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7796 Sail Clover Ln
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7796 Sail Clover Ln
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Last modified
3/21/2025 2:31:59 AM
Creation date
2/24/2025 9:44:18 AM
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Building Plans
Street #
7796
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
2707
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PIEFOY41BO CONTROL JOINT <br />PLANS! OP CONTROL JOINTS Td <br />IN WIRED TIED To LATH • S' <br />OG. MAX (VERTA NOTE, DO <br />NOT FMTEN CONTROL. JOINT TO <br />WALL EVT41 R STO EXIST& <br />BEYOND EXCEPT STAMES LLV <br />WLEG NNCM MAC24TI L ,TOUR T�� <br />COAUNS INSTALLATION -� <br />FO0 X1 IBE &P&1EEMARTICALLT <br />? THICK a COAT CEMENT <br />PLASTER <br />WR6 LAYER •2. FORTIFUOER <br />BUI Z*n PAPER <br />APPROVED FETAL LATH <br />FASMW 61' (VERTJ O.C. MAX <br />AT SUR'OM <br />NAB LATER at <br />STUD O ~ <br />WOOD SlEATHNS <br />M <br />FAO <br />LATH eWAI.L Na <br />CE P <br />NTMUOMTR4JONBUTDE - <br />TEEACH SDe PROVIDE 2X4 B1.oGKlF15 <br />PER AS <br />c.3 PLACED ►LAT MAX W TO S' <br />PROM CONTROL JOINT UA•EN <br />\ / CONTROL JOINT K41-1-e ON <br />L FA6TBIRS FOR LATH TO M NAILS OR\ i / STRUCTURAL STUD <br />STAPLE N COMPLIANCE IW ASTM CIE►& <br />2. UARE TIES TO BE (NO. N) oD41E' WIDE / <br />a BLOMNS &NOUN MAT BE INADDITION \ <br />TO ULALL &1UD8 REQUIRED PER PLAN <br />O"M" TYPE CONTROL JOINT <br />OL Ft1LD NYYO • Pr. A <br />OL FAD NIa.� <br />Pr. A <br />L fl1111A4& • PG e <br />L CpwA • Pr. C <br />4MW.E <br />OWN <br />OL FOLD NM1IO . Pf. A <br />L CItA4t • Pr. e <br />RIC <br />4e <br />Y <br />APPROVED BUILDNS WRAP <br />.HALL BE LAF"W A MINIMUM OF <br />6' • VERTICAL LAPS (ROLL <br />ENDS) 4 6' • MOR IZONTAL LAPS. <br />ALL. SEN'1& NEED TO BE TAYTAPME�-, <br />UT14 POIAP MM IWEAT14NS <br />LATH VERTICAL LAP TO BE 1' <br />r— FETAL LATH <br />WM LATER •I, <br />STUCCOLIURuAw <br />�WJLP Y ArMIR FbQE� / <br />J1 <br />( of eAPER LAP <br />SIDE LAP& OF FETAL <br />M-A&TER SALES &FALL <br />BE eECUIED TO <br />MRAMINS MEMI M E 1IED <br />BETU.EEIN1 SU"PORT& <br />WITH DJO415-K (121-MM) <br />WIRE AT INTERVALS NOT <br />MORE TIAN S' (22&-M1A <br />AS PER ASTM CIO&S. <br />® KICKOUT <br />REPAIRS, TEARS <br />IN U S, TRAM <br />DETAIL <br />MAYMRS ATCH MAY BE PATOlD <br />UVFUOUSC WRAP CAPE <br />PER MANUF. arm OR <br />FEEL 4 &TICK <br />TNTF M8 COAT CEMENT <br />FETAL LATH <br />UJIM LATE! 9. POWPO" <br />BIUILJJNS PAPE9U <br />WOOD G= <br />SFEATI" <br />PAPER <br />OIUCCO <br />PIPE/ WINE TO NgU4 M <br />NAD LAYER •L <br />STUCCO WRM <br />we LAYER 4, PORK! <br />BUULNS PAPER <br />FETAL LATH <br />6N6' GW-ADWO04 VNMDR/UNE <br />PLASHNS OVM 4'x4' <br />FLASHING OVER APPROVED <br />(ANT. BEAD OF SEALANT <br />TALL APPROVED WOUNR~ AIR <br />LTRAnGN BARRER OVER <br />SECTION PE SECTION <br />Exterior use of portland cement plaster <br />hell comply with the application <br />requirement. of ASTM C 92&18b. <br />Installation of a tenor lathing and framing <br />shall comply wiM ASTM C 1063-19a, <br />or ASTM 1797, <br />►s7s1 <br />1' OR LESS Mpg <br />PENETRATION <br />CUT AND OVERLAP ONE SIDE OFF <br />&ELP-ADFERNS M191DRAM <br />PLAeHNS <br />STEP el <br />— <br />WOOD SHEATHING <br />® L FaLo NIIVO . Pr. A <br />OR CMU <br />L CNAae • Pr. a <br />WRB LAYER 01, <br />• nwAee • Pr. <br />STUCCO WRAP (FRAME ONLY) <br />4. FOLD Pr, O OVIee t•r. <br />A <br />e�oTrna+rti. z 7011TO1p� <br />® <br />.L <br />J' THICK, 3 COAT CEMENT <br />PLASTER(FRAME), 1/2' 2 COAT <br />CEMENT PLASTER (CM) <br />4i <br />METAL LATH (FRAME ONLY) <br />® <br />LAP WRB 4 TAPE OVER <br />ROOF/Il1ALL SCREED <br />Riau+ <br />Rimul <br />Era cvr. <br />IT THICK a GOAT CEMB4r <br />Z <br />5'X5' 'L' TYPE CONTINUOUS <br />PLASTER ("64Vb la' a CS.AT <br />L <br />GAL V. METAL FLASHING <br />C~ FY> LAW" fCF <br />Z <br />(NAIL ROOF PECK NOT <br />UM LATE 12 PaRTW4MM <br />SH <br />WALL SHEATHING) <br />PJUILDNS PAPER(fitt" OrL» <br />UM LAYER q <br />CAP SHINGLE - DO NOT NAIL, <br />STUCCO ~"Iwo OLY) <br />INSTALL WITH ROOF CEMENT <br />LAP LA"M OF &MM" br4aP <br />O w MAILM ".44E, STOP <br />1:ga ft"I orA00�111i <br />�. <br />DfiFft"■ 00 cif! I <br />ROOF CEMENT <br />\ <br />UtaLL rtA4ISUa <br />ibf a <br />ROOF PER ELEVATIONS <br />rLAsxAn(4Is i <br />MAW �' a <br />�tL U41M MW SEAL fro ON <br />401.0111A ITT f]R) <br />r�l.la� .STaF RooF t <br />YMLL NiBMet:rKW <br />r <br />FAMICARaw O"L" FLASHING <br />N.T.S. <br />N.T.S. <br />4• <br />6. <br />LEGEND <br />DRAINAGE PLANE (UWRB <br />LAYER 01, STUCCO WRAP) <br />WRB LAYER 412 (FORTIFIBER <br />BUILDING PAPER) <br />METAL LATH <br />e'ss' SELF-ADNMtM TSTMBRANN <br />FLA614M (COMPATIBLE UV HOUSE <br />WRAP MATERIAL) OVER 41t4' <br />SELF-ADHERINS MB'bRANE <br />FLA614M OVER APPROVED <br />Nam WRAP. <br />PiA6HU1m TO W1791,10 ONTO FNPH <br />SIDE OF I <br />X—X—X—x <br />STUCCO f�_ •,T.I <br />WOOD OR 111611 ZIP WALL <br />SHEATHING JUN <br />SELF-ADHESIVE FLASHING — — — — — — <br />NOTE: <br />METAL LATH: LATH TO BE PER SECTION <br />R103.1.1 / A5TM C-841-14a, MIN. 2.5 L55. <br />PER SQ. YARD (UTILITY OR NOMINAL <br />LATH DOES NOT MEET SPECIFICATIONS) <br />1441 N. RONALD REAGAN EILVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA M.0003325 <br />s <br />A)iBOTrr2' <br />PARK <br />LOT #12 <br />BLK #9 <br />PROJECT# <br />04181.000-12091 <br />MODRU <br />4EHB <br />"2605- HAYDEN" <br />GARAGE SIWMG: <br />RIGHT <br />PAGE: <br />WALL <br />ASSEMBLY <br />DETAILS <br />60 MPH EA J <br />
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