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Home My WebLink About021-600-003m 300' NOTE: All M•,tet WS & Norinanabip ehsll Ile TZ, Accordance with Recognized Good Pr of a Quality Prescribed for the 46cifted use and In the Uniform Building, Plumbing & Mechanic COd'w and the'""ODC MeOttlMl Code. to apt f 01thep ,ozi to �I+e Jobe iBd A'h�. h Pe �a• �� k•, � io ar meter aad ig Ab uc- & 040 0� 4414* to d0 ofi3 z • &lit arm �q �lp J..ot �ETeE T a4a�.t5 Ina, Cpl+SA jAWY &9%bLLYf CA ArAt t�;LJ -o(o -*03 h CUtAA Nay p P �N� GQ t'i:m l�°I1� s _I 1. L 1 �- 31 I rx "I"a MONILE I I °02TIN SEAM I COACH SEAMS-,, COACH �- [ I CI, Belk I I I I [fl I I I I rp Fri _ - I I I I LO [p M Lilt I I i I Br'IsMIC FICRa� I Jk P FOUNDATIONPADS I ADN 1 Cj- OUTUNC •] L��J [� 1 "� OF i/ONII.R J r COACH t DOUBLE MADE TYPICAL 207. 24', 2e' OR 28' -"--J� IAN CUACI i UUUBLE WIDE MOBILE scale: I" = 10' 1MOTEj FOR THAN TRIPL16 SUVMIT LAYOUT RTO TARP k A3 OC.EFORI TSAP IPROVAL STANDARD PIER k FOOTIN, SPACHIG PF.R MOTIILE HOME MANUFACTURER'S INSTALLATION MANUAL. CONFIGURATION SHOWN 11 THE MINIMUM NUMBER OF PADS REQUIRED. STANDARD PIER k FOOTING SPACING PER MOBILE HOME MANUFACTURER'S INSTAIJ.ATION MANUAL. CONFIGURATION SIIONN IS TIIE MINIMUM NUMBER OF PADS REQUIRED. ELEVATI.ON NOT TU SCALE COACH 1 BEAM 3' X 3' PLATE t.4 - 3/1' C� j L - MOBILE I 1 Cx1.,Nr ,-COACH BSAMSN 2' DIA - C}� C} STD PIPE iI I I av Cry I CLAMP TO 110 i I o [ I N Ii ut Insvic FIERS, Jt FOUNDATIONS TUROUE OUTUNE Or NO11Ll; [, 4 COACH 'JINGLE WIDE TYPICAL P�JAN_ ROD _ SINGLE WIDE MOBILE Scale: I" - 10' (COACH STANDARD PIER k FOOTING SPACING PER MOBILE HOME MANUFACTURER'S INSTAIJ.ATION MANUAL. CONFIGURATION SIIONN IS TIIE MINIMUM NUMBER OF PADS REQUIRED. ELEVATI.ON NOT TU SCALE COACH 1 BEAM 3' X 3' PLATE • TYPICAL BEAM CONNECTIONS Not to Scale..: 12 So IN OVERSIZE FOR CHIPPING I= AND OR CORNER 4REtWWA INSERT r I I/4' KB. • 8' 240 I -36 1/2'---d 5/9' x I wao rLANpt TAANCHOR IgitRT r� 3.5' 4x4 -4x4 WVr-/ I, J ' PRECAST CONCRETE FOUNDATION PAD 3O'x32'x3/4' PLYWOOD HOLES FTIR 1/2' x 2 1/2' C.D. 1S'x32'x3/4' PLYWOOD SCALE, I' = 1.5' x x x ti --v x x x x 3/4' PLYWOOD SHEETS SCREWED TOGETHER WITH 12 11 x 1 112' FHWS �----- 32• ----I ALTERNATIVE PLYWOOD FOUNDATION PAD SCALE= 1"=1.5' r11KN ill+ NOW1 RKFERENCM CALIFORNIIA CODs OF RZOULATiONIf TITLE 25 AND U.R C. lf! 1 I9DiTI i, DESIGN MADE: VERTICAL LIVE, WAD ROOF 30 pd . 1 � 1 1 �.r�ia�hfx �• 2. THE DFBION IAADS slliAm BE, OON4L raff WITH ROOF tm LOAD, WIND !AAD, AND /WHIG TiONs A11 ESTABLISHED FOR PK11tMANENT sunDINO WITHIN A VECiFiC LOCAL ARSA 3. nag FOUNDATION iS CONIU)* <D TO CONST I'M11 A PERMANENT FOUNDATION. !' 4. ALL FOOTINGS ARE TO IM St 'ORTED BY FIRM, UNSATURATM VNp11T1U M'D COHESIVi< SOIL, FOOTRIGB ARL DESIGNED FOR 1000 Will, TOTAL LOAD 1011. FRESSl1P AND SHALL BK CONTATiBL.K WITH LOCAL I= y CONDITIONS. !. sTRUC LURAL MYJ.: SIIAILOONFORM TO A11M A3611 - 36 K41 MINIMUM. 11. SIIAI L RIs FABRICATED AC6OR6&0 TO A"C SFECIFTCATIONs. R SHALL BIK WNIDED ACCORDINO TO AWS 110110 CATIONS: L KLE IOD99: En ,1 A94 L. PLATES: UL ANCHOR BOLT1: ASTM A301 ti DOLTS: SAE ORS -ASTM A449 -AX TM A323 �. THREADED ROD: C010 DRAWN LAW CARBON WELDABLE A AILMIMALCOMPONENTS INCLIIDING NAnA R WRIIWS STC. ARE TO Bs PROTECTTVK COATEII< i 7 TIE MER AND RNOR ISF.AM SUPPORT A411MDLIES 4HAi J. DK COATED WITH SHERMAN WILOAMB E61 -RC2 QR ArrROVED KQUIVAiENT AND SHALL rS LISTED AND L RULED BY CKRIVIED TW WO AND ()ONSULTINO 1ERVTCEs (CT'C) FOR mm r01,LOWiNO L OMA: IL tATERA11 1700 ft MAX b6 VKRUMAL, 13000 M. MAX 7. THIS FOUNDATION M FOR PL.ACO40 MANUFACTURED BUIL IMOS CONSTRUCTED WITH LONOITUDINAL OR CROSS)ORrm R THiS r""ATION M 4AN 11 D!lKTNEIT TU DTA coNEMUCI1'D ON A FAIRLY LEVEL STIR WTI H NO LWHNO 10IL PROBLEMS, W /KIILN v M OCCURS DUs TO POOR IM SKK NWM f. !. IN ARIAS WiTERS D07ERENIM 11TTLEMENT (D -S-) CAN OCCUR. MANUFACTURED HOMES SHALL BK RE'ADAAMI) WHENI D.1. EXCEEDS 1/4x, OR WHEN LT WILL ADVERSELY AFFECT THE USK OF THE MANUFACTURED 1101MS To. THIS SYSTEM LS ADAIPTA111E TO STANDARD HOLLOW MASONRY BLOCK PiERS. 11. FOR. ROOF UVF LAAD11 OF IT TO60 TIF. 71HI r"DAnON SYSTEM MAY LIE USED W111I TIIE NUMBER OF C.F. SEISMIC F1ERS SHOWIN ON TIDE PIAN. HOWEVER, ROOF TOADS 180HER THAN 30 MF MAY MUIRR THE USE • OF ADDITIONALSTANDARD FAD AND MR NUFFORT'S M PSRTHB MANUFiiCPURKR'/ INs�'iW.AT_ ION MANUAL. I MUNDAMN PAD NOTES: I j 1. TIER FOUNDA'T10N FAD 411oWN ON TTM PLAN Is A PRECAST CONCRETE, houNl)ATtON PAD. THi rL YWOOD FOUNDATION PAD MAY BE USED AN ALTRRNA'TE. 1 FOUNDATION FADS BHALL RE PLACED ON LEVEL UNDISTURBED SOIL. i 3. CONCRETE FOUNDA110H PAD, • �. 3000 PSI AT 28 DAYS AS TESTED AND MANUFACTURED BY STARLITL W110111' CONCRWM b, rREPERRED TAD C+R> WrAT'10N WITU' is I:VRR MWMLZ 11 THAT T'ITE LANG DIMSNBION OP TM PAD U FERPSNDICULAR TO THE COACH BEAM (M MOWN ON THK FLAN} 4r. WHERE rll'LD CONDITION/ "Al"t FAD ROTATION. NO MORS THAN RAIY OF TNS rAT)R iN A TRAVERSE 1 DNR GAN DK ROTATED W THAT THI LONO DIMKNSION OF THR PADS ARS rARAL.IAL TO THS COACH BEAM. 4. MRJARAIEDPLYWOOD FOLTNDATION!'AD 3/4 INCH A.T.A. 4144 EXTERIOR E11-13 CC. PL UOOED. NKR • QA li" TV -1108. ` jQQAGH s zrd N 1. MAXIMUM LENOTH OF SINGLE WIDE COACH 62 FEEL 2. MAXIMUM LENGTH OF DOUBLE WWI COACH - 70 FEST. 3. UNLESS APPROVED BY TTIARF J! ASBOV, FLOOR TO RIDOS HSiOITT NOT TO BXCELD IL 1 FRST FOR PINOIE W IDR COACHNS k 10 FEET FOR 20' DOUBIE WWI COACIMP 41. 12 FEST FOR 24'.26. IR 2B' DOUBLE W1D9 COACHES 4. POR ITMZ WIT)! OOA l,,K POILOW sAMP nAc MENT pAT MIN M Show" ON TIIE BL DOUE WWS MOBLE COACH. JJ S. FOR ANY COACH 11ZE OTTIA TTIAN AS 111OWN ON n114 PLAN OR REF kFNCRD ABOVC,'iHE FiER AND FAD LAYOUT SHALL BS REVIEWED AND APPROVED BY DONALD M. THARP & ASSOCIATES. k I 1. /PACiNO SHOWN ON nag PLAN An FOR COACHES WITH 10 INCH AND 12 MIT BEAMS OR S INCH FACO CORRUOAM BEAMS. 2. ANY OTHER s INCH BEAM L! NOT TO CANTILEVER MOUE THAN 6.0 FEET ON EACH SND OFUNIT AND SPACING OF SEISMIC PIERS CAN NOT BXCEW 13.5 FEAT. j .NI�RIMIR4tIrM JbrxwA�wi. S►�IRA► •RA%I" AMD "Tt ZVM ilif.-1Kl d til A P 0 It 0 V F 0 t mm*ci to coNe crt4rft tfone 4WJV'O11 4t,,,..,., ..k.nrn « •PM'+•• ewr •.M.aw11 r 11'y y1� y�r� R, Imm 100"w"w•w TIT .pglau44 Solo* Iww " NM.ArMo•1 5101-1 •1 cMOI•n.w COU Fx'.�/'.;/ 000'w/0.wx .1 /1•u14v •sA c.MOw.Mr w.�+.4*+MM BUTTE COU •' � 'M plVlga:„+01CCOiSAND STANC+AREr% RUILDING DLPAR �► �. , ..m.•1 OqI�� A P P R C V F L SPA NO..I itis. + >,.wril1l to**$ .�� RENEWA OF t.4 - 3/1' MAX TUNE HEIGHTDOLTS 1' SIIORT TUBE 14' LONG TUBE 2' DIA STD PIPE 4 - 3/1' DOLTS 0 3/16' PLATE TIGHTEN CLAMP TO 110 IN -POUNDS TUROUE 3/4' THREADED 3/16' PLATE LEGS ROD TYP OF 4 �., 5/1i' PLATE 5/1' X 1 1/4' DOLT WITH HARDENED WASHER SEISMIC PIER Not to scale C.P. SEISMIC PIER##I - PATENT PENDING NOTE, 110 IN -POUNDS IS EOUIVALENT TO 15 rT-POUNDS 2 - 3/e• x I' BOLTS FIELD DRILL HOLES ' OPTION Of 4 - N14 TEX STS COACH C OR J BEAM I/4'x2'x4' 3' x 3' PLA1E ANGLE 3' WIDE 4 - 1/2' SEISMIC DOLTS ,� BIER • TYPICAL BEAM CONNECTIONS Not to Scale..: 12 So IN OVERSIZE FOR CHIPPING I= AND OR CORNER 4REtWWA INSERT r I I/4' KB. • 8' 240 I -36 1/2'---d 5/9' x I wao rLANpt TAANCHOR IgitRT r� 3.5' 4x4 -4x4 WVr-/ I, J ' PRECAST CONCRETE FOUNDATION PAD 3O'x32'x3/4' PLYWOOD HOLES FTIR 1/2' x 2 1/2' C.D. 1S'x32'x3/4' PLYWOOD SCALE, I' = 1.5' x x x ti --v x x x x 3/4' PLYWOOD SHEETS SCREWED TOGETHER WITH 12 11 x 1 112' FHWS �----- 32• ----I ALTERNATIVE PLYWOOD FOUNDATION PAD SCALE= 1"=1.5' r11KN ill+ NOW1 RKFERENCM CALIFORNIIA CODs OF RZOULATiONIf TITLE 25 AND U.R C. lf! 1 I9DiTI i, DESIGN MADE: VERTICAL LIVE, WAD ROOF 30 pd . 1 � 1 1 �.r�ia�hfx �• 2. THE DFBION IAADS slliAm BE, OON4L raff WITH ROOF tm LOAD, WIND !AAD, AND /WHIG TiONs A11 ESTABLISHED FOR PK11tMANENT sunDINO WITHIN A VECiFiC LOCAL ARSA 3. nag FOUNDATION iS CONIU)* <D TO CONST I'M11 A PERMANENT FOUNDATION. !' 4. ALL FOOTINGS ARE TO IM St 'ORTED BY FIRM, UNSATURATM VNp11T1U M'D COHESIVi< SOIL, FOOTRIGB ARL DESIGNED FOR 1000 Will, TOTAL LOAD 1011. FRESSl1P AND SHALL BK CONTATiBL.K WITH LOCAL I= y CONDITIONS. !. sTRUC LURAL MYJ.: SIIAILOONFORM TO A11M A3611 - 36 K41 MINIMUM. 11. SIIAI L RIs FABRICATED AC6OR6&0 TO A"C SFECIFTCATIONs. R SHALL BIK WNIDED ACCORDINO TO AWS 110110 CATIONS: L KLE IOD99: En ,1 A94 L. PLATES: UL ANCHOR BOLT1: ASTM A301 ti DOLTS: SAE ORS -ASTM A449 -AX TM A323 �. THREADED ROD: C010 DRAWN LAW CARBON WELDABLE A AILMIMALCOMPONENTS INCLIIDING NAnA R WRIIWS STC. ARE TO Bs PROTECTTVK COATEII< i 7 TIE MER AND RNOR ISF.AM SUPPORT A411MDLIES 4HAi J. DK COATED WITH SHERMAN WILOAMB E61 -RC2 QR ArrROVED KQUIVAiENT AND SHALL rS LISTED AND L RULED BY CKRIVIED TW WO AND ()ONSULTINO 1ERVTCEs (CT'C) FOR mm r01,LOWiNO L OMA: IL tATERA11 1700 ft MAX b6 VKRUMAL, 13000 M. MAX 7. THIS FOUNDATION M FOR PL.ACO40 MANUFACTURED BUIL IMOS CONSTRUCTED WITH LONOITUDINAL OR CROSS)ORrm R THiS r""ATION M 4AN 11 D!lKTNEIT TU DTA coNEMUCI1'D ON A FAIRLY LEVEL STIR WTI H NO LWHNO 10IL PROBLEMS, W /KIILN v M OCCURS DUs TO POOR IM SKK NWM f. !. IN ARIAS WiTERS D07ERENIM 11TTLEMENT (D -S-) CAN OCCUR. MANUFACTURED HOMES SHALL BK RE'ADAAMI) WHENI D.1. EXCEEDS 1/4x, OR WHEN LT WILL ADVERSELY AFFECT THE USK OF THE MANUFACTURED 1101MS To. THIS SYSTEM LS ADAIPTA111E TO STANDARD HOLLOW MASONRY BLOCK PiERS. 11. FOR. ROOF UVF LAAD11 OF IT TO60 TIF. 71HI r"DAnON SYSTEM MAY LIE USED W111I TIIE NUMBER OF C.F. SEISMIC F1ERS SHOWIN ON TIDE PIAN. HOWEVER, ROOF TOADS 180HER THAN 30 MF MAY MUIRR THE USE • OF ADDITIONALSTANDARD FAD AND MR NUFFORT'S M PSRTHB MANUFiiCPURKR'/ INs�'iW.AT_ ION MANUAL. I MUNDAMN PAD NOTES: I j 1. TIER FOUNDA'T10N FAD 411oWN ON TTM PLAN Is A PRECAST CONCRETE, houNl)ATtON PAD. THi rL YWOOD FOUNDATION PAD MAY BE USED AN ALTRRNA'TE. 1 FOUNDATION FADS BHALL RE PLACED ON LEVEL UNDISTURBED SOIL. i 3. CONCRETE FOUNDA110H PAD, • �. 3000 PSI AT 28 DAYS AS TESTED AND MANUFACTURED BY STARLITL W110111' CONCRWM b, rREPERRED TAD C+R> WrAT'10N WITU' is I:VRR MWMLZ 11 THAT T'ITE LANG DIMSNBION OP TM PAD U FERPSNDICULAR TO THE COACH BEAM (M MOWN ON THK FLAN} 4r. WHERE rll'LD CONDITION/ "Al"t FAD ROTATION. NO MORS THAN RAIY OF TNS rAT)R iN A TRAVERSE 1 DNR GAN DK ROTATED W THAT THI LONO DIMKNSION OF THR PADS ARS rARAL.IAL TO THS COACH BEAM. 4. MRJARAIEDPLYWOOD FOLTNDATION!'AD 3/4 INCH A.T.A. 4144 EXTERIOR E11-13 CC. PL UOOED. NKR • QA li" TV -1108. ` jQQAGH s zrd N 1. MAXIMUM LENOTH OF SINGLE WIDE COACH 62 FEEL 2. MAXIMUM LENGTH OF DOUBLE WWI COACH - 70 FEST. 3. UNLESS APPROVED BY TTIARF J! ASBOV, FLOOR TO RIDOS HSiOITT NOT TO BXCELD IL 1 FRST FOR PINOIE W IDR COACHNS k 10 FEET FOR 20' DOUBIE WWI COACIMP 41. 12 FEST FOR 24'.26. IR 2B' DOUBLE W1D9 COACHES 4. POR ITMZ WIT)! OOA l,,K POILOW sAMP nAc MENT pAT MIN M Show" ON TIIE BL DOUE WWS MOBLE COACH. JJ S. FOR ANY COACH 11ZE OTTIA TTIAN AS 111OWN ON n114 PLAN OR REF kFNCRD ABOVC,'iHE FiER AND FAD LAYOUT SHALL BS REVIEWED AND APPROVED BY DONALD M. THARP & ASSOCIATES. k I 1. /PACiNO SHOWN ON nag PLAN An FOR COACHES WITH 10 INCH AND 12 MIT BEAMS OR S INCH FACO CORRUOAM BEAMS. 2. ANY OTHER s INCH BEAM L! NOT TO CANTILEVER MOUE THAN 6.0 FEET ON EACH SND OFUNIT AND SPACING OF SEISMIC PIERS CAN NOT BXCEW 13.5 FEAT. j .NI�RIMIR4tIrM JbrxwA�wi. S►�IRA► •RA%I" AMD "Tt ZVM ilif.-1Kl d til A P 0 It 0 V F 0 t mm*ci to coNe crt4rft tfone 4WJV'O11 4t,,,..,., ..k.nrn « •PM'+•• ewr •.M.aw11 r 11'y y1� y�r� R, Imm 100"w"w•w TIT .pglau44 Solo* Iww " NM.ArMo•1 5101-1 •1 cMOI•n.w COU Fx'.�/'.;/ 000'w/0.wx .1 /1•u14v •sA c.MOw.Mr w.�+.4*+MM BUTTE COU •' � 'M plVlga:„+01CCOiSAND STANC+AREr% RUILDING DLPAR �► �. , ..m.•1 OqI�� A P P R C V F L SPA NO..I itis. + >,.wril1l to**$ .�� RENEWA OF