Loading...
05-1333-001r r- �t 8 r 20' -Oa, 2'- 10' 4'- I IN 4'-0' 4'-0' • IN a • IN ! ! it U.-42 r--------- - - - - -- larP -42 --------- - - - - -� "T • I� 9 ! • • • ! • ! J ; i I I --------------------------- O O c2 Q I I PA63D 100 1W.W43 MI� N WAY I 14' -II' 3' -3' !4' -2' 3' -0' s -1 I I -- - - - - -- - - - - -- - - - - -- -------- - - - - -- I I 00 G2�13i ------- - - - - -- — 100 O 0 0 0 0 O O IOr----------------------------- - - - - -- --- - - - - -- - -� I I j I U -16 2 ' I I I I I I I 0 RE w/ (CYAL * 1L' oc. I I I I I I D 8' C0NCF9t9 CAP _ _ _ _ _ I I Mr. lob CONT. � -2 , � �. I I I I I F-2 I I I r � i O I I O I I ® I I I ICI I 1011'NIII1151 11011111110 0 STEEL COLUMN SC I 1 e 1 I I I I I O G) 01111 e7 _L _J I I __ J �_ J L - - - -T W -24 � � ------ _ -___ I 00 CI 8'x8' BASE LATE. 1 0 O I I SEE 2/S -1 I 4" CONC. SLA 1' EXP. JOINT - - - 1 11 I F -I I I FINISHED FI- OR ELEV.=r0'•0' �9 I I —X= — X X X— X a'xa' CONY. COLUMN PED ISTAL I I SEE NOTE E0 I I d" REINF. W /4r'( VERT. 03 TIES ea'o.c. BEI= Note Qt t 12 HOOK INTO FOOTING t I FIRST FLOOR I $� 5" HOOK is TOP OF COLUMN. I I FIRST FLOOR ELkv •ra' - ®' \ \ %/\ d 12' LONG J -BOLT I I ELEV.•0 0 I I i STEEL COLUMN SEE SCHED. 1/4' TYP. TYP. 1/4' 3/4' THICK BASE PLATE VAPOR BARB! (4) 3/4' DIAM. x 12" LONG J k3OLTs GRADE I } I I w/ 3' HOOK UJELDED TO BASE PLATE COMPACTED FI � / \ \ / \ \ / \\ / \ \ / \ \/ • • . / \ \ / \ \ / \ \ / \ \ / \ \ / \ \ / \ \i - I 6' - ro' 19' - 3' 6' - 4' l' - I' (- - - - � I STEEL I I j� 11�t I `t D y / \ \/j 4° a a. ° : 4 a Q / / \ \j/ N �� L — — — P-4 44" — — —uF-24 O �- — _ _ J N.T.S. \ / \ \/ let d:. ° . \ 1 LLB 16 F -2 rF -1A 0 ..� a .. . _ 3' CLR j \j� - - - - -- I i 11 4 • trl a j� L - - - - I O L- - - - - - I I GI I L I I L FOOTING. SEE SCHED. L _� -1 1- I ®�I __1 0 -- O I I I N FOR SIZE t REINF. T 1 I I I I I 5ECTION �-- J I ► I I I I I L - - - -� I I I I I I SCALE: NTS �' , I n 1 n I I I I I I' jj-j I I I I - F �1, rL _ J F -1 0 -J O In I I� 0 I, -4, I -a, I -4• I CI T��� I O r'- - - - - -� � I I I I I I I I I I I I I I i 1 L - L I - -- - L - -Tj �- , �- _ 1 1 1 1 1 1 O 1---- - - - - -- L--------- - - - - -- I= -t F•I, I i i i i I L G6 � -I -� - I-- I - - - -� - - - -t � -- F_ __ , C41, r� 1 I ® I I - - -- — O O 110111111111111011111 O OO 1 ®I I I I I I I - -- LX -12 -� ®j _ ___ O G I i - - - -8 - - - - r- r - - -8 -- - - -I-- I`� I IF -) j j L - - -- F -ILA r Jj -- 1- F- 1--------- t�F -24 ------- - - - - -- i I I I L - - - -� I I I Gll 1 12' -I' ?0' -5' 1 8' -10' I 0 1 L -j- _j L__L J L___ TJ �� I I I I I I I I- - -- I I I I I I I I 1- - -_ I -4 1 1 L— 1 4' CONGItI? BL.AI3 I 0 I '� ' 1— I I TYP 1 0 1 1 I I � I I I 1 SEE NOTE 1� n 1 1 I aem Note f-11 I I ► I I 1 �� FIRST FLOOR' I ELEV.■ -I' -6' I I NN 1 I IF 2 I 131 F -2 r- - - - -1I 1 G1 I F -I 0 6 n 1 I 1 I IC4 I I L - - - - -' - - -_j L - -> • -i I CI I I 1 0 1 L r-- - - - - - - - - - - -� - - -' -Z I I I "A I I U -ib L______ J UT' -16 2 - -J F-IA - - - - - 3'-10' 3' -6' I 0 I I I 0 • I i 1 - I I © I I O L - - -- L -� L C--- - - - - -- - - -- ------ - - - --r - - -- i - -- - -16 -1 I 1 I Gt � C5 I i - - - - -- I I 1 I I I 1 I SEE NOTE 1Q L- - -� 1 r- J -- I I 17 I CII -I- - I F -1 I FIRST I LOOR� I :!,- I Gl ELEY.•0' -0' I 1 D I I L �-� I o I UJF -16 I I I '6' 0' I' -6• 8' -0' 1 �------------- - - - - -- I Io1 to -----------------------•- I FOUND _N PLAN ' 1 0 1 F -I F•I I SCAL : /4 :, =1 — 0 1 ! U1113-16 UJF -16 I I lu' -16 F_____1 f ------ _ -_6 _ J O 1 OO O 111011111111111101111111111110111 [T[FeTEI FOR I O--- _0--- _— O_____O —_ - - -0 00 000 I I 00 O O 00 I --------------------------- 0 I G3L--------- - - - - -- J C3 I I 6'- ' NIGH MASONRY �.L O O f i O i Ml , L�L1/ % VERTICAL 2' -9' 20' -9" 2' -II' - - -- ra'- 3--- - - - - -- 6 �3 - - - -- l' -2' I 161 I�IT` . LLV 13 41' -2' A 19' -a' .9 90' -0' I 1 CAP D1W. W 9 Mlb E aY TL - —_I OO 5 -1 / I ) V �r i REVISION BY t LLF i I .311111110111 1110111111se. FOUNDATION PLAN r-- - - -i-- Q- -I V r J I O I 1 +1� . % S2 1 W I VERTICAL 00 7' -2' I le AM INFX�UV 1r �TC�F T. —Alex Kondrat — P.E. #58086 12900 SW 128 Street Suite 104 I I Florida 33184 Ph. (786) 293 -2888 Fax. (786) 93— 7$j •., �) . •���� VI�INF6L6"XV13S MID I cq C E IUAY O z TGFfuN o w I C2 I I I J I I �I I ' f;- Ai I I I I I G2 I I A 00 CAP MIW.iW 3X9" 180 O" A0 W 0 L le i a N O0 I, p5 -06 -05 $CALE �5 SHONN DRAWN I� JOB 0504 SHEET O SHEET OF (b REG. No G1 I i REVISION BY t LLF i FOUNDATION PLAN CONT. SCALE: 1/4"=V-0" V N f) I II Alex Kondrat & Assoqr 6*, 00 STRUCTURAL ENGINEERS —Alex Kondrat — P.E. #58086 12900 SW 128 Street Suite 104 Miami, Florida 33184 Ph. (786) 293 -2888 Fax. (786) 93— 7$j •., �) . •���� i REVISION BY Q 3 06REVI510 LLF i V I II L, 00 cq � O z �w o w U J Ai 0 L i a N DATE p5 -06 -05 $CALE �5 SHONN DRAWN JG JOB 0504 SHEET SHEET OF (b REG. No 10, 154