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NOTES DESIGN BPECIFIOATIONB: 1.)SEE MANUFACTURERS DRAWINGS FOR. , ADDITIONAL�ETAILS AND�IMENSIONS. FEFER TO SIGN COMPANTS DRAWINQS FOR MQRE DETAILB, 4'•B° ALL pESIGN9,DEfqILING FABpICATION AN�CDNSTFUCTION SHALL SIGN CABINET i 2,)SIGN CABINEi AND CONNECTION CONFORM T0: CONSTflUCTION BY GILLERE SIGN&LIGHTING, 2014 FLORIDA STATE BUILDINO�ODE.5TH�DRION 8Y GILCETTE SION ACI AISC &LI�HTING AMERICAN WELDINQ SOCIETY 'CLIENT-QIILEiTE SIGN&LIOH71N0 LOOAL.6t11LOINQ'COOES&ORDINANCES '2014 FLORIDA STATE B111L�IN�CODE:6TH EDITION CONCRETE:'2600 P�I p 28 DAY6 •140 MPH WIND SPEED,EXP:C STD.STEEL piPE SECTION:ASTM A53 GRADE B(Fy-35�K$q,U.N,O. '(7)POLE,(1)FOOTINO ST�EL PIPE SECTION(a 26'0);AS71V1 A282 pRADE 9(Fy=42 KSI MIN.)U.N,O, � HSS qOUND$EC¶ON:ASTM�A600 QRADE B(Fy=,42 KSI)U,N.O. catcw,noNsitac�voen+eraiaYm+ocorisioexnnorys HSS SUUARE�REGTAN�ULAR.SECTION�ASTM A500 ORADE B(Fy=48 KSI) AS�UiIINEDW THE'i01d flOPoOA BNLOINO WOE(SAiEDf: �i CNM1P1Eqi8•lChOBaNOPoFCEH ANOHOR BOLT$:AStM F1554 OHADE�99 U.N.O:(ALTERNATES QRADE 55&105) a 'au�ren nsvEcu�wsa�enoros CONNECTfON BOCTS;A6TN}A326 cNnrr¢n ie•s,ons,worouNonnnous eNnvten iacaxnne REA�ED'RODS;ASTMA193�RADEB7 - HSS3k3'x1Jd° ��n�oawn�wuna STEEL,ANQLE�;.CHANNELS,STRUCTURAL SHAPESt&PIATE6 ABTM A36 QHPPIEfl71-Mq60NM REINKORCINQ:GRAOE80ASTMA816 � CHAP1EqY7�9TEFl .;� cHha�A va.woao PROVIOE A MINIMUM OF THREE INCH�S OF CONCFiETE EOVER OVEq �, EMBEDDED 6TEEL. , THE CONT8ACj0A(INS7ALLEA)IS RE9PON61BLE FORTHE MEANS& METHODS OF CONSTRUCTION IfJ P.EGAfi�&70 JOBSRE SAFEfY. NO FIECD HtATINCi fDR B�NOINO.OR CUTtIN6 OFSTEEL SFACL BE pRAOE ` ALLOWEO WITHOUTTHE'EIVOINEER'SAPPROVAL � WELDINQ EL�CTRODES:E70Xk - --- ( _� I ; __._._ . I . ALLOWABLESOILBEARINf1PRE63UREA55UMED:200bP9F -I I �—I I I- I I I—I I I�' + • —I I I I I I—I I I—I ASSUMEOHORIZOMAL(PASSIVEPRESSURE)A96UMED.AT150P8F/FTOFDEPTH. Q a ISOLATED IATERAL qEpRINO FOUNOATION9 FOR SlON3 NOTADVEiiSELYAFFECTED 4 ti 1P2'MOTION.A7THE pROUNb SURFACHOUETO SHORTTERM LA7EfiAL LOADS �------ " , , I I I • &HALLBEPEqMItfEDTOBEOESIGNEDUSINQ.IWOTIMESTHETABULATEDCODE -I I I a • �e ° -I VALUES� I ALL FOOTINGS SHAL4BEAH ON FlRM UNOISTURBED AESIDUAL SOIL ANQIOR I- 4 � a I f I- ENOINEERED�ARTH. M ��I , FlLL COMPAC7Eb T6 8896 OF ITS MAXIMdM'pRY OENS1IV A6�pEq ASTM D 0BB-70 � �I I I a ' ' � (SjANDARD PROCTOR)UNLE5S NmED OT H E R W I S E.T H E S O I L.B E A R I N 6 °< �•d CAPRCIIY 16TQ BE VEpIFIED BYA GEO7ECFiNICAL ENaINEER PflIOR'TO I'I I I a a �� I f � CONSTpUCTfbN.IFALLOWABLE'BFAp�NOIUJD(OR LATERAL PEiESSURE IS LESS { THAN THE ABOVEASSUMED ANOIOR CALCULATED PRES9URES,THEENqINEER S H O U L D B E.C O N T A C T E D'FOR RE EVALUATI C 1N, a'e I I i � �(GAVATIONSIIALL9EFREEOFLOOSE'SOILBEFOREPOURINCiCONDRETE. I—' , '• '� I f_l�i WECDER§SHALL6ECER7IFIEDFORTHE7ypE0FWELDINO. - e aDE�UATELY BRACE POL�(5)U(YTIL CONCRETE HAS$ET UP FOR l4 DAYS. - GRpUTUN0ER9ASEPLA7E8WITHNON-SHRMKQAOUT, I—a � I_I I- TFII&ENGIN6EA OOESNOT WARRANTTHE.ACCURACY OF DIMENSION9 � �' � FUFiNI6FIED gY OTkjERS. _.. . � ALL IXPOSED 87EEL&HAtL 6E PAINTED WITHAN ENAMEL PAINiTOINHIBIi I'C I I I I.I I I I"- lyl I I COAROSION. THIS OESIGN IS FOH THE IN�IOATED ADDRESB ONI,Y,AND SHOULD NOT 9E USED ��.g�p ' AT OTHER LOCATIDNS WITHOUT WEIITTEN PERMISSION OF.THE EN�INEER. 00p0��N S E�'y pp��00 � OESION OF OETAILS ANO STRUO7URALMEMBER9 KOi 9HOWN,BY OTHERS. 000soo FRONTELEVATOIN 1 ' o�AQ�,�° �cENs/q� ti�/ve ""•�•MT} I O O`00 � C �Oo{�d' m�g No.76873 e� O ��I [SNOXVI OFFI.F PAOJEOT: qAAVJN�Y: 'OHfiOKEOBY; COMM.NO. O/.TE: OfiqWINGNO. � * V xeeuveisopaeeRAo. �8232 6th Avd.Zephyrhllls,FL JAM DSA 170321.01 03/30/17 DWG. �p ee STAT@O 9�o j KNOXVIL�LE�'{ENNE6SEE OMYJIry[iT17LE; FEV.B OATE Ofl/WNBY � O PHONE 865-584�0899 COHP LIC.S f02000002B90 � p � '0 a=\ oO�00 mlohael tlrfltly Inc. BUS.LIQ M PA26000828 � ��@ ,,.�h.�,.�.�a+�.. FAX 8&5-684•6213 Clifton Job ENO.C.OA�A297B4 B�Q�ry�Q��f/]�LT��3D)�� �wuW s 0l�b �