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7030 Silverado Ranch Blvd
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7030 Silverado Ranch Blvd
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Last modified
3/24/2025 3:51:17 PM
Creation date
2/19/2025 12:03:03 PM
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Building Plans
Street #
7030
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21497
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PRE CR'ED CONTROL JOINT <br />PLANW OF CONTROL JOINTS Td <br />M WIRED TED TO LATH • N' <br />= MAX (VERY! WMEL DO <br />NOT PASTES CONTROL JOINT TO <br />WALL EVEN F STUD EXISTS <br />MYONO EXCEPT STAPLES IV <br />"LW MACON IOCIL JOINT TRY. <br />DURING, INSTALLATION ------- <br />FASTENERS, TO SIR MACED_7 <br />• 1' OC. MAX VERTICALLY <br />i' THIOG I COAT CEMENT <br />PLANTER <br />WINE LAYER O, POl"IOER <br />OUILDNO PAPER <br />APPROVED FETAL LATH <br />FASTENED h' (VERY!OD. MAX <br />AT SUPPORTS <br />WRS LAYER'L <br />STUCCO WRAP <br />WOOD SNEATHNG, <br />1� <br />LATH SHALL NOT <br />pfo <br />M CCNTMIOUS •• fo •• <br />•• fo •• <br />THI%C" CONTROL <br />JOINTS OUT SHALL <br />M STOPPED AND <br />TIED AT EAW SIDE. <br />PER ASTM CI06I <br />PIROVIDE 2X4 OLD= <br />1)0J4 <br />PLACED FLAT MAX 6120 V <br />\ <br />FROM CONTROL JOINT WHEN <br />NOTE, ` <br />L PASTENERS, FOR LATH TO BE NAILS O <br />/ CONTROL JOINT FALLS ON <br />67161CTURAL S71D <br />STAPLES N COMPLIANCE WV ASTh CW63 <br />2. WIRE TIES TO M f 4O. E) 0041N' WIRE / <br />A III.00KIN2 SNOW MAY DE N ACCIT17 INTO <br />WALL STUDS REiIIRED PER PLAN <br />OLF0.D NWIO•PT.A <br />Pr.. <br />Lt#YR. R.6 <br />LcR -FT.0 <br />OL FOLD 04MM • PT. A <br />L (,RAIN • PT. S <br />r�a.D <br />4r <br />• <br />® LrcLD HW1O.Pf.A <br />2. aEA4R • M. s <br />LaR.r•n.e <br />i POLO Pr. C 0.110 A. <br />S 7" Pr. C TOYOSR <br />Ra <br />r <br />0 <br />SOTTOL <br />RAN°' WTR 7mw <br />4I4L FrxD. Ra <br />on CIR. <br />il' THK2C I COAT CA ENT <br />PLASTER (FI4,vl4 W 2 (EAT <br />CNIM FWLER (CM <br />WRO LAYER 9. FORTFWIER <br />SUILONS PAPER (F w ONLY) <br />WPM LAYER S <br />STUCCO INIAP(IRAM 4PLY) <br />LIfA1� STALL Nrxaur <br />W" wri AT Nocm A p00P 4 <br />.Hu N1E41RCTICr4► <br />APPROVED OUILDNO WRAP <br />SHALL EE LAPPED A MNMM OF <br />V • AWWAL LAPS (ROLL <br />ENCW) 4 6' E HORIZONTAL LAPS. <br />ALL 6RAM0 NEED TO M <br />E <br />WITH FORfIEER SNE1 <br />/ r rm LAP • <br />LATH VERTICAL LAP TO DE I' <br />n n—rn <br />• METAL LATH <br />WRD LAYER 1 <br />STUOOO uIRAP <br />MIS LAYER N. FORTIFIOER / I <br />\OUILDN6 PAPER <br />I <br />2 S l I IR'.F. f3L <br />® KICKOUT <br />DETAIL <br />WTR T04 UAL (000 OR <br />/LLE OR Lb usT mw <br />ND7IIL <br />610E LAPS OP METAL <br />PLANTER EASE& SNAIL <br />EE SECURED TO <br />FRAMN6 r'ETETERS. <br />THEY SHALL ME TED <br />MTWN N SUPPORTS <br />WITH 00419-N. fR21-FM) <br />WIRE AT INTERVALS NOT <br />MORE THAN V (22S.Mm <br />AS PER ASTM CI06I <br />TD). <br />POR REPAIR OP TEARS <br />IN UM LAYERS, TEAM <br />MAY M PATCHED <br />WMOUSE WRAP TAPE <br />PER MANIA SPEC. OR <br />PEEL 4 STICK <br />WOOD <br />MEAT <br />aUILDI <br />PAFW <br />STUCQ <br />APPROVED HOUSE WRAP. <br />PL ASHNo TO EXTEND ONTO PIPE <br />V OR LESS PIPE <br />PENETRATION <br />CUT AND OVERLAP ONE 61DE OF <br />SELF -ADHERING, MEM®RME <br />FLASHING, <br />STEP 01 <br />j' THICK. I COAT CEMENT1 <br />PLANTER <br />FETAL LATH <br />WRE LAYER -2, FORTFIEER <br />dIILONS PAPER <br />WOOD SEATHINS <br />WOOD SHEATHINGS OR CMU <br />WRB LAYER 01, <br />STUCCO WRAP (FRAME ONLY) <br />T THICK, 3 COAT CEMENT <br />PLASTER (FRAME), 1/2' 2 COAT <br />CEMENT PLASTER (CMU) <br />'METAL LATH (FRAME ONLY) <br />LAP WRB 4 TAPE OVER <br />ROOFML BGREED <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 />5 "L" FLASHING <br />s. <br />INSTALL PASTENEM (CLIPS. <br />STRAPS. STAPLES) AS — <br />RTSOUIRED TO SECURE <br />PIPE) WIRE TO PRAMNG, <br />N.T.S. <br />LEGEND <br />DRAINAGE PLANE (WRB <br />LAYER 01, STUCCO WRAP) <br />UWRB LAYER 02 (FORTIFIBER <br />BUILDING PAPER) <br />METAL LATH x—x—x—x <br />STUCCO <br />SELF-ADHESIVE FLASHING — — — — — NOTE: <br />METAL LATH: LATH TO BE PER SECTION <br />R703.1.1 / ASTM C-541-0% MIN. 2.5 LBS. <br />PER SQ. YARD (UTILITY OR NOMINAL <br />LATH DOES NOT MEET SPECIFICATIONS) <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL327B0 <br />PH: 407.774607e <br />FAX: 407-774-4078 <br />www.abdwlgngroup'.com <br />AA 0: 0003328 <br />0 <br />8 <br />'S <br />g <br />YYYi <br />q <br />aumirv. aI Mn"' <br />SILVERADO <br />LOT #14 <br />BLK. #7 <br />PnOJ=T <br />04128.001-14071 <br />MODZIA <br />4EHB <br />"2605- HAYDEN" <br />OARAGN OrWMWd2 <br />RIGHT <br />PAGM <br />WALL <br />ASSEMBLY <br />DETAILS <br />150 MPH EXP. B <br />
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