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6757 Shelby Lynn Way
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6757 Shelby Lynn Way
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Last modified
2/24/2025 11:12:38 AM
Creation date
2/19/2025 9:39:11 AM
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Building Plans
Street #
6757
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
2509
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— BOND -BEAM <br />_.—GONTIN. PREGAST HEADER J� <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-GRETE GAST-GRETE <br />WINDOW SILL, WINDOW 51LL, <br />OR EQUIV. OR EQUIV. <br />IT — <br />DOUBLE WINDOW <br />MA50NRY PIER DETA I L <br />SCALE: NT5 <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />OTHER ENGINEER APPROVED <br />EQUAL (I.E. 51MP5ON ET EPDXY). <br />2. PROVIDE 3/4" DIA. HOLE FOR <br />DONEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />I NSTRUGTI ONS. <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />DRILL 6" INTO EXI5T'6 I LOCATED PER PLAN <br />I IN GROUTED CELL <br />SLAB, EPDXY d DRIVE <br />#5 DONEL, PROVIDE MIN. <br />30" LAP SPLICE I ( I <br />I z_ <br />'5- <br />a <br />d <br />I ° III=III=III=III=1 <br />GRADE <br />.d <br />o �—ICI—I�I—I�I ICI—I�I-1�1- <br />'I —ICI —ICI .III—I�l <br />M 155ED DOWEL RETROFIT DETAIL <br />TRIPLE WINDOW SIM. <br />5EE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />SCALE: NTS SIM. a GMU STEM POR DROPPED 6RADE <br />5EE DETAIL I ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHONN HERE <br />FASTEN EA. ROOF TRU55 TO GMU w/ <br />5IMP50N M5TMI6 TWIST STRAP. <br />FASTEN STRAP TO GMU wl (4) Y4" DIA. x 2 <br />Y4" LON6 TITEN SGREWS <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO <br />ROOF TRU55E5 ® EVERY OTHER BAY <br />FASTENED TO GMU wl (3) Y4" DIA. x 3 Y2" LONG <br />TAPGONS. FASTEN BLOGKING TO ROOF <br />TRU55E5 w/ (2) 3 Y4"xO.131" NAILS ® EA. END. <br />RETROFIT DETAIL <br />P SCALE: 3/4"=1'-0" <br />4x6 P.T. <br />POST <br />PROVIDE (I) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF P05T, W MIN <br />END LENGTH <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 />5EE DETAIL 31 ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />PROVIDE 50LID <br />BLOGKIN6 A5 REQ'D <br />FOR STRAP FASTENING <br />5EE DETAIL 38 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHONN HERE <br />FASTEN EVERY OTHER <br />FULL DEPTH BLOGKIN6 <br />(Va" 055 (MIN), 13/4" LVL OR TRU55 <br />TRU55 (w/ WEB BLOGKIN6 <br />A5 REQ'D) TO 2x BLOGKIN6 <br />w/ (1) 51MP50N A35 CLIP <br />FLOOR TRU55E5 BLOGKIN6 PER MANUF) ® 48" <br />-PER PLAN O.G. FASTENED TO 2x BLOGKIN6 <br />w/ (1) 51MP50N A35 GLIP <br />rz TFASTEN <br />FLOOR TRU55E5 <br />X -PER PLAN <br />EVERY OTHER TRU55 TO GMU <br />W51MP50N MT5MI6 TWIST STRAP. <br />FASTEN STRAP TO GMU wl (4) Y4" DIA. <br />x 2 A" LONG TITEN SGREWS <br />9 FASTEN BLOGKIN6 TO GMU w/ 51MP50N <br />MT5MI6 TW15T STRAP. FASTEN STRAP <br />TO GMU wl (4) Y4" DIA, x 2 Y4" LONG <br />TITEN SGRENS <br />N <br />2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 <br />2x6 FLAT BLOCKING TO EA. SIDE OF <br />- 16" MIN. LEN(5TH) FASTENED DONN TO <br />05B BLOGKIN6 (I6" MIN. LENGTH) <br />GMU w/ (3) Y4" DIA. x 3 YY LONG <br />FASTENED DOWN TO GMU w/ (3) Y4" DIA. x <br />TAPGONS ® EA BAY. FASTEN RIBBONL, <br />3Y2" LONG TAPGONS. FASTEN LADDER <br />THRU WALL 5HT6., TO 2x BLOGKIN6 w/ <br />TRU55, TO 2x BLOGKIN6 w/ 3"xO.131" <br />A <br />%WxO.131" NAILS ® 3" o.c. <br />TOENAILS ® 3" o.c. <br />RER�K1T <br />DET�rIL <br />Q SCAL-O <br />2x OR 1" 055 <br />DEGKIN6 — <br />(TYP.) <br />RETROFIT DET� I L <br />R SCALE: <br />(1) 51MP50N - <br />A35 CLIP <br />EA. STRINGER <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />STRIN6ER5 <br />(I) 51MP50N A35 CLIP <br />® EA. STRINGER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />w/ (3) W ' DIA. x 3 Y2" <br />LONG TAPGONS <br />ISCALE: <br />STAIR SECTION <br />FLOOR TRU55E5 <br />(5EE PLAN) <br />FLOOR G.T. <br />- PROVIDE VERTICALS <br />OR 50LID BLOGKIN6 o <br />EA. 5TRIN6ER LOCATION <br />LETTERED DETAIL5 ARE TYPIGAL FOR NUMBERED DETAIL5 ARE PLAN <br />TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG 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 />DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: �������:y G. FR,,��i�i <br />• No 77824� ' <br />STATE OF <br />ON. W <br />�ij�F ••;c�OR10P • ������ <br />NAIL <br />''1� <br />© copyright: MUL�E��KU�11 P <br />structural Engineering, Inc. <br />aCD <br />z <br />JLU <br />W <br />W <br />CM <br />Z <br />i z <br />Z <br />W <br />J <br />Z= <br />t-- <br />U <br />F— <br />LU <br />T W <br />i _j <br />JH <br />z <br />W <br />CA <br />W <br />rn <br />CD <br />Q CS <br />4 <br />E <br />a, <br />m <br />Q E <br />o <br />y <br />Y <br />2 <br />m <br />OO N <br />�O 0. <br />M&K project number: <br />068-19029 <br />project mgr: <br />drawn by: <br />issue date: <br />REVISIONS: <br />JSB <br />BC <br />07-07-21 <br />date: initial: <br />sheet: <br />J <br />0 <br />2 <br />0 <br />J <br />Q <br />W <br />2 <br />Ld <br />0 <br />J <br />SDm3 <br />0 <br />J <br />LL <br />W <br />z <br />a <br />W <br />U) <br />U <br />U) <br />z <br />J <br />
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