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6761 Branham Mill Ct
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6761 Branham Mill Ct
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Last modified
3/20/2025 7:17:48 PM
Creation date
2/19/2025 1:06:04 PM
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Building Plans
Street #
6761
Location
Branham Mill Ct
Contractor
K Hovnanian Co LLC
Building Plans - Permit #
3439
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PROVIDE 50LID SHIM BETN'N TRUSS <br />4 CONNECTOR IF TRUSS LOCATED <br />LESS THAN I Y2" FROM GONNEGTOR. <br />WHERE TRU55 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS ® 6" O.G. <br />FASTEN DBL 50LE PLATE OF 2x <br />2x EXTERIOR WALL @ STAIRS <br />SEE UPLIFT CONNECTOR <br />WALL TO BOND BM, w/YY VIA. <br />OR 2-5TORY SPACE <br />SCHEDULE ON PLANS FOR <br />ANCHOR BOLTS @ 32 O.G. WITH <br />-SEE PLAN FOR 5HEATHIN6 <br />CONNECTOR SPECIFICATIONS <br />T (MIN.) EMBEDMENT. <br />AND CONNECTION 5PEG5. <br />2x6 FASCIA <br />FASTEN EXTERIOR 5HEATHIN6 <br />._- <br />-SEE ARCH <br />TO 2x 51LL PLATE w/ <br />REINF. MASONRY LINTEL/ BEAM <br />2Y2"x0.131" NAILS 3" O.G. <br />- SEE PLAN FOR SPECIFICATIONS..°:.'., <br />8" GMU BOND BEAM w/ <br />(1) #5 BARS GONT. <br />CONNECT EACH END OF <br />VERT WALL REINF. <br />MA50NRY LINTEL TO TOP OF <br />8" REINF. GMU NALL <br />- <br />TO EXTEND INTO <br />BOND BEAM <br />PIER/ NALL w/ (1) #5 BENT <br />-SEE PLAN FOR VERT. <br />DONEL w/ 24" LE65 <br />HORZ. REINF. 5PEG5 <br />3 SECTION <br />EXTERIOR NALL 5HT'6. TO RUN <br />CONTINUOUS FULL HE16HT OF <br />WALL FROM BOTTOM OF <br />RIBBON TO TOP OF DOUBLE <br />TOP PLATE <br />2 Y2"x0.131" @ 3" O.G. INTO <br />5OLE PLATE <br />2x GONT. RIBBON (TOP $ BOTTOM, <br />FASTEN TO EA. TRU55 VERTICAL <br />wl (2) 3Y4"xO.131" NAILS <br />2 Y2"x0:131" @ 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE SIMP50N HETAI6 <br />EMBEDDED STRAP @ EACH TRU55 <br />(@ 1cI.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />BLOGKIN6/RIBBON <br />VERT NALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8 REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />s HORZ. REINF. SPECS <br />SECTION <br />VALLEY SET <br />OVERFRAMIN6 <br />PROVIDE 50LID SHIM BETN'N TRUSS <br />CONNECTOR IF TRU55 LOCATED LE55 <br />THAN I YY FROM CONNECTOR. <br />WHERE TRU55 15 6REATER THAN I /2" FROM <br />CONNECTOR, REFER TO TYPICAL RETROFIT <br />DETAIL 0. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />FASTEN SOLE PLATE TO GONT. RIBBON w/ <br />3"x0.131" NAILS @ 6" O.G. 4 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G <br />FLOOR TRU55E5 <br />-PER PLAN <br />8" GMU BOND BEAM <br />N/ (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 GAL OVERfRAM I NG <br />CONNECTION DETAIL <br />SCALE: N.T.S. <br />p, SECTION <br />18 SCALE: 3/4"=1'-0" <br />2x EXTERIOR NALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND CONNECTION SPECS. <br />EXTERIOR NALL 5HT'6. TO RUNS <br />CONTINUOUS 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 50LE- <br />PLATE <br />LADDER TRU55. FASTEN LADDER- <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3 Y4"xO.131 NAILS 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 />STRAP MAY BE INSTALLED ON <br />INSIDE OR OUTSIDE FACE OF TRUSS <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />SECTION <br />38 SCALE: 3/4"=1'-0" <br />FASTEN SOLE PLATE TO TOP CHORD OF <br />LADDER TRUSS w/ 3"xO.131" NAILS @ 6" O.G. <br />FASTEN FLOOR <br />FLOOR TRU55E5 5HT6. TO FIRST <br />-PER PLAN TRU55 w/ 3"xO.131" <br />NAILS ® 6" o.c. <br />2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT <br />48" o.c. FACE NAILED TO TRU55 TOP $ <br />BOTTOM CHORD w/ (4) 3"xO.131" NAILS. <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />ALL LAPS IN MA50NRY 25" <br />-RUNNING BARS <br />#5 BENT CORNER BAR <br />GROUTED CELL <br />TYP. CORNER VERT. HALL <br />REIN�ORGING DETAIL <br />SCALE: NTS <br />FASTEN ROOF 5HEATHIN6 <br />TO FASCIA WITH 2 %"xO.113" <br />RING SHANK NAILS <br />6" O.G. <br />Z <br />2x FASCIA u' <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPECIFICATIONS. <br />2x4 ® 16"O.C. FA5TENEP <br />TO GABLE END TRU55 w/ <br />(20'xO.131" TOENAILS. <br />6YP5UM BOARD---- Cl" MAX <br />PER ARCH FOR <br />FIREPROOFING <br />GABLE END VERTICAL WEB - <br />REINFORGIN6 AS REGURIED <br />BY TRU55 MANUF. <br />SEE UPLIFT CONNECTOR <br />SCHEDULE ON PLANS FOR <br />3Y4"x0.131" TOENAILS ®12"- <br />CONNECTOR SPECIFICATIONS <br />O.G. GONNECTIN6 BOTTOM <br />FASTEN ROOF TRU55 TO <br />CHORD TO TOP PLATE <br />DOUBLE TOP PLATE w/ <br />(5) 3 Y4"x0.131" TOENAILS <br />FASTEN BOTTOM CHORD OF <br />GABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A35 <br />CLIPS ® 52" O.G. <br />FASTEN BOTTOM OF 2x4 J <br />BRACE TO DBL. TOP <br />SECTION PLATE w/ (1) 51MP50N H2.5T <br />2CJ (2)3Y4"xO.131" TOENAILS <br />FASTEN TOP CHORD OF <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL 5TUD5 w/ 3"xO.131" <br />NAILS @ 16" O.G. <br />FLOOR TRU55E5 <br />-5EE PLAN <br />8" GMU BOND BEAM <br />N/ (1) #5 CONT. - <br />SECTION <br />FASTEN ROOF 5HEATHIN6 TO <br />END TRUSS OR 2x4 NAILER <br />w/ 2 Y2"xO.131" NAILS ® 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"xO.131" <br />NAILS @ 16" O.G. <br />VERT WALL REINF. TO <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />4 HORZ. REINF. SPECS <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 3Ya"xO.113" <br />RING SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF 5HT6 <br />SHALL BE <br />GONT. 24" MIN <br />ONTO,ROOF <br />Y-1 VIA ✓�1VRILI`/ <br />SECTION <br />26 SCALE: 3/4"=1'-0" <br />5HEARNALL ABOVE <br />FASTEN 5HEATHIN6 TO <br />BLOGKIN6 w/ 2 3/8'xO.1 <br />NAILS ® 6" O.G. <br />INSTALL 5HEATHIN6-\ <br />PRIOR TO IN5TALLIN6 <br />LOW ROOF TRUSSES <br />LON ROOF TRUSSES <br />-SEE PLAN, <br />PROVIDE ADD'L- <br />VERTICAL IN TRU55 <br />FOR BEARING <br />2x LEDGER <br />-REFER TO "ROOF <br />FRAMING NOTES" <br />EXTEND EXTERIOR <br />5HEATHIN6 TO BOTTOM <br />OF FLOOR SYSTEM <br />@IETSZE" <br />2x4 BLOGKIN6 w/ <br />(3)3 Y4"x0.131 " <br />TOENAILS EACH END <br />(4) 3 Y4"x0.131 " <br />NAILS <br />PROVIDE 2x4 BLOGKIN6 @ 48" <br />O.G. IN FIRST (3) BAY5 OF <br />ROOF TRU55E5-GUT TO FIT <br />T16HT BETWEEN TRU55 BOTTOM <br />CHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOCKING w/5GREN5 <br />/NAILS ® 6" O.G. <br />2x6 GONT. BLOGKIN6 <br />FASTENED TO EA. STUD w/ <br />(3) 3"x0.131" NAILS <br />FASTEN 50LE PLATE TO <br />FLUSH BEAM w/ <br />3"x0.131" NAILS ® 6" O.G. <br />FLOOR TRU55E5 <br />(SEE PLAN) <br />�- FLUSH BEAM OR FLOOR G.T. <br />(SEE PLAN) <br />LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN <br />THIS HOME � SHALL BE IMPLEMENTED IN SPEC I E I G AND ARE ONLY REOU I RED <br />ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED <br />DETAILS ARE NOT "GUT" ON THE PLANS. 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