Laserfiche WebLink
� �� <br /> " � <br /> ,. � <br /> _ , � <br /> � � �� � <br /> � � � <br /> � !I� �����,� �,��� � . � �. e� � <br /> ���11�'�t"�,i�"�1 C� � <br /> `�,/. �} �p,@�M r���r r��+ �rg ��� ��'�����-��,� � '�" ,�.. � <br /> - �Y�����Be 1'R.'i✓Q Y G L �! 9 ae � �g.� ,�.��x�.-���� �! ��t <br /> � <br /> � �^, � <br /> � ��—�� ����� �� � ��.T + r. A �I ' F,�', .. ' � `r' <br /> -i <br /> , . , '": .I:,e,, j ; '.,. <br /> _ � A Heavy-Duty Foundation System r t N . <br /> , � <br /> ��� ; `�- <br /> � <br /> �' > � , , ,� • Combines Pin Pile Technology with High Strength Concrete = <br /> �: �M ' ' f �`" • Install in Minutes...Frame Immediately � � <br /> � � ;� _� '� � ��.������� • Complete Projects 1 to 2 Days Faster � � � � � � � <br /> . � " �� � �.. <br /> � �� �;�� � • low Environmental Impact...a Clean Job Site � � � � '`��� <br /> � �, ,� a ,Tri, R�: � ��' z.�� � <br /> �� � �� ��{.��.,, ������' �, � .�. - • Can be Removed and Reinstalied �������;� : �� F� ,� ��' �� <br /> ��, .� �.: � � ��,�_= ti�: ��� • Proven Performance...Over 20 Year Track Record ���= �� : � <br /> � ��� � ��.._ �'- � � '� �. �.: <br /> �.� �� � .���� � w �� �� ...with a Lifetime Warranty Covering Parts a��d Labor�;' `"�"'��''�`���"' � <br /> � � . ��F��;���. <br /> � ��� �� �� � �, <br /> �� ����� � Load Bearing Capacity Comparison US Patents:5,039,256;6,910,832;7,326,003 <br /> � � � � � � . �e <br /> � s_ � " <br /> � ` �,� � x � � _.�� g2p1 . - - . . - � , ;.:..� ., .�:, � � . - � . - , <br /> ¢, �,, � _ � r � €-ry �, OC� � Bearing in 2000 psf Sands 3600# 3600# 3600# 5150# 5850# <br /> ,` - O�n9 in 1500 psf Silts/Clays 2700# 2700# 2700# 3870# 4400# <br /> `� . _ °�� . � :�� ` �> _i� `� �� <br /> ,.#� �/ � �R Equivalent Bearing Area 1.8 sf 1.8 sf 1.8 sf 2.58 sf 2.93 sf <br /> �����'��� ��i �."� ��� ����,�1 ° � Base Area Comparison 18"Cy6nder 18"Cylinder 18"Cylinder 21"Gylinder 23"Cylinder <br /> � ' Uplift 670# 920# 1175# 1215# 1380# <br /> �' ` "' "" +�_ �. "'r���' �� � ": Lateral 575# 820# 1070# 1150# 1310# `. <br /> T �`" � ° ' ���' " Frost Zone Rating 36" 42" 48" 48" 60" <br /> � r <br /> � ;,, <br /> � . <br /> Load Chart to be used for Nortnal ConstruCtion Conditions Onl See Manufacturer's Inst ation Manua for definition nd additiona ch n DP- ca a itles <br /> � �� ,� �a �, �, g, y all I s a I art otes. 50 p c <br /> = t P � ��" '� � - � used in conjunction with E5R-1895 per blue bordered box above shatl be timited to residential decks,covered decks,stairways antl walkways. <br /> � �� � <br /> �� ��� Diamond�''ie�r " ��� � a�-�o <br /> .e � ;� �� �: �a , ��� ���� - . <br /> � . ��� = . � ��� <br /> ;3 j1'��:�.� � ��-� ��.� � � FOUNDATIC�f� SYSTEM •LoatlsUpTo360Q# f�_ <br /> � "�k JI . . 6, ������ f: <br /> ' — <br /> � , . . . . ,4':. � _. ' � <br /> ` ` . r � � + � •36",42"ot'50"PiYls <br /> � ;,�.l;, z• ^' "� . 's'�' �, + ,� � • Pin Pile Technolo y combined with � � <br /> �� '�' �� ` � �` ;�� � _ a High Strength Concrete Head that � � <br /> 7 � .,, , * t � •Use in Areas with a <br /> � =, <br /> « o , � �' ' � Q � �� E� Meets or Exceeds ACI 318 Standards � ��� �� ' �� • Frost Depth Up To 48" <br /> � ��.,..3� �.,_�_ �=�: _• �,�'!I���� ,� <br /> "�� �� �� � �+�w �'� � ;� • Galvanized Pins Meet or Exceed � ` <br /> , � .- : - � � <br /> '` ' � '! f� ��' ASTM Standards � � `� �� �� �P'�� � <br /> �����. _ � , _ �� <br /> �� � ' o < < � � %� ��� ` � � �Loads U To 5850# �" <br /> ° ���� � �� �{ • High Impact Inspection Plugs � r� ��`;��- P <br /> � � � a <br /> =� � Y �� - ��- �' � � • Pin Caps Install After Inspection ;�: •50"or 63"Pins <br /> •-�� � .t `t tt�€�1{1�,et,��a�F�..e�c_. � _ <br /> �- ;; � �;,� � € •Cast-in Galvanized Anchor Boft to =Use in Areas with a <br /> f ` � :` �°�~ `�`�`���"� " ' � ,�: � Secure Standard Post Brackets Frost Depth Up To 60" s <br /> ,. =�.,s -._� �� „� � ��- , ��� ,�- . � � <br /> .� �; ` <br /> '"�":� �� `�''� " '� � For all applications, refer to the manufacturer's compiete lnstallation ManuaL <br /> , � <br /> ",�� � �:.;x�' ,.�� ' <br /> > , b- - � ��� � <br /> � <br /> �r rk► "he Diamond Pier DP-50 is recognized '�"°""" <br /> � � "' ! ��y the International Code Council pCC} Documents to Submit p��, priving Bit <br /> `or residential applications.The DP-50 with a Permit Application For use with mo5t <br /> � FSR Report(ESR-1895),Performance p breaker hammers that <br /> �����,�t���� ������ •DP-50 ESR Re ort <br /> f�eports,and the DP-50 Detail Drawing <br /> �' • � • are available on our website... •Performance Reports � aCcept a 1-1/8° `° <br /> •DP-50 Detail Drawing ' hex shaft. <br /> www.Diamond Pi er,com/ESR <br /> � <br /> ., c,�.���ot=t:_U F r F-n„ e.,.�ai..,tr^o.A!,r.iZhia rc..., ��e:2. -� , �:. <br /> - � . . . . . ,.��-� . <br />