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., �ASE 1�AII,ANCHORAGE OPTIOlotS FOI�LO�V AND HIGH W�1D SPEEDS ItdSTALL 1/2'x5' EXPANSIOY INSTP.LL t/2'x5' E%PA�lSION ' ' ' AtiCHOR THROl1GY. BASE RAIL P.NCHOR THR�UGH HASc RAIL -W4/F O4 FIBERGLASS WITHIN 6' �F EACH WVF OR FIBERGLASS WITHIN 6' OF EACH F[HERS PGST FIBERS POST ' j �,. � �I � n i � , �`>fi V� I , _ � � ` - � � � . < <� , f � ., � GRADc ' '- . e GRALE ._ , � L — - �, __ ` — —� i - — ,— � =- -- '__'-_ ,� � - I �_ ,i ` — 'i __ _- — — _ __ _ �i N!N[NL'M 2 3/4' -"_ - � L — MINiMUM 2 3/5' — EMBEDNEYT Q _ __ EFIB�D�!ENT i ' ` �` I I : - RYPJ - I i. - - r ' (TYPJ _ _ � _� f :- I — _'- -_ i_—' . I — __ __ — ?t�NCiLIT IC C�NCRETE F�OT[NG — - _ - MONOLITH?C CONCRETE FGOTING -, — I i (3000 PS MW.) REINFORCE➢ — -- -- C3007 PS? MINJ REINFGRCE� �- WtTH C2) K4's CGNT[hLJOUS --� VITH C�) KS's C�Yi[NJ�US - -T - - �'-�" 5 S/8' I'-0' S 5/d' CONCRETE M�N�LITHIC SLAB CDNCRETE SLAB BASE 3A BASE RAIL ANCH�RAGE 3B RAIL ANCHORAGE SCALE: NTS SCP.LE NTS 1•tINI41UM ANCHt7R EDGE DISTP.NCE IS 6 3/4' hilNi�tUh1 P.NCH�7R EDGE DISTANCE IS 6 3/4'. �EIiTEIgAL, IVO`I'ES � CONQRETE: CO�VCRQTE SNALL HAVc A MINiP1UM SFECIFI�D C�M?�=SS1Vc 2• �aSH�ts STRENC�TH ❑F 3,000 PSI AI 28 DAYS. COVER ❑VER REINF�RCING STEEL: � e�i�� sie� nca��_r_� Fc<< � TGP GF^ASPHPii iHRGUGH 'fHE BASE RAIL AND F�R F[�UNDATI�7NS, MiUL�lU��1 CONCRET� COVER ❑VER REIN�GRCING ?av�M_r�r ee s_cua� ra Avcr,�a EYE VlTH G�GUVD SU�-A�_ _� P I/Z' DiAkcTER THR7UGH 6�LT BARS HP.LL B= PER ACI-3!B: ��L__ ' 3 LVC ES IN F�U�VDATI�NS WHERE THE CGNCRETE IS CAST AGAINST y�u AND P RMAN=NTLY. IN C�tiTACT WITH THE EP.RTH ❑R EX?DSED t❑ --- � --- --- ---- -- - -- --- -- __ _ THE E RTH OR WEATHER, AND 1 1/2 INCNES ELSEWHERt. =-:" ____ — -"- - --- — � -- -- — — REI FORCING STEEL� -_- —_------, =_-- --__ ---=._=: -_--= _- _-_ THE TUR�D�W�,' R�INFpRCING STEEL SHALL B_ ASTM A615 GRA7E - - - `- '"-- '-- -'" -"' 6D. TH SLAB REIN��RCE�•1�NT SHALL H= WELDED WIRE FABRIC — -� - -- - ---- � _ h1EETi G ASTu A185 QR FIB�RGLASS FiB�R REINF�RCEM�NT � -- ' --. � � --- REI F�RCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED� Ts c��i�;ucus HASE RAIL 1. REI �QP.CEMcNT IS BENT COLD_ 2. TH DIAM�TER ❑F THE BEND, MEASURcD ❑N TH= IVSiDE GF THE BA IS N�T LESS THAN SIX-BAR DIAMETERS. ceus�E HELIX EYE a�cr+�R��I 3: REI�IFL�RCEMENT PARTIALLY EMBEDDED IN C�NCRETE SHALL NOT (SEE N�TES BELQW) i-� BE IFIELD BcNT HELIX ANCH�R N�TES� 1. F�R VERY DENSE AND/GR CEMENTED SA�JDS, CGARSE GRAVEL GROUND BASE HELIX ANCH�RAGE AN� COBBLES, CALICHE, PREL�ADED SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH NINIMUM 30 INCH EM3EDMENT �� SCALE N7S (CAN BE L1SE➢ F�R ASPHALT) 2. F�(� CORAL USE h1iNiMUM (?) 4' HEL?CES WITH hiIhIMUM 30 INCH EI-0BEDMENT. 3. F�R MEDIUM DENSE COARSE SP.UDS, SANDY GRAVELS, VERY ST FF SILTS, AND CLAYS L1SE MINIMUM (2) 4' HELICES WITH ��l� Mi IMUM 30 INCH EMBEDMENT �O�pYi� S. ��1D0�'e 4 F❑ LODSE T❑ MEDIUM DENSE SANDS, FIRM TO STI�F CLAYS AND �� `�' ••••°•. "� �A SI�TS AL�UVIP.L FILL USE h1INIh1UM C2) 6' HELICES 41ITH MINIHUM 50 ``,��,��•�\Ci�NS�Oi��AAi INQH EMBEDMENT. . • •� � � No 5�717 � � 5. FOS VERY ��SE T❑ McDiUM ➢ENSE SANDS, FIRM T❑ STIFFER � : CL YS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES =� � a W1iH MiN?fqUN 6D INCH EMHEDMENT � � � �� p /s'//l-;�t� �:—/S7ATE OF e��: ��As�s�� R 1�p=�a=e`,� °�io0'Q��''��'``� MOORE AND ASSOCIATES DRAVN BY: JRS BENIYETT BUILDING SYSTEMS,LLC - EN ERING AND CONSULTIlVG� INC. CHECKED BY: PDH ENCLOSED BUII.DIlVG THIS OOCUIENT IS TFE PR�QRiY � I�2E AND�SSOCI�rES, InC. TEE pROJECT MGR= VSM DATE= 10-20-15 SCALE= NTS JOB N0� 15123S uHnuTtiORIZED REPR�WCTida,COPv1HG,OR OTt�ERVISE USE OF Tti15 DOCUEHT IS STRICTLY�PRQHIBITED�ul➢ANY It�iRINGE�ENT TtEREUPW R�Y BE SUBJE[T TO LEGa� �CTIOta. CLIENT: BBS SHT. 8 nvc. No- SK-3 REV� 6