� ��
<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 />
|