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, .BASE RAIL ANCHORAGE O TIONS FOR LOW AND I3IGH WIND SPEEDS INSTALL I/2'x6' E%PHNSI�N INSTFLL 1/2'x6' E%PANSION ANCHOR THROUGH BASE RAIL qNCHOR THROUGH BASE RAIL WWF OR FIBERGLASS WITHIN 6' OF EACH WVF �R FIBERGLASS WITHIN 6' OF EACH FIBERS POST AL�NG SI➢ES. (FOR L W M'IND FIHERS P�ST ALONG SIDES. (FOR L�W WIND SPEE➢S ANCHOR MHY BE INS ALLEO AT SPEEDS ANCHOR MAY BE 1NSTALLED AT EVERY OTHER P�ST) EVERY pTHER P�ST) i I _ I i � � ' d ' 1 � I d ' ; ' i , � cR nE � � ' � � a cRanE � ti .� �-� � �-� � o � I I �-� � �-� � 7 a I I i � � I-1 I I—I �° _� ' � I I—I � I,;� I 8° a � MINIMUM 2 3/4' 4 I MINIMIJM 2 3/4' I I a . , I I� E M H E D M E N T I I j ( a L • tl I I EM B E�M EN T I — (TYPJ I — (TYPJ —I I MONOLITHIC CONCRETE FDOTING I -I I I—I I I—I I I— I I� I -I I I—I I I—I I I— I I C3D00 PSI MIN.) REINFORCE➢ �I I I—I I I I I I M�NOLI7HIC C�NCRETE FO�7ING -I I I—I I I � I I (3000 PSI NIN.) REIN�ORCEO WITH (2) q4's CONTINUDl1S VITH l2> q4's CONTINU�US 1'-�' S/8' 1'-0' S 5/8' C❑NCRETE MONOLITHIC SLAB CONCRETE SLAB BASE 3A BASE RAIL ANCH�RAGE 3B RAIL ANCHORAGE SCALE NTS SCALE: NTS MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4' MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4' GENERAL NOTES CONCRETE� C�NCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSI E 2• WASHERS STRENGTH �F 3,000 PSI AT 28 DAYS. C�VER OVER REINFORCING STEEL� raP oF ASPHALT THROUGH THEIBASEERAI�L ND F�R FOUNDATIONS, MINIMUM C�NCRETE COVER ❑VER REIN ❑RCING PAVEMENT OR sECURE ro ANCH�R EVE WITH BARS SHALL BE PER ACI-3IB� GR�UN➢ SURFACE � 1/2' �IAMETER THROl1GH BOLT 3 INCHES IN F�UNDATIONS WHERE THE CONCRETE IS CAS AGAINST AND PERMANENTLY IN C�NTACT WITH THE EARTH ❑R EXP SED T❑ --i � -- �—I ; �-- —; � — i — �—I THE EARTH ❑R WEATHER, AND 1 1/2 INCHES ELSEWHERE. -1 ! �--I I I -! I � P i � -) I —� I �� I I I � I '�-- ( I REINF�RCING STEEL� '—� I I--� i '—� — ' � � —� � —� � �—� � �---� � �= _ ; � �- ; i �—� � �--,��{,-,—� -- - THE TURNDOWN REINFORCING STEEL SHALL BE ASTM A615 GRADE � � _ _ i _ � I !-- �--I I _i i I= _ I ;_-I � ; 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE F BRIC I- I I I i, I i I � -,-I !-I i--: -I � ,-,�_. MEETING ASTM A185 ❑R FIBERGLASS FIBER REINF�RCEMEN . �' I, � —II � If — I �-_--f � 1===� 1 !— =1 , 1_ , I—� , ,_ , ! � i ! REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED� Ts CONTINl10l1S 1. REINFORCEMENT IS BENT C�LD. BASE RAIL 2. THE DIAMETER ❑F THE BEND, MEASURED ❑N THE INSID ❑F THE BAR, IS N�T LESS THAN SIX-BAR DIAMETERS. ➢OUBLE HELI% EYE ANCHOR 3. REINF�RCEMENT PARTIALLY EMBEDDED IN C�NCRETE SH LL N�T (SEE NOTES BELOW) BE FIELD BENT HELIX ANCHOR NOTES� 1. FOR VERY DENSE AND/�R CEMENTED SANDS, C�ARSE G AVEL GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE, PREL�ADED SILTS AND CLAYS USE MINIMUM C2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT SCALE: NTS (CAN BE USED F�R ASPHALT) 2. FOR C�RAL USE MINIMUM (2) 4' HELICES WITH MINIMU 30 INCH EMBEDMENT ,,��r,e�tar��o�. 3. S�RFFEDILTSDANDECLAYSSUSEAMNIMUMN2) 4RHELICES WITH �,�,`'�G �� °��5�' mse��sr S MINIMUM 30 INCH EMBEDMENT o� Q;:��•��S e� A t�•o"D' 'vI 4 FOR LO�SE T❑ MEDIUM DENSE SANDS, FIRM T❑ STIFF LAYS AND es��a �` ` �� j SILTS ALLUVIAL FILL USE MINIMUM (2) 6' HELICES W TH MINIMUM 50 � : �0�'G�� INCH EMBEDMENT. �* e . .*� m - w 5. F�R VERY LO�SE T❑ MEDIUM DENSE SANDS, FIRM T❑ TIFFER � e�' i � CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8 HELICES WITH MINIMUM 60 INCH EMBEDMENT �°�� ti�IIO ��S � � � �a ,�e. � B��. �� •' `N� s° �re�,��R�� 4 R,o��,w �'°IO��I��g�,��oo� MOORE AND ASSOCIATES DRavw Btr: .iRS BENNETT BLJILDING SYSTEMS,LLC ENGINEERING AND CONSULTING� C. HECKED BY: PDH OPEN CARPORT TXIS DOCUENT IS T�E FROFERiY OP �qORE uiD�SSOCI�TES, I�+C- T�E OJECT MGR� VSM pATE= B-21-14 SCALE= NTS JOB N� 121175 U�WlTt�RIZED REPRODUCTIW.COPrING,OR OT�RVISE USE OP TXIS NT IS S7RICiLr PRa+IBIiED a+D�rn IriRINGEpEMi iNEREUapi w�r 6E SuB�EC T� �EG� �trl0ia LIEN7: - SFIT. 6 DvG. t� SK-1 v: 3