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STRUCTUR�,L N❑TES�
<br />1 � ➢ESIGN INFORMnT10N nND LIVE Ll]nUS USEll
<br />A. BUILDING CODE� lnternutcncl B�iloing Code, 29D3 Ed�tion
<br />B. UN1T DEAD LOAD 35 PSF D.L
<br />C. ROOF LOAD 30 PiF l..L.
<br />D. f"LOOR L�AD 50 PSF L.L
<br />E. WIND LOAD 90 Mph Exposure B
<br />F. SEISMIC C7Ef. Cotcgory D/II, SUS ' 1,00
<br />G. SO[L BEARING 1,500 PSF (Providcd by Othcrs)
<br />�. C�"�CRETE
<br />A. Slrengih Use� ?,500 PSI, M1N.
<br />3. MASO�JRY:
<br />A Moscnry Units ASTM L-90, Grode N, Fn'=1350 Psi
<br />A. SPfCItiLTY ITEPIS
<br />A. Standurd Metoi Pier shnti be cnp¢ble oF supporting n nin. oF 4,2COk
<br />B. Anchors shull be inslulled nt the lorotions indir.atatl on the drn�ings
<br />und in a[[ordonce with the nonuFocturer�s reCanendotions a5
<br />opproved by the M�nufacturer Nousing lnstitu:e. !f instolled per
<br />reconnendotions the onchor hos a nininun alleroble holding
<br />force of 4,700 pounds.
<br />6
<br />7
<br />9.
<br />Sei� under faolings la bc undfstvrbcd nolive naleri�l; or slru_lural fill compocted lo
<br />957, ot ihe P�odor density per A;iM D-6?B.
<br />Slope I�nished grode eeay trom ;liuclure at 27, minlmum, for a distonce nol less lhan 10 �ee!.
<br />Slrudure lo be level;d a^d modues lully supperted pnor to nslallalion al the hold-down;.
<br />Alodutcr units with aulriggers ealendinq past Iransporl rail in aass of 30 inches
<br />shall be supporled aleng Ihe perimeter al nol mare thon A'-0�. Shlm and biock as
<br />ne[essary lo inlerlo:e plers n��h fluar mem6ers.
<br />Vro+ide under floor venti;olion of a net mea ol not less than
<br />ane (1) square lool per 150 ;quore fect ol floor area. cover vent
<br />npemnys ■�Ih conosiun resi51un1 mesh ncl less ihun t/4" nor more
<br />Ihan � j 2" in any dimension. Openings shali be as c�o,e to
<br />ccrners os poss�ble and shull orovide cro;s-venlJa;icn. ihA reqwre� areo
<br />shull �c dlslr�buled ncarly eqwlly olong the Icnglh et Ihe
<br />builirg an oppos nq ;�des.
<br />Provide proper cleaonce bet«een weod �oisG and ezpc;ed gro•�n t
<br />in acrordnnrc rilh Buildinq Cude reqi.iremrn�s. Wnnd
<br />erposed to ground cr closer than •equ�red decrance snali bc
<br />pressure treated for resistance to decay.
<br />Access lo unCcrlloor ore� 5hall be pro�ided per Uie �wld ng Code.
<br />Space hold-do�n anchor ol curner i� lhe first 3'-0" ard neorly eyuali�
<br />e�ong ihe batance ol Ihe distncce �n aecordunce �_ . ,
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<br />�rE OF �� 5 �S�ONAL EN�' " . '
<br />�AN Bp��G i' ' . ' • . �
<br />EXfMRES: OYt7A5
<br />H OF UNII
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<br />ttPICAL UNIT
<br />SUPPORT �CAMS
<br />D TY�iGAL �-
<br />4VI �NTERIOR GCL.
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<br />TYFIGAL AT p
<br />E�TERIOR GCL �.,�ni
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<br />� PaD; k P
<br />AVCHOR HOLD-L`G
<br />IJO. REOIiIRED PER TABLE A- SEE DEiAIL A1 dt A2/MD1 1'
<br />SPACEU EUUALLY n
<br />S=E DETAIL B' dt 62/MJ1, SPACED EOUALLY BETWEEN COR�ERS
<br />�DOUBLEWIDE MOPIlLAR FOIJNDATION PLAN
<br />V.T 9.
<br />TABLE A
<br />MODULE MIL PIER�PAD SPACING
<br />..ti. 1 �-,�•tp_ Il�llit` i �d�>�J�-.� '•Vo.EG LllUa_Lr E�IPCfL fl�c.Il��l� I i.�� .
<br />�..'••I. If ID-h -,tN'., •�.-'�':fl� C9�1'.Il� P:'Po,1.'; i�.�.,l;k 1i�qU-G'-�',',:
<br />_�iLBE,UING (1500 p�j LENGiH 0� UNIT P� ;&_PI[F$
<br />ExL 2VL5 INI. ftNLS
<br />3z'-o' ,o �
<br />64'-D' 19 13
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