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_I _III I' 1 41'II! IP 1 I II;I 111 ''I 11 111' wjjpI 1 1' 11 I 1 " ! 1 1 <br />1 <br />im <br />al <br />h �iTea <br />Associates, Inc. AA26001933 <br />Architecture • Planning • Interior Design <br />14125 N.W. 80th Ave. Suite 303 <br />I I I I i Miami Lakes, Fl. 33016 <br />T. 786-235-9097 <br />F. 305-362-4420 <br />dtiinfo@dtiarchitect.com <br />www.dtiarchitect.com <br />I I I I I <br />12 <br />I I I I I <br />I I I I <br />1_2 1 <br />I'-10" " <br />26'-I I" 1 411 IT'-I11 1_411 I'i'_111 1-411III-loll 1-41117'-1'1 -4" ITi_I11 1-4" I'I'-I11 <br />� Carlos Pizarro, R.A. <br />r- -� ___ __ r -- r -- r -- r -- r - \ r -- r-kil <br />_ AR-0013079 <br />I I I I I I ---- MI6 MI6 - MI6 MIb MI6 <br />MIb MI6 <br />_______........ _____-_-_._. __ _.__ ___ ..-_ml 1 �.®�------ -I--------------i I---------------i I---------------4 �------------ -4 i- -i 1---------------I 4Revlslons.---J--z--- r----------------- <br />M Ib L____J L____J L_I___J L____J L_�__J L____J L_ LiF5 F4 F4 F5 F5 F5 F5 �— F5 �� F5 jfDate Description <br />ICI <br />I I I I <br />I I j <br />I I 1 1 1 <br />I <br />, <br />• <br />, <br />I <br />GJ GJ <br />I ; I <br />tr <br />I i <br />GJ GJ GJ (F5 <-I L <br />• I I I �I�j I •?- , <br />O <br />I II I I <br />• I • <br />BOT - I VLF r_ <br />I <br />I I I A3.1 "4- ' 1 <br />rJ <br />I F6 I I I I I I I I F6 I I <br />I I GJ I I GJ I I GJ I I I I GJ I I O O <br />I -I - - - F - - I - - - - —I - - - - - --I--� - -� - - - - -©--I— B 0 <br />I � I I I I I 1 1 I I I I '� <br />I I I I I I FS I I I I <br />FS I L _ J <br />L _J 1�\—__ l �I i • I �7 N cn <br />I I I d <br />m 1 301 511-611 A/11 /�11 A/11_O�1 <br />I I `7V -V •TV <br />TEWITE PROTECTION NOTE: I I 1 II f a w <br />7 j I I I an W U <br />AREAS OF THE BUILDING WHERE CONCRETE SLAB IS REMOVED SHALL RECEIVE A I I I I A zn W <br />COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES PRIOR TO <br />NEW CONCRETE BEING POUR TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS I ,� <br />ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE, CONSUMER SERVICES I I I i�fi U w ¢� <br />AND THE 2010 FLORIDA BUILDING CODE SECTION 1816, V <br />I I GJ GJ G.I I I 0 <br />SOIL STATEMENT: m i A O <br />SOIL BEARING VALUES OF () PSF IN ACCORDANCE WITH ARDAMAN t ASSOC. WOIL _� rL • 1F5 O O r - - O O r - - - - 1 O O r - - - - O O r - - - - O O r - - O ® r _ _ _ _ O \ 5 r— <br />10 <br />REPORT DATED: _ I 4--------- W7_24---------! ! ------ I <br />Ell------ -------- ------ I-- --- W� 24 -- - ---------- - ---------- ------------ _ V <br />WF 24 I I - - --------- - - I---J-------- <br />L----J L----J L----J L---_J L_ --"� L----J I \�__ _J/I It <br />10'-0" 15'-0" 9'-4" 10'-I" q'-4" O'-6" 9'-4" 10'-511 0�/ m <br />F-� lil to <br />8i1 8i1 A W <br />1 1 � U � A <br />~ 0 0 � <br />5 A3.1 6 A3.1 � a 0 <br />p4 a � w <br />� 0 H <br />0 <br />0 <br />�o <br />FOUNDATION PLAN . <br />SCALE: 1/5' = 1'-0" U 0 P4 <br />1- TOP OF FOOTINGS 2'-0" BELOW FIN FL ELEVATION UNLESS NOTED OTHERWISE. O <br />2- 8" ABW F'M= 1600 PSI P4 04 W N <br />MORTAR TYPE M a N U1 <br />GROUT 3000 PSI (10" SLUMP) P1.1 <br />HORIZONTAL REINF +9 GA TRUSS TYPE * 16" C/C <br />VERTICAL REING % 632 <br />3- COMPLY WITH SOIL PREPARATION IN STRICT ACCODANCE WITH ARDAMAN t <br />ASSOC. SOIL REPORT <br />4- 5" CONCRETE SLAB (3000 PSI) WITH 6X-2.IX2.1 WWF OVER VAPOR BARRIER OVER <br />%% MIN COMPACTED FILL (BY ARDAMAN AND ASSOC. SOIL REPORT <br />5- 0 CONSTRUCTION JOINT. <br />tttttllllf/11/'' <br />%SPC K ►�1 ���G���. <br />Q'•:. • �\ C E 1�S ®•' SHEET NAME <br />At <br />• E ,�J22J' : Q ` W FOUNDATION <br />Pat • PLAN <br />AL A. JACK MESSULAM, P.E. <br />CONSULTING ENGINEER SHEET NUMBER <br />5121 ORDUNA DRIVE <br />CORAL GABLES, FLORIDA, 33146 � S-100 <br />PHONE: (305) 665-5032 �y <br />PE 0 12326 F+i <br />FOUNDATION <br />SC�4EDl�J—� F'c- 3000 PSI Fy= 60,000 PSI <br />MARK <br />SIZE <br />REINFORCING <br />�1„IA�S <br />LW <br />SUJ <br />CONY. <br />RANS <br />F4 <br />4'-0 X 4'-0 X 12" <br />5+5 <br />5"5 <br />F5 <br />5'-0 X 5'-0 X 12" <br />6+5 <br />6+5 <br />F6 <br />6'-0 X �0'-0 X IS" <br />l+ 6 <br />i" 6 <br />FS <br />S'-0 X 8'-0 X 24" <br />9+ 7 <br />9" � <br />• TOP 4 1307 <br />MI6 <br />16X12 <br />2*5 <br />UJF24 <br />24 X 12 <br />3" 5 <br />+4�15 <br />U�3(d <br />30 X 12 <br />3+ 5 <br />+4�12 <br />PROVIDE 2"5 X 5' CORNER i3ARs 30" EACH SIDE Tl'P <br />=TE <br />8 X 8 <br />I* 5 <br />C��L��� SCi-iE:D��E: F'c= 3000 PSI Fy- 60,000 PSI <br />REINFORCING <br />TOP PL <br />MARK <br />SIZE <br />130T PL <br />REMARKS <br />YERT <br />"3 TILES <br />0 <br />6X6X1/4TS <br />4X14X1(4)3/0NS <br />4X14X1(4)3/0HS <br />F-46KSI <br />� <br />O <br />S X 24 <br />8" 8 <br />� 8 THRU <br />CONC COL <br />O <br />S X 24 <br />8+ � <br />� 8 tHRU <br />CONC COL <br />O <br />S X 24 <br />8+ 6 <br />� 8 THRU <br />GONG COL <br />O <br />S X 16 <br />4" 6 <br />� 8 THRU <br />CONC COL <br />O <br />6 X 4 X 1/4 TS <br />X 14 1/2 (2) 1/20 X OHS <br />4 X 14 X 1/2 (4) 1/20X12HS <br />�' 46 KSI <br />O <br />8 X 24 <br />3+ 6 <br />� WIRE � <br />MAS COL <br />PROVIDE 2"5 X 5' CORNER BARS <br />NS = HEADED STUDS AB = ANCHOR BOLTS A 30� rio " 1-IOB K <br />E3E:,�� SC+��DtJL� F'c= 3000 PSI Fy- 60,000 PSI <br />MARK <br />SIZE <br />ELEV <br />TOP <br />REINFORCING <br />"3 STIRRUPS <br />EA END <br />ARKS <br />BOT <br />IDDLE <br />TOP <br />RBI <br />S X 32 <br />+ 12-5 <br />2+ Si <br />2+ 5 <br />2+ 8• <br />� 12 tHRU <br />;CONY CONC BM <br />MBI <br />8 X 16 <br />+ 24-0 <br />2+ 5 <br />2+ 5 <br />+6 � 32 <br />2 KO BLOCKS <br />MB2 <br />8 X l�o <br />+ ll-4 <br />2+ 5 <br />2" 8 <br />+6 � 32 <br />2 KO BLOCKS <br />MB3 <br />8 X 24 <br />+ 18-8 <br />2+ 5 <br />2+ 5 <br />2+ 5 <br />+6 g 32 <br />3 KO BLOCKS <br />MB4 <br />8 X 24 <br />+ 12-0 <br />2+ 2 <br />2+ 6 <br />2+ 6 <br />+6 � 32 <br />3 KO BLOCKS <br />Job Number: <br />12049.01 <br />File name: <br />Issued Date: <br />05.09.13 <br />Drawn by: <br />MCab <br />Checked by: <br />CC <br />