Laserfiche WebLink
BOND -BEAM <br />_,----CONTIN. PRECAST HEADER � <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />QtA50NRYP 1 ER DETA IL <br />LE: NT5 TRIPLE WINDOW SIM. <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />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 b" GMU <br />BLOCK #5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />DRILL 6" INTO EXI5T'671r1;7;DT_ <br />IN GROUTED CELL <br />SLAB, EPDXY 4 DRIVE I J <br />#5 DOWEL, PROVIDE MIN. <br />50" LAP SPLICE I I I O <br />I I z <br />GRADE I I —I I I—i I I-1 I I —I I I- <br />—I I I —I I —III44 <br />I I —I I I—i i I —I <br />I —I I MI I MI 11- <br />Q —III—III—III � III —I � I —I � i <br />'�=1�I=ICI ili—ICI- <br />MISSED DOWEL RETROFIT DETAIL <br />'J SCALE: NTS SIM. s CM STEM POR DROPPED 6RADE <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />4xb P.T. <br />POST <br />PROVIDE (1) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, q" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. BEAM TO POST GONN. <br />RETROP I T DET�r I L <br />P SCALE= S/4"=1'-O' <br />2x OR 1" 056 <br />DEGKIN6 — <br />(TYP ) <br />SEE DETAIL I ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W/ <br />51MP50N M5TMIb TW15T STRAP. <br />FASTEN STRAP TO GMU W/ (4) Y4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRUSS. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES ® 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) 3Y4"xO.131" NAILS o EA. END. <br />FASTEN EVERY OTHER <br />TRUSS (W/ WEB BLOCKING <br />A5 REQ'D) TO 2x BLOGKIN6 <br />W/ (1) 51MP50N A35 CLIP — <br />RETI IT IIETAIL <br />Q SCALE: <br />STAIRS <br />(2)2x8 FLUSH BEAM � <br />BEYOND <br />(1) 51MP50N A35 GLIP o EA. J015T <br />TOENAILS <br />® EA. STRINGER ®EA. <br />(3) 51N6LE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />5TRIN6ER5 <br />(1) 51MP50N A35 <br />® EA. 5TRIN6ER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />W/ (3) Wb" DIA. x 54" <br />LONG TITEN 2 5GREW5 <br />2xb LANDING <br />J015T ® 16" O.G. <br />2xb LEDGER FASTENED TO <br />GMU Wl (21 Y4" DIA. x 3Y4" <br />LONG TITEN 2 5GRE1^5 <br />GMU WALL <br />SEE DETAIL 31 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />PROVIDE 50LID <br />BLOGKIN6 AS REQ'D <br />FOR STRAP FA5TENIN6 <br />=ULL DEPTH BLOGKIN6 <br />'V'8" 055 (MIN.), 1%'" LVL OR TRU55 <br />FLOOR TRU55E5 3LOCKIN6 PER MANUF.) ® 46" <br />-PER PLAN D.G. FASTENED TO 2x BLOGKIN6 <br />,q/ (1) 51MP50N A35 GLIP <br />FASTEN EVERY OTHER TRUSS TO GMU <br />W/ 51MP50N MT5MIb TW15T STRAP. <br />FASTEN STRAP TO GMU W/ (4) Y4' DIA. <br />x 2 Y4" LON6 TITEN 5GREW5 <br />2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 <br />- 16" MIN. LEN(5TH) FASTENED DOWN TO <br />GMU W/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5 ® EA BAY. FASTEN RIBBONL, <br />THRU WALL 5HT6., TO 2x BLOCKING W/ <br />%'4"xO.131" NAILS ® 3' ox_ <br />FLOOR TRUSSES <br />- SEE PLAN <br />FLOOR G.T. ' <br />- PROVIDE VERTICALS <br />OR 50LID BLOGKIN6 o <br />EA. STRINGER LOCATION <br />STIR SECTION <br />I SCALE: s/4' <br />(1) 51MP50N <br />A35 CLIP <br />EA. 5TRIN6ER <br />(2)2xb FLUSH BEAM <br />SEE DETAIL 38 ON <br />5TRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />FLOOR TRUSSES <br />-PER PLAN <br />FASTEN BLOGKIN6 TO GMU W/ 51MP50N <br />MT5MIb TW15T STRAP. FASTEN STRAP <br />TO GMU W/ (4) Y4" DIA. x 2 Y4" LONG <br />TITEN 5GREW5 <br />2xb FLAT BLOCKING TO EA. SIDE OF <br />056 BLOGKIN6 (I6" MIN. LENGTH) <br />FASTENED DOWN TO GMU W/ (3) Y4" DIA. x <br />3 Y2" LONG TAPGON5. FASTEN LADDER <br />TRU55, TO 2x BLOGKIN6 W/ 3"xO.131" <br />An TOENAILS ® 3" o.c. <br />RETROFIT DETAIL <br />RAU. S/4'=I'-O' <br />seal: ``\\W 11 t 1//o/# <br />.6: <br />copyn <br />Ai EAQieerinq, Inc. <br />= z <br />z <br />J� <br />w <br />w N <br />z <br />ED <br />Z <br />W <br />1:1- <br />_J <br />Q � <br />H A <br />a <br />U <br />m <br />c <br />Sa Q• <br />Jz <br />W 0 <br />L 'D <br />y m <br />C c� c. <br />M&K project number; <br />068-2001 1 <br />2x OR 1" 056 <br />project <br />JSB <br />DECKING <br />(TYPJ <br />drawn by: <br />DJ R <br />(3) 51N6LE PLY 2x12 <br />SOUTHERN PINE #2 <br />issue date; <br />01 - 13-2 2 <br />(OR BETTER) 5TRIN6ER5 <br />(1) 51MP50N A35 CLIP <br />REVISIONS: <br />® EA. STRINGER <br />date; <br />initial; <br />2x4 BLOCKING BETWEEN <br />5TRIN6ER5 FASTENED TO <br />03/11/22 DJR <br />ORMA" REA" <br />\ <br />BEAM BELOW W/ (3)I0d NAILS <br />� (3)I0d TOENAILS <br />® EA. J015T <br />2xb LEDGER FASTENED TO <br />GMU W/ (2) Y4" DIA. x 5V4" <br />LONG TITEN 2 5GREW5 ® <br />I6" O.G. <br />QJ <br />EXTERIOR <br />a <br />2xb LANDING GMU WALL <br />J015T ® 16" O.G. <br />C <br />h <br />j <br />J <br />J <br />� <br />LL <br />LLJ <br />W <br />� <br />� <br />z <br />Q <br />x <br />(L <br />J <br />U) <br /><� <br />IIJ <br />< <br />O <br />� <br />L) <br />z <br />z <br />co <br />J J <br />sheet: <br />LETTERED DETA I L5 ARE TYPICAL FOR NUMBERED DETA I L5 ARE PLAN <br />TH 15 HOME a SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED <br />ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED SD1N3 <br />DETA I L5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />