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2 <br />1" <br />2" <br />)KNOTE <br />iv <br />FOAM TO BE USED ONLY <br />WHEN REQUIRED BY <br />COMMUNITY SPECS, IF NOT, <br />iv <br />_ <br />N <br />00 <br />DETAIL TO BE BUILT W/ <br />STUCCO, <br />1" <br />DAN SCO <br />c 1 <br />1 1 <br />�" <br />I 3 <br />VARIES <br />4 <br />ENGINEERING, LLC <br />_ <br />= <br />i14 <br />3" <br />&DE <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p.613.645.0166 <br />f. 813.645.9698 <br />www.donscoengineering.com <br />CA <br />�„ <br />Z W <br />p � <br />n D <br />InTa <br />A< <br />N <br />=T0 0� <br />1" 2" OPENING VARIES 2ZDE <br />EDGE OF <br />❑PENING <br />VARIES <br />In „ <br />2 <br />31" 11" 34" <br />���3" <br />r <br />1" <br />1fl <br />1n <br />M <br />M <br />1n 1n <br />4n <br />^t7IV <br />F41 <br />I �� <br />IF6 <br />EF7 <br />F8 <br />Z <br />�c° <br />Z <br />Z <br />�3 <br />CAP <br />s" 2" <br />1-112" <br />THICK <br />S <br />1' RADIUS <br />r' <br />)KNOTEI <br />1'-6" <br />2j" <br />cIS' <br />3 1/2' <br />1/2" RADIU <br />� <br />FOAM TO BE USED ONLY <br />WHEN REQUIRED BY <br />RADIUS <br />3/4 RADIUS---,.- <br />1'_5 fl <br />= <br />v <br />COMMUNITY SPECS. IF NOT, <br />DETAIL TO BE BUILT W/ <br />rR4 <br />1" 1 4" <br />w <br />rile <br />STUCCO, <br />w <br />1/2' RADIU <br />1n 4" VARIES <br />= <br />tilt/ �"� <br />_' <br />n <br />Z W <br />= Q <br />VARIES <br />` <br />�n <br />Q <br />F11 <br />�14 <br />LU <br />w�J� <br />21" VARIES <br />VARIES <br />Lu <br />1 VARIES <br />W W <br />1 1/2' RADIU <br />0 <br />10" 6" N <br />2k <br />3" <br />Q`oQ o <br />2 1/2' <br />RADIUS <br />fl <br />1 OPENING VARIES <br />2n 2" <br />EDGE OF <br />11 <br />2 <br />b' m <br />_ <br />•� <br />0 U <br />U 1 W L <br />Q o• <br />W U(y) <br />� <br />❑PENING <br />�. <br />� M <br />Z <br />Q <br />BASE <br />F 9 <br />F10 <br />211 2n <br />F12 <br />F131 <br />F151 <br />VARIES <br />NOTE, <br />2'�" <br />521fl 1 5n 5 " <br />• FIN, TO <br />LOOK & <br />•FOAM/ EPS <br />ACCEPTED <br />HAVE TRADITI❑NAL <br />SMOOTH FINISH <br />MATERIAL IS <br />THIS DRAWING AND DESIGN 6 VALID FOR 12 MONTHS <br />AFTER THE DATE TT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />Sin <br />1'-10" <br />3'-8" <br />OFTHIS DRAWINGONLY. <br />4" 3'-0" <br />qn <br />:PRO UCED I CORP.-THISAN PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />qn 10" <br />3n <br />= - <br />OD I <br />f0 I R <D <br />1 n <br />10" 1'-q" <br />10" <br />® 2019-THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING. LLC AND <br />` <br />2 " <br />sp <br />2" + <br />THE CLIENT ON THIS PROJECT. PRODUCTION <br />PROHIBITEDANY. <br />OR UNAUTHORIZED USE LS PROHN <br />REVISION: <br />DATE <br />DESCRIPTION <br />T <br />`o <br />12.12.17 <br />1.00 FB <br />UPDATES <br />07.31.18 <br />ELEV. E TRUSS LAYOUT <br />1.01 <br />;t <br />F20 <br />^ <br />01.25.19 <br />BEARING WALL NOTE <br />1.02 RIF <br />r- e <br />rn <br />{r" <br />02.07.19 <br />1.03 U IM A I <br />2" q" 3n <br />JA <br />1" <br />�1 <br />fl <br />VERSION NO. 1.03 / 02.07.19 <br />CNIR7a" <br />2 <br />1" <br />ZD <br />00 <br />_ <br />1" <br />1" <br />F17 <br />F18 <br />F19 <br />F21 <br />F 2 3 <br />`v <br />F2.4 <br />1" <br />V-2" <br />3" 3� <br />1" <br />N� <br />iw <br />00 <br />1'-0" 4" , <br />00 <br />N� <br />L� <br />2" <br />GENERAL NOTES: <br />F25 <br />F27 <br />1fl <br />• 1.5 LBS DENSITY <br />STYR❑F❑AM <br />w <br />• ACCRYLI❑C AT SANDRFINISH COAT) <br />SHEET TITLE: <br />FOAM TRIM DETAILS <br />SHEET INFORMATION: <br />JOB NO.: 390446 <br />DATE ISSUED: 04.04.19 <br />DRAWN BY: JH <br />i„ <br />_ <br />°D <br />REVIEWED BY: TH <br />24 <br />6 <br />IF261 <br />IF301 <br />IF311.1 <br />C0 <br />CD <br />- <br />O <br />i <br />Ob <br />N <br />LO <br />r— <br />