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REVISION: <br /> NOTE: _ <br /> FLANGE MOUNTS ARE A VIABLE OPTION FOR INSTALLATION — <br /> OF GROUND MOUNT Sl^STEMS ON CONCRETE PADS OR — <br /> VARIOUS TYPES OF ROOF TOP STRUCTURES, BUT ARE NOT _ <br /> SPKIFIED IN DETAIL IN THE STANDARD ENGINEERING — <br /> REVIEW FOR 2013. <br /> 1.5"SCH 40 STEEL <br /> PIPE VERTICAL POSTS <br /> ATTACH SPEED RAIL <br /> OR EQUNALENT <br /> OPTIONAL: FLANGES TO BOTTOM <br /> FORM TOP OF PIER 4" OF VERTICAL SUPPORT <br /> POSTS OR WELD 0.25" <br /> TYPICAL ABOVE GRADE „ PLATE TO BOTTOM OF <br /> W1TH 8"SONATUBE 4 TYP. HEIGHT VERTICAL POSTS TO <br /> OP'TfONAL: ABOVE GRADE CREA�FLANGE SURFACE <br /> FORM TOP OF PIER 4" —I I1= <br /> TYPICAL ABOVE GRADE I—I I1-1' <br /> WI?}i 8"SONATUBE 5 FEEf _T II��Illi Il�llr EXISTING STRUCTURAL <br /> TO"CLEAR" - - - - SLOPED GRADE TYP. ROOF SURFACE OR <br /> �I I�� CONCRETE PAD <br /> I I I1=1I�I I� I1=1I1=1I I 1=1 I1=i"- —I I F--I I I I r <br /> _�i I I_I I�I I I,�I I I I I—I I—I I I—i,l I I�i�- =I I I—I 1=1 I I�- <br /> �I �I I(�i —I �Tf,=_iT I 1��=1� <br /> 4"TYP. HEIGHT <br /> ��_��� ��_������ CONCREfE PIERS SHEATHINGTYP. <br /> ABOVE GRADE �' CONCREfE: 2,500 <br /> PSI MIN. <br /> CONCREfE PIERS RqFfER <br /> PIER DEP'TH CONCREfE: 2,500 <br /> PSI MIN. SKURE FLANGES <br /> PIER DEPTH TO SURFACE USING <br /> APPROPRIATE HARDWARE <br /> TO RESIST PULL OUT <br /> FLANGE MOUNT FORCES OF 800 LBS <br /> DETAIL �ICAL <br /> PIER DIAMEfER PIER DIAMEfER�-- <br /> �� <br /> STANDARD 12 TYP. 12"TYP. �ANDARD <br /> PIER DETAIL PIER DETAIL <br /> ON SLOPED <br /> GRADE <br /> ����n n���n MAINSTREAM9ENERG�CORP� DESIGNER: G.McPheeters SCALE: DNS PART NUMBER: DESCRIPTION: REV� <br /> I�\I I I I/1� <br /> U V Ul] a"°°"':""°'.""�'°„'°"°� DRAFTER: D.Ryan $2�0�O6 <br /> oATE: SERIES 200 PIER DETAILS <br /> ����� ^�^°�^ ^�•^mF.��, APPROVED BY: 1Z�113 <br />