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I - BASE RAIL ANCHORAGE OPTIONSI FOR LOW AND HIGH WIND SPEEDS INSTALL 1/2'x6' EXPANSION INSTALL 1/2'x6' E%PANSION ' ANCHOR THROUGH BASE RAIL ANCHOR THR�UGH BASE RAIL VWF OR FIBERGLASS 1JITHIN 6' OF EALH � yyF �R FIBERGLASS WITHIN 6' �F EACH FIBERS POST FIBERS POST , \ n I � C I �7 � ' f, I - .. , , t _ GRADE } i - � � GRADE � r.x �-� � I-� � I ' � � � �—� � �—� I �`. _� '� � � �� —�I �,, =� '� i - i '� MINIMl1M 2 3/4' y MINIMUM 2 3/4! , I � `� • J I I—I ~ EMBEDMENT ' I I I� a e � , I I EMBEDMENT , (TYPJ _I I. — —I I (TYP.) `I � —I I I � -� � �—I � (—� � �_ � I= -i i �—� � �—� � �— � i= MONOLITHIC CONCRETE FODTING I ' MONOLITHIC LONCRETE FOOTING I I � 1 � (3000 PSI MINJ REWFORLED -I I I- I I I I I C3000 PSI MINJ REINFORCED - I �- I ` I � I ' WITH (2) p4's CONTINLIOUS VITH (2) q4's CONTINUDUS 1'-D' S 5/8' 1'-0' S 5/8' CONCRETE M�N❑LITHIC SLAB CONCRETE SLAB BASE 3A BASE RAIL ANCHORAGE 3B RAIL ANCH❑RAGE SCALE� NTS SCALE NTS MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4' MINIMUM ANCH�R EDGE DISTANCE IS 6 3/4' GENERAL NOTES CONCRETE� CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE 2' VASHERS STRENGTH ❑F 3,000 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL� ToP oF ASP„A�T THR�UGH BHEIBASEERAIL AND FOR FOUNDATI�NS, MINIMUM C�NCRETE COVER ❑VER REINF�RCING PAVEMENT OR SECURE TO ANCHOR EVE VITH , BARS SHALL BE PER ACI-318� aeouNn SURPACE� B 1/2• DIAMETER THROUGH BOLT 3 INCHES IN F�UNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT'WITH THE EARTH �R EXPOSED T❑ - ---� ---, � —_-i � - -; � __ -- --� � ;_-, � �-- THE EARTH OR WEATkER, AND 1 1/2 INCHES ELSEWHERE. - I-- � I �i II -.I '' � ' � __'i ; -. - { i-. _� � - - iI - REINF�RCING STEEL� - i , -- � '--- i- �-- ;---i i �-- � � - '- -�-! ; ;_ , � THE TURND�WN REINFORCING STEEL SHALL BE ASTM A615 GRADE ' '� ".-; ' I _ ! ', __ -- i I _ _ � � '__= I �;-- . I i_ _' i � 60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC -- ! ' -i ' - - i ; - - i I -- , --- MEETING ASTM A185 �R FIBERGLASS FIBER REINF�RCEMENT - I ;--_�' '_-_-_ ' -_. I ,___ i__i, j__, ;j--j i 1_ - - -- � - � �--- --- -- ' REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIEL'D PR�VIDED� TS CONTINU�US BASE RAIL 1. REINFORCEMENT IS BENT COLD. 2. THE DIAMETER ❑F THE BEND, MEASURED �N THE INSIDE ❑F THE BAR, IS NOT LESS THAN SIX-BAR DIAMETERS. DOUHLE HEL[% EYE FNCHOR 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL N�T csEE NoTES BELOV) BE FIELD BENT HELIX ANCHOR NOTES� 1. FOR VERY DENSE AND/�R CEMENTED SANDS, C�ARSE GRAVEL GROUND BASE HELIX ANCHORAGE AND COBBLES, CALICHE, PRELOADED 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 MINIMUM 30 INCH EMBEDMENT 3. FOR MEDIUM DENSE C�ARSE SANDS, SANDY GRAVELS, VERY STIFF SILTS AND CLAYS USE MINIMUM (2) 4' HELICES WITH ,'�111i11//` MINIMUM 30 INCH EMBEDMENT ,,0�`0 E �+� � ,/��, 4. SORTS�AL UVI�ALEFILL USESMINIMUMS(2)I6M HE�LICESFWITHYMINIMDM 50 ,eo�Py..•�C•�N��oo�,�0� INCH EMBEDMENT 0v�� SF��'.� �� 5. FOR VERY LOOSE T❑ MEDIUM DENSE SANDS, FIRM T� STIFFER � Rf o 5 7 � CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) 8' HELICES y� � � WITH MINIMUM 60 INCH EMBEDMENT � ��'J� •' .. �-��8/{�1/� :�'� 'e1�'� STATE OF : �� .�� C O `OP.s`�k/e. , F°��' ...R... C? . �g°dsos�06V P��t��e��`` MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BUILDING SYSTEMS,LLC ENGINEERING AND CONSULTING� INC. HECKED Bv: PDH OPEN CARPORT TNIS DOCUENT IS TFE PRpPERTY pi' MOOtE iu1D nSSOC1�TES. ItL iFE I U�W1T�+ORI2ED REPRODUCTION,f.OPVING,OR OTtERVISE USE OF' iN15 DOCIMENT IS ��T MGR: VSN DATE= B-13-15 SCALE� NiS .AB t� 151235 LER�T�T�IBITED�tiC M�' I�iRINGEMENT TFERE1�di MAY BE SUB.�CT rn LIENT= BBS HT. 6 DVG. N� SK-1 Vr 5