) SIMPSON A35 CLIP -� <br />(3)IOd TOENAILS <br />® EA. J015T <br />SEE DETAIL 31 ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />PROVIDE SOLID <br />BLOCKING A5 REQ'D <br />FOR STRAP FA5TENIN6 <br />zzx <br />FLOOR TRU55E5 <br />-PER PLAN <br />=#7FASTEN EVERY OTHER TRUSS TO GMU <br />w/ 5IMP50N MT5MI6 TN15T STRAP. <br />FASTEN STRAP TO GNU W (4) Y4' DIA. <br />x 2 Y4" LONG TITEN 5GREW5 <br />2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 <br />1>0 - 16" MIN. LENGTH) FASTENED DOWN TO <br />VQ GMU W (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGON5 @ EA BAY. FASTEN RIBBONL, <br />THRU WALL 5HT6., TO 2x BLOCKING w/ <br />AE %NO.131" NAILS @ 3" o.c. <br />R�TR01=1T n�T�IL <br />Q SCALE: 3/4"=1'-0" <br />2x8 LED6ER FASTENED TO <br />GNU w/ (2)Y4" DIA. x 3Y4" <br />LONG TITEN 2 5GREW5 <br />EXTERIOR <br />GMU WALL <br />FLOOR TRUSSES <br />- SEE PLAN <br />FLOOR G.T. <br />7 <br />- PROVIDE VERTIGAL5 <br />OR 50LID BLOGKIN6 <br />EA. 5TRIN6ER LOCATION <br />(1) SIMPSON <br />A35 CLIP <br />EA. 5TRIN6ER <br />(2)2x8 FLUSH BEAM <br />FULL DEPTH BLOCKING <br />(Va" 05B (MIN), 13/4" LVL OR TRUSS <br />BLOGKIN6 PER MANUF.) ® 48" <br />O.G. FASTENED TO 2x BLOGKIN6 <br />w/ (1) 51MP50N A35 GLIP <br />SEE DETAIL 38 ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <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 w/ (4)Y4" DIA. x 2Y4" LONG <br />TITEN 5GREW5 <br />H\\,----2x(g FLAT BLOGKIN6 TO EA. 51DE OF <br />05B BLOGKING (I6" MIN. LENGTH) <br />FASTENED DOWN TO GNU w/ (3) Y4" DIA. x <br />3 Y2" LONG TAPGON5. FASTEN LADDER <br />TRU55, TO 2x BLOGKIN6 W 3"x0.131" <br />TOENAILS @ 3" o.c. <br />� MIN <br />1'-0" <br />2x OR I" 058 <br />DEGKIN6 <br />(TYP) <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) 5TRIN6ER5 <br />(1) SIMPSON A35 CLIP <br />EA. 5TRIN6ER <br />2x4 BLOGKIN6 BETWEEN <br />5TRlN 5ER5 FASTENED TO <br />BEAM BELOW W (3)I0d NAILS <br />(3)IOd TOENAILS <br />EA. J015T <br />seal: <br />o <br />ea: <br />- OF ' tJ <br />o � ATE y <br />© copyright : MULHER� dtl 2021 <br />StructurFElYI ee n , In ��JJGGII <br />z_ <br />w <br />w <br />=z c <br />CJ M <br />z <br />w o`t- <br />+ < <br />J L <br />ZCr_= Qy <br />UJI <br />E <br />cn .o <br />Jz �o <br />Z v o <br />W co op <br />Y c�� <br />p o� <br />y M ih <br />W C N �. C+7 CZ <br />1 <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: D,J R <br />issue date: 1 2- `j 4-21 <br />REVISIONS: <br />date: initial: <br />2x8 LEDGER FASTENED TO <br />GMU W (2)Y4" DIA. x 3Y4" <br />LONG TITEN 2 5GREW5 @ �•,�, <br />16" O.G. • � �+ <br />EXTERIOR a <br />2x8 LANDING GMU WALL C <br />J015T @ 16" O.G. <br />O <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC, AND ARE ONLY REOU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />d <br />0 <br />(n <br />O <br />J <br />,J <br />�; <br />UJ <br />W <br />� <br />o <br />z <br />Q <br />x <br />(n <br />UJ <br />< <br />0 <br />z <br />o> <br />0 Z <br />J J <br />sheet: <br />SDm3 <br />