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6888 Shelby Lynn Way
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6888 Shelby Lynn Way
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Last modified
2/26/2025 11:09:51 AM
Creation date
2/19/2025 9:44:39 AM
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Building Plans
Street #
6888
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
446
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s <br />BOND -BEAM <br />��GONTIN. PRECAST HEADER <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />GAST-GRETE CAST-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />DOUBLE WINDOW <br />55 NRY FIER DETAIQtA <br />LE: NT5 TRIPLE WINDOW 51M. <br />p RETROFIT DET I L <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 />51MP50N M5TMI(b TWIST STRAP. <br />FASTEN STRAP TO GMU w/ (4))'4" DIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) @ <br />EACH TRUSS. <br />PROVIDE 2x FLAT BLOCKING FIT T16HT TO <br />ROOF TRU55E5 @ EVERY OTHER BAY <br />FASTENED TO GMU W/ (5) Y4" DIA. x 3 YY LONG <br />TAPGONS. FASTEN BLOGKIN6 TO ROOF <br />TRUSSES W/ (2) 3 Y4"x0.131" NAILS @ EA. END. <br />SEE DETAIL 31 ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />PROVIDE SOLID <br />BLOCKING A5 REQ'D <br />FOR STRAP FASTENING <br />SEE DETAIL 38 ON <br />STRUGTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />FASTEN EVERY OTHER <br />FULL DEPTH BLOGKIN6 <br />M5" 05B (MIN.), 0/4" LVL OR TRU55 <br />' <br />TRUSS (W/ WEB BLOGKIN6 <br />A5 REQ'D) TO 2x BLOGKIN6 <br />FLOOR TRUSSES BLOGKIN6 PER MANUF.) @ 48" <br />-PER PLAN O.G. FASTENED TO 2x BLOCKING <br />FLOOR TRUSSES <br />-PER PLAN <br />W/ (I) SIMP5ON A35 GLIP <br />W/ (1) 51MP50N A35 CLIP <br />FASTEN EVERY OTHER TRUSS TO GMU41 <br />W/ 51MP50N MT5MI6 T11115T STRAP. <br />FASTEN STRAP TO GMU W/ (4)Y4" DIA. <br />x 2 Y4 LONG TITEN SGREWS <br />4 <br />FASTEN BLOGKIN6 TO GMU W/ SIMPSON <br />MT5MI6 TWIST STRAP. FASTEN STRAP <br />TO GMU wl (4)Y4" DIA. x 2Y4" LONG <br />TITEN SGREWS <br />�2x6 <br />9 <br />2x6 FLAT BLOGKIN6 (BETWEEN TRUSSES <br />FLAT BLOCKING TO EA. SIDE OF <br />- 16" MIN. LENGTH) FASTENED DOWN TO <br />05B BLOCKING (16" MIN. LENGTH) <br />GMU W/ (5) Y4" DIA, x 3 Y2" LONG <br />FASTENED DOWN TO GMU W/ (5) Y4" DIA. x <br />TAPGONS @ EA BAY. FASTEN RIBBONL, <br />3 Y2" LONG TAPCONS. FASTEN LADDER <br />RA <br />THRU WALL 5HT6., TO 2x BLOGKIN6 W/ <br />TRU55, TO 2x BLOGKIN6 W/ 3"xO.131" <br />%"xO.131" NAILS @ 3" o.c. <br />TOENAILS @ 3" o.c. <br />(:RETROFIT DET� I L <br />Q SCALE: <br />RETROFIT DETAIL <br />R SCALE: 8/4'=1'-0' <br />seal: <br />V � n <br />iv %r"S1 24 <br />=vim, <br />9/ <br />ONV <br />. �o <br />© copyright: MULHE%i8 ftFm ;', <br />Structural Engineering, Inc. <br />z <br />JQ= <br />w <br />w <br />Z <br />c <br />rn <br />z <br />Z <br />w <br />J <br />i <br />°' <br />Q <br />m <br />Z <br />A <br />U <br />� 4 <br />m <br />UJ <br />� <br />m <br />+ a <br />j 1 <br />QCD <br />J z <br />CD <br />Mo <br />W <br />,y op <br />y <br />Occ <br />m Lh <br />W <br />C3 cv <br />MW project number: <br />NOTES: <br />I. UTILIZE 2-PART EPDXY OR <br />(1) 51MP50N <br />068"200 1 1 <br />OTHER ENGINEER APPROVED <br />A35 CLIP @ <br />EQUAL (I.E. 51MP50N ET EPDXY). EA. STRINGER <br />2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION <br />project mgr: <br />N.J j`/[ <br />DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />drawn by: <br />KG K <br />3. FOLLOW MANUF. INSTALLATION <br />HERE <br />INSTRUCTIONS. <br />FLOOR TRUSSES <br />issue date: <br />04" 1 <br />6"20 <br />(5EE PLAN) <br />FUTURE 8" GMU <br />BLOCK #5 VERT. BAR TO BE <br />2x OR I" 05E3 <br />FLOOR 63. <br />REVISIONS: <br />date: <br />initial: <br />LOCATED PER PLAN <br />DRILL 6" INTO EXIST' I 0- IN GROUTED GELL <br />DECKING <br />(TYP•) <br />- PROVIDE VERTICALS <br />OR SOLID BLOCKING @ <br />05/20/20 <br />KOK <br />SLAB, EPDXY s DRIVE I � <br />#5 DOWEL, PROVIDE MIN. -, <br />EA. STRINGER LOCATION <br />nofl �i <br />50" LAP SPLICE I I mo <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />f (OR BETTER) <br />I <br />STRI N6ER5 <br />.. 4 . . <br />(I) 51MP50N A35 CLIP <br />GRADE —I (—III—III— I i. <br />@ EA. STRINGER <br />o .° .. a: a .: I —III —III —III= <br />—1 —I I=1 111=111—I 11= <br />2x6 P.T. BOTTOM PLATE <br />l� <br />4_ ..p <br />FASTENED TO CONCRETE <br />, <br />_ I —III —III a-. 1=III—III= <br />W/ (3) %," DIA. x 3 Y2" <br />LONG TAPGONS <br />a <br />-I 1 I, III ;III ,III=j 1 <br />Cz <br />rr <br />�1 <br />MISSED DOWEL RETROFIT DETAIL <br />5 <br />(D�v�- <br />LETTERED DETAILS ARE T'I'PIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC, AND ARE ONLY REGU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />P-P., <br />�1 <br />1% <br />� o <br />J � <br />,Q J <br />ui <br />W <br />W Q z <br />0 0 <br />IL <br />.a <br />D J y <br />� a Ln d <br />I�— 2 <br />W o Y <br />F Z <br />LLJ <br />J J <br />sheet: <br />SDm3 <br />
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