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6866 Wagon Trail St
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6866 Wagon Trail St
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Last modified
3/21/2025 9:19:52 AM
Creation date
2/24/2025 9:56:36 AM
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Building Plans
Street #
6866
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20885
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PIRIE'ON'ED COMIIOL JOINT <br />RANGE OP COMIROI. JOINTS Td <br />BE WIRED TIED TO LATH • S' <br />= MAX (%EW-k NOTE, DO <br />NOT FASTEN CONTROL. JOINT TO <br />WIAI.L EVEN IF e1w EXMTS <br />BEYOND EXCEPT STAPLE, W/ <br />W LEG MAY BC USED TO TEMP. <br />SECURE CONTROL JOINT <br />DURING INSTALLATION -- <br />FASTENERS TO BE WACEO <br />• 1. Or —MAX VERTICALLY <br />\ THICK, GOAT CEMENT <br />\ WPM LAYER 4, POWP45ER <br />OWLDNG PAPER <br />APPROVED METAL LATH <br />FASTENED -1' (YM.) O.G. MAX <br />AT Su•I•ORTe <br />U418 LATER 1• <br />STUCCO WRAP <br />WOOD SHEATHING <br />LATH SMALL NOT <br />BE �e A• To!• <br />.• To s• <br />THllouaw CONTROL <br />JOINTS BUT SHALL <br />1 <br />BE PE STOPD AND <br />TIED AT EACM SIDE. <br />PRONDE 2X4 SLOGGING <br />PER AeTM CW63 <br />L014 <br />PLAT MAX 6' TO 8• <br />\ <br />FROMMACEDC4 <br />FROM CONTROL JOINT WWBI <br />CONTROL JOIN FALLS ON <br />NOTE. \ <br />1. FASTENERS FOR LATH TO BE NAILS O <br />/ aTIdIC1UR4L STUD <br />BTAPLEB N COMPLIANCE W/ ABTM Z63 <br />2. WALE TIES TO BE (NO. W 0041,' WIRE <br />3. BLACKING SHOW MAY ISE N ADDITIO <br />TO WALL STUDS REGLIRED PER PLAN / <br />1 0:4� <br />IN At' <br />OLFOLD ►MNp.R.A <br />®roLo <br />OL POLO aMlAlo . <br />PT. A <br />L CIOA!. Pr.s <br />L CIWAIR . Pf. C <br />OL FOLD NAARD . PT. A <br />x gfAl . Pr. Is <br />�aLD <br />w <br />• <br />® l pOLD aMlalO . PT. A <br />x CRAM . PT. s <br />x CPSAGE . Pr. C <br />4 POLD R. C OVER PT. <br />• TILL PT. C TQKAH <br />aoTTcm R..H2a QD <br />0 <br />KANM <br />IL" WTIR 7-10W <br />UAL FOLD. OQ <br />macut <br />CEMENT <br />W. 2 COAT <br />m ONLY) <br />OILY) <br />MALL R.tlM.A <br />o-= 0.AAI" (!Y <br />IILIrAu I(IO(OIR <br />AT sE" ar ROOF a <br />INip,Cigs <br />NOTE. <br />APPROVED BUILDNfi UARAI• <br />SMALL BE LAPPED A MNIMW OP <br />V • VERTICAL LAPS (ROLL <br />ENDS) A ,' • HORIZONTAL LAPS. <br />ALL SCAM, IIlED TO TAPED <br />WTTH FORTIBCR eFEATHING TAPE <br />/ / I' I1RL LIP. IiTLL uTM \ \ <br />LATH VERTKJAL LAP TO BE P <br />4'x4' SELF-ADMEIRN6 MRMORN'!e <br />PLASHING fCOMPATIBLC W/ FNOUe@� 4 <br />UIbY• MA7EItlAL! OVER <br />1' CR LESS PIPE <br />PGJETRATION <br />k: <br />N�� <br />WRAP MATERIAL) OVER 47(4' <br />SELF -ADHERING rEl"R141NE <br />FLASHING OVER APPROVED <br />FIC)SE WRAP. <br />PLA,MRIG TO E2(TB2 aR0 pm" <br />— OJT AND OVEIRL AP ONE SIDE OF <br />METAL LATH BEL.R-'I'D Y CUT AND OVERLAP ONE 81DE OF <br />RAeHNG STEP 01 STEP s2 FLASHNG RING MEMBRANE <br />WIND LAYER'I, J' TNICLC 3 COAT CEMENT 010STUCCO UAR/Lfa I PLASTER STUCCO LAYER �. <br />METAL LATH STUYlfAl• <br />tMINI LAP L r WRB LAYER -2. POWIPIWR <br />WIND LAYER -2. FORTPIBER UND LAYER •2. FORTPIBER I UILDMG PAPER <br />BUILDING PAPER METAL METAL LATH <br />UIVII LAYER al. <br />STUCCO WRAP W.W SELF -ADHERING MEMBRANE <br />FLASNNG OVER 4'x4' <br />KELP-ADVERMO MCMBRAE <br />NOTALL FASTENERS (CLIPS, PLASMNG OVER APTROVCD <br />S OOD SHEATHING STRAPS, STAPLER) AS MOUSE WRAP. <br />,JI RECANIPM TO SECURE FLAeFEU6 TD E](i®0 OMo PIPE <br />PIPE/ IWRE TO FRAMING ...' ASI e_enLaraae xL wanneeue <br />2 ecALc.,I In'al'•0' <br />® KICKOUT <br />DETAIL <br />Willi rmuT slLL (aso oIa <br />.oLD.R DO MOr arc <br />Nam, <br />SIDE LAPS OF METAL <br />PLASTER BASES SHALL <br />BE GEO2RD TO <br />RRAING MR1BC118. <br />THEY SMALL BE TIED <br />UTM 0,041S-IN. (121-MI) <br />URN AT INTERVALS NOT <br />MORE THAN S' M OMV. <br />AS PER ASIM CIM3 <br />10.L <br />FOR REPAIR OF TEARS <br />N WRB LAYERS, TEARS <br />MAY BE PATCHED <br />WA40UOE WRAP TAPE <br />PER MANF. OMC. OR <br />PEEL I STICK <br />WOOD Onc <br />SHEATNIIG <br />PAPER <br />STUCCO <br />�.uTN <br />• ►AN'!R <br />WOOD SHEATHING OR CMU <br />WRS LAYER 01, <br />STUCCO WRAP (FRAME ONLY) <br />J' THICK, 3 COAT CEMENT <br />PLASTER (FRAME), 1/2' 2 GOAT <br />CEMENT PLASTER (CMU) <br />METAL LATH (FRAME ONLY) <br />LAP WRS (I TAPE OVER <br />ROOF/WAL - SCREED <br />z 5'X5' 'L' TYPE CONTINUOUS <br />L Z GALV. METAL FLASHING <br />(NAIL TO ROOF DECK NOT <br />IL WALL SHEATHING) <br />�+ CAP SHIWsLE - DO NOT NAIL, <br />INSTALL WITH ROOF CEMENT <br />A� ROOF PER ELEVATIONS <br />5 "L" FLASHING <br />N.T.S. <br />GONT. BEAD OF SEALANT <br />AIR <br />SECTION PER SECTION R709.7 <br />BdNlof IaBYIn alw alllLarls <br />Ei,ta— uae of po.Oand mmam pbaler <br />anonom cply.fth".Ppno.ron <br />requirom m of ASTM C 628-12k <br />In deflation of exmdor INhing and f n*g <br />WII comp) vMhASTM C 1083-12A <br />IPE PENETRATION DETAIL (FRAME) <br />T.5. <br />LEGEND <br />DRAINAGE PLANE (WR5 <br />LAYER 01, STUCCO WRAP) <br />WR5 LAYER #2 (FORTIFI5ER — ——.—.—.- <br />5UILDING PAPER) <br />METAL LATH x—x—x—x <br />STUCCO <br />SELF-ADHESIVE FLASHING ------ <br />NOTE: <br />METAL LATH: LATH TO 5E PER SECTION <br />R-103.11 / A5TM C-64-1-09, MIN. 2.5 L55. <br />PER 5Q. YARD (UTILITY OR NOMINAL <br />LATH DOES NOT MEET SPECIFICATIONS) <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-77443078 <br />FAX- 407-7744078 <br />www.abdomigngroup.com <br />AA S: 0003325 , <br />B <br />a <br />44 <br />0 <br />L <br />BUSDIV Ae HAT <br />SILVERADO <br />LOT 13 <br />BLK 11 <br />PROJECT# <br />04128.002-13111 <br />MODELA <br />4ENB <br />"1751-NEUVILLE" <br />GARAGE 8Wi1LTG: <br />LEFT <br />PAGE: <br />WALL <br />ASSEMBLY <br />DETAILS <br />150 MPH EXP. B ol <br />A. <br />DATE'. 11/15/114 <br />8CAL.E: 1/4"=1'-0" <br />BFIEET <br />WA1 <br />
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