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6750 Shelby Lynn Way
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6750 Shelby Lynn Way
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Last modified
3/20/2025 4:29:54 PM
Creation date
2/28/2025 8:14:24 AM
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Building Plans
Street #
6750
Location
Shelby Lynn Way
Contractor
KHFO LLC
Building Plans - Permit #
2512
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PROVIDE 50LID 5HIM BETH'N TRU55 <br />4 CONNECTOR IF TRU55 LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT GONNEGTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FA5GIA WITH 2 %"x0.113" <br />RIN6 SHANK NAIL5 ® 6" O.G. <br />2x6 FA5GIA -jam <br />-SEE ARCH �" <br />REINF. MA50NRY LINTEL/ BEAM - <br />- 5EE PLAN FOR 5PEGIFIGATION5. <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNEGTI ON 5PEG5. - <br />EXTERIOR WALL 5HT'6. TO RUNS <br />GONTINUOU5 FULL HEIGHT OF WALL <br />FROM BOTTOM OF LADDER TRU55 <br />TO TOP OF DOUBLE TOP PLATE <br />2 Y2"xO.131" ® 3" O.G. INTO 5OLE- <br />PLATE <br />LADDER TRU55. FA5TEN LADDER <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- <br />BOND BEAM w/ 51MP50N HETAI6 <br />EMBEDDED STRAP ® 16" O.G. <br />5TRAP MAY BE INSTALLED ON <br />IN51DE OR OUTSIDE 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 />SECTION <br />5EE UPLIFT CONNECTOR <br />5GHEOULE ON PLANS FOR <br />CONNECTOR 5PEGIFIGATION5 <br />CONNECT EACH END OF <br />MA50NRY LINTEL TO TOP OF <br />PIER/ WALL W (1) #5 BENT <br />DOWEL W 24" LE65 <br />FASTEN SOLE PLATE TO TOP CHORD OF <br />LADDER TRU55 W 3"x0.131" NAIL5 ® 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HT6. TO FIR5T <br />-PER PLAN TRU55 w/ 3"x0.131" <br />NAIL5 ® 6" o.c. <br />2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT <br />48" o.c. FACE NAILED TO TRU55 TOP d <br />BOTTOM CHORD W (4) 3"x0.131" NAIL5. <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />FASTEN ROOF 5HEATHIN6 <br />TO FA5GIA WITH 2 %"x0.113" <br />RING SHANK NAILS <br />® 6" O.G. <br />-A- <br />LU <br />2x FA5GIA `r, <br />-5EE ARCH <br />2x 5HEAR WALL <br />- 5EE PLAN FOR <br />5PEGIFIGATION5. - <br />FASTEN ROOF 5HEATHIN6 TO <br />2x LEDGER w/ 2 %"x0.113" <br />RIN6 SHANK NAIL5 ® 6" O.G- <br />ROOF TRU55E5 <br />PER PLAN <br />FASTEN EA. TRU55 <br />TO LEDGER w/ <br />51 MP50N H2.5T <br />2x LEDGER <br />-REFER TO "ROOF <br />FRAMING NOTE5" <br />(U.N.O. ON PLAN) <br />PROVIDE 5IMP50N HETAI6 <br />EMBEDDED 5TRAP ® EACH TRU55 <br />(® Iq.2" O.G. MAX.) FASTENED TO <br />END TRU55 VERTIGAL OR TO <br />13LOGKIN6/RIBBON <br />SECTION <br />SECTION <br />5EE UPLIFT CONNECTOR <br />5GHEDULE ON PLAN5 FOR <br />CONNECTOR 5PEGIFIGATION5 <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE W <br />(3) 3 Y4"xO.131" TOENAILS <br />2x6 BLOGKIN6 IN EA. TRU55 BAY <br />FASTENED TO EACH GRO551% <br />5TUD w/ (3)3 Y4"x0.131" NAIL5 <br />5EE DETAIL 37 <br />FOR ADDITIONAL <br />CONNECTION INFO 4 <br />514T6. FA5TENIN6 <br />2x4 ® 16"O.G. FA5TEWI?- <br />TO GABLE END TRU55 w/ <br />(20'xO.131" TOENAIL5. <br />6YP50M BOAR: <br />PER ARCH FOR <br />FIREPROOFING <br />q" MAX <br />GABLE END VERTICAL WEB <br />REINFORGIN6 A5 REQURIED <br />BY TRU55 MANUF. <br />3 Y4"x0.131" TOENAILS ® 12" <br />O.G. GONNEGTIN6 BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM CHORD 0 <br />GABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A55 <br />GLIP5 ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 <br />BRACE TO DBL. TOP <br />PLATE W (1) 51MP50N H2.5T <br />d (2)3 Y4"x0.131 " TOENAILS <br />FA5TEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 3/b"xO.113" <br />RIN6 SHANK NAIL5 ® 4"O.G. <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO, ROOF <br />`t -1 VI'C 7r7C/K I CrCJ <br />SECTION <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL 5TUD5 w/ 3"x0.131" <br />NAIL5 ® 16" O.G. <br />FLOOR TRU55E5 <br />-5EE PLAN <br />8" GMU BOND BEAM <br />H/ (1) #5 GONT. - <br />SECTION <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4 "x0.131" <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131" <br />NAIL5 <br />PROVIDE 2x4 13LOGKIN6 ® 48" <br />O.G. IN FIR5T (3) BAY5 OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOM <br />GHORD5 AND NOTCH AROUND <br />51LL PLATE <br />FA5TEN DRYWALL TO <br />BLOGKIN6 w/5GREH5 <br />/NAIL5 ® 6" O.G. <br />FA5TEN ROOF 5HEATHIN6 TO <br />END TRU55 OR 2x4 NAILER <br />w/ 2 Y2'xO.131" NAIL5 ® 6" o.c. <br />FASTEN BOTTOM CHORD OF <br />END TRU55 OR 2x4 NAILER <br />TO LADDER TRU55 VERTICAL <br />OR 2x RIBBON w/ 3"x0.131" <br />NAIL5 ® 16" O.G. <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 />EXTERIOR WALL 5HT'6. TO RUN <br />GONTINUOU5 FULL HEIGHT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 Y2"xO.131" ® 3" O.G. INTO <br />SOLE PLATE <br />2x GONT. RIBBON (TOP 4 BOTTOI <br />FA5TEN TO EA. TRU55 VERTICAL <br />W (2) 3 Y4"x0.131" NAIL5 <br />2 Y2"x0.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE 51MP50N HETAI6 <br />EMBEDDED STRAP ® 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 />d HORZ. REINF. 5PEG5 <br />-r SECTION <br />VALLEY 5ET <br />OVERFRAMIN6 <br />FASTEN EACH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />* PROVIDE 50LID SHIM BETW'N TRU55 $ <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I Y2" FROM CONNECTOR. <br />WHERE TRU55 15 GREATER THAN I Y2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL 0. <br />2x EXTERIOR WALL <br />-5EE PLAN FOR 5HEATHIN6 <br />AND CONNECTION 5PEG5. <br />FASTEN 50LE PLATE TO GONT. RIBBON w/ <br />3"xO.131" NAIL5 ® 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 />H/ (1) #5 GONT. <br />TYPICAL OVERPRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />seal: �,�,,�itiil#f#1i�fi <br />y`.�� '.•;�cENiF,%c��� <br />No 77824 ' <br />7 <br />;(0 '� STATE OF <br />0 . <br />0R10P•'C4����`� <br />© copyflgM."pR\\\\ <br />Structural) ngineering, Inc. <br />a� <br />z <br />_J <br />W <br />W <br />Z <br />N <br />Q <br />CD <br />Z <br />i Z <br />W <br />J <br />L.: <br />oc <br />Z= <br />.n <br />�Q <br />H <br />= <br />ccU <br />may. �Q <br />t <br />W:2 <br />to <br />-5 j <br />= -a <br />°° E <br />Jz <br />Q+ <br />(� <br />W <br />C <br />y <br />2 <br />2 y <br />W <br />m <br />N <br />IVF <br />MW project number: <br />068•19029 <br />project mgr: JSB <br />drawn by: BC <br />issue date: 07-08.21 <br />REVISIONS: <br />date: initial: <br />JUL 0 9 2021 <br />Q <br />ALL LAPS IN MA50NRY 2511 BOND -BEAM NOTES: r� a <br />I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF u l 0 <br />RUNNING BAR HINDOH/DOOR, FA5TEN BUCK TO MASONRY W/ (1) RON OF Wb"x4" TAPGON5 6" ,.__j <br />FROM EN05 AND 16" <br />O.G. MAX. TAPCON5 TO BE I Y2 MIN. FROM EDGE OF LL. <br />BUCK. <br />PRECAST N X <br />HEADER 2. BUGK5 LE55 THAN 2 TO BE FA5TENED H/ GUT NAIL5 OR EQUIVALENT. I•J�I �t <br />STRUGTURAL CONNECTION OF WINDOH/DOOR TO 5TRUGTURE BY OTHERS IN Z <br />TH15 GA5E. �„L� {....� _ <br />I� 0 <br />CA 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X a <br />BUCKED OPENING, U5E (3) ROH5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. @r� <br />EA. 5000E551VE BUCK. v! <br />4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING 'Q <br />7#5 BENT CORNER BAR IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. n <br />GROUTED CELL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) <br />BUCK 5PEGIFIED ROW5 OF 2 Y2'x0.131" NAIL5 ® 16" O.G. FA5TEN WINOOW/DOOR TO 2X PER BY HINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. U <br />MANUFACTURER <br />TYP. CORNER PERT. HALL W 0) d <br />REINFORCING DETAIL � M x <br />SHALL: NM WINi7ONVOOR BUCK DETAIL 2LU �- z <br />H SCALE: �'W J J <br />0 .._., <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 REGU I RED <br />ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. <br />sheet: <br />SDM2 <br />
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