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— BOND-BEAM—� <br />-,----GONTIN. PREGAST HEADER <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GAST-GRETE GAST-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />QLMZA50NRY PIER DETAIL <br />SCALE: NTS TRIPLE WINDOW SIM. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 5IMP50N 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 I Y <br />DRILL 6" INTO EXI5T'6 <br />SLAB, EPDXY 8 DRIVE I Q <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP SPLIGE I I I O <br />\I I I z <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />4. . <br />I I I 1=1 1=1 11=1 1=1 <br />6RADE a I I —III —III —I I 1-1 <br />=1 11=1 11=1 11=1 I I 1=1 I I —III —III— <br />—III—III—III ' . <br />° 111—I I 1—I 1- <br />Ia s �— <br />I. 111=111 a a III —I � �— <br />II— <br />. M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM POR DROPPED GRADE <br />P.T. <br />—\ <br />PO5T <br />P0 <br />PROVIDE (1) <br />SIMPSON G520 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, cl" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"=I'-O" <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />4FO NOT SHOWN HERE <br />ASTEN EA. ROOF TRU55 TO GMU w/ <br />IMP50N M5TMI6 TWIST STRAP. <br />ASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 <br />" LONG TITEN SCREWS <br />ROVIDE M015TURE BARRIER <br />'LATE (PER TRU55 MANUF.) <br />AGH TRUSS. <br />ROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />:OOF TRU55E5 ® EVERY OTHER BAY <br />ASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG <br />APGONS. FASTEN BLOGKIN6 TO ROOF <br />RU55E5 w/ (2) 3 Y4"x0.131" NAILS @ EA. END. <br />RETROFIT DETAIL <br />P SCALE: 3/4°=1',,,G" <br />SEE DETAIL 31 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT SHOWN HERE <br />PROVIDE SOLID <br />BLOGKIN6 A5 REQ'D <br />FOR STRAP FASTENING <br />FULL DEPTH BLOGKIN6 <br />FASTEN EVERY OTHER (�'8" 05B (MIN.), 13/4 LYL OR TRU55 <br />TRUSS (w/ WEB BLOCKING FLOOR TRUSSES BLOGKIN6 PER MANUF) ® 48" <br />AS REQ'D) TO 2x BLOGKING -PER PLAN O.G. FASTENED TO 2x BLOCKING <br />w/ (1) 51MP50N A55 GLIP w/ (1) 51MP50N A35 GLIP---�_ <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 yi" LON6 TITEN SCREWS <br />2x6 FLAT BLOGKIN6 (BETWEEN TRUSSES <br />- 16" MIN. LENGTH) FASTENED DOWN TO <br />GMU w/ (5)Y4' DIA. x 3Y2" LONG <br />TAPGONS ® EA BAY. FASTEN RIBBONL, <br />THRU WALL 5HT6., TO 2x BLOGKING w/ <br />AN %NO.131" NAILS ® 3" oz- <br />RETROFIT DETAIL <br />Q SCALE: 3/4"=1'0 <br />" <br />STAIRS <br />(2)2x8 FLUSH BEAM <br />BEYOND <br />(1) 51MP50N A35 GLIP (3)IOd TOE <br />® EA. STRINGER ®EA. J015T A!:5 <br />2x8 LE06ER FASTENED TO <br />GMU w/ (2) a%;" DIA. x 3y" <br />LONG TAPGONS @ 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 />(5) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />STRIN6EIZ5 <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 SCREWS <br />FLOOR TRUSSES <br />-SEE PLAN <br />FLOOR 6.T. ' <br />- PROVIDE VERTICALS <br />OR SOLID BLOGKIN6 <br />EA. STRINGER LOCATION <br />STIR SECTION <br />1 SCALE: <br />(1) 51MP50N <br />A35 CLIP <br />EA. STRINGER <br />2x OR 1" 055 <br />DEGKIN6 <br />(TYP) <br />(2)2x8 FLUSH BEAM <br />SEE DETAIL 38 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />X <br />FLOOR TRU55E5 <br />-PER PLAN <br />FASTEN BLOCKING TO GMU w/ 51MP5ON <br />MT5MI6 TWIST STRAP. FASTEN STRAP <br />TO GMU wl (4) V4" DIA. x 2 y4" LONG <br />TITEN SCREWS <br />\\-2x(o FLAT BLOGKIN6 TO EA. 51DE OF <br />056 BLOGKIN6 (16" MIN. LENGTH) <br />FASTENED DOWN TO GMU w/ (3) Y4" DIA. x <br />3 Y2" LONG TAPGONS. FASTEN LADDER <br />TRUSS, TO 2x BLOGKING w/ 3"xO.131" <br />n TOENAILS ® 3" o.c, <br />�l�%�1T DEVIL -0" <br />(5) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) STRINGERS <br />(1) SIMPSON A55 CLIP <br />® EA. STRINGER <br />2x4 BLOGKIN6 BETWEEN <br />5TRIN6ER5 FASTENED TO <br />BEAM BELOW w/ (3)IOd NAILS <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 %4" <br />LONG TITEN 2 SCREWS <br />16" O.G. <br />EXTERIOR <br />GMU WALL <br />LETTERED DEVILS ARE TYPICAL FOR NUMBERED DEVILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />'�Y F,ttL ��p g iP <br />F <br />seal. <br />°5 P. <br />J �I <br />6:.. <br />0® 1TE F tl pirx <br />_ a ,^tl <br />© copyright: 101mvUI ® <br />Structural Engineering, Inc. <br />az <br />Z <br />JLU <br />w <br />w <br />Z <br />c <br />C" <br />Z <br />w <br />a <br />J <br />a <br />Z= <br />li-- <br />v <br />c_ <br />A <br />lq:r it <br />tom) <br />I— <br />E <br />� n� <br />.51 <br />!JE <br />Jz <br />CDg <br />W <br />y <br />M <br />W <br />c N <br />C. <br />co G. <br />M&K project number: <br />068-2001 1 <br />project mgr: JSB <br />drawn by: MJT <br />issue date: 0 2,-0 `j -21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />P4 <br />a <br />Z <br />h <br />1% <br />�-7-11 1 - -7— 1 1 1f <br />SDom3 <br />