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13-1329R-025r°°=^_"."^° .`"" tax 407.830.4143 A\ODD2731 mww.forumarchitecture.uom BENEFICTAL COMMMTIES 2206 Jo-An Drive Sarasota, FL 34231 South Miami, FL SET DISTRIBUTIONS: PV�/-T�moxzm z!�, SHEET REVISIONS: 8A �4 HAIRPIN y& ~ uo. LDN{%'� ~ 03112114 10 Jd AST Systems Cmmnts �5 TOP BARS AND �4 K#l2� oo. TXAM SHALL BE - ~',` �"''` �=`""`"" �^ CONCRETE W/ #5 0>b~ O.C. EACH �AY(U.N.0.). 04107114 - �M�&riiha�n 06/18/14 16 Ltn� �meerint�_ 07131/14 17 Crane Tom Foundation Rev. OM14 18 / �� GENERAL CONTRACTOR TO PROVIDE 3/4~ RECESS FOR ` ,. 12115114 20 Field Adiustment To Mat Fndn Per GC /\ MASONRY WALLS AT ALL BLAB EDGES OR STEPS /TYP-1 ' � / #5 TOP BARS @ 12"o.o. 0O^ LONG) | | ' | 3\ INTERIOR MASONRY ARE TYPE (MW-1) UNLESS SHOWN ___T-3/umr^rcr ` 11\ ` FOR EXTERIOR WALL SEGMENTS B° LONG OR LESS ` �/mn �°"v.. \ | | ' SEE ON �G TOP w/ 8- � '| � '] � EDGE - ' - /\ � �� HOOK �� 8~ u�. � ' ' " ! ' ^ `° ' r=- '=- p ' ^ ' �� TENSIONED "^�" |NT�6�8L vMp: ( -�� /l�� -- " Np ' ` | � '� U ��) / || ` |c-/ } POST-TENSION ° -- �� T.O. SLAB / | . � CANTILEVERED .~ �- ��o�� u� �- | ��I | �� POST-TENSIONED I = " e- ," " ) ` i ( n^ peqr_r�mmnm�n � o z!�, SHEET REVISIONS: 8A �4 HAIRPIN y& ~ uo. LDN{%'� ~ 03112114 10 Jd AST Systems Cmmnts �5 TOP BARS AND �4 K#l2� oo. TXAM SHALL BE - ~',` �"''` �=`""`"" �^ CONCRETE W/ #5 0>b~ O.C. EACH �AY(U.N.0.). 04107114 15 �M�&riiha�n 06/18/14 16 Ltn� �meerint�_ 07131/14 17 Crane Tom Foundation Rev. OM14 18 P id 10\ GENERAL CONTRACTOR TO PROVIDE 3/4~ RECESS FOR ` ,. 12115114 20 Field Adiustment To Mat Fndn Per GC o ` 1\ MASONRY WALLS ARE NOT TO BE COMPLETED UNTIL 8A �4 HAIRPIN y& ~ uo. LDN{%'� ~ ` ^ THE FLOOR ABOVE HAS BEEN POURED CABLES INDICATES ---' INDICATES �5 TOP BARS AND �4 K#l2� oo. TXAM SHALL BE - ~',` �"''` �=`""`"" �^ CONCRETE W/ #5 0>b~ O.C. EACH �AY(U.N.0.). `� E��R�0L AND #40N�ucEEHOR|�N�L ` TENSIONED AND ALL SHORES AND RE`HORE3 REMOVED. INDICATES �� Dp BARS � 12° o`o^ (14' LONG 8 10" HOOK) 13\ ~ INDICATES 8~ C|p CONCRETE WALL W/#5 040"c/c E. W. E.F. (561) 835 - 9994 FAX (561) 835 - 8255 JOB # 379.049 |WD|CATED PER THE MASONRY WALL SCHEDULE - 2) EXTERIOR MASONRY WALLS ARE TYPE (WW-2) UNLESS 1 INDICATES #5 TOP BARS @12^o.c. (8° LONG 0Y18° HOOK) 10\ GENERAL CONTRACTOR TO PROVIDE 3/4~ RECESS FOR ` ,. SHOWN OTHERWISE. T�7 /\ MASONRY WALLS AT ALL BLAB EDGES OR STEPS /TYP-1 ' INDICATES #5 TOP BARS @ 12"o.o. 0O^ LONG) 3\ INTERIOR MASONRY ARE TYPE (MW-1) UNLESS SHOWN ___T-3/umr^rcr ` 11\ ` FOR EXTERIOR WALL SEGMENTS B° LONG OR LESS o u/nr-xvmu� ^--�-~~- DIRECTION THROUGH SUPPORT COLUMNS (PER AC 18`12'4) ' / } ^ o` 4) ALL W��N�Y�4LL� TO HAVE A REINFORCED, T-4 INDICATES (2) 4 DIAGONAL TOP & BOTTOM. /5° LONG) INDICATES 8~ CONCRETE CRASH WALL W/#4 Wu c 1�\ - m ` �R0UTRLLED CELL AT `� E��R�0L AND #40N�ucEEHOR|�N�L 71 ALLRE�NE BARS ON PLAN ARE �5 U.N.O. AMOUNT OF EDGES OF EVERY OPENING AND AS INDICATES �� Dp BARS � 12° o`o^ (14' LONG 8 10" HOOK) 13\ ~ INDICATES 8~ C|p CONCRETE WALL W/#5 040"c/c E. W. E.F. (561) 835 - 9994 FAX (561) 835 - 8255 JOB # 379.049 |WD|CATED PER THE MASONRY WALL SCHEDULE - ---- INDICATES #5 TOP BARS Based on Architectural Backgrounds Dated 10-28-13 �� ` 5\ INTERIOR MASONRY WALLS ARE TO STOP 1/2" ` ,. 14\ DRILL &c EPDXY 5- INTO CDNCRETE ^ ' co ~ BELOW CONCRETE SLAB ABOVE. '- ~----- INDICATES #5 BOTTOM BARS /\ 15\,. ALL, PARAPET, WALLS ARE-MW-4 TYPICAL-U.N.D.- ` PERMIT 01-4 U r- 0 i--L--- NN � \��U|U�U ��O��!UK��Uu|K�0DQ JO�K�DD N(�T�. A MINIMUM OF TWO TENDONS SHALL BE PROVIDED IN EACH ! �� / \ l ` ' w v NN ` G) PROVIDE CONTROL BETWEEN MASONRY ' - 80 o�mu|�� o�l2' |0^ 8c ��l|»� ^�y�( 1G\ PROVIDE LOx4x /2"x12° �� GALVANIZED STEEL ANGLES <�EA, ENDS 8: W0pO(WT� OF GENERATOR/FUEL ~~ ` ' .' _ ` ��- '--- - -' --- - -- — - - ''--�' ---''-`� --- ^--�-~~- DIRECTION THROUGH SUPPORT COLUMNS (PER AC 18`12'4) ' / } ^ ` INTERIOR ' N ` ~ lND|�ATES'�TUDRA|L SHEAR RBNR3R0W[� ` ` �� ' � .TANK' CURB �� FASTENED ANGLE T0 BLAB W/ 3/4" D}AW HLO HT HY150 �` '_^--_^-'_`__~-.'_`_'_`._~-��_^-�`._�_._`~_. � 321 IRMSME200 UC. #M386 ` c«��r' /�� pm�* u«�« /�� ur«�«u �uu//m�� `---�' �EE Typ|C�L DETAL ON SHEET B4.O1 . �Y�TE�. THERE |S � �}TAL OF 3 ANGLES P�R �}NQ S0 ��FR'��nRT-!� E ` �O�AN�LE8�TOTAi. ' `' |�\ 71 ALLRE�NE BARS ON PLAN ARE �5 U.N.O. AMOUNT OF m � THE ��R�� T0 THE ANGLES W/ FASTENERS INCLUDED p�ENT�URB~^Y~ANUFACTURER, �ENE^^-^~`�/ /- L�� Structural Drawing Updated 12-20-13 1� EG. #60791 (561) 835 - 9994 FAX (561) 835 - 8255 JOB # 379.049 . BARS ARE INDICATED ON PLAN. . FUEL TANK MAXIMUM SERVICE WEIGHT (WET)=2'800 L8S. FUEL TANK SERVICE WEIGHT (WET)=3,340 LBS' � '^ Based on Architectural Backgrounds Dated 10-28-13 ` ,.