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BOND -BEAM — <br />f—GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. <br />6A5T-GRETE <br />WINDOW SILL, <br />OR EQUIV. <br />r, <br />DOUBLE WINDOW <br />M�50NRY PIER DET� I L <br />L 5GALe: NTS TRIPLe WINDOW 51M. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP50N ET EPDXY). <br />2. PROVIDE 3/4" 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 5HONN <br />INSTRUCTIONS. <br />HERE <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXI5T'6 I d IN GROUTED CELL <br />SLAB, EPDXY d DRIVE <br />#5 DOWEL, PROVIDE MIN. I - <br />30" LAP SPLIGE I I I O <br />GRADE <br />-I I i—III—III—III ° ad I I —III —I � I —III �' <br />IL 11=1 11-1 11- <br />ICI —ICI —ICI ICI—II1—IIF- <br />III-11- <br />II— - — I —III— <br />- <br />M 155ED DOWEL RETROI IT DETAIL <br />5 SCALE: NM SIM. ®GMU STEM FOR DROPPED GRADE <br />p RETROP I T nET� I L <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HONN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W/ <br />SIMPSON MSTH16 TV415T STRAP. <br />FASTEN STRAP TO GMU W/ (4)Y4" DIA. x 2 <br />Y4" LON6 TITEN 5GREN5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 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 5Y2" LON6 <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES W/ (2) 3 Y4"x0.131" NAILS ® EA. END. <br />P.T. <br />PO <br />POST <br />PROVIDE (1) <br />51HP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LEN6TH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />T1'P. BEAM TO P05T CONN. <br />SCALE: 3/4"=1'-0" <br />FASTEN EVERY OTHER <br />TRUSS (W/ NEB BLOGKIN6 <br />A5 REQ'D) TO 2x BLOGKIN6 <br />W/ (1) 51MP50N A35 CLIP — <br />(: Q)�ERO�IT: 3/4" 710 <br />SEE DETAIL 31 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HONN HERE <br />PROVIDE SOLID <br />BLOGKIN6 AS REQ'D <br />FOR STRAP FASTENING <br />FULL DEPTH BLOCKING <br />(lye" 055 (MIN.), 13/4" LVL OR TRUSS <br />FLOOR TRUSSES BLOGKIN6 PER MANUF.) ® 48" <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 TH15T STRAP. <br />FASTEN STRAP TO GMU Wl (4)Y4" DIA. <br />x 2Y4" LON6 TITEN 5GREN5 <br />2x6 FLAT BLOCKING (BETNEEN TRUSSES <br />- 16" MIN. LENGTH) FASTENED DONN TO <br />GMU Wl (3) Y4" DIA. x 3 YY LON6 <br />TAPGON5 ® EA BAY. FASTEN RIBBONL, <br />THRU HALL 5HT6., TO 2x BLOGKIN6 W/ <br />3Y4"xO.131" NAILS ® 3" o.c. <br />2x OR 1" 0513 <br />DECKING — <br />(TYP) <br />(1) 5IMP50N - <br />A35 GLIP <br />EA. 5TRIN6ER <br />SEE DETAIL 38 ON <br />5TRt CTURAL PLANS FOR <br />APE ITIONAL GONNEGTION <br />INFO NOT 5HONN HERE <br />FLOOR TRUSSES <br />X -PER PLAN <br />FA5 "EN BLOGKIN6 TO GMU W/ 51MP50N <br />MT5116 TH15T STRAP. FASTEN STRAP <br />TO (,MU Wl (4) Y4" DIA. x 2 Y4" LON6 <br />TITE d 5GREN5 <br />2x6 =LAT BLOCKING TO EA. SIDE OF <br />JL 05B BLOGKIN6 (16" MIN. LENGTH) <br />FA5­ENED DONN TO GMU W/ (3) Y4" DIA. x <br />3 Y2" LONG TAPGON5. FASTEN LADDER <br />TRUE 5, TO 2x BLOGKIN6 W/ 3NO.131" <br />AF TOEI .AILS ® 3" o.c. <br />R RET��IT flET�r I LSCALE: <br />(5) 51N6LE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />5TRI NGER5 <br />(1) 51MP50N A35 CLIP <br />® EA. STRINGER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />W/ (3) %" DIA. x 3 Y2" <br />LON6 TAPGON5 <br />I CSTAIR 5EGTION <br />SCALE: 3/4'=1'-0" <br />FLOOR TRU55E0 <br />(SEE PLAN) <br />FLOOR 53. <br />- PROVIDE VER -IGAL5 <br />OR 50LID BLC GKIN6 <br />EA. 5TRIN6ER LOCATION <br />LETTERED DETAILS ARE TYPICAL FOP NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN >PEG I F I G AND ARE ONLY REQUIRED <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 />a V 'C <br />seal, 5 • 24 <br />N <br />-� TA E OF <br />-� <br />© copyright: MULH[A�S.!(U1 " 2021 <br />Structural Engineering, Inc. <br />az <br />Z <br />Jcc <br />w <br />= w <br />\/ Z <br />i (M <br />Z <br />W <br />J <br />Q <br />ZF- <br />U <br />W� <br />F-- <br />T � <br />i <br />Jz <br />W <br />y <br />W <br />cc <br />N <br />0 <br />rn <br />aa. <br />Q lEj <br />A Q <br />c <br />�Q) <br />z <br />m E <br />A <br />Q' <br />v � <br />Y wCp <br />2 C9 <br />C r. <br />N <br />M a <br />M&K project number: <br />068.200 1 1 <br />project mgr: <br />drawn by: <br />issue date: <br />JSB <br />DJR <br />1 2-14-21 <br />REVISIONS: <br />date: initial: <br />sheet: <br />J <br />W <br />0 <br />0 <br />J <br />d <br />UJ <br />2 <br />Ld <br />C� <br />0 <br />J <br />SDPl3 <br />Q <br />Iry <br />0 <br />J <br />LL. <br />z <br />x <br />(L <br />W <br />U) <br />J <br />U <br />d <br />U) <br />z <br />J <br />