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BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS • INSTALL 1/2'x6' EXPANSION INSTALL I/2'x6' E%PANSION ANCHOR THROUGH BASE RAIL ANCHOR THROUGH BASE RFIL VWF OR FIBERGLASS NITHIN 6' OF EACH WWF OR FIBERGLASS VITHIN 6' �F EACH FIBERS P�ST� FIBERS POST n � I � c � a e � � � n GRADE } r , ` � � a GRA➢E f I A I I I—I I I c ° I I I—I I I—I I I ` � � I I i o � � �=1 � �,�� =� sn � � —� �� I �—� � �,;� I ., d° � � �� MINIMl1M 2 3/4' � ; I . � � I MINIMUM 2 3/4' I ' I I 4 I I EMHE➢MENT j � � EMBEDMENT j � � 1 (TYPJ _I— —I I I (TYP.) _I I ' —I I MONOLITHIC CONCRETE FO�TING -I I �—I I I—I I I— I ( MONOLITHIC C�NCRETE FD�TING -� I I—I I I—I ( �— I I� C3000 PA MINJ REINFORCEO -I I I—I I I � I I C300D PSI MINJ REINFORCED 'I I I—I � ! I I I WITH C2> N4's CONTINUOUS VITH C2> k4's L�NTINU�l1S 1'-0' S 5/B' 1'-0' S 5/8' ' C❑NCRETE MON�LITHIC SLAB CONCRETE SLAB BASE 3A BASE RAIL ANCHORAGE 3B RAIL ANCHORAGE SCALE� NTS SCALE� NTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. GENERAL NOTES CONCRETE� CONCRETE SHALL HAVE A MINIMUM SPECIFIED C�MPRESSIVE Z• WASHERS STRENGTH ❑F 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL• TOP �F ASPHALT THROUGHBHEIBASEERAIL AN➢ F�R FOUNDATIONS, MINIMUM CONCRETE C�VER ❑VER REINFORCING PAVEMENT OR SECURE TO ANCHOR EYE WITH GROUNO SURFACE � 1/2' DIaME7ER THROUGH BOL7 BARS SHALL BE PER ACI-318� 3 INCHES IN FOUNDATI�NS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN C�NTACT WITH THE EARTH OR EXPOSED T❑ - --� �— _i � —! `-iil--' � I----' THE EARTH ❑R WEATHER, AND 1 1/2 INCHES ELSEWHERE. � I i--i I. I i I I--I � I I - I I ' I E �—, I '- � I ! --=� '� :--�� --- j �-._ I i= i I �--i I i—�' ' �—I 1�---� � REINF�RCING STEEL� —� ! ';--1 i �-� � I-' i (--- _i �--, , !---! ; �---I i �--- THE TURNDOWN REINF�RCING STEEL SHALL BE ASTM A615 GRADE � � � � —I � - Ii-- � � � I--II 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC I I �- -!I � � - I � �----r! � I- ' • '-- ' 1=-i � 1= ; I MEETING ASTM A185 ❑R FIBERGLASS FIBER REINFORCEMENT I � I--II �--� I ' _-� I � � II--' i �—� � � -' II ,---� ' �---! l ; —' � � � �----� ' �— ' � -1 , REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED� Ts C�NTINUOUS HASE RAIL 1. REINFORCEMENT IS BENT C�LD. 2. THE DIAMETER ❑F THE BEND, MEASURED ❑N THE INSIDE OF THE BAR, IS NOT LESS THAN SIX-BAR DIAMETERS. OOUBLE HEL[X EYE ANCH�R 3. REINFORCEMENT PARTIALLY EMBEDDED IN C�NCRETE SHALL NOT CSEE NOTES BELOW) BE FIELD BENT HELIX ANCHOR N�TES� � 1. F�R VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE, PREL�ADED SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH MINIMUM 3D INCH EMBEDMENT � SCALE: NTS CCAN BE USED FOR ASPHALT) 2. FOR C�RAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 3. F�R MEDIUM DENSE C�ARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH �`�1t11��, MINIMUM 30 INCH EMBEDMENT. o,�� I/�, 4. FOR LOOSE T❑ MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND ��,y\_�..o�.�;•O/�'�I SILTS ALLUVIAL FILL USE MINIMUM C2) 6' HELICES WITH MINIMUM 50 ,,��P��G E NS••�/L�,I� INCH EMBEDMENT. ` ��•��, 5. FOR VERY LOSE T❑ MEDIUM DENSE SANDS, FIRM TO STIFFER s �• � ' N0577 + CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) B' HELICES �� • � � �� WITH MINIMUM 60 INCH EMBEDMENT. '� � � • * � m ' �//'fl/.S :t�� s e�: STATE OF :�-u� m�, �. � P `� . c�s � o R�o. '.`1�. �� S; • .....•• �C�`. i�'Id�pN�,,E t�� � , MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BLTILDING SYSTEMS,LLC ' ENGINEERING AND CONSULTING� INC. HECKED Br: POH ENCLOSED BLTILDING TMIS DO[uENT IS THE ataPERTr Or MOORE iwD wSSOC1�TES, INC. THE OJECT 11CiR: VSM DATE� 8-13-15 SCALE� NTS AH N� 151235 UN�UT►OitIZED REPRODUCi10X,COPtI�G.OR OTHERVISE USE OF iN1S OOCIMENT IS , LER�IC.i�r�IBIiED ru+D�wr I�s'RInGEMENi T�EttEUPp�t w�r BE SuB.iECi t� ��ENT: BBS HT. B DVG. t� SK-3 V: $