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BOND -BEAM <br />_,___—GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE &ROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />L M, 50NRY 1 I ER DET i L <br />SCALE: NTS TRIPLE WINDOW SIM. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />fi 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 S" GMU <br />BLOCK <br />DRILL 6" INTO EXIST'& <br />SLAB, EPDXY 8 DRIVE <br />#5 DOWEL, PROVIDE MIN. I - <br />30" LAP SPLICE I I I 0 <br />6RADE <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT 5HOHN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />M 155ED DOWEL RETROFIT DETAIL <br />SCALE: NTS SIM. ® CM1 STEM FOR DROPPED 6RADE <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FASTEN EA. ROOF TRUSS TO GMU w/ <br />51HP50N M5TMI6 TN15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREN5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRUSS MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRU55E5 @ EVERY OTHER BAY <br />FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 w/ (2) 3 Y4"x0.131" NAILS @ EA. END. <br />&LE <br />ROFIT DETAIL <br />FASTEN EVERY OTHER <br />TRU55 (w/ WEB BLOGKIN6 <br />AS REO'D) TO 2x BLOCKING <br />w/ (1) 51MP50N A35 GLIP — <br />(2)2x8 FLUSH BEAM STAIRS <br />BEYOND <br />(1) 51MP50N A35 CLIP (3)IOd TOENAILS <br />EA. 5TRIN6ER 1 @ EA. J015T <br />RETRO I T DETAIL <br />SCALE: <br />2x8 LEDGER FASTENED TO <br />GMU w/ (2) Y4" DIA. x 3Y4" <br />LONG TITEN 2 5GREN5 <br />2x8 LANDIN6 <br />J015T @ 16" O.G. <br />2x OR I" 05B <br />DECKING <br />(TYP.) —� EXTERIOR <br />GMU WALL <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />5TRIN6ER <br />(1) SIMP50N A35 <br />® EA. STRINGER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />wl (3) We," DIA. x 3Y4" <br />LON6 TITEN 2 5GREN5 <br />SEE DETAIL 31 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HONN HERE <br />PROVIDE SOLID <br />BLOGKIN6 A5 REQ'D <br />FOR STRAP FA5TENIN& <br />FULL DEPTH BLOGKIN6 <br />4" 05B (MIN), 0/4" LVL OR TRU55 <br />FLOOR TRU55E5 BLOGKIN6 PER MANUF.) @ 48" <br />-PER PLAN O.G. FASTENED TO 2x BLOGKIN& <br />w/ (1) 51MP50N A35 CLIP <br />FASTEN EVERY OTHER TRUSS TO GMU <br />w/ 51MP50N MT5MI6 TH15T STRAP. <br />FASTEN STRAP TO GMU w/ (4) Y4" DIA. <br />x 2Y4" LONG TITEN 5GREN5 <br />2x6 FLAT BLOGKIN& (BETWEEN TRUSSES <br />- 16" MIN. LE146TH) FASTENED DONN TO <br />GMU w/ (3)Y4" DIA. x 5Y2" LON6 <br />TAPGON5 @ EA BAY. FASTEN RIBBONL, <br />THRU HALL 5HT6., TO 2x BLOGKIN6 w/ <br />%WxO.131" NAILS ® 3" o.c. <br />FLOOR TRUSSES <br />- SEE PLAN <br />FLOOR 63. ' <br />- PROVIDE VERTIGALS <br />OR SOLID BLOGKIN6 <br />EA. 5TRIN&ER LOCATION <br />5TAIR 5EGTION <br />SCALE: 3/4"=1'-0" <br />(1) 51MP50N <br />A35 CLIP <br />EA. 5TRIN6ER <br />(2)2x8 FLUSH BEAM <br />2x OR 1" 056 <br />DECKING <br />(TYP) <br />SEE DETAIL 38 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />X FLOOR TRU55E5 <br />n \ -PER PLAN <br />a 1 1 <br />°> FASTEN BLOCKING TO GMU w/ 5IMP50N <br />MT5MI6 THI5T STRAP. FASTEN STRAP <br />TO GMU wl (4)Y4" DIA. x 2Y4" LONG <br />TITEN 5GREN5 <br />2x6 FLAT BLOGKIN6 TO EA. 51DE OF <br />055 BLOCKING (I6" MIN. LENGTH) <br />FASTENED DOWN TO GMU w/ (3) Y4" DIA. x <br />3 Y2" LONG TAPGON5. FASTEN LADDER <br />TRU55, TO 2x BLOCKING w/ 3"xO.131" <br />F TOENAILS @ 3" o.c. <br />RET1I T DET� I L <br />SCALE: 3/4"= I'-O" <br />(3) SIN6LE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) 5TRIN6ER5 <br />(1) 51MP50N A35 CLIP <br />@ EA. 5TRIN6ER <br />2x4 BLOCKING BETWEEN <br />STRINGERS FASTENED TO <br />BEAM BELOW w/ (3)IOd NAILS <br />2x8 LANDING <br />JOIST ® 16" O.G. <br />(3)IOd TOENAILS <br />® EA. J015T <br />2x8 LEDGER FASTENED TO <br />GMU w/ (2) Y4" DIA. x %" <br />LON6 TITEN 2 5GREN5 <br />16" O.G. <br />GMU WALL <br />sedko1er��i��y�a�� <br />c <br />' E�N ' c' <br />S` <br />N 7 <br />:Cr'o <br />ST E F '44/" <br />scopyright: �l(LH� N gK?�'1P <br />e a Aru $I In�erir®, 16.LD <br />z <br />Z_ <br />LU <br />w <br />w <br />z_ o <br />C'7 rn <br />Z <br />w a <br />Q � <br />Z = `C <br />U - Q- <br />oc <br />C/) j <br />UJ <br />� °O E <br />3: >♦ <br />miH a o <br />Z MC, LU N <br />Ike <br />O CEO <br />y m` Lh <br />2 mW o) N <br />M&K project number: <br />068-200 1 1 <br />project mgr: ,J S B <br />drawn by: D R <br />issue date: 10-04-21 <br />REVISIONS: <br />date: initial: <br />Cz <br />~ co <br />a <br />C <br />0 <br />4x6 P.T. <br />POST <br />PROVIDE (U <br />~ <br />L <br />SIMP50N L5TAI8 <br />STRAP ON EACH <br />�--+ <br />T T i <br />W T i T <br />W <br />EXTERIOR FACE <br />OF POST, q" MIN <br />W <br />n <br />Z <br />LLB <br />END LEN6TH <br />I...1 <br />O <br />DROPPED <br />BEAMS <br />PER PLAN <br />r��1" <br />v f <br />REAR WOOD LANAI <br />0 <br />J <br />< <br />TYP. BE,�M TO P05T <br />U <br />GONN. <br />I <br />U <br />SCALE: 3/4"=1'-0° <br />Z <br />v <br />r <br />> <br />O <br />Z <br />r�^ <br />J <br />J <br />LETTERED DETAILS ARE TYPIGAL FOR <br />THIS HOME � SHALL BE IMPLEMENTED IN <br />ALL APPLICABLE AREAS. THESE <br />DETAILS ARE NOT "GUT" ON THE PLANS. <br />NUMBERED DETAILS ARE PLAN <br />SPEG I F I G AND ,ARE ONLY REQU I RED <br />WHERE SPED I F I GALLY INDICATED <br />("GUT") ON THE PLANS. <br />sheet: <br />SDm3 <br />