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SASE T�IL ANCHORAGE OPTIONS FOR LOVV �-11VD HIGH 'WI1o1D SPEEDS � INSTALL V2'x6' EXPANSION ANCHOR THROLIGFI BASE Rni_ WITHW 6' OF fnCH RAGTER POS7 FlLONG SIDES „� INSTn�L t/�',,6 Cxl'nn'SIi1N S WI�TIIIN 6HR]FUE{iC�i SE R(1!L �' MININ.Uh; 2 3/; I � RA�lE2 POSI N�p\G :ILiC`.' � �_��.` '_� EMBE➢N,ENT IG __.____�_ I� � `J a I `� � ' -i� iT=T—'� i=— � , ai � � � � �-__ ' .__ P �- ° � a = � �—i ! � i� —��=� � 1 II —il ;- �, I - I I I--� i LLn � �- a a ; � �- -� I I--i I I I I '—i I I-- � � ° - conrtrvuous rur+i�uv z .v; - 1 I_ � —I I CONCRETE PAVENENT h.-tA]iFf?NLNI = '� I a I I I-I i i i I i i � I'�I � _'_— �n MO�OLf fti[C C�NCRfTE �OOTING � I I I—I I I— ! <3000 PSf NIN.) REI�FORCED j I— i I I � l/ITH (,) ;14'S COnTINUOUS � � _I i �._�. C❑NCRETE M❑NOLITHIC SLAB C❑NCRETE SLAB �AS� � 3A BASE RAIL ANCH❑RAGE _ 3B AIL ANCHORAGE sCa.�E nrs sca�E NTs NI�IMUM ANCHOR EDGE DISiAi�CC IS 6 3/4' MWINUM ANCH�R EDGC DI� IMi_I C i, 3i�1• t GE1�1EI3.AL l�OTES CONCRETE� C�NCRETE SHAL� HAVC A NININUM SPCC[f IED COMPRESSIVE z. wP�HERS i �TRENGItI OF 3,000 PSI AT 28 DAYS C�VER ❑VER REINF❑RCING STEEL Ta� oF FlSPHA�T '—°�"` ""• °'A",`TEa "°" T�irzOUG�{ Il��C B�SF. Rnll nkp f'AVENENT OR /� $CCURE ip nNCHUR tYE WIT11 FOI: FCJUNDATI��S, NI�VIMUN� C�NCREiE COVER ❑VER REINF�RCING aecuNO suaFnc[ � �� i��• pinMCi,� rfiRUUG�� 9ni.* I B/iRS ShiALL &E PC(� ACI-318: TI '� � 3 ?NCHES IN FpUN➢ATI�NS WHERE THE CO�CRETE IS CaST AGAINS'f �--- nND PERMA��ENTLY IN C�N7ACT WITH THE EARTH ❑R EXP�SED f❑ I � �� ' ' I�— �- 1HE EARTH ❑R 1✓EATHER AND t V� INCHES ELSEWHERE —I I —I I I I —I i I I� I I �--I I I- I I I—� I ( �-��_�_��_��I- I�I� I I I=i I_I-1 I�==1 I i�--=� � REIfVF❑RCING STEEL� I �—� I I--I I I=---� I I==--I I =- I ! I�--I �i I-_� � � I I THE REINFORCI�G STECL SHALL BE �ININUN� GRADE GO - II—il = i !--i� � i �—� � �—� � __� , �- 1 � 1= � �- � � �—� � '� � GALVANIZATI�N� NET�L ACCESSORIES FC1R USE ]N EXTERIOR WALL CONSTRUCTION rsconunuous P.ND N�1" DIRECTI.Y EXPpSED T� THE WEATHER SHFlLI_ BE �AS[ �ni� �ALVANIZED ]N ACCORDANCE WITH ASTN A 153, CLASS B-2. �CTAL P�ATE CONNEC��RS, SCREWS BDL1'S AND NAILS EXPL7SED DIRECTLY TO THE WEATFICR SHALL BE STAINLESS STEEL ❑R Hf]T OOU�LE i1EUx ErE nNCNOF — ' DIPPE� G�LVANiZED �scE narES sc�ow> � REINF❑RCEMENT MAY BE BENT IN THE ,� SH❑P ❑R THE FIELD PROVIDED� � � r�iw-ar.cErEnr is BEnr co�n, 3C GRCIUND BASE HELIX AI�ECH❑RAGE � THE DfANETER ❑F THE BEND, N�EASURED ON THE INSfDE Ci= THE SCALE NTS <CAN BE USCD I pl2 n.SPiiA!_1") BAR, iS NOT LESS THA� S[X-BFlR DIAN�ETERS, AnD ;; REIN�ORCEMENT PARTIALLY EMBEDDED IN CONCRCTE SIIP.LL NO1 BE �IEL➢ UENT HELIX ANCH�R N�TES ` ,^OR VERY DENSE AND/OR CENENTED SP.��DS, C�ARSE GRAVEL i FlND COBBLES, CALICHL, PRELOADED SILTS AND CLAYS USE MI�INUM � C�; �" HELICES WITH MININIJM 30 I�CH EMBEDMENT � 2 FpR C�RA� USC N�I�IMUM (2) 4' HELICES WIfFI MINfMUN 30 [i\CfI EMIiCUMENT 3 �OR NEGIUM DENSE COP.RSE SANDS, SANUY GRAVELS VERY I STI�� SILITS, AND CLAYS USE MINIMUM (2) 4' HELICES W1fH N�IN?N;UN� 30 INCH E�vBEDNENT I 4 FOR L17pSE T� NEDIUM DENSE SANDS, FIRM T❑ STI�F CLAYS AND �IL 1 S FlLLWIAL FiLL USE MINfNUM C?> 6" HFI.ICt=S WITH NiNI�UM 50 INCii ENBEDH=NT ' „ �t7R vERY LOSE T❑ �EDIUN D�i\�SE SANDS, �IRM TC� STIFFER � CLAYS Fl�D SILTS ALLWIP.L FILL USE MININUM C2) 8' HELICES WiTH MININUN 60 INCH EMBEDNENT � I' !� MOORE AND ASSOCIATES DRAVN BY� JRS BENNL'I"I�BUILDING SYS"1'I:MS,LLC ' ENGINEERING AND CONSULTING� 11VC. I�CKED BYi PnH FNCLOSF�Bu1LU�NC a �t¢s DoCUENT IS TrE P�RTY OF IIOOitE A1ID ASSOCtATES' p1C' TtE ROJECT MGR� WSM DATE� 11-12-12 SCA�E� NTS .RlB id0� 1211YS �MIAl1T1�D�IDM. C�PYA�G,�R QiHERVtSE luE ff' THIS n�CU11ElJT IS ��n'�YCr��Iren Mm�wr nFen+r,o�tr�t�aN w�r sE sus,�cr Ta LIENT� - HT. 5 OF 1P DWG. PdO� SK-3 �/,� �