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56'-8" Notes: 2'-0" 13'-8" 2'-8" 1'-0' 3'-4- M.O. 4'-0" 6'-0" M.O. 3'-0" 2'-8" 13'-8" 4'-8" 1' -2 14'-1 18'-101¢" -2" 14'-4," SW_1944 e. -7 " L T F5.0 F5.0 Revisions: I c1 c1 _ - -� _ I 15 I11L L le _ 011 I C3 I , TYP. C3 I V 'I I a 7 ,10 % T I% TYP. 0 EXT ss �` TYP. 0 EXT 9 HSS6x6 HSS4x4 o I : I I C.J. ol I C0 10'-11" - VERIFY SEE 9/S6 FOR FOOTING I W CANOPY , I 736" AGRIBOARD WALL PANELS SCHEDULE TO BE DESIGNED BY PANEL SEE 10/S6 FOR FOOTING I ' I I MANUF'R PER GENERAL NOTES I F5.0 f SCHEDULE F5.0 ON SHEET S1 - C2 I C3 S1- = = J I I _ I L-L C.J. '' 13 - 1 I _ I I I I I II F5.0 I TYP. 0 EXT S' I ss - HSS4x4 - _ o _ J - C2 I � I AHD I I L' I C.J. I I I I I - 8" THICKENED SLAB s UNDER BANK EQUIPMENT I I_ PER 1/S5 s+ I c I I I I �'^^ 1 ,' I F5.0 I I coo , 2-0 ' I r I I IJ I I I C.J. co I M 8 I - I I _ M C, J I I I N C2 F6.0 I I C> GU U U U I I I 8' THICKENED SLAB I I UNDER BANK EQUIPMENT PER 1/S5 I 0 C.J. o TYPICAL CONTROL JOINT. I F5.0 I I I SEE DETAIL 1 /S4. ATM C3 CN COORDINATE LOCATION WITH TILE FLOOR PATTERN. ,o SEE ARCH DRAWINGS I L J I sa I I I F5.0 I - C2 I C.J. 4 - - N I I I I I 9 L - _J 2 �* I _ 2 0 I Go F5.0 :x 3 I 6 - I I I I I 3 - C.J.t0 I � REFER TO 11/S4 Cn I I I AND 12/S4 FOR co `N I 1 L - _ I THICKEN SLAB VAULT I UNDER r„ $4 NOTE: M. CONTRACTOR SHALL VERIFY ' = I I I I ALL VAULT RELATED DIMENSIONS o I I ( WITH VAULT SUPPLIER I ' M 'I 12 00 C.J. I 9 I CN N � 111 � I I I I I II I 111 - I I F5.0 I I I F5.0 C2 C2 3 r `O co_ ' �----_--�_ I C.J. I L------� 2 I -I I I� I I 9 9 _ s+ sa _ I I I a I F5.0 � � TYP. 0 EXT F5.0 U COLUMN DESIGN BY OTHERS (TYP. 4 PLACES) 10 IN7 0 I I L - - J 34'-6" - VERIFY W/ CANOPY SUPPLIER C.J. C.J. C.J. 12 T I 16 I0 0 I L JOINT. SEE 3/S4 TYP. SEE NOTE 4 FOR SLAB ON GRADE INFO. SEE CIVIL FOR T.O. SLAB ON GRADE INFO *v CANOPY FOUNDATION DESIGN - BY CANOPY SUPPLIER. F FTG TOP I 0 S -21-0M BELOW F.F. - TYP. 4 PLACES. (VERIFY FTG DEPTH W/ CIVIL DRAWINGS) 1. SEE GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. TOP OF EXTERIOR FOOTINGS AT ELEVATION 4-4" UNLESS NOTED OTHERWISE. 3. TOP OF INTERIOR FOOTINGS AT ELEVATION -l'-4" UNLESS NOTED OTHERWISE. 4. SLAB ON GRADE AT CANOPY AREA IS 5' THICK NORMAL WEIGHT CONCRETE (f'c = 4500 PSI) REINFORCED WITH WWR 66-W2.942.9. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND MAXIMUM WATER/CEMENT RATIO. 5. SLAB ON GRADE AT BANK IS 4" THICK NORMAL WEIGHT CONCRETE (f'c = 3000 PSI) REINFORCED WITH NOVOMESH I 850. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND MAXIMUM WATER/CEMENT RATIO. 6. SLAB ON GRADE TO BE PLACED ON 10 MIL VAPOR BARRIER PER SPECIFICATIONS. 7. REFER TO THE GEOTECHNICAL REPORT FOR SITE PREPARATION. 8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT AND ENGINEER. 9. CONTRACTOR TO VERIFY ALL SLAB EDGE DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. 10.CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. 11. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLAB PENETRATIONS AND UNDERGROUND UTILITIES. 12.SEE SHEET S1 FOR GENERAL NOTES. 13. SEE SHEET S1 FOR TYPICAL AGRIBOARD PANEL DETAILS. 14. SW _ INDICATES AGRI-BOARD OR WOOD STUD SHEARWALL. SEE SCHEDULE ON 8/S4 FOR DESIGN FORCES. 15. PROVIDE THICKENED SLAB WITH ADDITIONAL REINFORCEMENT PER DETAIL 4/S5 AT INTERIOR NON -LOAD BEARING WALLS. SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATIONS. I 16.SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND DIMENSIONS OF RAISED OR DEPRESSED SLAB AREAS, SLOPES AND DRAINS 17. PROVIDE 2-#4 X 4'-0" ADDITIONAL SLAB REINFORCEMENT AT ALL RE-ENTRANT CORNERS. i r,----,.FOUNDA.TION AND SLAB ON GRADE NOTES SCALE: N.T.S. I 0 I I I I 0 I J I W W J d a Li 0 3 Li I 0 0I ail Consultants: DECAROWILLSON STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE 181 3) 248-8080 FAx (81 3) 248-8081 CERTIFICATE of AUTHORIZATION # 25896 JOHN L. DECARO, P.E. NO. 56031 MIA E L E M E N T 6 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813) 251-0565 Fox 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fox (305) 858-5850 ELEMENTS State License *AA0002941 WACHOVIA - ZEPHYR COMMONS PARCEL 6 US ROUTE 301 C1 HSS6x6 C1 NOTE: I ZEPHYRHILLS, FLORIDA 5" EMBED HOT DIPPED GALVANIZED Drawing No./Date 11-26-08 I SIMPSON STHD14 IN TURNED DOWN I I SLAB AT EACH CORNER, END OF SW-2 4 SW -2 I EACH PANEL WITHIN SHEARWALLS AND ON EACH SIDE OF HSS COLUMN 13'-8" '-8 2'-0" 6'-0" M.O. '-4" 6'-0" M.O. 2'-0" '-8 13'-8" PER 6, 7 AND 8/S5 In 1 1'-2'y4" 94 13'-9%" W 11 18'-14h" 11-2" 13'-7%' , N I I 0-11 - 0,1 Drawing Title/Scale/Drawn by 50'-0" I FOUNDATION AND SLAB ON GRADE PLAN FOUNDATION SCALE: 1/4" = 1'-0" AND SLAB PLAN _ A B C D E F G H J SCALE: AS NOTED FOR PERMIT 12/01/08