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6685 Wagon Trail St
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6685 Wagon Trail St
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Last modified
3/24/2025 7:11:09 PM
Creation date
2/24/2025 9:43:26 AM
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Building Plans
Street #
6685
Location
Wagon Trail St
Contractor
D R Horton Inc
Building Plans - Permit #
19236
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REFORMED CONTROL JONT- <br />.ANGE OF CONTROL JOINTS TCJ <br />E WIRED TIED TO LATH • S' <br />C. MAX (VERT.). NOTE, DO <br />)T FASTEN CONTROL JOINT TO <br />4LL EVEN IF STUD EXISTS <br />EYONID EXCEPT STAPLES W/ <br />LEG MAY BE USED TO TEMP. <br />.CURE CONTROL JOINT <br />JRNG INSTALLATION —� <br />I.4TENERS TO BE SPACED <br />1' O.C. MAX VERTICALL77 <br />I <br />H SHALL NOT <br />CONTINUOUS <br />/ <br />roe• IG le -TO Is' <br />I <br />j' THICK 3 COAT CEMENT <br />PLASTER <br />UIRB LAYER Fl, FORTIFIBER <br />BUILDING PAPER <br />APPROVED METAL LATH <br />FASTENED -l' (VERY.) O.C. MAX <br />AT SUPPORTS <br />U1R6 LAYER 01, <br />STUCCO WRAP <br />WOOD SHEATHING <br />?D AT EACH SIDE. <br />PROVIDE 2X4 BLOCKING <br />.R ASTM CI063 <br />PLACED FLAT MAX. W TO S' <br />D.IA <br />c \ <br />FIOM CONTROL JOINT WHEN <br />CONTROL JOINT FALLS ON <br />O <br />9TRICTURAL STUD <br />'AWENERS FOR LATH TO BE NAILS OR <br />APLES N COMPLIANCE W/ ASTM C1063 <br />— <br />WIRE TIES TO BE (NO. IS) 0ID415' WIRE / <br />BLOCKING SHOWN MAY BE IN ADDITIa/ <br />\ <br />WALL STUDS REQUIRED PER PLAN / <br />"M" TYPE CONTROL JOINT <br />OL BOLD RAll41tD • Pt. A <br />gpow <br />O I— <br />PDMI® e <br />PC. A <br />Z CREASE . PT. e <br />3 CREASE . Pr. C <br />DRP EDGES OVERLAP S', <br />EXTEND Al- CELOW — <br />6 EATHlYa. F CHANICAL.LT <br />FASTEN 4' OC. MAX <br />OL BOLD SAILARD a R. A <br />1 crsEAeE • Pr. e <br />FOLD <br />® A- <br />OLFOLD — — PT.A <br />2. CREASE a PT, e <br />s. CREASE . PT. C <br />4. FOLD PT. C ID vt M. <br />e TILL PT. C TCWDlS <br />eOTTQM FLANGE <br />eOTTQ® <br />FLANGE WATER TIGHT <br />SEAL FOLD. QQ <br />a' THICK, 3 COAT CEMENT <br />PLASTER (RVJE), 112' 2 CDAT <br />cerew PL"TER (011) <br />URPS LAYER -2, FORTFF15ER <br />BUILDING PAPER (IR41E aaY) <br />WRB LAYER 4, <br />STUCCO WRAP (FRME ONLr) <br />NOTE, <br />APPROVED BUILDW. WRAP <br />SHALL BE LAPPED A MINIMUM OF <br />6' • VERTICAL LAPS (ROLL <br />ENDS) a 6- • HORIZONTAL LAPS. <br />ALL SEAMS NEED TO BE TAPED <br />WITH FORTIBER SHEATHING TAPE <br />nET <br />{X <br />X X <br />X� I <br />LATH VERTICAL LAP TO BE I' <br />METAL LATH <br />WRB LAYER <br />STUCCO WRAP <br />.• nw FaPeR LAP rsElow or.L��. / <br />WRIB LAYER -2, <br />\BUILDING PAPE�TIFIBER/ <br />,III <br />2TAPER DSCALE: I V2'.I'-0' <br />® KIC KO UT <br />DETAIL <br />VERTICAL LATH <br />& PAPER DETAIL <br />SIDE LAPS OF METAL <br />PLASTER BASES SHALL <br />BE SECURED TO <br />FRAMING MEMBERS. <br />THEY SHALL BE TIED <br />BETWEEN SUPPORTS <br />WITH 00415-IN. 021-MM) <br />WIRE AT INTERVALS NOT <br />MORE THAN S' (22S-MM).. <br />AS PER ASTM CI063 <br />1)3.L <br />FOR REPAIR OF TEARS <br />IN WRB LAYERS, TEARS <br />MAY BE PATCHED <br />W/4IOUSE WRAP TAPE <br />PER MANLIF. SPEC. OR <br />PEEL A STICK <br />J FLANGE, STOP <br />Or ACOVE <br />RAZE ONLY) <br />E. <br />OR <br />lxTYRIOR <br />\ <br />Arsaen <br />ROOF <br />-e„S WALL RAINING <br />L <br />. KKX-OIR R.ABNIIIG IEEE <br />DlTAW2 <br />' e \ <br />a. <br />i \ <br />WATER TIGHT SEAL (OEND M <br />Fp SOLDER � NOT tLT <br />QE WALL KKXOHT <br />aY-Q FLAB AT e01TOM <br />WALL aRERaECTip1a <br />rASCIA WRM <br />J, THICK, 3 COAT CEMENT <br />PLASTER <br />METAL LATH <br />WRB LAYER n, FORTIFIBER <br />BUILDING PAPER <br />WARS LAYER 9, <br />STUCCO WRAP <br />WOOD SHEATHING <br />WOOD STUDS <br />SHEATHING <br />BUILDING <br />— <br />PAPER <br />LaP <br />STUCCO <br />i <br />A' LAP—`LkATH <br />s• LAP a PAPeR <br />HORIZONTAL <br />LATH <br />& PAPER <br />DETAIL <br />WOOD SHEATHING OR CMU <br />WRB LAYER 01, <br />STUCCO WRAP (FRAME ONLY) <br />j' THICK, 3 COAT CEMENT <br />PLASTER (FRAME), 1/2' 2 COAT <br />CEMENT PLASTER (CMU) <br />METAL LATH (FRAME ONLY) <br />LAP UJR11 ! TAPE OvER <br />ROOF/UJALL SCREED <br />5'X5' 'L' TYPE CONTINUOUS <br />GALV. METAL FLASHING <br />(NAIL TO ROOF DECK, NOT <br />WALL SHEATHING) <br />CAP SHINGLE - DO NOT NAIL, <br />INSTALL WITH ROOF CEMENT <br />ROOF PER ELEVATIONS <br />"L" FLASHING <br />N.T.S. <br />4'x4' SELF -ADHERING MEMBRANE <br />FLASHING (COMPATIBLE W1 HOUSE <br />WRAP MATERIAL) OVER 4' <br />APPROVED HOUSE WRAP. <br />FLASHING TO EXTEND ONTO PIPE <br />P OR LESS PIPE <br />PENETRATION ty�, <br />CUT AND OVERLAP ONE SIDE OP <br />SELF -ADHERING MEMBRANE <br />FLASHI Ya <br />STEP 0 <br />INSTALL FASTENERS (CLIPS, <br />STRAPS, STAPLES) AS — <br />REQUIRED TO SECURE <br />PIPE/ WIRE TO FRAMING <br />WxW SELF -ADHERING MEMBRANE <br />FLASHING (COMPATIBLE WL HOUSE <br />WRAP MATERIAL) OVER 4'x4' <br />SELF -ADHERING MEMBRANE <br />-, {.....� <br />'i <br />FLASHING OVER APPROVED <br />HOUSE WRAP. <br />FLASHING TO EMEND ONTO PIPE <br />—CUT AND OVERLAP ONE SIDE OF <br />SELF -ADHERING MEMBRANE <br />STEP 02 FLASHING <br />WRB LAYER R2, FORTIFIBER <br />BUILDING PAPER <br />METAL LATH <br />67c6' SELF -ADHERING MEMBRANE <br />FLASHING OVER 4'a4' <br />SELF -ADHERING MEMBRANE <br />FLASHING OVER APPROVED <br />HOUSE WRAP. <br />FLASHIM'.a TO EXTEND ONTO PIPE <br />4'x4' SELF -ADHERING MEMBRANE <br />FLASHING OVER APPROVED <br />HOUSE WRAP. <br />FLASHING TO EXTEND ONTO PIPEEX��O PIS <br />W CONT. BEAD OF SEALANT <br />INSTALL APPfE:IEO HOUSEWRAP AIR <br />INFILTRATION BARRIER OVER <br />SHEATIT1W.e <br />ELASTOMERIC COATING OVER STUCCO/ <br />C.V. FINISH (SEE TYP WALL SECTION) <br />SECTION PER Rlo,U Marx!—� <br />� EberWwn �roa r.unrg <br />Extedor use ofportlend cert,ait pester <br />shell comply with ft appIcOw <br />requlm—is of ASTM C W6.12A. <br />IOsWWlatlon of exterior Ish Ig end Gamkg <br />L shall comply with ASTM C 1063.12A <br />\i=lfi=E PENETRATION DETAIL (FRA1-1 <br />3�Ir.lTc, <br />LEGEND <br />DRAINAGE PLANE (WRB <br />LAVER #l, STUCCO WRAP) <br />WRB LATER #2 (FORTIFIBER <br />BUILDING PAPER) <br />METAL LATH x—x—x—x <br />STUCCO =-- <br />WOOD SHEATHING <br />6ELF-AD+-IE511/E FLASHING — — — — — — <br />NOTE: <br />METAL LATH: LATH TO BE PER FBC <br />R-103./0.1 / ASTM C-&471-0S, MIN- 2.5 LBS. <br />PER 5a. `I'ARD CUTILITI' OR NOMINAL <br />LATH DOES NOT MEET SPECIFICATIONS) <br />A E C X I T E C T S <br />6 <br />Design E.. <br />1441 N. RONALD REAGAN FALVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA X: 0003325 <br />V <br />0 <br />4 <br />Chi <br />y <br />C <br />C <br />mm <br />F <br />I <br />eoM17 e. i oar <br />SILVERADO <br />LOT 41 <br />BLK 6 <br />PA03=T# <br />04128.000-04161 <br />MoDElu <br />4EHB <br />"2605-HAYDEN" <br />OAltAGS 9FWMG: <br />LEFT <br />PAGE: <br />WALL <br />ASSEMBLY <br />DETAILS <br />150 MPH EXP. B <br />02/ <br />DATM 10/19/17 <br />SCALE: 1 /4"=1'- 0" <br />e11mET <br />WA1 <br />
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