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6803 Branham Mill Ct (2)
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6803 Branham Mill Ct (2)
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Last modified
3/21/2025 5:07:19 AM
Creation date
2/28/2025 8:15:57 AM
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Building Plans
Street #
6803
Location
Branham Mill Ct
Contractor
KHFO LLC
Building Plans - Permit #
3406
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PROVIDE 50LID SHIM BETW'N TRU55 <br />$ GONNEGTOR IF TRUSS LOCATED <br />LE55 THAN I Y2" FROM CONNECTOR. <br />WHERE TRUSS 15 6REATER THAN I Y2" <br />FROM UPLIFT CONNECTOR, REFER TO <br />TYPICAL RETROFIT DETAIL P. <br />FASTEN ROOF 5HEATHIN6 TO <br />FASGIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS ® 6" O.G. <br />2x6 FASGIA <br />-SEE ARCH <br />REINF. MASONRY LINTEL/ BEAM - <br />- SEE PLAN FOR SPEGIFIGATIONS. <br />r <br />SECTION <br />3 SCALE: 3/4"=1'-0" <br />2x EXTERIOR WALL <br />-SEE PLAN FOR 5HEATHIN6 <br />AND GONNEGTION 5PEG5. - <br />EXTERIOR WALL 5HT'6. TO RUNS <br />GONTINUOUS 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. FASTEN LADDER <br />TRU55 TO EA. BLK6 PANEL w/ <br />(3)3 Y4"xO.131" NAILS MIN. <br />2 Y2"xO.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 />IN51DE OR OUT5IDE FAGE OF TRU55 <br />VERT WALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />HORZ. REINF. 5PEG5 <br />SECTION <br />38 SCALE: 3/4'=1b' <br />SEE UPLIFT CONNECTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR SPEGIFIGATIONS <br />GONNEGT EAGH END OF <br />MASONRY LINTEL TO TOP OF <br />PIER/ WALL w/ (1) #5 BENT <br />DOWEL w/ 24" LE65 <br />FASTEN 50LE PLATE TO TOP CHORD OF <br />LADDER TRU55 w/ 3"x0.131" NAILS ® 6" O.G. <br />FLOOR TRUSSES <br />-PER PLAN/ <br />FASTEN FLOOR <br />5HT6. TO FIRST <br />TRU55 w/ 3"xO.131" <br />NAILS ® 6" o.c. <br />FASTEN ROOF 5HEATHIN6 <br />TO FASGIA WITH 2 %"xO.113" <br />RIN6 SHANK NAILS <br />® 6" O.G. <br />w "' <br />�Q <br />2x FASGIA <br />-SEE ARCH <br />2x SHEAR WALL <br />- SEE PLAN FOR <br />SPEGIFIGATIONS. <br />FLOOR TRU55 <br />-SEE PLAN <br />�- 2x4 (MIN.) 5PF #2 BLOGKING AS SHOWN AT <br />48" o.c. FAGE NAILED TO TRU55 TOP $ <br />BOTTOM CHORD w/ (4) 3"xO.131" NAILS. <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. 8" GMU BOND <br />W/ (1) #5 GONI <br />ALL LAPS IN MA50NRY 25" <br />RUNNIN6 BAR <br />#5 BENT CORNER BAR <br />6ROUTED CELL <br />TYP. CORNER VERT. JNALL <br />RE I NrORC I NG DETAIL <br />SCALE: NTS <br />SECTION <br />25 5GALE: 3/4"=1'-0° <br />FASTEN TOP CHORD OF V <br />END TRU55 OR 2x4 <br />NAILER THRU WALL <br />5HEATHIN6 TO EXT. <br />WALL STUDS w/ 3"xO.131" <br />NAILS ® 16" O.G. <br />SECTION <br />BY WINDOW/DOOR <br />MANUFAGTURER <br />SEE UPLIFT GONNEGTOR <br />5GHEDULE ON PLANS FOR <br />GONNEGTOR SPEGIFIGATIONS <br />FASTEN ROOF TRU55 TO <br />DOUBLE TOP PLATE w/ <br />(3) 3 Y4"xO.131" TOENAILS <br />2x4 ® 16 "O.G. FA5TEN€9- <br />TO 6ABLE END TRUSS w/ <br />(20'xO.131" TOENAILS. <br />6YP5UM BOARD q MAX <br />PER ARCH FOR <br />FIREPROOFING <br />GABLE END VERTICAL WEB <br />REINFORGIN6 AS REQURIED <br />BY TRU55 MANUF. <br />3 Y4"xO.131" TOENAILS ® 12" <br />O.G. GONNECTIN6 BOTTOM <br />CHORD TO TOP PLATE <br />FASTEN BOTTOM GHORD OF <br />6ABLE END TRU55 TO TOP <br />PLATE WITH 51MP50N A35 <br />GLIPS ® 32" O.G. <br />FASTEN BOTTOM OF 2x4 <br />BRAGE TO DBL. TOP <br />PLATE w/ (1) 51MP50N H2.5T <br />(2)3 Y4"xO.131" TOENAILS <br />FASTEN ROOF SHEATHING TO <br />END TRU55 OR 2x4 NAILER <br />w/ 2 Y2"x0.131" 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 />d HORZ. REINF. 5PEG5 <br />NOTES: <br />FASTEN 5HEATHIN6 TO 2x4- <br />BLOGKIN6 w/ 2 %,"xO.113" <br />RIN6 SHANK NAILS ® 4"O.G. <br />2'-0" MIN <br />ROOF SHTG <br />SHALL BE <br />GONT. 24" MIN <br />ONTO. ROOF <br />2x4 BRACE w/2x4 T-BRAGE, <br />SPAGED ® 4'-0" O.G. MAX. <br />FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" <br />NAILS ® 12" O.G. <br />(NOT REQ'D AT TRUSS HE16HT5 <br />4'-1" OR SHORTER) <br />26 SECTION _ <br />SCALE: 3/4"=1'-0" <br />VALLEY SET <br />OVERFRAMIN6 <br />FASTEN EAGH OVERFR <br />TRU55 TO TRU55 BELOI <br />WITH (1) 51MP50N VTGR <br />® 24" O.G. <br />2x4 BLOGKING w/ <br />(3)3 Y4" x0.131" <br />TOENAILS EACH END <br />x : x <br />x kw <br />(4) 3 Y4"x0.131" <br />NAILS <br />PROVIDE 2x4 BLOGKIN6 ® 48" <br />O.G. IN FIRST (3) BAYS OF <br />ROOF TRU55E5-GUT TO FIT <br />TIGHT BETWEEN TRU55 BOTTOM <br />GHORDS AND NOTCH AROUND <br />SILL PLATE <br />FASTEN DRYWALL TO <br />BLOGKIN6 w/SGREWS <br />/NAILS ® 6" O.G. <br />TYP 1 CAL OVER�RAM I NG <br />CONNECTION DETAIL <br />5GALE: N.T.S. <br />I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FAGE OF <br />WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGONS 6" <br />FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I /2" MIN. FROM ED6E OF <br />BUCK. <br />2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. <br />STRUGTURAL GONNEGTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN <br />THI5 GASE. <br />3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X <br />BUCKED OPENIN6, USE (5) ROWS OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. <br />EA. 9UGGE551VE BUCK. <br />4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING <br />IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. <br />5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) <br />ROWS OF 2 Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER <br />WINDOW/DOOR MANUFAGTURER'S SPECS. <br />WINDONDOOR BUCK PETAIL <br />SCALE: NTS <br />MAIN ROOF 5HEATHIN6 <br />MAIN ROOF TRU555 <br />EXTERIOR WALL 5HT'6. TO RUN <br />GONTINUOUS FULL HE16HT 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 />50LE PLATE <br />2x GONT. RIBBON (TOP $ BOTTOM) <br />FASTEN TO EA. TRU55 VERTICAL <br />w/ (2) 3 Y4"xO.131" NAILS <br />2 Y2"xO.131" ® 3" O.G. INTO <br />BOTTOM GONT. RIBBON <br />PROVIDE SIMP50N HETAI6 <br />EMBEDDED STRAP ® EAGH TRU55 <br />(® Iq.2" O.G. MAX) FASTENED TO <br />END TRU55 VERTICAL OR TO <br />BLOCKING/RIBBON <br />VERT WALL REINF. TO - <br />EXTEND INTO BOND BEAM <br />8" REINF. GMU WALL <br />-SEE PLAN FOR VERT. <br />d HORZ. REINF. 5PEG5 <br />3� S�7511% <br />SC' <br />LETTERED DETAILS ARE TYPICAL FO: <br />THI5 HOME � SHALL BE IMPLEMENTED N <br />ALL APPLICABLE AREAS. THESE <br />DETAILS ARE NOT "GUT" ON THE PLAN`. <br />2x EXTERIOR WALL <br />-SEE PLAN FOR SHEATHING <br />AND GONNEGTION 5PEG5. <br />FASTEN SOLE PLATE TO GONT. RIBBON w/ <br />3"xO.131" NAILS ® 6" O.G. d 5HEATHIN6 TO <br />GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G. <br />FLOOR TRUSSES <br />-PER PLAN <br />8" GMU BOND BEAM <br />W/ (1) #5 GONT. <br />
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