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W <br />0 <br />�., _ U. <br />f¢ <br />BOND -BEAM <br />�—GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GAST-GRETE GAST-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />QLSCALE <br />MA50NRY PIER DETAIL <br />:, NTS TRIPLE WINDOW SIM. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 5IMP50N ET EPDXY). SEE TYP. FOUNDATION <br />2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL <br />DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN <br />3. FOLLOW MANUF. INSTALLATION HERE <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DRILL 6" INTO EX15V6 1 LOCATED PER PLAN <br />SLAB, EPDXY 4 DRIVE I IN GROUTED CELL <br />#5 DOWEL, PROVIDE MIN. I I = <br />30" LAP SPLICE I I I O <br />N I I <br />I I I <br />a a <br />GRADE IDa I I ` � � ° III=III=III=III=1 <br />I 1-1 I —III —I I 1=1 <br />III=1 11=1 11=II I 11=11 1EI I I=1 1 1_=I <br />—1I1—II1=1II e I —III —III- <br />1=1 11=1 11 1.104 III —I 1I— <br />M 155ED DOWEL RETROP I T DETAIL <br />SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE <br />4x6 P.T. <br />POST <br />PROVIDE (1) <br />5IMP50N L5TA18 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />01 <br />END LENGTH <br />a DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO P05T CONN. <br />SCALE: 3/4"= I'-0" <br />p RETROFIT DETAIL <br />SCALE: 3/4'=1'-0" <br />2x OR 1" 056 <br />DEGKIN6 — <br />(TYP) <br />(2)2x8 FLUSH BEAM — <br />(1) 5IMP50N A35 CLIP <br />0 EA. STRINGER <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 />5IMP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU W/ (4) Y4' DIA. x 2 <br />Y4" LON6 TITEN SGREWS <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRUSS. <br />PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO <br />ROOF TRUSSES 0 EVERY OTHER BAY <br />FASTENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGONS. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 W/ (2) 3 Y4"xO.131" NAILS 0 EA. END. <br />STAIRS <br />�BEYOND <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />STRINGERS <br />(1) 5IMP50N A35 <br />0 EA. 5TRIN6ER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />Wl(3)%"DIA. x3Y4" <br />LONG TITEN 2 5GREW5 <br />2x8 LANDIN6 <br />J015T 0 16" O.G. <br />SEE DETAIL 31 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />PROVIDE SOLID <br />BLOGKIN6 AS REQ'D <br />FOR STRAP FASTENIN6 <br />=ULL DEPTH BLOCKING <br />FASTEN EVERY OTHER W' 05B (MIN), 0/4" LVL OR TRU55 <br />TRU55 (W/ WEB BLOCKING FLOOR TRU55E5 3LOGKING PER MANUF)) ® 48" <br />A5 REQ'D) TO 2x BLOCKING -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 <br />W/ (1) SIMP50N A35 CLIP (I) 51MP50N A35 CLIP <br />�— FASTEN EVERY OTHER TRU55 TO GMU <br />W/ 5IMP50N MT5MI6 TW15T STRAP. <br />FASTEN STRAP TO GMU W/ (4) Y4" DIA. <br />x 2 Y4" LON6 TITEN SGREWS <br />�\\_2x(b FLAT BLOGKIN6 (BETWEEN TRUSSES <br />- 16" MIN. LEN6TH) FASTENED DOWN TO <br />GMU W/ (3) Y4" DIA. x 3 Y2" LON6 <br />TAPGONS 0 EA BAY. FASTEN RIBBONL, <br />Jfl THRU WALL SHTG., TO 2x BLOGKIN6 W/ <br />3Y4"xO.131" NAILS 0 3" o.c. <br />ROI T DET�r I L>vET <br />ALE:I'-0" <br />(3)IOd TOENAILS <br />0 EA. J015T <br />2x8 LEDGER FASTENED TO <br />GMU W/ (2) Y4" DIA. x 3Y4" <br />LONG 1ITEN 2 5GREW5 <br />EXTERIOR <br />GMU ^TALL <br />FLOOR TRU55E5 <br />- SEE PLAN <br />FLOOR 6.T. <br />- PROVIDE VERTICALS <br />OR SOLID BLOCKING 0 <br />EA. STRIN6ER LOCATION <br />(1) 5IMP50N <br />A35 CLIP <br />EA. STRIN6ER <br />2x OR I" 05B <br />DEGKIN6 <br />(TYP.) <br />(2)2x8 FLUSH BEAM <br />41 <br />SEE DETAIL 35 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FLOOR TRU55E5 <br />-PER PLAN <br />FASTEN BLOCKING TO GMU W/ 5IMP50N <br />WSW> TW15T STRAP. FASTEN STRAP <br />TO GMU Wl (4)Y4" DIA. x 2Y4" LONG <br />TITEN SGREWS <br />2x6 FLAT BLOGKIN6 TO EA. 51DE OF <br />05B BLOCKING (16" MIN. LEN6TH) <br />FASTENED DOWN TO GMU W/ (3) Y4" DIA. x <br />3 Y2" LON6 TAPGONS. FASTEN LADDER <br />TRUSS, TO 2x BLOGKIN6 W/ 3"xO.131" <br />TOENAILS ® 3" o.c. <br />RETROP I T DETA 1 L <br />R SCALE: 3/4"=1'0 <br />" <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) 5TRIN6ER5 <br />(1) 51MP50N A35 CLIP <br />0 EA. 5TRIN6ER <br />2x4 BLOGKIN6 BETWEEN <br />STRINGERS FASTENED TO <br />BEAM BELOW W/ (3)I0d NAILS <br />2x8 LANDIN6 <br />J015T 0 16" O.G. <br />(3)I0d TOENAILS <br />® EA. J015T <br />2x8 LEDGER FASTENED TO <br />GMU W/ (2) Y4" DIA. x 3Y4" <br />LON6 TITEN 2 SGREWS 0 <br />16" O.G. <br />EXTERIOR <br />GMU WALL <br />LETTERED DETAILS ARE TYPI GAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: � .24 <br />m <br />® ° <br />2022 <br />© copyright : MULHERN & KULP <br />Structural Engineering, Inc. <br />acD <br />Z <br />JF <br />w <br />w <br />Z <br />c <br />Z <br />rn <br />w <br />oa.. <br />J <br />LZ <br />LZ <br />Q <br />ZF- <br />.a <br />Q <br />v <br />�= <br />� <br />oiQ <br />i— <br />: m <br />� <br />3: <br />m E <br />> <br />J� <br />A <br />�o <br />Z <br />W <br />o0 <br />Y <br />o <br />y <br />m U� <br />LY <br />C N <br />M M <br />M&K project number: <br />068-200 1 1 <br />project mgr: <br />J S B <br />drawn by: <br />DJ R <br />issue date: 0 <br />`j -1 3-2 2 <br />REVISIONS: <br />date: initial <br />sheet: <br />d <br />0 <br />a <br />O <br />�1 <br />L <br />UJ <br />Q <br />� <br />0 <br />Z <br />2 <br />CL <br />W <br />Ld <br />n <br />0 <br />9:� J� �e <br />J J <br />SD-3 <br />