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Home My WebLink About065-290-038��U��U N�� ` —'—_'__' --'_—'— ----- — '--_' — —_ ` �� . �� ` OFDEVELO�NENTSERVCES B |LD|N� D|V|S0N-7 OOUNTYCENTERDR|VE � 'ROVLLE'CA9�985—PHONE(918)538�541 � ~��— s�x�wmvm�oa Tm�mnn —_'__--�—'--_--'--�__— --__�.��—� '` � ` � �| ' 513B wm*o°"=mm��°m�^pm�amo umo�"�°=, `v' 'c—^ � �. ` �Amr- 5 tow a; SGp L E (, io jg817 MAGAkI.D PSP. N > tAAG-At IA CA 4 t a Pe��+ Ar-- /1DDiTiU � ��{ x �o jk0►SII.E CovERfo PD��N �� GA9A�� ALL STRUCTURES AND EQUIPMIENT INCLUDING` OVERHANGS SMALL BE CLEAR OF ALL EASEMENTS. A SET 13ACK OF 5' FT. FROM T 14E SIDE AND FT. FROM THE. REAR PgOFEP*',- UNE7� -' AND r . FT. FROM THE ROAD CENTERLINE SHALL BE CLEAR OF STRUCTURES AND EQUIPMENT EXCEPT FOR A 2 FT. SAVE OVERHANG. A 1VBUTTE COUNTY BUILDING DEPARTWN7 APPROVED 01- 1531 2a Z E1 •~.� Ik �k I alusriNc mmu I mums romA It N I { I N I l i I I { I I I $E]$ I N u1swc Mks I I I mI T i FOUNDATION I I I I OUTUNCor MOB111 1 •' �► COACH } r sit DOUBLE WIDE TYPICAL J 20'. 24'. 2e' OR 28' P LAS DOUBLE WIDE MOBILE COACH Scale: I" - .10' FOR MORE THAN WIDENSlTIti: . SUIT YOUT TO THARP RPASSOC- FORITSAPPROVAL. 'S'TANDARD PIER & FOOTING SPACING PER MOBILE HOME MANUFACTURER'S INSTALLATION MANUAL LA N SINGLE WIPE MOBILE COACH Scale: T" - 10' NOTE: STANDARD PIER h FMTING SPACING PER MOBILE HOME MANUFACTURER'S INSTALLATION MANUAL El-EVATI IN NOT TO SCALE 3' x 3' PLATE HAx TUBE ►EIGHT. 8' SHORT TUBE 14' LONG TUBE 4-3/8' BOLTS TIGHTEN TO 180 IN -P WODE T 3/4' THREADED ROD CQACH i BEAM 4 - 3/8' IKIT$ 2' DIA STD PIPE 3/16' PLATE CLAMP 3/1b• PLATE LEGS T YP DF 4 . 4MAINFi��11� 11,�O W1A COD* OP ATgx4 TnU 3$AND U -&C,1994 Epct1ON. 1. DENOtrt LOAD 4. ..._ 5/16' PLATE I 5/8' X 1 1/4' X.T WITH HARDENEQ WASHER SEISMIC PIER Not to Scale C.P. SEISMIC PIER#1 - PATENT PENDING NOTE - 180 IN -POUNDS IS EQUIVALENT TO IS FT -POUNDS 2 - 3/8' x V BOLTS FIELD DRILL HOLES OPTION OF 4 - $14 TEX STS COACH C OR J BEAM 3' x 3' 1/4'x2'x4' PLATE ANGLE 3' VIDE A_ 4 - BOLTS J I I _ SCISMIC (,� PIER TYPICAL BEAM CEINNECTIDNS Not to SCale it so iw OviRSin roR GHINIM' AND OR EORKR 'M(AtA t �+------ IMSERT rcp 1 1/4• K1. 36 112' ------- •� wr sTa�� :�+cc41 3.5' 4,4-A,4 VVI I•.J t PRECAST CONCRETE. FOUNDATION PAD 30'x32 Pl. 111h I. S i (1R 18'x04'x3/4' P1. YVUOD SCALE. 1' = 1.5' 3/4' PLYWOOD SHE-CIS -01-urD ipGE1MER WITH FHWS 1 1 i,ET. I T i� � Ati BNA IVB, PLYWOOD FOUNDATION PAD ' .. S C A'L E • 1'=1-55' 6. 7. 0. 10. THE peSION LOIAW S1iALL 8t C041MM M W= ROOF UVE LOAII� WIND IAAR AND S ZONE Ai alnw"MX*rUMAWTa WMW"g1ZC0WLQCALAA" T10i TVN IS 0WOMOMTo MW VM AMMAWWT VOIJOATIOti. AIL Kai1NC1/ ARE'1ti A8 ampmm BY mK Ly RSMu %AMANL*gmjL IURBED pppAT= SOtL. POOTDiW ARE DUXMD MR IQ* IN MAI,.'1AAD I[= RTIS#URR AND ��' � COMTAT®1i WTTT3: LOG1L �' Q1ll �a SMALL 00INFORM TO A" A�1�L It 34 VA MI?Mt I. k SHALL U FANWA77iA �pOpRp�NO TO AW WiCATIONB- SBlALL BS We= AAOOR "TO AWB 9PlR'.MA'T7oM L LMAC 000": '.. Amt AK aNC140; . ASTM A367. WANc1OIt 801.Ti. 9001194 OWA U A449 -ASTM A323 p, V. THRIIAW ROD 001 a DRAWN LOW CARBON WP1DABiL' AM WKTALCOW 4 M NAILS • SCREWS'STC• AU TO 86 � COATIID MM FM AND MM ARAM SUFlOtT AUZMKM UML OS OOATW W [rH SHERUM WRILAW 40 AND PON 140 OR ARROVBD %gMVATJWT AND SIW1. 89 UNA SiTD A4ASSW Sy MWW 40 Suv%=(Cm >RTHS LtaAm LATWMIl 1700 is MAX k VRRTTC41; 13000 RTt MAX THIS FOUNDATIOI't S POR KACEN4 MANLIFAC1%= BUO.WWO00NS'TRIK"T8D Wjlyi '""TUM" Ot cuu JQBNT>I. no yoLtMATION FLAN O MSX* W To BE OarSlxtX.'M ON A FAIRLY LEVEL. BITE WITH NO 9JOS'TW0 S01L /plpaumm„ IF >e_n Tz.Emw 0== DU= TO POOR QDU% 88 NOT119. IN AREAS wonWFFJLRENCIAL eJi1'TIBmsmT (mL) CAN 00= MANUPACTIIRED HOMES SttA11. BE READJUSTED WHEN DAt EXCRBDB tM , OR **W. IT %W. AAyEReaLY An= THE USE o1• TilS. MANUFACTURED iWMR TM SYSTEM U ADAP'TAKA TO STANDARD HOLWW MATIONRY WACK FIER,R, F JI,UNDATIUN PSB NQ1'ESs . 1. THE POUNDATM PAD SHOWN CH IM LAN M A FRI'"T CONCRETE FOUNDATM FAD• TUS PLY WOOD POtMD►ATTON PAA MAY AT3IJ�SD Ali AL71;RtiATR . L POUN0471W1 FAASwa.e+e Pcr1cED oN I jyel.Is�DtR7vRBsa QOtt• n1sWUbnQ� PAM L 3000 FST AT 3t DAYS All TIE=, AM MANTIFAC111RRD>!Y >{T/1Rt.R1i WEKitft COWS= k PRFFERREDtADORIYNIA0W WHESE Evia FQSI1181B ES THAT 'Tits LONo DIIIrR1tSi0N OF I= FAD Tib "W21 4MCl.'LA'To THE COIAC XAM (AS 11 MN ON THE FLAN) c WHERE FIELD 00idDify" RFAUT>ti IAD 10TATIOK NO MORE THAN HALF CW THE FADS IN A TRAVSRSS LINT; CAN TIIR WTA.TW 10 W1 AT r4 MM OIM>f" OF TH3 FADS ARS PARATLTtt►TO 4. Tin Ptjmm Imu= POD yN DiCH AT'J4 4ti4 >c»tISTR P�.lii OG FWpQF�.1'� • (M 357. PRF'lOR 1. MW O)" LAZ4= Of IIWOW WIDE Cop" 2. MAXMIM LSW= Or DON A WNE COmx - 70 F11LT. 3L. LINLASS APMOVW BY TRW& A=OC, !LAM TO RII= HRUM Wr TO VCCSM L S FEST FOR $Do& W10900PAIM k 10 FS T FOR,W == JI WjIX C0AQMS MW WIDE COACM 4. Ka TIMS W81LQDAQW►FOUDW WA3 ft CW W FAT naN AS SHOWN ON THE DOtUX WTDE MOBTI.Ti QOAM ! *M MY COACH an OTM TIM AS SHOWN ON TIN MAN olt LAYOUT SVj" ifJ5W D AM ARBI+OM BY Ew-Ub M. MWR ASSC=A� 1U TO FIM AND PAD RKANk St7�1I NQ S' 1. SPACM SHOWN OH THIS, FLAN ARIL POR OOACHU WITH 10 W -K AND 12 0" BEAMS OR i W -H PACO CORRIXJATIID 89" I ANY 01M i lNCtl BFJW b NOT TO CANTI1.eYFR MORE THA?14.o Ft t:T ON EACH WD or UNIT _ AND SPACMGIF 8e10M "M CAN WM � M01BRE00 FOUNDAT MN 3Y"W MAUHAND SAFMT CODB. SBC" 1SSil �� IL APPROVED SUB= TO CORPZ iON TS Nom AMV%L DOGS N0T AVni0R= 0R APMV6 ANY �j►' (;M1, f' OMISSM OR DEVIATION FROM REQUIREMENT$ OF � . A"LJCAS1ASTAT IAWSANDRWULATI0NS BUTTE COUNTY D9KWft' >Mswe rC�itaniat .. .: . 4r .+ De"ckn, r.at allILDI NG DEPARTMEt ;TANDARDS '/7DVI A0 P P P E p • 6l -/53 PATENT q .01595366 Uk PmApwid b#w /Q».Z(C RENEWAL OF IPJ3; STATF SUBMITTAL 30 -SF L�e/ a o �tt14{1MC MOelli� V-0oAcu ww.(y� l.i.J (({ { l� C N { { I CQ o a WSMIC PIERS A FOUNDATION PAW K iw OUTUIIB or �cwCH S1NGLY. WIDE TYPICAL LA N SINGLE WIPE MOBILE COACH Scale: T" - 10' NOTE: STANDARD PIER h FMTING SPACING PER MOBILE HOME MANUFACTURER'S INSTALLATION MANUAL El-EVATI IN NOT TO SCALE 3' x 3' PLATE HAx TUBE ►EIGHT. 8' SHORT TUBE 14' LONG TUBE 4-3/8' BOLTS TIGHTEN TO 180 IN -P WODE T 3/4' THREADED ROD CQACH i BEAM 4 - 3/8' IKIT$ 2' DIA STD PIPE 3/16' PLATE CLAMP 3/1b• PLATE LEGS T YP DF 4 . 4MAINFi��11� 11,�O W1A COD* OP ATgx4 TnU 3$AND U -&C,1994 Epct1ON. 1. DENOtrt LOAD 4. ..._ 5/16' PLATE I 5/8' X 1 1/4' X.T WITH HARDENEQ WASHER SEISMIC PIER Not to Scale C.P. SEISMIC PIER#1 - PATENT PENDING NOTE - 180 IN -POUNDS IS EQUIVALENT TO IS FT -POUNDS 2 - 3/8' x V BOLTS FIELD DRILL HOLES OPTION OF 4 - $14 TEX STS COACH C OR J BEAM 3' x 3' 1/4'x2'x4' PLATE ANGLE 3' VIDE A_ 4 - BOLTS J I I _ SCISMIC (,� PIER TYPICAL BEAM CEINNECTIDNS Not to SCale it so iw OviRSin roR GHINIM' AND OR EORKR 'M(AtA t �+------ IMSERT rcp 1 1/4• K1. 36 112' ------- •� wr sTa�� :�+cc41 3.5' 4,4-A,4 VVI I•.J t PRECAST CONCRETE. FOUNDATION PAD 30'x32 Pl. 111h I. S i (1R 18'x04'x3/4' P1. YVUOD SCALE. 1' = 1.5' 3/4' PLYWOOD SHE-CIS -01-urD ipGE1MER WITH FHWS 1 1 i,ET. I T i� � Ati BNA IVB, PLYWOOD FOUNDATION PAD ' .. S C A'L E • 1'=1-55' 6. 7. 0. 10. THE peSION LOIAW S1iALL 8t C041MM M W= ROOF UVE LOAII� WIND IAAR AND S ZONE Ai alnw"MX*rUMAWTa WMW"g1ZC0WLQCALAA" T10i TVN IS 0WOMOMTo MW VM AMMAWWT VOIJOATIOti. AIL Kai1NC1/ ARE'1ti A8 ampmm BY mK Ly RSMu %AMANL*gmjL IURBED pppAT= SOtL. POOTDiW ARE DUXMD MR IQ* IN MAI,.'1AAD I[= RTIS#URR AND ��' � COMTAT®1i WTTT3: LOG1L �' Q1ll �a SMALL 00INFORM TO A" A�1�L It 34 VA MI?Mt I. k SHALL U FANWA77iA �pOpRp�NO TO AW WiCATIONB- SBlALL BS We= AAOOR "TO AWB 9PlR'.MA'T7oM L LMAC 000": '.. Amt AK aNC140; . ASTM A367. WANc1OIt 801.Ti. 9001194 OWA U A449 -ASTM A323 p, V. THRIIAW ROD 001 a DRAWN LOW CARBON WP1DABiL' AM WKTALCOW 4 M NAILS • SCREWS'STC• AU TO 86 � COATIID MM FM AND MM ARAM SUFlOtT AUZMKM UML OS OOATW W [rH SHERUM WRILAW 40 AND PON 140 OR ARROVBD %gMVATJWT AND SIW1. 89 UNA SiTD A4ASSW Sy MWW 40 Suv%=(Cm >RTHS LtaAm LATWMIl 1700 is MAX k VRRTTC41; 13000 RTt MAX THIS FOUNDATIOI't S POR KACEN4 MANLIFAC1%= BUO.WWO00NS'TRIK"T8D Wjlyi '""TUM" Ot cuu JQBNT>I. no yoLtMATION FLAN O MSX* W To BE OarSlxtX.'M ON A FAIRLY LEVEL. BITE WITH NO 9JOS'TW0 S01L /plpaumm„ IF >e_n Tz.Emw 0== DU= TO POOR QDU% 88 NOT119. IN AREAS wonWFFJLRENCIAL eJi1'TIBmsmT (mL) CAN 00= MANUPACTIIRED HOMES SttA11. BE READJUSTED WHEN DAt EXCRBDB tM , OR **W. IT %W. AAyEReaLY An= THE USE o1• TilS. MANUFACTURED iWMR TM SYSTEM U ADAP'TAKA TO STANDARD HOLWW MATIONRY WACK FIER,R, F JI,UNDATIUN PSB NQ1'ESs . 1. THE POUNDATM PAD SHOWN CH IM LAN M A FRI'"T CONCRETE FOUNDATM FAD• TUS PLY WOOD POtMD►ATTON PAA MAY AT3IJ�SD Ali AL71;RtiATR . L POUN0471W1 FAASwa.e+e Pcr1cED oN I jyel.Is�DtR7vRBsa QOtt• n1sWUbnQ� PAM L 3000 FST AT 3t DAYS All TIE=, AM MANTIFAC111RRD>!Y >{T/1Rt.R1i WEKitft COWS= k PRFFERREDtADORIYNIA0W WHESE Evia FQSI1181B ES THAT 'Tits LONo DIIIrR1tSi0N OF I= FAD Tib "W21 4MCl.'LA'To THE COIAC XAM (AS 11 MN ON THE FLAN) c WHERE FIELD 00idDify" RFAUT>ti IAD 10TATIOK NO MORE THAN HALF CW THE FADS IN A TRAVSRSS LINT; CAN TIIR WTA.TW 10 W1 AT r4 MM OIM>f" OF TH3 FADS ARS PARATLTtt►TO 4. Tin Ptjmm Imu= POD yN DiCH AT'J4 4ti4 >c»tISTR P�.lii OG FWpQF�.1'� • (M 357. PRF'lOR 1. MW O)" LAZ4= Of IIWOW WIDE Cop" 2. MAXMIM LSW= Or DON A WNE COmx - 70 F11LT. 3L. LINLASS APMOVW BY TRW& A=OC, !LAM TO RII= HRUM Wr TO VCCSM L S FEST FOR $Do& W10900PAIM k 10 FS T FOR,W == JI WjIX C0AQMS MW WIDE COACM 4. Ka TIMS W81LQDAQW►FOUDW WA3 ft CW W FAT naN AS SHOWN ON THE DOtUX WTDE MOBTI.Ti QOAM ! *M MY COACH an OTM TIM AS SHOWN ON TIN MAN olt LAYOUT SVj" ifJ5W D AM ARBI+OM BY Ew-Ub M. MWR ASSC=A� 1U TO FIM AND PAD RKANk St7�1I NQ S' 1. SPACM SHOWN OH THIS, FLAN ARIL POR OOACHU WITH 10 W -K AND 12 0" BEAMS OR i W -H PACO CORRIXJATIID 89" I ANY 01M i lNCtl BFJW b NOT TO CANTI1.eYFR MORE THA?14.o Ft t:T ON EACH WD or UNIT _ AND SPACMGIF 8e10M "M CAN WM � M01BRE00 FOUNDAT MN 3Y"W MAUHAND SAFMT CODB. SBC" 1SSil �� IL APPROVED SUB= TO CORPZ iON TS Nom AMV%L DOGS N0T AVni0R= 0R APMV6 ANY �j►' (;M1, f' OMISSM OR DEVIATION FROM REQUIREMENT$ OF � . A"LJCAS1ASTAT IAWSANDRWULATI0NS BUTTE COUNTY D9KWft' >Mswe rC�itaniat .. .: . 4r .+ De"ckn, r.at allILDI NG DEPARTMEt ;TANDARDS '/7DVI A0 P P P E p • 6l -/53 PATENT q .01595366 Uk PmApwid b#w /Q».Z(C RENEWAL OF IPJ3; STATF SUBMITTAL 30 -SF L�e/ i l� of -/53