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7559 Sail Clover Ln
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7559 Sail Clover Ln
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Last modified
3/24/2025 12:54:39 PM
Creation date
2/24/2025 9:24:47 AM
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Building Plans
Street #
7559
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
4593
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PREFORIM CONTROL JOINT <br />FLANGE OF CONTROL JOINTS Td <br />BE WIRED TIED TO LATH • S' <br />O.C. MAX IVERT.d li�.t DO <br />NOT FASTEN CONTROL JONT TO <br />WALL EVEN IF 6TUD EXISTS <br />BEYOND EXCEPT STAPLER W/ <br />V. LEG MAY BE LIKED TO TEMP. <br />SECURE CONTROL JOINT <br />DURNG INSTALLATION —� <br />FA6TENERB TO BE SPACED-7 <br />• 1' OL. MAX VERTICALLY / <br />LATH SHALL NOT <br />BE ccwfNlJOUS �• <br />TM I%OUGH CONTROL <br />JOINTS BUT SHALL <br />TD 8. <br />3' THICK. 3 COAT CEMENT <br />PLASTER <br />WRNS LAYER 4, FORTF41BER <br />BUILDING PAPER <br />APPROVED PETAL LATH <br />FASTENED -1' (YEW.) Or— MAX <br />AT SUPPORTS <br />WRB LAYER R. <br />OTUC400 ~ <br />UDOD SHEATHING <br />PER ASTM CI069 / ! �— PROVIDE 2X4 BLOCKING <br />PLACED RAT MAX 6' TO S' <br />FROM CRO ONTL JOINT WHEN <br />NOTM\ / CONTROL JOINT FALLS ON <br />LL ASF STE ERS FOR LATH TO BE NAILS OR — <br />STAPLES IN COMPLIANCE W/ AOTF1 CW*3 <br />2. WIRE TIES TO BE (NO. 0) 0,0416' WRE / <br />3. BLOCKING. SHOUN MAY BE IN ADDITION/ \ <br />TO WALL 67=6 REdUIRED PER PLAN <br />77 <br />n"M" TYPE CONTROL JOINT <br />OL FaLD nuANo . Pr. A <br />OL— HW1m <br />FT. A <br />e. CRILAM . <br />A ClIll.FR.0 <br />® LFDLD NSW •R.A <br />L call • FT.O <br />3. Call •Pr.0 <br />4 FOLD PT. C Ow! FT. <br />6 TILL FT. C TCUC44M <br />laORw"1 r.ANO. <br />rs � <br />SOTTaM <br />~AMM w,6R Twrt <br />MIL. FOLD. 1712 <br />ma wrt. <br />3' THICK 3 COAT CEMENT <br />PLASTER (RMMEd b2' I COAT <br />C!'!R PLAV W (CAL <br />WRB LAYER 4, FORrMSER <br />BUILDING PAPER (MAIM CPLT) <br />WRB LAYER 9, <br />STUCCO WRAf•SRA E win <br />LIP LATEIe/ OF PULP 4I is A <br />owe NAILFtl MCP <br />stop <br />OWY) <br />�Pat" oncm <br />(m <br />Ill DWALL <br />R.Af N AT OORCe'I OF ROOF a <br />A" Knowleyl" <br />NFL <br />APPROVED BUILDING WiAY <br />SHALL BE LAPPED A MNIMUM OF <br />6' • VERTICAL LAPS (ROLL <br />ENDS) a 6' • HORIZONTAL LAPS. <br />ALL SEAMS NEED TO BE TAPED <br />WTH POR111WR SHEATHING TAPE <br />/ r nd. LAP •METAL LAIN \ <br />LATH VERTICAL LAP TO ISE I' <br />n—Tn <br />IT METAL LATH <br />WRB LAYER 4, <br />STUCCO WRAP <br />'r11HP R AP T / <br />\BUILDING PAPEFORTIFIBER� <br />I <br />M <br />LAP.w L <br />ALL <br />rp-V-APER LAP <br />SCALE, I IR'al'-0' <br />NOTE,. <br />SIDE LAPS OF METAL <br />PLASTER BASES SHALL <br />BE 6ECURED TO <br />FRAMING MEMBERS. <br />THEY SHALL BE TIED <br />BETWEEN SUPPORT6 <br />WITH 0041E-N. (121-MM) <br />WIRE AT NTERVAL6 NOT <br />MORE THAN Y (22%-MM). <br />AS PER A6TM CW063. <br />KIC KO UT <br />,� PAIR OF TEARS <br />IN TEARS <br />B <br />DETAIL <br />MAY PATC44, D <br />MAY BE PATCHED <br />WA40LIN WRAP TAPE <br />PER MA IF. SPEC. OR <br />PEEL a STICK <br />\ I I <br />WOOD STUC <br />SHEATHING <br />STUCCO <br />3' THICK 3 COAT CEMENT <br />PLASTER <br />METAL LATH <br />UM LAYER 4, FORTIFIBEIR <br />BUILDING PAPER <br />WRB LAYER R, <br />STUCCO WRAP <br />WOOD SHEATHING. <br />• urH <br />• PAPER <br />WOOD SHEATHING <br />OR CMU <br />WRB LAYER "I, <br />STUCCO WRAP (FRAME ONLY) <br />i' THICK, 3 COAT CEMENT <br />PLASTER(FRAME), I/2' 2 COAT <br />CEMENT PLASTER (CMU) <br />METAL LATH (FRAME ONLY) <br />LAP WRB 4 TAPE OVER <br />ROOF/WALL SCREED <br />z S'XS' 'L' TYPE CONTINUOUS <br />Z GALV. METAL FLASHING <br />(NAIL TO ROOF DECK, NOT <br />L WALL SHEATHING) <br />CAP SHINGLE - DO NOT NAIL, <br />INSTALL WITH ROOF CEMENT <br />ROOF <br />ROOF PER ELEVATIONS <br />O"L" FLASHING <br />N.T.S. <br />4'.4' SELF -ADHERING MEMBRANE <br />FLASHING (COMPATIBLE W/ HOUSE <br />WRAP MATERIAL) OVER <br />APPROVED HOUSE WRRAP. <br />I' OR LESS PIPE <br />PENETRATION <br />CUT AND OVERLAP ONE 610E OF—� <br />SELF -ADHERING MEMBRANE <br />FLASHING <br />STEP 01 <br />INSTALL <br />TO FRAMING <br />N.T.S. <br />COW. BEAD OF SEALANT <br />AIR <br />ELASTOMERC COATING OVER STUCCO/ <br />C.V. FN16H (SEE TYP WALL SECTION) <br />SECTION PER SEC-110N <br />BORIor Iee6R W4 NrMrYw <br />Exledor use of poftki e—t pleamr <br />shall comply 4th the application <br />regolramsms of ASTM C 926-18b. <br />IrR1a11sVon of exterior l."M and framing <br />shall amply wth ASTM C 1083-19a, <br />or ASTM 1787. <br />kMI NII • a 10 tkINlIWd��rImi <br />LEGEND <br />DRAINAGE PLANE (WRB <br />LAYER #I, STUCCO WRAP) <br />WRB LAYER 02 (FORTIFIBER ----- — — — <br />BUILDING PAPER) <br />METAL LATH x—x—x—x <br />STUCCO <br />WOOD OR 1/I6 II ZIP WALL <br />SHEATHING <br />SELF-ADHESIVE FLASHING — — — — — — <br />NOTE: <br />METAL LATH: LATH TO BE PER SECTION <br />R"103,11 / ASTM C-84-1-I4a, MIN. 2.5 LBS. <br />PER SQ. YARD (UTILITY OR NOMINAL <br />LATH DOES NOT MEET SPECIFICATIONS) <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />` AA#: 0003325 J <br />r <br />b <br />lk4 <br />. <br />C <br />a <br />a <br />mm <br />SVHDM Ae LIOT <br />14 <br />ABBOTT PARK <br />LOT #6 <br />BLK #12 <br />PHASE #4C <br />PROJECT# <br />04181.04C-06121 <br />MODELA <br />4EBB <br />"1828—CALI`l <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />WALL <br />ASSEMBLY <br />DETAILS <br />160 MPH EXP. C <br />ROLAW A ABOU"QU <br />AR NO W70 , <br />D TE 10/26/11 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />WA1 <br />
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