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6921 Shelby Lynn Way
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6921 Shelby Lynn Way
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Last modified
2/26/2025 12:03:09 PM
Creation date
2/19/2025 9:46:13 AM
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Building Plans
Street #
6921
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
442
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a <br />FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 3/B"xO.113" <br />RING 5HANK NAILS <br />6" O.G. <br />i< <br />n <br />2x6 FA5GIA <br />-SEE ARGH <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />VALLEY SET <br />OVERFRAMI N6 <br />FASTEN EAGH OVERFR <br />TRU55 TO TRU55 BELO <br />WITH (1) SIMP50N VTGR <br />® 24" O.G. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />8 GONNECTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM GONNEGTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />TYP I CAL OVERPRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />SEE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />GONNECTOR 5PEGIFIGATION5 <br />PROVIDE MOISTURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />BOND-BEAMi- <br />_,,___—GONTIN. PREGA5T HEADER <br />8" GMU PIER <br />ENTIRE GOLUMN TO <br />BE GROUT FILLED <br />GA5T-GRETE GA5T-GRETE <br />WINDOW SILL, WINDOW SILL, <br />OR EQUIV. OR EQUIV. <br />POOLE K N170JN <br />MASONRY PIER DETAIL <br />SCALE: NTS <br />TRIPLE WINDOW SIM. <br />PROVIDE SOLID SHIM BETW'N TRU55 <br />4 GONNEGTOR IF TRU55 LOCATED <br />LE55 THAN 1 Yz" FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I /2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"x0.113" <br />RING SHANK NAILS ® 6" O.G. <br />2x(9 FA5GIA <br />-SEE ARGH Ir <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR 5PEGIFIGATION5. <br />SEE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR 5PEGIFIGATION5 <br />GONNEGT EAGH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL W (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />SECTION <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />6ROUTED GELL <br />TYP. CORNER VERT. HALL <br />RE I NPORG I NG PETA I L <br />SCALE: NTS <br />p )511RO71T 11ETAIL <br />/1-0' <br />SEE DETAIL I ON <br />5TRUGTURAL 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" DIA, x 2 <br />Y4" LONG TITEN 5GREW5 <br />PROVIDE M015TURE BARRIER <br />PLATE (PER TRU55 MANUF) <br />EACH TRU55. <br />PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO <br />ROOF TRUSSES ® EVERY OTHER BAY <br />FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG <br />TAPGON5. FASTEN BLOGKIN6 TO ROOF <br />TRU55E5 W (2) 3 Y4"xO.131" NAILS ® EA. END. <br />PROVIDE 50LID SHIM BETW'N TRU55 <br />CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2° FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN 1 Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />2x FA5GIA <br />-SEE ARGH <br />FASTEN EXTERIOR 5HEATHIN6 TO 2x4 <br />BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.I31" <br />NAILS ® 6" O.G. <br />FASTEN EA, 2x4 BLOGKIN6 IN EA. <br />TRU55 BAY TO BOND BM. P44) <br />HILTI DNI12P8 PAF's <br />FASTEN EXTERIOR 5HEATHIN6 TO - <br />2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS <br />3"O.G. - <br />8" GMU BOND BEAM W <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <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 />I N5TRUGTI ON5. <br />FUTURE 8" GMU <br />BLOCK <br />DRILL 6" INTO EX15T'6117� <br />SLAB, EPDXY $ DRIVE I d <br />#5 DOWEL, PROVIDE MIN. I - <br />30" LAP 5PLIGE I I I C) <br />I I I <br />GRADE _ <br />SECTION <br />SCALE: 3/4°=1'-0° <br />BY WINDOW/DOOR <br />MANUFACTURER <br />ROOF TRUSSES <br />-5EE PLAN <br />UPLIFT GONNEGTOR <br />-PER 5GHEDULE <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />NOTES: <br />ROOF TRU5 <br />-SEE PLAN <br />(2)3 Y2"x0.1� <br />8" GMU BOI` <br />(1) #5 BARS <br />8" REINF. GMU WALL - <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wc,"x4" TAP6ON5 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF <br />BUCK. <br />2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUGTURAL GONNEGTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X <br />BUGKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. 5UGCE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />ROWS OF 24/2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'S 5PEG5. <br />Hll K NOONPOOR BUCK DETAIL <br />SCALE: NTS <br />nS <br />SEE TYP. FOUNDATION <br />DETAILS FOR ADDITIONAL <br />INFORMATION NOT 5HOWN <br />HERE <br />#5 VERT. BAR TO BE <br />LOCATED PER PLAN <br />IN GROUTED GELL <br />ra-�. v vriv rim � v�� riw� i w vir.rr <br />5 5HANK <br />2x4 FLAT BLOGKIN6 @ 165" o.c. <br />FASTENED TO BOND BM. w/Y4" <br />TAPGON <br />(2)3 Y2"xo.131" <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />!iE_I� <br />ENAL/I'-0" <br />LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN <br />TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPL I GABLE AREA5. THE5E WHERE SPECIFICALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />seal: <br />,, <br />a <br />a <br />No <br />.. is <br />. @•� �: <br />© cop rig • RPTTG411l ®0�0 <br />aZ <br />JLU <br />w <br />w <br />Z c <br />� rn <br />Z Q <br />w a. <br />Q <br />CC <br />Z= <br />f- <br />c� -UJ <br />��- <br />c E <br />H � m <br />c� <br />1:� m E <br />Q Q <br />J '= CD o <br />Z -v o <br />Co <br />M W Y <br />p o <br />O <br />y M UA <br />W G N <br />cc M G. <br />IV <br />M&K project number: <br />068-2001 1 <br />project mgr: NJ M <br />drawn by: JAI <br />issue date: 04-1 8-20 <br />REVISIONS: <br />date: initial: <br />LO <br />J <br />o <br />J <br />LL <br />� <br />J <br />W <br />J <br />0 <br />� <br />� <br />I- <br />Z <br />U <br />U <br />O <br />d <br />= <br />x <br />I�— <br />(f� <br />Q <br />o <br />J ._I <br />sheet: <br />SD-2 <br />
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