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TYPICAL PIER DETAILS <br />AL50 AIAY BE USED FOR <br />SINGLE PIER TYPICAL I BEAM OR MARRIAGE YJALL PIER SUPPORTS �x��R� �� suaronr <br />� rc� <br />� , FQPy�%Ey� �!'f�, . QF,�,�1�� . <br />�V � �^4�l } �4��c � �'��l <br />'yC � ��(�'.6p1 �'{ 'YC <br />NA%� �C ' 21- <br />1 T <br />� y, r• t• <br />J�' 4M y �-y. . <br />j� � <br />SINCLE OR DOUBLE <br />�� SINt;LE FOOTINC VA1H f00TING YA1H 8' X 8� X 16' SINCLE F0071NG WI1H <br />CONCRETE CONE PIERS CONCRETE BLOCK PIERS STEEL ADJUSiABLE PIERS� ' <br />DOUBLE PIER• TYPICAL MULTI—SECTION MARRIAGE WALL PIER SUPPORTS <br />INSTF.IL 3/8"z3'x5" "C"-CHANNEL INSTAIL 3/B"x3'x5' 'C'-CHANNEL <br />WriEN PIER LOAD EXCEEDS 2:00 Ibs. WHEN PIER LOAD E%CEEDS 2500 Ibs. � <br />/-SEE NOTE 5 <br />� . y��� M�x <br />e� � 'i4: 1 <br />`�A � 1.� <br />, �•4� <br />16"x15"'MINIMUM FOOTINCS N'ITH <br />� �WBLE CONCRETE BLOCKS FOR NARPoAGE <br />FOOTINGS CWBLED FOR AIARRIACE WALL FOO11NG5 OOUBLED fOR 11ARR�ACE WALL %� ���i. AlSO, REPUCES S�NCIE BLOQ(5 <br />pIER SUPf JriT INiH CONCRETE CONE PIFRS. PIER SUPPORT WITH STEEL PIERS. �'EN P�fR HEICHT IS CREATER h1AN 30' BUi <br />NO CREAiER IHAN 48'. <br />GENERAL NOTES <br />�) Theee ore typical examplee of readily available loolings and praeost piere. <br />� Any combfnaUon or exomple may be used providing they meel thc minimun - <br />requiremente and are designed for eupporting a manufactured home. . <br />2) The fooUng inusl nol exlend beyond lhe perimeter of the pier bose <br />more thon It s deplh (4" typlcally) wllhout reinlorcement. <br />. S) Maximum piar helght from lop ot (ooling to bottom of� I-beam (ar floor at m��rriage Ilne.) <br />shall bo 30 for single slack ol concreta blocks and 48' for <br />dauble atack ot cancrote blocks . '. , <br />4) Se0 Treated Wood FooUng detail for alternate. �+ <br />5) Plers evcr 4B° h(gh 1rom.grade lo bottom of frame (or floor at marrioge Ilne) <br />� must be designed by o quollfied erchitect or engineer. <br />TYPICAL PIERS AND FOOTINGS <br />iac owExsa+ a rcx m �� <br />ec rucm rcxroa.wr+ �L�, I-BEAN OR NOT 11URE THIH TWO <br />to tav u� � � � �o� SETS OF I' THICK OR <br />�au�wacc <br />I� �� UNE ROJR) a+e s�r o� s' Miac <br />z4'1MUEa12'L0.4C <br />9" WOOD WfDCE Fl11ED <br />2,t0 FOonnC • x t2" x 4' 16" X 16' X 4' 1R.5" z ta.s' B•XB_X16• MAX. pERPEHDIWtAR 10 <br />�e.s 'x �e.s') �s � coHCRE E L I-BEA4. NEDCES TO OE <br />� pR A�T �ON . pREGAST GONC. <.B5 p q�71 . T CEDAR OR AEUWOOD. <br />z.iz voonr+c �� coNc FoonNc F9.4.➢�1C� EL4GK r.,�..... pIER CAP: <br />(z2.5' x 22.s') i 4' 1HICN SOUD CONCREIE, <br />Two loyan of 2x lumber IaIC In allarnot� �2 CR BETTER 2� NONINAL <br />direcllonn ae reyulred lor loolinga on <br />20tl0 Dsl �oil a Isua. Three loyart an PRESSURE 1REATfD LUMBER <br />requked Iw �olls abave Y000 pal aail COVERINC THE ENTIRE AREA <br />Eearinq valuea. WooE aholi have on AHPB—FDN OF ThE PoFR BLOQ(S <br />qrade mork. Any cut mode aller trealmenl <br />aholl be re—lreolad per APA producl guide: PIER SHIMS: <br />Preuura Prowrroa Plywood, �ortn 0220. $TEi A i ��T/A PBEGBSI SHIMMING px6t16 /2 CR BETTER <br />�RS — 5000 L85. �ONERETE PIEN CONCRETE pRESSUVE iREATFO <br />uacca_ipE TREATED fPTI MINIMUTA CAPACITY 7800 P�I IAIN. <br />WOOD FOOTINGS �'4' ���� ' <br />� <br />