Laserfiche WebLink
I30'-B' <br />W-6' 14' 6' k'-b' µ'-b' <br />L L <br />V-0- 104'JI-01 NO II'-6' II' 6' NO 31-0' 6 II'-6' R'-6' 34' '-0' 101-6' 3'-0' T.S. <br />3'-M-0 <br />CqC PAD COC PAD COM PAD CQC, PAD 11 <br />r--------- -� d (SM I i WRL' F2W/01(5M WXR TR <br />3'-0'0' PARAETO W4LL) (d (6M voff (Sit Iyoff (SIMW/0i (sit uwoff (SM WOUPARALLEL TO UAL) <br />Ir--'-'-'-'----�i <br />3'-05c3'-0' <br />WALL) GONG. P-AD 3ar0334WALL) WALL) 3'4' 3'-0r 0' 34am' 3'-2'FF3OR TM Fr F <br />Ft� j F7 77 <br />k4GONG. PAD <br />■ ■ - ■ ■ ■ - ■ J /1 i a . l ■ ■ ■ ■ -_-- ■ ■ <br />j <br />� <br />I <br />rr <br />F1 <br />' <br />L <br />S3 <br />u' <br />■ <br />F1 <br />O <br />^^� <br />♦.% <br />aT <br />0 <br />v <br />i <br />- <br />G'r <br />IO <br />I k <br />' 111 <br />• <br />`O <br />• 1 I� 1 �■ rl ' ' �� , , I. I� • , Purl• <br />ON <br />05 <br />NMI ON <br />Ell <br />MDR rrr�'Trr-r � 6���"='�'1 � h..""""".�.'=""�r;".�I I'"�=�I �M♦ � h"""'rl I_'-".�p',�,�'"'~``�.~...,"I � I'='"�"'�—�I � �' ❑IO <br />a <br />Ix 1.11�1 <br />Inn 11 Inn 11 "HI <br />NE . 1" <br />I ��1!!Il!'ll�:i�H II �iiii�`i��iiii��ii"i� 111��?itii►ii��i iii��i�ri®� II �liiil�i�il�ii�i� II �''i��i�3►ii�''!i1'iiliii'i�1� li ��il�i ��!!��l1� I <br />.��.�.�, � ��► /CAL► rP <br />1l <br />LSjal I I <br />�� I � 1. <br />w \ �. �.• ���...._.i■...._�.; ;jai n i ■►��`ti�n. ��-z...,.,.._.............._� � •.�i�,..►• <br />�:� � ■ ■ � �c� ����� a� �_. ,�,....R�r--rn,-+-.-.+-a-�-r _,a i � i 7.2r <br />� - <br />-I r /' M� �. \ `% I/i / ■ <br />-- <br />s <br />i <br />Fill Hi■ <br />r r i:'Jim <br />fi rip <br />.IN rrrM rrlrr I..L....�IL <br />rr mwuw!! ar. <br />I`�7 �rrerwn��lr =wwo "oomm "JL r (,�jlriwrr�_i�F%�11nrMI Mai poll01�iFfII MR n 1 <br />O <br />w <br />IL <br />L� <br />�1► <br />- � <br />v <br />f <br />v <br />Mom :, <br />►���. <br />o/ <br />rallwrArwnw <br />!! <br />�Lj1f <br />I <br />1 <br />r <br />■ ■ ■ ■ ■ ■ Uu�w.Lr I[u�.�.i ��[.[ <br />)WALLu �di 3'-2' 1' 0' 3'-4' 2'-0' 3'-0' 3'-4' I' -I' T-0' 9 I' -I' 3'-10' 9' 8' 3'-10 I'-2' 3'-2' 1' 0' 8' 8' 2' 0' 3'-0 3'-1' I'-2' 3'-10 8' 8' 3'-10' I'-1' 3'-2' 3' 0 2' 0' 8' 8' 2' 0' 3'-0' 3'-2' I'-2' 3'-10' 8' 9' 3'-10 I'-P 9' T 0 I' -I' 3'-4' 3' 0 2' 0' 3'-4 1'�' 3'-2' w? <br />I[ [. <br />f1 q[, <br />(SM DFLOOR Ti�SS 8'-10' 5'-B' 5'-8' B'-10' 8'-10' 5' 8' 5'-8' B'-I0' 946, F-8' 5'-8' 8' I0' (SM W�FLOOR 1RUS6 � •, <br />PARALLEL TO UAL) W-6- 4,41 W-61 W-61 µ-61 µ,-6, PARALLEL TO* 2r-10' <br />6514 65'-4' <br />214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY 214 A - ST. CROIX <br />214 B - ST. CRCIX 214 B - ST. CROIX <br />FOUNDATION PLAN <br />SCALE : 3AW = V-0' <br />US' N wm <br />SAW CUT EXPANSION JONT. CUT TO HE <br />MADE WITNN 24 4dM CF FNISNNG NOTE: SEE 1NIT' DETAIL <br />CO 4CW E. 3/4' IN D)�hl PL" FOR 1/4' SCALE FOR <br />ALL DIMS. <br />4 <br />e <br />b <br />O <br />d d .Od n <br />u e <br />O <br />O <br />e a' <br />d d tl <br />CONCKIE SEE CBER& NOTES AND <br />MIX REQUIREMENTS FOR M ACE EJT. <br />6ON STRIN6 <br />L TO RI6HT <br />1 <br />SCALE : xTB. <br />�'*"DIED GONGREtE FLOOR <br />IAxIA WIRE ME5N` <br />OR FIBER ME51-1 IN MIX <br />SAW CUT EXPANSION JOINT <br />SCALE: KTS. <br />DANSCO <br />IDE <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax:813.645.9698 <br />www.danscoengineedng.com <br />CA 25948 <br />o <br />o <br />In <br />W <br />0 <br />> 8C <br />Q m M <br />z <br />awch(v <br />,w <br />a0L-L <br />rn <br />Z CeE 9 <br />OD <br />Z E <br />w <br />-j <br />W Z <br />J <br />V) <br />w U <br />v) <br />O U <br />= v) <br />Z v) <br />0 <br />O <br />Q <br />C ' <br />o <br />Z ti <br />i <br />U <br />L <br />W <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2004 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2005 & 20D6 SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE -C• ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCRIRAL PORTION <br />OF THIS DRAWING ONLY. <br />® 2MB LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />® 2008-THESE DRAWINGS AND DESIGNS ARE TE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />CUENT ON 7HIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00110.10.07 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />❑ ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGIN R SEAL: <br />15 200 <br />41 <br />\SHEET TITLE: <br />FOUNDATION PLAN <br />SHENF.ORM/tON: <br />9�. <br />JOB NO.: 2Y1318 <br />DATE ISSUED: ti_ 1&kD;b� <br />F <br />DRAWN BY: DOLYF <br />REVIEWED BY: <br />S 1 .0 <br />00 <br />C� <br />Z <br />J_ <br />D <br />m <br />00 <br />N <br />LO <br />I <br />M <br />rLO <br />Ir- <br />- <br />