Laserfiche WebLink
34'04' <br />CONC. PAD <br />31-016-0' <br />CONC. PAD <br />f <br />a' 0' <br />-- - (51M. W/F T <br />c <br />LOOR TRUSS <br />e'-mom'.0 ctrlc. PAD i ss PARALLEL TO WALL) <br />0' 54 2'-0' <br />- - - -■ ■ ■ --I IN <br />------ -- <br />I Iln'x51n'- <br />---- - ---- - <br />-- <br />I <br />1 S RECESS a SCsD <br />L� I <br />1 <br />I I I�, i <br />I I l__.i <br />I <br />1 <br />Loi���q�� <br />j <br />I I <br />III ` <br />II�Q� <br />G <br />S6 ! <br />! <br />' 12'-4 li4' <br />L <br />I •II Ir' <br />i <br />p-6 I,4' 1 <br />! <br />I � I <br />GG <br />S3 <br />I, 1 a? <br />/fJ/ <br />15'•b' � <br />� �'� <br />' 6'4' i <br />- --------------- <br />_ <br />I,I <br />j DRAIN <br />r <br />1 UNDER <br />' <br />t <br />1 A_ <br />I SLAB <br />�1 <br />— <br />I I- L <br />J <br />S6 G <br />I <br />1 4'-ID' 4 0 4 <br />4 <br />-- - - <br />- <br />-- - <br />- <br />----------- <br />L---- <br />J A <br />I <br />1 <br />I <br />1 <br />� F <br />_ <br />DRAIN - <br />! UNDER <br />SLAB <br />2LGG <br />1 — 12'-4 1r4' <br />l ll� <br />j <br />III n <br />I <br />II I <br />I <br />I <br />- I <br />III REF j <br />L--------------- <br />--------- <br />0 ■ - <br />3 2 - 01 3'-4' 24' 3'-0 <br />J (SIM. W/FLOOR TRUSS <br />,I'-!S6 PARALLEL TO WALL) <br />1370 - ST. CROIX <br />1371 - ST. CROIX <br />14 -z - -----,�--- 14 .6 14 .6 _ _ 21' 4' <br />�L <br />34, 0' 6' _ 0' 0' li' b' — 9' b' _ 3 0 3-0. !-6 -- II' 6' - �3 0' p'� <br />-- - -f—=- <br />CONC. PAD CCNC. PAD -- CHIC. PAD C12 C. PAD <br />(SIM. W/CUT (SIM. W/FLOOR T!RU55 J �,------------, <br />, <br />/ / I p <br />a -F1'XJ -p . <br />I ! 01'l.. , 4D <br />L I / T (Sim.. W/OUT L IM i T .1 i J S M. W OU J S. W OU (SIM. UJOUT J l IM '! ! I <br />�S6 ss , �� _ � _ I 5 . W OUT SPARALLEL TO WALL) ss l F2WALL) 'F4 ���; T.- '- ---t �- WALL, --- /F3 s6 WALL) F4 -r- WALL) S6 F3> E j WALL) \ �- -� 4 LL F2 �T- _ - <br />/ k % WA I �� � . —� - - X3 AZ <br />17,T;; \ \ / A y 3-4' 3' 0' 2' 0' �' 0' -�3'� CONC. PAD <br />77, <br />-- - ----- - - L J ��-- _ -- -- - -- -__- -- --_ _- <br />I °I I T ►u h I �I �� I ' 1 I <br />4' - -- 6'-a I 4' _ b' �9' - 4' 4' - 9 4' I 4' n X5 In <br />5 1 S1EP '� o f 51EP I I STEP <br />I \� 1 - ! 1 I �- 51£P 1 1 - STEP -- s rrr S3 ! <br />- \ 2' a j I�z 8'� I 1 RC_5S <br />3.p' 2' 0' I 6' 0' ! ' 2`a' 2' S' 1' 0' I P15' I I 215' 2' S' �I\ 2' 5' 1'-0' - 2 I i' p'_ i " 0' 2 5' 2 •a' l b' 0' ' 0' 3 0' 2,f. <br />� I I ----'� I e-�- <br />I <br />00 1 ■ ■ ■ ■- -- ■ ■ ■ -- - --- ■ s ■- - ■ r ■■■ ■ ■ a ■ - IN ■I ■ - ! -■ ■ -■ ■ ■ <br />1 <br />- Q L-- �- -- - _ i -------- ---- ---- - r------- -----------�J I -------- --------- -� r----- -- -->L- ! _''_ QT -I- i <br />r- M 1 r I -1 r I I M --� ------ -1 T- - - l , 1 <br />D.w. I I I I M I I M , I I I M �C.�u J �T I i �A ll <br />- 1 In x.5 In (-- I In x5 In 1 In x5 In 1 I/1 x5 In f - <br />I� 51t�C W/I S3 I! I �3� ! I S3 I I S3 I I I S3 ! I �3 I �IPtlC W! I C I � I G <br />DISIP I I RECESS a SGD ! I RECESS SCsD ! I RECESS a SCsD I IRECE55 s 55D <br />1 In X5 In <br />I � � I ! I ! I I i � I � -' I 1 1 �_ � i, ! I I ■ ,� ��,;- i <br />j! RECESS g SrsD RECESS s 5 GD I I LI <br />5' 0, 2' a 1'-0' 6'-v I I I 1 I I I ! I I b'-ID' ID' 2' b' 5' I i 6 114' .I I r 4 _4' - i • ' -- � <br />\ I e <br />� I I' � I I ! � ■ t om �-- t-.'-"� ��' <br />l i l -i 6 T I i T i - G ,, ; I j i4 l J G = f ti I <br />1- ® I e© a S6 e <br />j t1' t! r 7� / ff E l <br />a I I I I I I I I ■ s-- <br />!� L 17 rl <br />x. <br />I ! I I !* Ii- 1 1 <br />(\ I I I I G - <br />! I I I i I I I I I S6 I 16'4 R /` <br />L ! I �- — 0Z7 -- --------r--; s r l <br />G _ <br />G x I■ <br />/-_- - --- <br />S6 I I <br />4I-5 3,14 6-3 !/1' ' 1n'-I I/4'-- 2' S 3%4' �-- 68 !i2'_ _ 2—' 6— 5' 3 IQ' I I 5'_3 IC' 2' b' 6' 81%' 5 3'4' 6' ! 1/4'y - ! 3 E 3l4 63 i2' �4 5 3��� -t t - li DR�511� I . <br />0� 1 I ! Im © I i t� 1 % <br />UNDER <br />- SLAG I <br />I I ! 1 <br />GG I I I o O I ;°� I I .1 �C 1 1 �1 O\ i I i a 3' 9 3/4' t_ s' 0 V4' ----- -' <br />I DW1 \\ : i \1 I I i I �'\J D� ! I GG I -; -- <br />! e S3 I i aI Lam- �I L I - © ! ! - © I I�- �� ! S3 0 I J ° ■ <br />_ I I 6w w 1, A I I : � 1 1 5! tv, � S6 <br />I�i <br />- I I _I I <br />I \ \�t ' 4 �- -- 4 0 412' `0- - 4 0'�I. <br />, I ! I I I�-Tc -Tr - al I I --^�- - y I ! I I L�'�1.�_ --_-- __--- =- ----- <br />W a I I ml 1 !?�--\~_��- y' ��' r I I rL `z Tr`j -��_� L� ' I �I I --� uUFl) — -- ■ <br />_ H <br />�' <br />� �� 0' 2' 8'I 11 10 i I i -� �I `�%�� 7:,1, 6: II, �t hr° r------------------- - _ _---- -----� <br />LI <br />GG- c I I = _GG- WHO' �T-'� - ,�7Tt <br />�., <br />S3 <br />- c <br />---- _�_/ <br />f _ ------- I - _� J - — <br />aV\ GG el i I t I ZL I I 7 �/ - -T- T------- ' A � ni 9'I S6 <br />/ I 1 1 GG 1 �-" ! ■ <br />I VA I S3 S3� ;i `'I I I 1 aI 1 I I GG <br />GG <br />{ g_5' 2' T' I 1 I \-II 1/4' 7'-6 3/4^ I I v I ! 2' 1' a • S3 <br />h' 1'-6 3!4' 6'4 I/4 / a -g 5 13 9 3i4' <br />-1 v�- <br />■ \ ■ I a, ie \\ S3 ■ 1 S3 /i - ■ I' sl ! ■ F /- ■ I f r� <br />1 1/ <br />It <br />LAv. \\ DRAIN UNDER 1 �� lAv. /� DRAIP� 1 <br />c © I I r DRAIN UNDER // I 1 \ i <br />I vvv DRAIN LINGER f y 1 vv SLAB e l SLAB // ! ! f i� "1 <br />I I a I I LINGER 1 I i 1 <br />! 'a SLABf;l \�; ---//-�- - I j i DRAIN UNDER =_-f----`�LA3 --- - -- <br />// I I <br />------—,`; 1 j _-_ SLAB I- --- <br />i t` � Ij �%' I� ,\ i I I // I = V� i L I I I I I ie,-- '' � �" a ■ --�- I <br />�' b' <br />b I � \\� ,,I I I ; � 6..4. I`-----------� <br />I // <br />1 <br />� <br />- <br />I� \\ 1 ✓ . 1 1 \\ � I I I I /i I f' �1 \ I I _ I I �� I , !!! I ! �- - <br />Vv ! ! /i 1,v L <br />1 91 U e 1 I GG J }- I I y o 1 I i,l GG I / e I� f L �, S3 <br />! \\ �, I 1 S3 / f,.l •• I \ III I I 1u �i ! L l \ S3 I // I U - -�� t J <br />G r I r 1 t I t of 0d6f <br />Li I - \` I I // I I L DRAIN UNDER I I 11, /� ! ! S 9 ` <br />3'-9-L \\ 1 q ! \SLAB I °� i I ti '_P _! I Q <br />3/4' ! 4'-2' 2'-I0' 1'\\ 5 -11' I I 5' II' //I'-1' 2'-10' g 3' 9 3/4' \\ ! I // I ! b J4' -11 1R' - i 4-` r <br />i2 -4 1/4' <br />! I I ! 1 2 -'5S DIAGONAL I t -- i --- -- r—�- - --- ------ - - - azs y <br />1 2 5'S DIAC:ONAL // �I 1��- /- 1 \\ I G <br />AT ALL INTERIOR v I ! // I 5NC vv I SINC Wr V <br />ALL INTERIOR i I !! F- L <br />DISP ' ■ 1 a ! j' i/ SLAB CORNE?'w�I I i SLAB CORERS \\\\f� I /i ! ■ DISP \\ M I I i//IQ <br />1 <br />F2t----=�-� -- F2 /t� �}� _� 1_------ --- \\� \\\ �F1 I I 1 #------(TYPICAL) <br />vv \ �) / - - - A t <br />1 I <br />■■ ■ ■ \\ !\ w, fia /,II ■i ■ ■ �Iw ■ -_ ■ \\ t 11 I // ■ ■ W ■_ w ■ ■ \r I l l !! �/ ■ ■ -- _- - ■■ I - _ \ � ! j c' <br />ri <br />-1 w ■ VA I 1 I ■ vA I I 1 // ■ i� l i / ■ <br />0 �\� d I y7 I I I Al 1 j !/ 0 1 I d� <br />�, s I /, © I 1 l\ a Q o I 1 <br />� � I v °? i 1 \\ ryl I 1 � �G' :� I I I v co (\\ ■ I � // ! � I :� I `^ I I - I ;o \ Sl ! � '--i/(I gal � @I -'I• T ( I ! i i ' � I �'-!a'X'' -�i' I <br />Q - - _ _ <br />L \ J �- - L\\ _ J L" �_ //J v -- — _ t ---� "\ _="' ! LL_ �- fJ ; �i -1 i I ` CONC. PAD <br />�- — L-�-- ---- -- <br />I I- I �, I r � \ I <br />■■ vv _ ■�■ l� s ■ _ t I ■ ■ ■■■ ■ ■ - !_ - in ■ vv ■iall <br />// ■■ �.I III I I <br />4sis <br />(SIM. W/OUT �� /(SM. W/OUT F1 J ISIM. W10lIT \\ // (SIM. W/CDUT J F1 J ISIM.\ 1 i(SIM. W;OUT J L) ss ss 1 I ss1 WALL) ■■■■- - -= -W ) <br />ALL -- <br />I � �- � HALL) � I I I � � ->+� �- <br />I 1 WALL) WALL) <br />3, 4, _I' T _p T ,-1- 3'41' �9` b" 3'-10' 2' 0' 3'-I0 3' 4` 8' 8' 2 -0' 3'•0' 3'-2' 1'-2' 3'.10' a" a' 3' 10' 3'-2' 3' 0' 2'-0' a' 8' 3''-4' 3' i0' 0, 2, 3 b' 9, 3' �, °' ? ©' \ i' 3' 4' <br />5'-a' a'-10' a'-i0' 5'-b' S'-a' 8'-10' <br />(S'M. W/FLOOR TRUSS 5'-8' S -6' 1 B' 10' 8' PD' S' F' I n <br />14 -b a b -- ,a'-6' 14'-b' PARALLEL TO WALL) : <br />65 4 ----- <br />1530 - SIESTA KEY 1529 - ST. JOHN 1531 - MARTINIQUE 1531 - MARTINIQUE 1529 - ST. JOHN 1530 - SIESTA KEY 1370 - ST.,CROIX <br />1371 -ST. CROIX <br />r� ,,II p <br />'JII-ILIV71'J I'171 RIIV:7 VIMEN,G'V 51 RIND <br />2 SA�C.UT LOCATIONS PULL TO LEFT PULL iD RIGHT <br />SCALE . <br />FOUNDATION PLAN <br />5CALE : 3/16' = 1'-0' <br />FCO Ws I FOLNDA71M NOTES: <br />jam:-----�-� <br />j' 1/8' M uDT'ri <br />SAW CUT EXPANSION JOINT, CUT TO BE , ! <br />MADE WITHIN 114 HOURS OF FINISHING \ \ NOTE: SEE 'UNIT' RETAIL <br />CONCRETE. \\ i PLANS FOR 1/4' SCALE FOR <br />-3/4' IN Dt`PTr1 I ALL RIMS. <br />CONCRETE SEE GENERAL NOTES AND <br />MIX REQUIREMENTS FOR PLACEMENT. <br />i <br />I <br />54W CUT _ �_\ 7 /— !=iN'SHE:D CONCRETE: FLOOR <br />i.4xi.4 WIRE i" (E5H <br />OR MESH IN MIX <br />SA1N, CUT FXPANSI ON JOINT <br />SCALE: N.T.6. <br />�DAN SCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />0 <br />0 <br />Ln <br />C w <br />Z I -I <br />O <br />� I M <br />> M <br />JtoV <br />z amm ' <br />�wa,r'00 <br />(10 <br />zH O of <br />a to rII � <br />CL� <br />z E <br />w <br />w <br />W <br />z <br />0 <br />o <br />�o <br />Lu U <br />L V) <br />II <br />O <br />U <br />Z <br />i <br />v I <br />Oz <br />Q <br />Q <br />I <br />z <br />I <br />Q U <br />LLB <br />i <br />TO THE BEST OF THE ENGINEER'S <br />N KNOWLEDGE A D BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2007 FLORIDA RESIDENTIAL BUILDING CODE. <br />lINCLUGING 2009 SUPPLEMENT) SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />"C" ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT =+0 18) 'WIND ZONE <br />TH'E DRAWING AND DESIGN ISVALID FOR 12 MONTHS ! <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORI ION <br />CFTHIS DRAWING ONLY. <br />201 I .ENNAR CORP.-THIS PLAN MAY NOT `oE <br />REPRODUCED IN ANY MANNER WITHOUT N,'RJTEN <br />j CONSENT FROM LENNAR CORPORATION. <br />011 THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />F OPEPiY OF DANSCO ENGINEERING LLC AND THE <br />LIENT ON TH S PROJECT. A NY REPRODUCTION OR <br />LIN.4 UTHORIZED USE 15 PROHIBITED. <br />REVISION: <br />DATE -- -DESCRIPTION - <br />09-29-09 1.00 2007 FBC UPDTATES <br />01-13-I1 1 2.00 ADDEDUNIT <br />1529 ST. JOHN__ <br />VERSION NO. 2.00 / 01.13.1 1 <br />CA 25948 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />�THUY H. HUYNH, <br />1 P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />ti <br />I <br />NO.6 2 *� <br />;gyp ' _4AT , F_ <br />. FS ' ORID • �� +. <br />SHEET TITLE: <br />FOUNDATION PLAN <br />SHEET INFORMATION: <br />JOB NO.: 310189 <br />DATE ISSUED: 03.04.1 1 <br />DRAWN BY: DZ/LV <br />REVIEWED BY: TH <br />Si '80 <br />• <br />\0 <br />ON <br />L / <br />_lk)o <br />