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i 1 _ -_.-_- t q 'l1! 11 NII! 1, 117'fl 411 'V .. IJ LL I' 60,000 PSI MAie''IC SIZE REMARKS LW �� S F4 4'-ID X 4'-ID X 12" 5+5 5.5 F5 5'-ID X 5'-ID X 12" 6+5 6+5 F6 6'-ID X 6'-ID X 18" 1+ 6 l+ 6 FS 8'-ID X S'-ID X 24" 9+"f 9+l • TOP < 130� MI6 16X12 2+5 UJF24 Z4 X 12 3+ 5 +4e15 UlF3ID 3ID X 1Z 3+ 5 +4eY1 PROVIDE 2+5 X 5' CORNER BARS 3ID" EACH SIDE TYP TE 8 X 8 1+ 5 y TE)c 2 3 4 5 I r✓ �A r _SO �� Associates, Inc. AA26D01933 Architecture a Planning • Interior Design I I I I I 14125 N.W. 80th Ave. Suite 303 Miami Lakes, Fl. 33016 Ti 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com iz I I I I I I I I S"3 I I I p I I I I I I p p -0 1_ ■ 1 q 1 p 1 p 1 p I q 1_ q I tl III- tl 1 tl III-IN 1 tl 1-}I_ ■ r— —� r -- � r -- � r -- � r -- � � — i r -- � / r— —� Carlos I�IZarfO� R.A. I\ r---� r---� I 1 I I AR-0013079 -I - M Ib M Ib I I M Ib �.i I I M Ib M 16 I I i F M Ib G I QI----------- -I I- ----- -----4 I----- --- �_- _-1------J 1---------- I -_ -_�------II`Y 1. ----------�--I 1- z===�" I -_--_? 4 1-------------- 4 ® Revisions: L J L____J L___ J L __ J L _ _J L_�__J r -f �5 F4 F4 \ i F4 F4 r , I I F5 F5 I F5 F5 — F5 I F5 FS I t Date Description I O 3 6 3 I 6 O © 6 O A�I�1 /Pp� 1�/�py /1t 1 tl 1_ ■ I q 01-4tl 16 I i i Q LANDLORD YOW 10/1812015 I I S-4.0 I I I m, I I I I I I I I I I I I I G•! ci I I I GJ I I I I I C.J GJ FS �� L . I 7 I 3 I 3 1 I 1 ; I I -� 3 II 1 IAM I I I S-4.0 I -' I 7 5-4.0 I I F6 I I I I I I I I F6 I I I I C-j 1 I G,J I I �,,J I I I I I 1 1 -1 �— - - - - F- - -I-- - ----1 -�--- - - - - - - —�-F- - -I I- - - - - _ 8 I I I I I I FS I I I I � I I I I I I I I I I I Ip8 I I L� T_J 1 I FS I IO I I I lO L_ J I \ L___ ___J I T - O �• � I I I �--- ---� I I � N M d I I 1 q 2�-W Ip TERMITE PROTECTION NOTE: i i I I 4 �; o OI I (DI I - w U AREAS OF THE BUILDING WHERE CONCRETE SLAB IS REMOVED SHALL RECEIVE A COMPLETE TREAii'1ENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES PRIOR TO 1 - - G.1 - -- _ GJ I Z NEW CONCRETE BEING POUR TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS • • e� ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE, CONSUMER SERVICES I I I I yV�y a AND THE 2010 FLORIDA 8111LDI1 CODE SECTION 1816. I I I I I a P4 pk U E"t I II I 0 o I I 3 I I I I I I 1 I I 13 1 1 W Q SOIL STATEMENT: I I I A Z -------- SOtL BEARING VALUES OF (1,500) PSF IN ACCORDANCE WITH NOVA ENGINEERING r I ' 1� -I O O r - -- - - O O r - - - O O r - - - - -1 O5 O r - - - �O O r - - - O O r - - - O \ 5 r1 • \ AND ENVIRONMENTAL 1 1 _ WP 24_ O I_ _ I O I__ -_-- I O I I O I I I YVF 24 I I 1 4 I ------ --------- ----------- REPORT + 10106-1013005 DATED: 01/09/2013 _ - .. — --_ -- .... -- - 7 -------------- 7-----------+----- --- + --_--- - O A aL -------- -- ---------- - ------------- --- -- ---------- -- --- ----------- -- -------- - ------ ,-, I I 1 I I MF 24 I I - ff 24 I I I I - -1 I-- - I I L_ --J _J_ _J L_ _.1 L_ _J AI_ q 1 N I 0 I tl 01_Cq 1 p 1 n t ■ q I I 8 I A U 8 I I I I I 1 19 1.4 3 I 0 I 2 S-3 3 S-3 4 A3.1 5 S-4.0 t� 0 � a w ►-1 0 WN Z � 0 � o FOUNDATION PLAN • • U SCALE: 1/8' = I'-0° rVI 0 I4 I- TOP OF FOOTINGS 2'-0" BELOW FIN FL ELEVATION UNLESS NOTED OTHERWISE. 0 a W 2- 8" ABW F'M= 15M PSI MORTAR TYPE M g N V1 N GROUT 30M PSI (10" SLUMP) p.,l HORIZONTAL REIN +5 GA TRUSS TYPE a 16" C/C VERTICAL BEING % e32 3- COMPLY WITH SOIL PREPARATION IN STRICT ACCODANCE WITI4 ARDAMAN t ASSOC. SOIL REPORT 4- 5" CONCRETE SLAB (3000 PSI) WITH 6X-2.DC2.1 WILE OVER VAPOR BARRIER OVER 55% MIN COMPACTED FILL (BY ARDAMAN AND ASSOC. SOIL REPORT 5- 0 CONSTRUCTION JOINT. PG K MF �''% .< * : No, ' SHEET NAME 0 ,� = sio• • • • G��'�`•��` FOUNDATION aMill% E PLAN 0 A. JACK MESSULAM, P.E. H CONSULTING ENGINEER SHEET NUMBER 5121 ORDUNA DRIVE CORAL GABLES, FLORIDA, 33146 S-100 PHONE: (305) 665-5032 PE + 1232fo ��p,4��0� �JCi-�� F'c- 3@0m PSI N. COLUMN SCI-��DtJL� F'c= 3000 PSI Fy- 60,000 PSI R£I1�ORGINCs TOP PL MARK SIRE BOT FL REMARKS PERT +3 TILES O 6 X 6 X 1/4TS 4 X 14 X 1 C4) 3/IDHS 4 X 14 X I C4) 3/OHS � K81 2O 8 X 24 Bob e 8 rHRu coNc COL O S X 24 Sol e 8 THRU LONG COL O 8 X 24 S+ 6 e 8 rHRU CONC COL O S X 16 4+ 6 e 8 THRU CONC COL O 6 X 4 X I/4 tS X 14 1/2 C2) 1/2ID X SHS 4 X 14 X I/2 C4) 1/ZIDXI2HS � �) O 8 X 24 3+ 6 � MAS COL PROVIDE 2+5 X 5' CORNER BARS HS= HEADED STUDS AB= ANCHOR BOLTS A 3ID'I 6 "HOB K E3�/4M SCHEDULE 1='c= 3000 PSI 1=y- 60,000 PSI MARK SIZE £LEY TOP i�EINFORCINCx +3 StIRRI,IPB E'4 END REMARKS BOt IDDL TOP RBI 8 X 32 + 12-5 2+ S• 2+ 5 1+ 8• a 12 THRU •CONY CONC BM MBI 8 X 16 + 14-0 2+ 5 2+ 5 +6 a 32 2 KO BLOCKS MB2 8 X 16 2+ 5 2+ 8 �6 a 32 1 KO BLOCKS 8 X 24 +IS-82+5 2+5 2+5 +6s32 3 KO BLOCKS=M113 8 X 24 + I2-0 1+ 2 2+ 6 2+ 6 +6 a 31 3 KO BLOCKS Job Number: 12049.01 File name: Issued Date: 05.09.13 Drawn by: MCab Checked by: CC