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BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGIi WIND SPEEDS \Si4_�:. '/�'rb' .-.X?PVS:!'K //'��P;.CFCF TI-:r�LU, G?S: :Al� � \W:'F]\ S' �f F PCN RA�"Ek F[�S7 P;±��.\;, 51��S � I � ;nS�� :�c•nE' Ex=anSCCt. � � / AACF:Ii T-iR;'.l�fi PAS:: kA;l � � / vVTt�.ifi 6'C' iP;-1 Rqt'T�R F�$' P_�l+C S:L=$ � ` '� :. _..____'_" _.... . .. . � � o t : ' � �� GRPTiE t o .—T � � n I I '� � � a S,-----� �T11=I I l=1 8° =1 - - -; I l j i' { _--, �' �� — �—i `� _ � NI\�i*t.iu ? 3i�' A I I I �' I—� � I—i � —! - ,- ia`. EYBELNEA� f _� o � � fLti?:N,EYi;S M{nLM�Y 2 3/�' - (TY�; CLTCRC7C �F:YC�Ch? F�3E"ENi.v: ��,� �a� �_��I I �! I i I I— .z. M]h�!;'fl;L LJ�+CRE�=C F1]'IY� I, � nQ� :iDOL"i H.k)kE!NFG7�LI: � � �-I � I � Y�;Y:?) Ce•� ^l�?ltii��CJS � ' rt ��_�. �t/E' CONCRETE M�NOLITHIC SLAB CLINCRETE SLAB BASE � BASE RAIL ANGHQRAGE � 3B RAIL At�CH�RA �F�,_ � � SLa-_E: n'iS SCA�E� ;vTS � M{N1u,v ANfE[R C- ,� '.l:S`AMf: }q (, �qiq• 1� MiNiM,Jt! A�t:hi�.R 4.`.1(,c. '.l:�iA'�1:�� S 6 `f/4'. GENERAL NOTES CQNCRETE+ LONC•.2_7:. S'r-ALL F�P.V- A yl�l_MUti S?�'�:h:E1' C�MPRc:;j;V� S��\ui-• ;�- 3��3C PS' A' ^c5` DA�S 2• vn��Ea� _ COVER OVER REINFQRCING STEEL -�P �F AS?FF_-__ \ � '��a;��5'g;,�'D��`:q;-`h,� Vl.vEv:k ••re !� CtCJ"tE 1-1 P��-[)k .F Vl:� FQP =;U'vDATI�VS, N1A1!!L'M fGACP.E?E C�VEn Cv[� :=;N�1:CiN� t�Krav; �:F±tr�;: -- ;,a• nin . ra t�R;-i„ti ep�- HARS tiN4,i A: FER AC1-318-. 3 inCHES _\ FpL'NJ.4T II1JS u+�£RE TNE CD,J�<c- S CAST o.: �AfVST � � r�ND ��:MAVrVTLY Iti �Gf�?AC� 4/ -11 -,! CAQT+ LR CXP�SEJ T� � _- -v t� _ � •-- - _ . '"HE �A2T� �]k Wf/1^H_Z AkD : 1/e 1'Y_�'t$ ELSE44=R= . � �--. - I � — - - �— I I{I i •i � —� i1 ,�� ;�;_- REINFDRCING STEEL� � � l _ 'HC R=ihrORC:�vG S-=E� S-^t� EE N:�It�!Jy G3��C EG '-, - --I' ��- � � + �—I I I-1 -- i i ._._.j: . : . �—j I i—�� - GAL VANIZATI�N� 7i - MF[A? 4::i.-rSSi:kI:S =-�:R lSE Il EXIER�;;k �JAt.I (:,i\Sikl;fil:�\ t; G�v-(v,iC;.s- - . HN� IJ7" BIRE:7LY �%=6S£L 7G -HL WEATI-ER SHALL $� ;P'�� A��` LALV�k:2�=� iN AC.^.=:LAf�CL l!_aF: AS'-M � i53. CLASS 3 2. kETnt a�qT-� _��tinEC`ilRS. SCkE�lS BCt_-S t�JB \q'L; EX��S�L• / IIkF.CTi� "f "1= WFa�"NFR S�A_�,_ �:. S IPIV:_ESS S'EE� C1R hCl7 �[�e�£ �._rx eY�n+:[.,�e-� _� - DSPFEL GkLV4�YiZ=9 cs;n7-Cs Y�cv� R£INFORCEMENT MAY BE BENT IN THE V SHOP OR THE fIELD PRQVIDED� � - � NF i�:�x��r is eEn� cei r.; � 3C� GROUND BASE HELIX ANCH�RAGE c. 7y�. CJ4M=T�K Cf ��Ff '3F.N:J MEFlSURt;; iiN i-.� IVS'9F :l� T�� / SCP�G �TS <CAtJ B[ vS�D r"G� ACpI+AL-: 34 ?S f�CT LCSS ?tlA.v SIX-�HAR IIIA�i=i�=RS, A�17 �� 3- RuN3C1R^EM-=\7 FPF'T]�LLY C1-tQCDCED :FJ CCVC2=T= S'.,ALL P:�7 `" :�.�. r:E+:l �:vl HELIX ANCHOR NOTES i f-C!R VFkY T,'E�SF AV�/;1� C�M4-�:FJ? SANDS. Cf;AP_SF i�RAVFI. AS� ��f$ELES, CALI:.^!'. ='�':�-fAli.'L' SL7S �A,�L` CLA"S US; 'fl!JSkt�M .J 4' !�CLICES W:Tii NihI�G^' 3Q 1vC- EML[LMEN'. [. 'V�v^ ��4P1 USC Mik�t'!LN C?) 4' HE:;CES VI'N H;N;NtiM 30 ;�CH CN3=GvCNT, +. s J2 M'_�elilM PcNSE LCIARSE SA!��5, SAND7 u4P.VELS. VERY S73F F" S:L��I S, P\U Cl AYS LiSE NiN;NL:.N f?) 4' -E: if.F S 4I li-� '�:N:N�M 3G ;nCt- EfiHE7i�t-.vt. �. �•�2 =_�nSc TC M,E�J:IM aENS� SAv�S, :'R� ?❑ SFiFF C'_AVS e�T i:L'S AL�:JVJ.^.l fl�_L tSE H:t�IM�� :�) G' HCL;C[S lJ;'ft M'N:t�::h: 50 :NCH E+"3=J�tc\7. < cCiR 'vER� L[15=. iR ?!�.t:J.iy L'�ncE SaN�S. F)Ry T�: S?1=FEk C_4YS A\T, �):_-i$, A:i;IV1Pi F1�1_ iJSh. N:NiHIfM :?> fl' Hfl €CE$ Lli��l �ftV:FSU"1 c� _NCH EM3:.DW=�VT. 1�IOORE AI�D ASSOCIAI'ES VN Hri ,lRT Bt�A7N�'I�P BUILDI?�G SYSTEMS,LLC ENGINEERIN� AND CONStILTING, INC. ,,,, pyN OPEN CARPORT t+a noei�w►is nE r�r a+mee�v. �s sie.„c ��m�YlIG�O!_Oflol��t1SE 1lf T1a!DDCIIIEUT S! CT IIC� VSM TE� 4-8-13 F� NTS IQ� ]E117S �a�vR 71aE1/O!IMY�tfA��.T TO �