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HomeMy WebLinkAbout063-240-042to n �t'Ic.NAtZO Zoog r,'ji t iifi.C:]sls l�' Workmanship Shall Be In Accor9ance with Recognized Good FrartiGs snd of a quality Prescribed for the Specified 'ase s N.T A G fl in the Uniform. Building, Plumbing & Mechanical' 5o3'j Codes and the National Electrical Code. This set of plans and speeinoations MUST be kept on the job at all times and it is unlawful to make any ch,rrnges or alterations on same without ScgC t Go • � tvrAten permission from th© Department of Public Works, Count4, of Butte. 31q, �� aw o, Location of structures & I equipment shall be as shown t clear of all easements I � K I 3 %k - 6P6. sNoT- zu P P O Y ' FILE fL•'T -'""OPY I 01 SKMW PIEW% 6 FOUNDAr4m PAN otmums or mosu C%4uwm.q PLAN DOUBLE WIDE MOBILE COACH ' Scale: 1" 10' FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT LAYOUT TO THARP & A330C. FOR APPROVAL STANDARD PIER & FOOTING SPACING PER MOBILE HOME MANUFACTURER'S INSTALLATION MANUAL CONFIGURATION SHOWN 13 THE MINIMUM NUMBER OF PADS REQUIRED. SEISMIC PIER AND /r-rDLINDATMN PAD FI -1 i II N Loi saw= PIE" a roumDATION PAD@ 'kit 'T� � i ourLiSILxt or MO9 c"" SINGLr, WIDE TYPICAL PLAN SINGLE WIDE MOBILE COA(*H Scale: I - .110' HM STANDARD PIER & rwTima SPACINC. PER MOBILE HOME MANUWACTURER". INSTALLATION MANUAL CONrICURAT13N SHOWN 15 THE MIN!WUW NUMBER OF PADS REQUIRED. ELEVATION NOT TO SCALE COACH I SEA" 3' X r PLATE 4 - 3/r ,MAX TUK HEIGHT -SOLTS S' SHORT TUK 14' LONG TUK t- VIA 4 - 318' SID PIPE XxTs TIGHTEN 3/161, PLsoTE TO ISO CLAW IN-P"DIES TOR 3/4* THREADED 3/16' PLATE LEGS ROD TYP OF 4 5/14' PLATE 5/8' X 1 1/4' XXT WITH HARDENED WASHER SEISMIC PIER I Not -LjLo Sca C.P. SEISMIC PIER41 PATENT PENDD NOTE, 190 IN-PDLJNDS IS"EOUIVALENT TO 15 r T -POL040S z - 3/8' 1' POL T S. F 11L D : DRILL `HOLES OP T ION OF 4 - 114 TEX -STS CWH C OR J YEAH 1/4*x2'x4* 30 x 3' ANGLE 3' WIDE PLATE 4 112' DOLTS SEISMIC PIER TYPICxAL.� BEAM CONNLCTIONS Not to Scole X12 SI 1« ovcM![raNi w C 0 IKU'Upo" so 24' Q —36 112' STAIKCSI L 3.5' 4v4 -4u4 VW -j PRECAST CONCRETE FOUNDATION: PAD, SCALE'V 1.5', 3/4' PLYWOOD SHEETS SCREWED TOGETHER WITH 12 #8 1 1/2' FHWS PLYWOOD MMES raft 112, x C.S. 18* 30' PLYWOOD 32' ALTERNATIVE PLYWOOD FOUNDATION � PAD SCALE: V=1.5' SIM VUMAL LM WAD LATZRAL LM LOAD amm wm ran 01" 30 PC 70m* 4 iti 00 N :�7� 10 I OR 3 93 13 0 DOUBLE WIDE TYPICAL PLAN DOUBLE WIDE MOBILE COACH ' Scale: 1" 10' FOR MORE THAN TRIPLE WIDE UNITS. SUBMIT LAYOUT TO THARP & A330C. FOR APPROVAL STANDARD PIER & FOOTING SPACING PER MOBILE HOME MANUFACTURER'S INSTALLATION MANUAL CONFIGURATION SHOWN 13 THE MINIMUM NUMBER OF PADS REQUIRED. SEISMIC PIER AND /r-rDLINDATMN PAD FI -1 i II N Loi saw= PIE" a roumDATION PAD@ 'kit 'T� � i ourLiSILxt or MO9 c"" SINGLr, WIDE TYPICAL PLAN SINGLE WIDE MOBILE COA(*H Scale: I - .110' HM STANDARD PIER & rwTima SPACINC. PER MOBILE HOME MANUWACTURER". INSTALLATION MANUAL CONrICURAT13N SHOWN 15 THE MIN!WUW NUMBER OF PADS REQUIRED. ELEVATION NOT TO SCALE COACH I SEA" 3' X r PLATE 4 - 3/r ,MAX TUK HEIGHT -SOLTS S' SHORT TUK 14' LONG TUK t- VIA 4 - 318' SID PIPE XxTs TIGHTEN 3/161, PLsoTE TO ISO CLAW IN-P"DIES TOR 3/4* THREADED 3/16' PLATE LEGS ROD TYP OF 4 5/14' PLATE 5/8' X 1 1/4' XXT WITH HARDENED WASHER SEISMIC PIER I Not -LjLo Sca C.P. SEISMIC PIER41 PATENT PENDD NOTE, 190 IN-PDLJNDS IS"EOUIVALENT TO 15 r T -POL040S z - 3/8' 1' POL T S. F 11L D : DRILL `HOLES OP T ION OF 4 - 114 TEX -STS CWH C OR J YEAH 1/4*x2'x4* 30 x 3' ANGLE 3' WIDE PLATE 4 112' DOLTS SEISMIC PIER TYPICxAL.� BEAM CONNLCTIONS Not to Scole X12 SI 1« ovcM![raNi w C 0 IKU'Upo" so 24' Q —36 112' STAIKCSI L 3.5' 4v4 -4u4 VW -j PRECAST CONCRETE FOUNDATION: PAD, SCALE'V 1.5', 3/4' PLYWOOD SHEETS SCREWED TOGETHER WITH 12 #8 1 1/2' FHWS PLYWOOD MMES raft 112, x C.S. 18* 30' PLYWOOD 32' ALTERNATIVE PLYWOOD FOUNDATION � PAD SCALE: V=1.5' SIM VUMAL LM WAD LATZRAL LM LOAD amm wm ran 01" 30 PC 70m* 4 iti 30 pf :�7� 10 4 na mm IMAN owl n COMIJIMT WITS! 111001P uv1 LAMA w= Imm am am= BOW Aa UTM4= MR nViANDIT JKZZW WITWM AS LOCAL ARK 3. nMPOtMATMNCCNSMUMTOCMM Mn%APUUA)MTPOtIMATMK 4. AMFOMX DMARIMURPWMBYM14LM7UL4=t*CffnRMCOKgW4wa.POOYVXWAILZ DZSMM FM I= KF TOTAL U30 IM P19114M AND OWL 39 WW = IATMS WDCAI SO& CONDITIOWL S. STRUCTURAL STEL: L *W1C0N?0WT0AMAMF-3dKSI liM4D4L%L le b, #W.UUFANWATOZ:iiL�W TO MRC 'Di"UWZUZDACCORDMIrOA"VICUWATX*M G L ZL2CTRJO0zS; sm iL PATES;- AVID A36 RL ANCHMOOLTS: AVU A317 JmTv: MR CaS-AVIU A440-AIIU A3" v. THIZADEDIM COLD DRAWN LOW CARNM WILDABLI a ALL taTALcumNoM Dxumm NAU & SCRm IrM AU TO 19 MWTICM MAM THipm AND *vnnpwAmKmmTAuudK1n WALL. UCCkATKDWffHZMMAN W041ALO%614K2M Appitom squvAuNT AND SHALL. u Lx= AND LAXU= BY CUTUM TZrM AM COPAMTM &UVX= MM PM-TH1 FaUMM LOADS: LATINAL- 1700 U MAX b, VIMMU. 13000 6L MAX 7. THIS KK=AT30w is rm nAcDio uAwwAcrum xxwom cmanwcnD wnu 1.040MIOD"L OR L TM PMNDATEN RM 3 MMONM 70 K CMWMCM CM A FAMLY ISM SITZ WITH NO V=7= AM mmijuiriarnswwrowtwixToPOOR mazwous. R. IN AREAS WHns DW"MDMAL IVMDWff (ILL) CAN OWS MANUFAC13MM HOWES SLAM U RZADXWM WE= D -S. s R 1W. OR WMW fr WU ADVMUY AFFWT MIZ USZ OF TIM MANUFACnJ&ZIDVOML 10. THIS SYSTEM 18 ADAPTAALZ TO 111TAIMAND WXIDW MASOMY K= FM 11. POR ROD! UVZLDAIXCFt]PTOSOPR. THIS YOLMATMEYt=NAY =- W11TH THI MUNU OF C-f- MMW MU SDIOWN ON Tut n" U0WtVZL 11001F LOAD@ UIOM TIAM 30 M MAY RIQUIRS THS UIKL OF AMNTMAL, ISTANURD PAD AM PM KWMn All M TO idAKX=WR-8 DSTAUATIM UANUAA- EQ 1. THE PO4NDATION PAD SHOWN ON THIS RAN K A PIWAIT CMCRM X)ENUTION PAZ) THR PLYWOOD FOUNDATMN PAD MAY 31 USIM AN A1.71111WIL I POU NDATIM PADS SHALL BE PLACW(WISM UNDISTURND SM 3. M61WN PQ 3000 M AT U DAYS AS TUM AND MANUFAMUM BY STARUIT WISOUT CONCUM b, PRVUMMCRJViTATMNWHZRI99MPOUXZNTHAT 7=LONG DDIPUMOFTHE IAD U PERPENIMMAR TO THE COACM 59" (All 1110W CM THS PLJQ4 WHUR imm connim 21001 PAD UffATICK NO h=1 TIAM HALF OF THI PADS Di A nAvuu I= CAN n sommsonuTTits LONDMNSMOPTO PADS AU FARALLUTO THI COACM WAK PLYWOM 34 INCA! ASA 404 =131M 14W CQ n=W-% Xa QA W. nNit CQA SIZE NIQ7� LS: MAXULU LVOM OF DOUKI WM9 00 70 MT. 3. UMMA"ROVEDDYnLARP &ASSOC. PDDR TOMCKHMIT NOT T0=21k I FIZET FC* SV4OU WM9 COACMAS 10 MT PW W DOUKZ WM9 COAMM 4. PMTMMZWM9100ACM f1OUDW"W3IPL#XZWWr?AT=AS OKMONMM DOU!3LZ WM9 MOMS COAM S. POR ANY COMM' UM OTHU THAN AS IMWM ON rm= PLM OIL RIMPICED A10V& THE PER AND PAD LAYOUT SHALL, U REVIEWED AND APPWM BY DONALD IL MW ANOICUM BEAM SULNQM 1. IPACDOO SHOWN ON THIS PLAN ARE K* COAL M WffN If INCV AM 13 MCH UAW OR I DiCH PAM COARUCMTZDBLAUL I ANY anMRSDiMWAMUNOT TOCAMWMMORS THAN UMTONL4MEND CFLM AND SPAaW0 OF snow M3tS CAN NOT 9=90 MS MT. AAS SAWY COM Mcnam Mat Appnovgo SJUM 10 COVAK7N*4 040M %ppmimm &W em or appr*w WN sub"a w dp" j No c:u6kv Oam f*w&*mwft of...U.++. sho. IV" and f"we"s sku 41 C a ds VA NO. *h P1w A, vf vAf &q*u AZ6 ?.moo RENEWAL OF 10�1 SPATE sumnum yo fl-A&VA -_ 1 -1 -19 S'