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6872 Shelby Lynn Way
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6872 Shelby Lynn Way
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Last modified
2/24/2025 1:07:19 PM
Creation date
2/19/2025 9:43:40 AM
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Building Plans
Street #
6872
Location
Shelby Lynn Way
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
1081
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EXTERIOR WALL 5HT'G. TO RUN <br />GONTINUOU5 FULL HEIGHT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2Y2"xO.131" ® 3" O.G. INTO- <br />50LE PLATE <br />2x GONT. RIBBON (TOP 4 BOTTO <br />FA5TEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"xO.131" NAIL5 <br />2 Y2"xO.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED 5TRAP ® EACH TRU55 <br />(® Iq.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />BLOGKIN6/RIBBON <br />VERT WALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />VALLEY 5ET <br />OVERFRAMIN6 <br />4 PROVIDE 50LID SHIM BETW'N TRU55 4 <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL Q. <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />FA5TEN SOLE PLATE TO CANT. RIBBON w/ <br />3"x0.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 Y2"x0.131" NAIL5 ® 6" O.G <br />FLOOR TRU55E5 <br />-PER PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />MAIN ROOF 5HEATHIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />MAIN ROOF TRU555 <br />TYP I CAL OVERFRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.5. <br />FA5TEN DBL 50LE PLATE OF 2x <br />WALL TO BOND BM. w/Y2" DIA. <br />ANCHOR BOLT5 ® 32" O.G. WITH <br />7" (MIN) EMBEDMENT. <br />FA5TEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE w/ <br />2V2'x0.131" NAIL5 ® 3" O.G. <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />8" REINF. GMU WALL <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />p, SECTION <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. - <br />EXTERIOR WALL 5HT'G. TO RUNS <br />GONTINUOU5 FULL HE16HT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2"xO.131" ® 3" O.G. INTO 50LE <br />PLATE <br />LADDER TRU55. FA5TEN LADE <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3 Y4"xO.131" NAIL5 MIN. <br />2 Y2"x0.131" ® 3" O.G. INTO <br />LADDER TRU55 <br />FASTEN LADDER TRU55 TO GMU-1 <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED 5TRAP ® 16" O.G. <br />5TRAP MAY BE IN5TALLED ON <br />IN51DE OR OUT5I1?E FACE OF TRU55 <br />VERT WALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL - <br />-5EE PLAN FOR VERT. <br />4 HORZ. REINF. 5PEG5 <br />p, SECTION <br />2x EXTERIOR WALL ® 5TAIR5 <br />OR 2-5TORY 5PAGE <br />-5EE PLAN FOR 5HEATHIN6 <br />SAND CONNECTION 5PEG5. <br />VERT WALL REINF. <br />TO EXTEND INTO <br />BOND BEAM <br />FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 VxO.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />2x FA5GIA <br />-5EE ARCH <br />2x 5HEAR WALL <br />- 5EE PLAN FOR <br />5PEGIFIGATION5. <br />SECTION <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />FA5TEN ROOF TRU55 TO <br />DOUBLE TOP PLATE W <br />(3) 3 Y4"xO.I31" TOENAIL5 <br />seo 1 �02t1, f <br />• r TATE O' <br />© copyHgh?0_� RN & KULP <br />SfAidu&al aineerina.-ihc. <br />aco <br />z <br />JR <br />W <br />W <br />z <br />o <br />c� <br />rn <br />z <br />W <br />J <br />0- <br />N <br />Q <br />Zm <br />= <br />� <br />Q� <br />Cn <br />=a <br />00 E <br />>. <br />.Jz <br />MLU <br />y <br />W <br />m <br />� N <br />7 <br />M&K project number: <br />068-2001 1 <br />project mgr: <br />J S B <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 w/ 3"xO.131" NAILS ® 6" OL. <br />drawn by: <br />MJT <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HTG. TO FIR5T <br />issue date: <br />10-09.20 <br />-PER PLAN TRU55 w/ 3"xO.131" <br />REVISIONS: <br />NAILS ® 6" o.c. <br />date: <br />initial: <br />2x4 (MIN.) 5PF #2 13LOGKIN6 A5 5HOWN AT <br />48" o.c. FACE NAILED TO TRU55 TOP 4 <br />BOTTOM CHORD w/ (4) 3"xO.131" NAIL5. <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />ALL LAPS IN MA50NRY 25" <br />RUNNING BAR <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER PERT. WALL <br />RE I NFORC I NG DETA I L <br />WALM RM <br />BY WINDOW/DOOR <br />MANUFACTURER <br />NOTES: <br />I. 2X PT 13UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF <br />WINDOW/DOOR, FA5TEN BUGK TO MA50NRY W/ (1) ROW OF WWX4" TAPGON5 6" <br />FROM EN05 AND I6" 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 NAIL5 OR EQUIVALENT. <br />5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN <br />THI5 GA5E. <br />3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EX15TIN6 2X <br />BUCKED OPENING, U5E (3) ROW5 OF 3"x0.131" NAIL5 5TAC76ERED ® 12" O.G. <br />EA. 5000E551VE BUCK. <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING <br />IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />ROW5 OF 2Y2"x0.13I" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFACTURER'S 5PEG5. <br />&LHINIPONDOOR SUCK DETAIL <br />, RM <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � 5HALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED <br />ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SDW2 <br />I^ <br />d <br />
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