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R <br />I <br />Iril <br />��n <br />co <br />I <br />c <br />11 <br />CD <br />EE <br />Till I <br />56'-B" Notes: <br />2'-0" 13'-8" 2'-8" '-0' 3'-4' M.O. w 4'-0" 00 6'-0' M.O. 3'-0" d w 2'-8' 13'-8' low 4'-8' <br />1'-2% 14'-7�" 11%" 18-101�" '-2" 14'-4-' <br />�L SW_1 4 41 4 1 <br />�Y " <br />F5.0 � F5.0 -1 Z <br />Revisions: <br />C1 <br />, <br />, I— <br />, I <br />I { C3 I t TYP. C3 <br />1 s1 <br />i� ,1 <br />I TYP. D EXT <br />HS56x6 <br />f <br />C.J. <br />I f <br />SEE 9/S6 FOR FOOTING <br />f I 7%" AGRIBOARD WALL PANELS SCHEDULE <br />TO BE DESIGNED BY PANEL SEE 10/S6 FOR FOOTING <br />I MANUF'R PER GENERAL NOTES I F5.0 SCHEDULE <br />I ON SHEET SS r C� <br />II <br />C.J. <br />I I I { <br />j I L— <br />I I <br />I 1 <br />C.J. <br />R 1 . <br />I , <br />JI <br />Cn <br />I I , <br />F5.0 <br />co C2 <br />IJ I 1 <br />C.J. <br />II aD <br />CI J ! <br />F6.0 <br />C2 <br />GU U U <br />I I <br />0 <br />' C.J. <br />1 6 <br />b- i <br />TYPICAL CONTROL JOINT. <br />SEE DETAIL 1 /S4. <br />N COORDINATE LOCATION <br />a' WITH TILE FLOOR PATTERN. <br />to SEE ARCH DRAWINGS <br />I I <br />C 1 F6.0 C2 <br />C.J. <br />, <br />, I <br />, <br />9 <br />TYP. 8 EXT a <br />HSS4x4 <br />10'-11" VERIFY <br />W CM <br />f� <br />F5.0 f 5'-,V4" <br />C3 J <br />r <br />- <br />, <br />7 <br />1 <br />TYP. 0 EXT 54 <br />u <br />HSS4x4 I — I <br />. <br />R <br />I All <br />I <br />I � <br />8" THICKENED SLAB <br />I <br />I 9 <br />UNDER BANK EQUIPMENT <br />PER 1/S5 . <br />I <br />I <br />f <br />I <br />I <br />I <br />I <br />I <br />I <br />R <br />I <br />I o <br />.- <br />R <br />M <br />I <br />1 <br />I <br />I <br />UD <br />N <br />C <br />I <br />I <br />f <br />8' THICKENED SLAB <br />I <br />1 <br />UNDER BANK EQUIPMENT <br />PER 1/S5 <br />I <br />E i <br />F5.0 <br />I A I <br />C3 <br />_ <br />r <br />I <br />I <br />LJ <br />I <br />F5.0 { — <br />_ C2 I Y <br />COLUMN DESIGN <br />BY OTHERS <br />(TYP. 4 PLACES) <br />Ia <br />X-6- <br />- VERIFY W/ CANOPY SUPPLIER <br />12 <br />I I <br />C.J. <br />'M <br />O O { <br />JOINT. SEE 3/S4 <br />TYP. <br />O <br />o O I <br />C.J. <br />C.J. <br />SEE NOTE 4 FOR <br />SLAB ON GRADE INFO. <br />SEE CML FOR T.O. <br />SLAB ON GRADE INFO <br />In <br />7 <br />N%JMOVJA <br />Seal: <br />Consultants: <br />r <br />_ <br />N VF- <br />CANOPY FOUNDATION DESIGN I DEGAROWILLSON <br />12 �* BY CANOPY SUPPLIER. STRUCTURAL ENGINEERS <br />s. TOP OF FTG IS -2'-0" s 2 0BLOW F.F. - TYP. 4 PLACES. CMRIFY FTG DEPTH DRAWINGS)W/ 1725 E. 5TH AVENUE, PHONE 813) 2488080 A FAX(8 M2468081 <br />CERTIFICATE OF AUTHORIZATION # 25896 <br />� FS.D I ::C2 L. ": /a,IOHN L. i7ECAR0, P.E. No. 5E031 <br />R� ...fc.J.2REFER TO i1 /S4 AND12/S4FOR LaL —1THICKEN SLAB M1z 1 1. SEE GENERAL NOTES AND SR _ATIONS FOR ADDITIONAL INFORMATION. En <br />®.J UNDER VAULT 2. TOP OF EXTERIOR FOOTINGS ELEVATION -1'-4" UNLESS NOTED OTHERWISE.oftft ®3. TOP OF INTERIOR FOOTINGS AT ELEVATION -l'-4" UNLESS NOTED OTHERWISE. -NOTE: 4. SLAB ON GRADE AT CANOPY AREA IS 5" THICK NORMAL WEIGHT CONCRETE (f'c - 4500 PSI) REINFORCED WITH WWR6x6-W2.9xW2.9. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND MAXIMUM WATER CEMENT RATIO.CONTRACTOR SHALL VERIFY " - / HALL VAULT RELATED DIMENSIONS 5. SLAB ON GRADE AT BANK IS 4 THICK NORMAL WEIGHT CONCRETE (f c = 3000 PSI) REINFORCED WITH NOVOMES IWITH VAULT SUPPLIER ! 850. SEE GENERAL NOTES FOR CONCRETE STRENGTH AND MAXIMUM WATER/CEMENT RATIO. > let6. SLAB ON GRADE TO BE PLACED ON 10 MIL VAPOR BARRIER PER SPECIFICATIONS.'7. REFER TO THE GEOTECHMCAL REPORT FOR SITE PREPARATION. o `8. CONTRACTOR TO VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND REPORT ANY DISCREPANCY TO THE`12ARCHITECT AND ENGINEER. <br />9. CONTRACTOR TO VERIFY ALL SLAB EDGE DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION. ® W a 10.CONTRACT DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS. I j '�'" "yw.s r """'"''""`"y`"`"` 11.REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR SLAB PENETRATIONS AND UNDERGROUND UTILITIES. <br />C.J.12. SEE SHEET S1 FOR GENERAL NOTES. <br />N 13. SEE SHEET S1 FOR TYPICAL AGRIBOARD PANEL DETAILS. <br />14. INDICATES AGRI-BOARD OR WOOD STUD SHEARWALL. SEE SCHEDULE.ON 8/S4 FOR DESIGN FORCES. ARCHITECTS •INTERIOR DESIGNERS <br />15. PROVIDE THICKENED SLAB WITH ADDITIONAL REINFORCEMENT PER DETAIL 4/S5 AT INTERIOR NON -LOAD BEARINGWALLS:SEE ARCHITECTURAL DRAWINGS FOR WALL LOCATIONS. Tampa Of f ice <br />1 I 1 f I 16.SEE ARCHITECTURAL DRAWINGS FOR EXTENT AND DIMENSIONS OF RAISED OR DEPRESSED SLAB AREAS, SLOPES AND I The Edgewater Building <br />DRAINS 600 South Magnolia Avenue <br />17. PROVIDE 2-14 X 4'-0" ADDITIONAL SLAB REINFORCEMENT AT AL.L RE-ENTRANT CORNERS.Suite 150 <br />Tampa, Florida 33606 <br />Phone {813) 251-0565 <br />Fox 51-0567 <br />F5.0 I 1 F5.0 I ! Mia n3) 20ffIce <br />C2 C2 1699 Coral Way suite 503 <br />Miami, Florida 33145 <br />FOUNDATION AND SLAB ON GRADE NOTES <br />Phone 305 858-5858 <br />in co ffiFox (305) 858-5850 <br />C.J. ISCALE: N.T.S. <br />77 77 <br />' '11; ELEMENTS State Uoenae #ruJ9 9 <br />�S4 WACHOVIAZEPHYR COMMONS <br />PARCEL 0 <br />4 FS.o rrP®EXT FS.oUS ROUTE 301 <br />c1 Ilsssx6 c1 NQTE:ZEPHYRHILLS, FLORIDA <br />EMBED HOT DIPPED GALVANIZED Drawing No./Date 11-26-05 <br />SIMPSON STHD14 `IN TURNEDSWZ ; 4 SW'"2 I SIABATEACH CORNER, END OF <br />EACH PANEL WITHIN SHEARWALLSAND ON EACH. SIDE OF HSS COLUMN <br />'-8 2'-0' V-0' M0 '4" 6'-0" M.O. 2'-0' '-8 13'-8' <br />PER 6, 7 AND8/SS <br />3 7NDrawing Title/Scale/Drawn by <br />50'-Q" OUNDATION AND SLAB ON GRJ�DE PLAN FouNDaTIoscALE: 1/a' 1-a"AND SLAB PLAN <br />SCALE: AS NOTED <br />C D EFOR PERMIT 12/01/08. <br />