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6960 Shelby Lynn Way
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6960 Shelby Lynn Way
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Last modified
3/21/2025 11:12:15 AM
Creation date
2/19/2025 8:28:10 AM
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Building Plans
Street #
6960
Location
Shelby Lynn Way
Contractor
K Hovnanian
Building Plans - Permit #
2949
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BOND -BEAM <br />_,,__—GONTIN. PRECAST HEADER i"- <br />8" GMU PIER <br />ENTIRE COLUMN TO <br />BE GROUT FILLED <br />CAST-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW 51LL, <br />OR EOUIV. OR EQUIV. <br />DOUBLE WINDOW <br />NIA50NRY PIER DETAIL <br />SCALE: NTS <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 />DOWEL, BLOW OR BRUSH GLEAN. <br />3. FOLLOW MANUF. INSTALLATION <br />INSTRUCTIONS. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15T'G <br />SLAB, EPDXY 4 DRIVE I I J <br />#5 DOWEL, PROVIDE MIN. <br />30" LAP SPLICE I I mo <br />N i I z <br />GRADE _ <br />TRIPLE WIDOW SIM. <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT SHOWN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED CELL <br />SEE DETAIL I ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL GONNEGTION <br />INFO NOT 5HOWN HERE <br />FASTEN EA. ROOF TRU55 TO GMU W/ <br />51MP50N M5TMI6 TW15T STRAP. <br />FASTEN STRAP TO GMU W/ (4) Y4" PIA. x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF.) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOCKING FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG <br />TAPGON5. FASTEN BLOCKING TO ROOF <br />TRUSSES W/ (2) 3 Y4"xO.131" NAILS @ EA. END. <br />p RETR01=1T DETAIL <br />FASTEN EVERY OTHER <br />TRUSS (W/ WEB BLOCKING <br />A5 REQ'D) TO 2x BLOCKING <br />W/ (1) SIMPSON A35 CLIP — <br />STAIRS <br />(2)2x8 FLUSH BEAM L BEYOND <br />(I) 5IMP50N A35 CLIP � — (3)IOd TOENAILS <br />® EA. STRINGER I EA. JOIST <br />RETROFIT DETA 1 L <br />Q SCALP: 3/4"=1'-0" <br />2x8 LEDGER FASTENED TO <br />GMU Wl (2) Y4" DIA. x 3Y4" <br />LONG TITEN 2 5GREW5 <br />2x8 LANDING <br />J015T @ 16" O.G. <br />2x OR I" 05B <br />DECKING <br />(TYP.) �\ EXTERIOR <br />GMU WALL <br />(5) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) <br />STRIN6ER5 <br />(1) 51MP50N A35 <br />EA. STRINGER <br />2x6 P.T. BOTTOM PLATE <br />FASTENED TO CONCRETE <br />Wl(3)%"DIA. x3Y4" <br />LONG TITEN 2 5GREW5 <br />M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED6RADE (Dl� <br />4x6 P.T. <br />POST <br />PROVIDE (i) <br />51MP50N L5TAI8 <br />STRAP ON EACH <br />EXTERIOR FACE <br />OF POST, 9" MIN <br />END LENGTH <br />DROPPED <br />BEAMS <br />PER PLAN <br />REAR WOOD LANAI <br />TYP. SEAM TO P05T CONN. <br />SCALP: 3/4"=1'-0" <br />SEE DETAIL 51 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT SHOWN HERE <br />PROVIDE 50LID <br />BLOGKIN6 A5 REQ'D <br />FOR STRAP FASTENING <br />FULL DEPTH BLOCKING <br />ft" 05B (MIN.), 13/4" LVL OR TRU55 <br />FLOOR TRUSSES BLOGKIN6 PER MANUF.) ® 45" <br />-PER PLAN O.G. FASTENED TO 2x BLOGKIN6 <br />W/ (1) 51MP50N A35 GLIP--, <br />FASTEN EVERY OTHER TRU55 TO GMU <br />W/ 51MP50N MT5MI6 TW15T STRAP. <br />FASTEN STRAP TO GMU W/ (4) Y4" DIA. <br />x 2 Y4" LONG TITEN 5GREW5 <br />2x6 FLAT BLOCKING (BETWEEN TRUSSES <br />- 16" MIN. LENGTH) FASTENED DOWN TO <br />GMU W/ (3)Y4" DIA. x 3Y2" LONG <br />TAPGON5 @ EA BAY. FASTEN RIBBONL, <br />THRU WALL 5HT6., TO 2x BLOGKIN6 W/ <br />%4"xO.131" NAILS ® 3" o.c. <br />FLOOR TRUSSES <br />- SEE PLAN <br />FLOOR 63. <br />- PROVIDE VERTIGAL5 <br />OR 50LID BLOCKING <br />EA. STRINGER LOCATION <br />(1) 51MP50N <br />A35 CLIP <br />EA. STRINGER <br />2x OR 1" 0513 <br />DECKING <br />(TYP.) <br />(2)2x8 FLUSH BEAM <br />SEE DETAIL 38 ON <br />STRUCTURAL PLANS FOR <br />ADDITIONAL CONNECTION <br />INFO NOT 5HOWN HERE <br />X FLOOR TRU55E5 <br />n \ -PER PLAN <br />�— FASTEN BLOCKING TO GMU W/ 51MP50N <br />MTSM16 TW15T STRAP. FASTEN STRAP <br />77 TO GMU W/ (4) Y4" DIA. x 2 Y4" LONG <br />vl� \ <br />TITEN 5GREW5 <br />2x6 FLAT BLOCKING TO EA. 51DE OF <br />05B BLOGKIN6 (16" MIN. LENGTH) <br />FASTENED DOWN TO GMU W/ (3) Y4" DIA. x <br />3 Y2" LONG TAPGON5. FASTEN LADDER <br />TRU55, TO 2x BLOCKING W/ 3"xO.131" <br />nF TOENAILS ® 3" o.c. <br />RETROFIT DET,�IL <br />(3) SINGLE PLY 2x12 <br />SOUTHERN PINE #2 <br />(OR BETTER) 5TRIN6ER5 <br />(1) 51MP50N A35 CLIP <br />® EA. STRINGER <br />2x4 BLOCKING BETWEEN <br />STRINGERS FASTENED TO <br />BEAM BELOW W/ (3)I0d NAILS <br />2x8 LANDING <br />J015T @ 16" O.G. <br />(3)IOd TOENAILS <br />EA. J015T <br />2x8 LED6ER FASTENED TO <br />GMU Wl (2)Y4" DIA. x 3Y4" <br />LONG TITEN 2 5GREW5 <br />16" O.G. <br />EXTERIOR <br />GMU WALL <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE 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 />i1 I'�r <br />seal: % A <br />S <br />S -,78 \ <br />��0 ;• +TE F ;�441 <br />© C0PYn9h 41ui�kftc. <br />CD <br />JC= <br />w <br />w <br />Z c <br />c� r' <br />Z <br />w aa.. <br />J CD <br />Q CD <br />Z= <br />C) �4 <br />c_ �E <br />WW <br />0° E <br />3: Q . <br />Z M 0 <br />W W CP <br />_ae CO <br />y m <br />a W M M <br />cc M Q <br />I IV <br />M&K project number: <br />068-2001 1 <br />project mgr: J S B <br />drawn by BC <br />issue date: 09-1 4-2 1 <br />REVISIONS: <br />date: initial: <br />(J? <br />O <br />� <br />J <br />W <br />0 <br />� <br />z <br />a <br />O <br />0. <br />� <br />� <br />W <br />J <br />O:D <br />Q <br />� <br />a <br />Z <br />� <br />O(n <br />> <br />Z <br />(n <br />J J <br />sheet: <br />SDm3 <br />
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