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BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS INSTAL� 1/2'x6' E%PANSION [NSTALL I/2'x6' EXPANSION ANCHOR THROl1GH BASE RAIL ANCHOR THR�UGH BASE RAIL WVF OR FIBERGLASS VITHIN 6' OF EACH WVF OR FIHERGLASS VITHIN 6' OF EALH FIBERS P�ST ALONG SIDES. CFOR LOV WIND FIBERS P�ST AL�NG SIDES. (FOR L�W NIND SPEEDS IINCHOR MAY BE INSTALLE� AT SPEEOS ANCHOR MAY BE INSTALLED AT EVERY OTHER POST) I EVERY �THER POST) n i� I I ° I a ' � ° ° ,' � i ` � I � GRADE ' - � i � GRADE c �i I I��I I II I �I I � , � I I� o _ '► I �I I I� I ' ° � ° � ` �� o � II , I � S MINIMIIM 2 3/4I I , I C � I I= MWIMUM 2 3/4' I _� I I � . C I I— EMBEDMENT j � � — EMBEOMEN7 � a � — CTYP.) _I — (TVP.) —I I --1 I I—I I I—I I I— I I- -1 I I�i I I I—I � I�I� � �_ MONOLITHIL C�NCRE7E F�OTING MONOLITHIC CONCRETE PDOTWG � <3000 PSI MIN.) REINFORCED -I I I—I I I I I I (3000 PSI NIN.) REINFORCED I—I I I VITH (2) p4'S CONTINUOUS VITH C2) q4's CONTWU�U$ 1'-0' S 5/B i 1'-0' S 5/8' C❑NCRETE MONDLITHIC SLAB CONCRETE SLAB BASE 3 A BASE RAIL ANCHORAGE 3 B RAIL ANCH❑RAGE SCALE NTS SCALE NTS MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4' MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4' GENERAL NOTES CONCRETE� C�NCRETE SHALL HAVE A MINIMUM SPECIf IED C�MPRESSIVE 2• VASHERS STRENGTH ❑� 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL� DR«� 5.8• o�^METER Ho�E T�P OF ASPHf+LT THROUGH THE HASE RAIL AND F�R F�UNDATIONS, MINIMUM CONCRETE COVER OVER REINFORC NG PAVEMENT OR SECLIRE TO ANCHOR EYE VI7H BARS SHALL BE PER ACI-31B GROLIND SURFACE � 1/2' OIAMETER THROUGH B�LT 3 INCHES IN F�UNDATI�NS WHERE THE C�NCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH ❑R EXPOSED TO - � i i �--� � �---i -- , -- �_; THE EARTH ❑R WEATHER, AND 1 1/2 INCHES ELSEWHERE. ; II.—I ' -� �--� � I - II I � � � I !—: I � -III !i--i � , i � - � i - �-1 REINF❑RCING STEEL� I=! I ;—., i ;_-_; I ' i ' I �---��—� ; ;--- � ;—i I � '--� � � �—, li _ I---il — '� il=-1 i � ,— li==' THE TURND�WN REINF�RCWG STEE� SHALL BE ASTM A615 GRFjDE I, I- I ' I, —I I -� I _-I I I ' I � I I—I I 60. THE SLAB REINF�RCEMENT SHALL BE WELDED WIRE FABRI� - II—I I�-�__I II � I---I _I� i ! MEETING ASTM A185 ❑R FIBERGLASS FIBER REINF�RCEMENT j j--� I -� i - ' —� � � - �' II REINFORCEMENT MAY BE BENT IN THE i ---� � I-_� I �__� , I-_ , � I--� ! �--1 � 1=__I , SHOP OR THE FIELD PROVIDED� Ts CONTINUOUS 1. REINFORCEMENT IS BENT C�LD. BASE RAIL 2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE ❑F THE BAR, IS NOT LESS 7HAN SIx-BAR DIAMETERS. DOl1BLE HELI% EYE PNCHOR 3. REINF�RCEMENT PARTIALLY EMBEDDED IN C�NCRETE SHALL NOT CSEE NOTES BELOV) BE FIELD BENT. HELIX ANCHOR NOTES� 1. FOR VERY DENSE AND/�R CEMENTED SANDS, COARSE GRAV � GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM (2) 4' HE�ICES WITH MINIMUM 30 INCH EMBEDMENT SCALE NTS (CAN BE USED FOR ASPHALT) 2. FOR C�RAL USE MINIMUM C2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT. 3 S�TRFF ESIL MS DAND EC�AYS SUSE AMINIMUM N 2) 4R HELICES WIT py'A�n`� ��a8 j�,�►`�B�jO MINIMUM 30 INCH EMBEDMENT. ��0 � 1a �seQO ss 4. FOR L�OSE T❑ MEDIUM DENSE SANDS, FIRM T❑ STIFF CLAYS AN� O�v e.`��E•�S�.'••a�°�j� SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES WITH �1WIMUM 50 w o \` � INCH EMBEDMENT I � �o • �Q j m S� � 5. FOR VERY L��SE T❑ MEDIUM DENSE SANDS, FIRM TO STIF ER - CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HE ICES � o a WITH MINIMUM 60 INCH EMBEDMENT /�� a¢ ` /�YC s �� e e5�/1 P C ( m O F ;l[�� � �� . a��e�ss oes�B/�p�A��oe�� MOORE AND ASSOCIATES �2AVN BY: JRS BENNETT BUILDING SYSTEMS,LLC ENGINEERING AND CONSULTING� 11VC. HECKED BY= PDH OPENCARPORT TNIS DOCUI�NT IS T!E PR�ERTY a' I�tE AND IISSOCIATES. It�G itE RO.JECT FtGR: VSM DATE� B-21-1� SCALE� NTS JOB N� 121175 W�uf�RIZED RE�t00UtflOi,COPrING,OR 07►ERVISE USE 0�' TMIS DOCUENT IS SrRICTLr PRd�IlITED iwD�Mr I►FRInGEMENi i�RfuPW rur BE Sup.�ECT TO I.EGiu. Kf10K LIENT= - SHT. 6 DVG. 1� $K-1 V: 3