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4620 Eagle Ranch Dr
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Last modified
2/26/2025 8:20:24 PM
Creation date
2/18/2025 4:24:21 PM
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Building Plans
Street #
4620
Location
Eagle Ranch Dr
Contractor
Covenant Homes Inc
Building Plans - Permit #
14870
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FLEXIBLE FLA5HIN67 <br />HEATHER RE515TANT <br />BARRIER <br />EXTERIOR FACADE <br />R161D FAL5HINr7 <br />5EALENT BEAD <br />.HINDON FASTENER (SEE HDN <br />INSTALLATION DETAIL) <br />-HOOD FRAME HEADER <br />DRYKALL <br />5EALENT BEAD <br />EALENT BEAD <br />SILL <br />EXTERIOR FACAD <br />FLEXIBLE FLASHIN& <br />HEATHER RE51STANT <br />NINDOH FASTENER (SEE <br />BARRIER <br />INSTALLATION DETAIL) <br />ALENT 13EAD <br />I <br />51 LL HEADER DETAIL HOOD OPENIN65 <br />5EALENT 13EAD <br />5EALENT BEAD <br />-5EALENT BEAD <br />-PRESSURE TREATED BUGK5TRIP <br />(MIN 2 115" AS 5HONN) <br />-SHIM AS SHOM <br />HINDON FASTENER (SEE NON <br />INSTALLATION DETAIL) <br />SEALENT BEAD <br />HINDON SILL <br />PRE-GA5T <br />CONCRETE SILL <br />SILL 4 HEADER DETAIL MASONRY OPENIN65 <br />NOT TO 50ALE <br />NOTE: <br />AN ADDITIONAL RON OF TAPE <br />15 NEEDED IF THE TAPE 15 TOO <br />NARROH TO COVER ALL EXPOSED <br />-7 FLAN49E. <br />NAILS IN THE NAILINC <br />t-ll^�DHI NC7 I At-= <br />POLYSTYRENE <br />MITER COVER <br />FLA5HIN(5 TAPE <br />NINDON FLANC7E <br />POLYSTYRENE <br />NINDON FLA5HIN(5 NOTES: MITER COVER <br />STEP #1 CAULK HINDON OPENINC7 EDOE <br />PRIOR TO SETTINO NINDON. <br />STEP #2 HOUSEWRAP TAPED TO FLANC-E BOTTOM. <br />STEP #3 CUT HOUSEHRAP DIRECTLY ABOVE NAILIN& FLANC-A-= <br />4 OVERSIZE CUT b" BOTH 51DE5 OF V41NDON FLANC7E. <br />STEP #4 COVER OPEN NAILINC7 FLANOE MITER WIRED HOU5ENRAP TAPE. <br />STEP #5 INSTALL FLA5HIN67 TAPE 2 SIDES <br />NITH TOP OF TAPE FLASHED UNDER HOU5EHRAP. <br />HIDER OR ADDITIONAL 51DE TAPE MUST BE INSTALLED OVERLAPPIN(9 <br />ONTO THE NINDOH FRAME TO COVER SEAM AND 5r.REN5 AT MULL. <br />STEP #6 INSTALL FLA514145 TAPE AT TOP. <br />TYPIGAL HINDOH FLA5HIN6 IN FRAME <br />NOT TO 50ALF <br />IM MOLDIN& <br />DOOR JAMB <br />#12 X 3" 5GRE1,6 <br />a W, O.G. <br />SHIMS <br />65,10.6. <br />'2X FRAMIN& EA. Ibd NAILS <br />POOP, JAME3 DETAIL - HOOD <br />NOT To SCALE <br />TRUSS <br />STRAPPINC7 PER <br />FRAMINO PLAN <br />li <br />5IMP50N 5P2 <br />a EA STUD <br />2x STUDS AT 16" O.C. <br />BLOCKIN6 TYP. <br />FOR ALL INT. <br />(1) RON OF 2x BLOCKINO 0 MID <br />PARTITION <br />N <br />HT FOR HALL HT @ bl-b" 4 LE55. <br />HALLS AS <br />-OR- (2) ROH5 OF 2x BLOGKIN& <br />NELL <br />a 3rd PT5 FOR HALL HT o &-b" <br />4 H16+E-R. <br />2x P.T. 501 F PLATE <br />5IMP50N 5ple <br />1/2"(P x 8" ',J'f3OLT SPACED a 24" O/C. <br />EA STUD <br />MINIMUM b" EMBEDMENT 2" VIAM. X 3/16" <br />NASH. (SEE NOTES FOR ALTERNATE BOLTS) <br />\777��T,/,,; <br />Fm, <br />1-411 <br />REBAR CONTINUOUS <br />E3 E3R6. FRAME HALL SEGT. (UPLIFT) <br />DOUBLE TOP <br />PLATE <br />BLOCKINO TYP. FOR <br />ALL INT. PARTITION <br />HALLS AS NELL <br />FLOOR TR.U55 5TRAPPIN6 <br />PER FRAMIN(9 PLAN <br />2x STUDS AT 16" O.G. <br />(1) RON OF 2x BLOCKIN67 a MID <br />HT FOR HALL HT a 4 LESS. <br />OR- (2) ROH5 OF 2x BLOCKIN67 <br />@ 3rd PT5 FOR KALL HT @ 5'-6" <br />4 HI&HER. <br />2x P.T. 50LE PLATE <br />1/4"x4" TITEN OR TAPGON5 <br />SPACED 0 12" O/C. <br />rINUoU5 <br />SEE FLOOR PLAN FOR 51ZE OF STUDS <br />BR6. FRAME HALLSEGT (NO UPLIFT). <br />2"x 4" COLUMNS H1 (1) RON OF 5TA6C7ERED Ibd <br />2 x 6" OR 2"x 6" COLUMNS H/ (2) ROH5 <br />COMMON HIRE NAILS (0 = 0.162", L = 3 1/2") <br />OF 5TAi96ERE0 Ibd COMMON HIRE <br />NAILS (D = 0.162", L = 5 1/2") <br />NOTE-5s <br />1. ADJACENT NAILS ARE DRIVEN FROM OPP051TE <br />4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAO <br />51DE-5 OF THE COLUMN <br />5GREN5 OR EQUAL (5PAGE AS 5HOHN FOR <br />3-PLY) <br />2. ALL NAILS PENETRATE AT LEAST 3/4 OF THE <br />THICKNESS OF THE LAST LAMINATION <br />5. FOR 5-PLY, PROVIDE 1/4" DIA. x7" LAO <br />SCREWS OR EQUAL (5PACE ASSHONN FOR <br />3. FOR 3-PLY, GOLUMN SHALL BE NAILED AS <br />3-PLY) <br />5HOHN FROM EACH SIDE (ONE INTO EACH <br />OUTSIDE FACE OF B.U.C., SAME NUMBER OF <br />6. REFER TO N05 SECTION 15.3 FOR ADDITIONAL <br />RON5,5AME SPACINC7) <br />INFORMATION <br />TYPICAL STUD GOLUMN AND JAGK NAILING, <br />NOT TO SCALE <br />1/2" DENSE GEILIN67 <br />BOARD DRYKALL - <br />lxb BLOCKIN& EXTEND 20" MIN. <br />PAST NINDOH OPENIN67 AT EACH <br />51DE HHERE P0551BLE <br />Ix PT <br />TEMPERED <br />(5LASS <br />NOTE <br />INSERT TRACK FROM <br />OUT51DE FACE OF <br />BLOCK <br />TRUSSES <br />SEE LINTEL 56HEOULE <br />I CAST GONG. LINTEL k4l 1-#5 <br />CONT. OVER DOOR OPENIN67 <br />DOOR TRACK <br />(5EE FLOOR PLAN) <br />-I <br />OUTSIDE <br />IN51DE <br />SET TRACK IN A FULL <br />BED OF CAULK <br />/--5EE FOUNDATION PLAN <br />NOTE: <br />SEE FLOOR PLAN FOR 5LIDIN6 OLA55 <br />DOOR APPLICATIONS USED <br />/OOH� T-1-P. 560 SEGTION5 <br />':�TDFW NOT TO SCALE <br />DOUBLE 2 x 12 HEADER w/ 1/2" FLITCH <br />PLATE UNLE55 OTHERW15E NOTED <br />2-RON5 Ibd NAILS 5TA66ERED a Ib" 0/0 <br />EACH FACE OR 3-ROH5 Ibd NAILS <br />5TAC76ERED a 1611 o1r, FOR 2"xIO" OR <br />6REATER. HEADER <br />(2) 5IMP50N L5TA24 UNLE-55 NOTED <br />0 <br />OTHEI;ZHI5E <br />FILLINry AND BLOGKINC <br />-7 AS REQUIRED <br />FASTENED To HEADER H/ (24) 16-d 16" O/c, <br />UNLE55 NOTED OTHERN15E <br />rSEE STUD <br />I <br />NAILINC, <br />2x STUDS TYP. <br />DETAIL <br />DOUBLE 2x CRIPPLE STUD UNLE55 <br />OTHERA15E NOTED ON PLAN <br />5IMP50N LTTIcI H/ 1/2" HILTI KNIK BOLT 11 <br />ANCHOR H/ 6" EMBEDMENT UNO <br />PT 130T. PLATE <br />NOTE. <br />HEADER / P05T GALLOU T5 <br />ON FLOOR PLANS TAKE <br />PRECEDENCE OVER THE <br />INFORMATION SHOHN ABOVE. <br />TYP. FRAME <br />OPENIN65 AT BEARING, HALLS - IST FLOOR <br />NOT TO SCALE <br />ASPHALT SEALANT: <br />12" MIN. <br />- - - - - - - - - - <br />- - <br />- - - - - - - - - - - - - - --- <br />ASPHALT BASED <br />EXTEND MIN. 6" A13OVE <br />aALV. MTL. <br />'4 . <br />SEALANT APPLIED <br />FLASHINC7 <br />'t" FLA5HIN67 <br />BEHIND FLA5HIN6 <br />LAN C-_�E <br />DIVERTER <br />AND EXTENDIN& A <br />FLA5HINr7 <br />ROOF MATERIAL <br />MINIMUM OF b" ABOVE <br />VERTICAL R15E OF FLA-15HIN6 <br />DRIP <br />ROOFIN67 FELT <br />ROOF CRICKET- V`ERTIGAL <br />AT KNEE4-4ALL <br />El?6E—' <br />MIN. 5:125LOPE KNEE HALL I <br />< <br />(REQUIRED AT I <br />FASCIA <br />ALL LEVEL VALLEY I <br />LL <br />LOGATION5) PLASTER <br />F160RE 1: FLA5HIN6 INSTALLATION KNEENALL <br />5TOP <br />\zw <br />(SEE FIC-URE 5 FOR MORE <br />INFO) <br />I ROOF <br />_bm X 16" HORIZONTAL <br />FLASHiNr, <br />lmATERiAL__, <br />"'�--5EALANT <br />rALv. cow. <br />LANe,E A_5PHALT SEALANT: <br />EXTEND MIN. 6" ABOVE <br />FLA5HIN67 <br />t__ <br />----- ---------- <br />TAPE 6" HIC7H <br />6" TO 12" PER <br />PLAN SPECS <br />- <br />DIVERTER, <br />FLA5HIN6 <br />6" MIN. <br />ALV. 'L' FLA5HIN & <br />N, <br />TYPICAL <br />DRIP ED&E <br />NOTE: <br />TH15 DETAIL 15 REQUIRED AT ALL <br />VERTICAL HALL INTERSECTIONS <br />FASCIA <br />V41TH ROOF VALLEYS 4 ROOF CRICKETS. - - - - - - - - - - - <br />- - <br />- - - - - - - - - - - - - - -- ) <br />F16URE 2: FLA5HINry <br />AT CORNER DETAIL. <br />F16URE.3.- FLA5H[NC7 DETAIL AT CRICKET/ KNEEHALL IJJTES!��GTION <br />rP� <br />'TYPICAL FLASHING, <br />DETAILS <br />NOT TO SCALE <br />MASONRY HALL <br />BRICK MOLDIN& <br />/—DOORJAME3 <br />5/11 X 5" TAPOON5 a lb" O.C. <br />IN 1 1/4" EMBEDMENT <br />SHIMS <br />P.T. FURRIN& <br />DOOR JAME3 DETAIL MASONRY <br />NOT TO SCALE <br />1/211 PLYWOOD <br />EWsINEEIRED WOOD <br />TRUSS 24" OC <br />1/211 PLYWOOD <br />5111FISNON Hrp AT EA <br />JOINT (TYI-) <br />�1/211 PLYWOOD <br />24" O.C. 5ALLOON FRAME <br />-ii_2"x 4 <br />4-16d NAIL <br />CLINC�IED <br />xxxxxxxxxxil <br />SIMPWN MT8122 EA WFaeR <br />OVER DOU5LE 2"x4" 5LOCKINGs <br />(ATTAC44 13LOCKINGs TO TRUSSES <br />LU/ SIMPSON A34 TYf*) <br />CHMEY FRAMING <br />NOTES <br />REFER TO INTERIOR <br />BEARIN& HALL DETAIL <br />4" GONCGRETE SLAB <br />(20 2XI2 BEAM OR AS <br />PER FRAMIN6 PLAN <br />INTERIOR <br />DRYKALL <br />FACE <br />TOP PLATE FASTENERS <br />rH <br />NOT To SCALE <br />4-lbd COM. <br />DOUBLE TOP <br />PLATE <br />DOUBLE STUD <br />16cl Gom. <br />16N or, <br />PT BOTT. <br />2-&d COM. 2-bd GOM. <br />DOUBLE END STUD <br />NOT TO SCALE <br />*.. �D5 <br />NITH FIBERME5H <br />COLD JNT. <br />17.f' <br />(9ARA(SE SLAB <br />� W<,n , <br />Z;WLL(2)-#5 <br />- <br />REBAR <br />CONTINUOUS <br />(oil <br />rs <br />6ARA&E <br />STEP <br />POHN SEGTION <br />NOT TO SCALE <br />T <br />2AD FRAME <br />HEADER <br />�1/24 PLYHOOD <br />4 METAL LATH <br />w/ 5TUCZ-0 <br />OUTSIDE <br />DOOR TRACK <br />(SEE FLOOR PLAN) <br />SET TRACK IN <br />FULL BED <br />OF CAULK <br />SEE FOUNDATION <br />2X& FRAME <br />SEE FRAMIN& <br />HEADER <br />FOR BEAM SIZE <br />INTERIOR <br />1/2 a FLYHOOD <br />PRYKALLIL <br />* LATH <br />W/ 5TL4xo <br />FACE <br />ALT. f3Y-PA55 5.6.P. HEAD <br />TYP. POGKET 560 5EGTIONS <br />NOT To SCALE <br />CONDUIT 1-1/2" <br />OR 6REATER <br />SIMP50N <br />#5 <br />SIMP50N <br />#551 <br />STUD SHOE <br />NOT TO SCALE <br />\k,,. <br />TOP PLATE 2-16d clom. <br />PT BOTT. PLATE <br />ENE? STUD INT. <br />�, �0NOT TO 50ALE <br />3 <br />FR.AMIN6 <br />ABOVE <br />STRAP FIER ROOF <br />FRAMIN& PLAN REQ. <br />H TYP. <br />DOUBLE TOP PLATE <br />—51MFI50N 5P2 AT TOP <br />0 EA. STUD <br />4 Ibil <br />�_2 x STUDS o 1611 ao. <br />—1/2" x 6" NEDOE <br />ANCHOR BOLTS a 24" <br />O.G. (FRAME TO BLKJ <br />w/ 2" x 3/16" HA_cHER <br />___5IMFS0N 5PI AT BOT. <br />a EA. STUD <br />/-P.T. 501 F PLATE <br />V_ <br />_#REF. ELEVATION <br />o,-om FnT-FLR. <br />INTERIOR BEARINC7 <br />HALL FOR ADDITIONAL <br />INFO <br />BRO. FRAME TO GMU HALL SEGTION <br />NOT TO SCALE <br />Ifff-r".0tr <br />G /V <br />% <br />r3 i <br />f I <br />0 <br />E <br />8 <br />uj <br />Q, �, g <br />_j Z I- <br />F2 <br />o q, - -a <br />0, �- - -. -E <br />0, '. <br />-, . 0 <br />LU o <br />0 (D ID 'o <br />�2 <br />uj Z a. <br />0 <br />�-S <br />q 0 <br />X <br />0 cc 9p <br />Z C) <br />U- <br />uj z <br />co <br />N, C) <br />�41,11 <br />uj <br />WO <br />W <br />061 <br />w <br />0 <br />C) <br />U) <br />7) <br />_j <br />U) <br />t c) < <br />�:: z <br />z 04 z 0 o <br />D w 2 z <br />w 0 T 9 w , < <br />> LL F- U) W <br />< 0 uj w <br />x <br />0 z <br />LL <br />0 LL LD <br />F- z OW 0 C) U) <br />< (_9 W 0 LL Z Zi U) <br />0 <br />>- cWj z< o _W, w - <br />Y= 71 z < 0 U) w <br />�- T) 0- w a- <br />(D < <br />W M � U) -i <br />W 1— 0 5 0 < z z 0 <br />(-) z W_ 0 3: w <br />o C) m <br />>_ w < =) (D < m: <br />cm;� < 0 F- z of I— cj <br />a <br />w w w , 0 � 0 w w <br />w ca X Z D w _j <br />U) <br />5; <br />w 0 < < <br />w 0 w , w <br />_j LL <br />- W F- U- Fn (n 0 < U) <br />0 0 0 <br />b <br />z <br />U) <br />w <br />z <br />0 <br />z <br />< <br />z <br />w <br />> <br />0 <br />< <br />0 <br />0 <br />U) <br />_j <br />ILL <br />w <br />C) <br />0 <br />U) <br />< <br />0 <br />z <br />< <br />m <br />U) <br />C) <br />w <br />z <br />F- <br />0 <br />o <br />z <br />_j w <br />_j <br />< <br />_j <br />w <br />C14 <br />UJ p <br />U) <br />W <br />FIRST ISSUE <br />12/04/13 <br />SECOND ISSUE <br />THIRD ISSUE <br />FOURTHISSUE <br />ADDENDUM <br />ADDENDUM <br />2 <br />ADDENDUM <br />REVISIONS <br />I <br />SEAL DATE <br />SHEET <br />SD3 <br />
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