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HomeMy WebLinkAbout069-150-049 COACH I BEAN 3' X 3' PLATE �, CAtJIORNIA OODR Qf RB(�1.3ATlOt'1:, TnLt 35 ANO U.Y.tr: � SD[I9Ol+t .. L' _ DEMN LOAM' I LL..LL..JJ ILL�JJ i � ROOF '. 3 �' WIND .X j 14' LONG TUBE P' DIA .r STD PIPE . 4 - 3/8 LiJ BOLTS O TIGHTEN 3/16' PLi TE TO 160 CLAMP COACH I BEAN 3' X 3' PLATE �, CAtJIORNIA OODR Qf RB(�1.3ATlOt'1:, TnLt 35 ANO U.Y.tr: � SD[I9Ol+t .. L' _ DEMN LOAM' >a .; �k © , LL..LL..JJ ILL�JJ MAX TUBE HEIGHT BOLTS 3' SHORT TUBE ROOF '. 3 �' WIND .X j 14' LONG TUBE P' DIA .r STD PIPE . 4 - 3/8 LiJ BOLTS O TIGHTEN 3/16' PLi TE TO 160 CLAMP >a .; �k VIOtWAL IM LOM LATUAL Un LOAD Q.1�t1C w ROOF '. 3 �' WIND .X am WIN ' IN -POUNDS I no.rlllo Mown I I ce1Xt1"o Nov" i (:�] ($] � TORouE t THE uea>av LOMB AIIADL Ba CO1lSIS7TPtT � 1b0Or L1V8 LOAq WIND LOiAD1, `ANO pRIL'.IQIC L� AA � 3/4• THREADED 3/16' PLATE'LEGS ESTABL.1IEi1>IDPORP1BZt11UI�E�1T>BUtJIfN0WT1>HAiAAPl9D�7Cl�tDOA1/ARA. . TYP OF 1 "�,��ttt��a�aa !. Ti#tO FOUNDATION 1r> ==UA TO QahN'1TR1{>E 41'6R11ANlZl+f1' !'011I11DA17011. ' Fil• 14. ALL 1OORII�IOA A13701311M'PORT®d1f PlRM, IDN11ATtJAIATBR tMI11'R>� COHEiIV>6 SMPO07LNIiA AU x � 5/16' PLATE DESIONED FOR IWO PBF TOTAL WAD SOIL MMU ,AND SHALL BE COIQ4TIIElIaL1 WTTH LOCAL am ` I I 5/8' X 1 1/4' IOU.' OONDIT10N1. I CV WITH HARDENED WAZHER 1 I _ S. STRUCTURAL il"CONPORM TO AM AM F - 361W L(L�111111►1 - O SEISMIC PIER Not to S c Q t e k 211AL`.BBE PSA..e�MCAAT=;960l>aby��oTOAI»MC XPpECMCAT�ION& I 1 N a QWL BLI wM w m=pw V Aw11 "z ax Few• M w C.P. SEISMIC PIE '#I - PATENT PENDING i L ELx 970 "t'' iL PULTBt: A!'1'Id AM NOTE 11L BOLTS: B►IL/TA: AI'1MA707 I Ir. n01.»: sAa ORrAaRT�c A�-An'1s Alis ' W. rdREADED ROD: COLD DRAWN 10W CARBON WBlDABIA I ® 180 IN -POUNDS IS EQUIVALENT TO 13 FT -POUNDS 1, ALLYSTALCO&OMM MUMINONM &I=WS MAMTO86PROTRIUi1V$GGIATM d THE MSR AND 1RD30R BB%MiUrP(W AqBMM 11LALL BH COATED WITH AiBRMAN WDPMt! 1614Rq 2 3/13' x 1 • BOLTS APPROVED EQUIVALENT AND OWL BR LA'D'ED AND LAX=BY C:R'!l = TB/TINR ARID •TM F1FLD DRILL BOLES •SRVKm(CTC)PORTHSrouo mWADS OPTI13N OF a I,AT RAL' 1700 ft MAX l ri LfiJ 1.fJ 4 014 TEX S•. S COACH C R WERTICA1: 1300DI 6L MAX I I I a a OR J BEAN % TNIA FOUNDATION W FOR PLACINO MANUJPAC7tJ1IED BUILDINGS OON1hRtX%= MTH WN017UGWAL'Olt I 3' x 3. CROSS 1cTIN'[il. _ ` I/4 x2 x4 >S�9=0m Pins � PLATE ANGLE 3' WIDE R T1O0 POUNDAT70N!'L/1N M DPSIQIQF.a TO BE OONi'litDxltBD (>I'1 A FAILULY NIVEL Al» WTAi IID E)Q1CfQr0 ADQ/ A 1"DAt M I I ( I mmic Pett, I ( l.IL''tR'1'1T.R#�IIN1'OCc3jJR!tDURTOIOOR1►OIL. NOT>:!. P a ►ouMD+v"ops _ 4 - 1120, !. �; AREA/ W>ELSRE DiFPES&�R1C AL SETR$MSi�ft NR) OCCUR. 11ANUIPAC n1RE0 HOi180 aiA1.L as T 1 BOLTS SEISMIC READJUSTED WHEN DAG. pXDR &W, OR WOH'IT WILL ADiVBRSELY APPW1' 11212 URE OF T= m�51m ,� x PIER MANUFACTUREVINGUI. C� LrJ I io t� [ (1 ,< la THOS 1Y1= IS ADAPTA= TO IrANDARO HOEAM MAAONIRY BLAClrC HERR. OUTLINE OT Moeui C� C� C� L� or Mos►la j © 11. FOR ROOF L rM LOIAD/ OFUP TOO PAF, THOS POUNDATION SYSTLtM MAY F.D WITH THE MA/BSR OF C P. C I I 1 I ~ ' �H I 1 l lt»t1C PIER>a Stl01IM ON TA= PLAN. HOWVMWWWMXMM=M30MWMAYRSW=nMUW ' . -�- -I- TYPICAL BEAM«►ADaRnONA►[.rrANDARDPADANAt1�.1�ePairnAAPEatTHRMANUPAICTT�R'ALNn'Aur►noNwwvA1. DOUBLE WIDE TYPICAL SINGLE. WIDE TYPICAL '� 28' OR 28' � _�,�ATI�N � Ng, �.: CONNECTIONS PLAN LA N O t t O S C 0 l P 1. THE PO WMT M PAD MOWN ON TIM PLAN IS A PRECAST OONCRRTA FOUNDATION PADS THE PLYWOOD FOUNDAZON PAD MAY BE USED AN 4TUNA»• DOUBLE WIDE MOBILE COACH SINGLE WIDE MORILE COACH Scale: I" 10' Scale: 1" - 10' ! POIJNDAT:ON PADA SHALL pE PROM LR1tp.1JND1f'l�tBED ROIL. It to IN ovr#M2E rm CHIMm S. �I'�ij �• NOTI: STANDARD PIER FOOTING SPACINr~ : AMA DR CORNER WEAKAGE FOR MORE THAN TRIPLE WIDE UNITS, SUBMIT A r.11YQUT TO THARP & ASSOC. FOR AP'?ROVAL PER MOBILE HOME MANUFACTURER': $' �. 3000 MAT 38 DAYS M TERM AND 111AMIPAIC'tTJRRD BY:L'ARLLTR WEIONT OOIICRSTE. INSTALLATION MANUAL STANDARD PIER A FOOTING' SPACING CONFIGURAT13N SHCWN 1S THE M1N:MUM k PREABRREDPADOMNTATMWHERREVBPOSSIBLE PER MOBILE HOME MANUFACTURER'S NUMHER OF PADS RtQW'►.QED. PER!@NDXXgM TO THE OOIA�W BEAM (AA SHOWN ON THE?LA 1NSTUTATION MANUAL CONFIGURATION SHOWN 13 THE MINIMUM IMusr r a WHERE FIELD CONDITIONS RIDQUDI R PAD ROTATION. NO MM THAN HALF Oil "! PADA IN A CONFI �1 OF PADS REQUIRED. W Ur ■ 1 1.14' K!ti TVAVSR/S U�.'S CAN U !-' I'ATED 8O THAT THS LONO DRAPMON OP T19 PADS IlU?ARAI L9L TO ♦ ' � 1-- 4' •• •. BEAM.. .r... . _ 4. JAD 3/4 WAR A.P.1► 4m EXTR m E.S.D.-83 cc Pi,UO'JB.w x:T, • QA 397, PRF- lit STS :IMs[ai 1. MA7QMl1M LEINOTH OP EIIVOLE WIDE COACH - W FEST. 3.5' 3 MAX MUM LE NO'TII OF DOUBDB WIDE COACH - 70 MT. 4%4-4r4 VVr 1 • _T T S. IJMM APPROVES BY THARP R.1i8= nA= TO RJDOS HEDOHT NOT TO B =IV . t. S PRET POR 9D1OLS WWW COA0W w110 FEET PODOUBLS WIDE COACHES - PRECAST C❑NCRETE a R 70' H3 PEST POR34'.31r, 43 VOUI11A W=OOACHE0 4. FOR TRIPLE W1106 COACIMS, POILOW SASS PLACUMT PATTERN AS SHOWN ON THE DOU KE WIDE MOTILES FOUNDATION PAD SCALE, 1' 1.5' ORONO 5• MR ANY COMM SM UMER MAN AS MOWN ON THIP PIAN 09 It>3FE1U1NC M ABOVE„ THE PIER AND PAD LAYOUT SHALL BE REVIEWED AND APPIbOM BY DONALD It TFIARP A ASIOCIATES. • 3/4' PLYWOOD SHEETS 1. RPACINO SHOWN ON THIS PLAN ARE POR COACHES W1T11 10 RM AND 13 INCH BEAMS OR I INCH PACO SCREWED TOGETHER WITH CORRUOA»0113BAMf. 30'x32'x3/4' 12 M8 x 1 1/2' PHWS PLYWOOD 1 ANY OTHER / WCH BEAM IS NOT TO CANfIL EM MORE THAN 6.0 FEET ON SACH END OF UNIT AND SPACJNO OF U U= PWA CAN NOT V=XD 17.5 PES% Dm Do 6' _ HOLES FOR �►iA 0181. SEISMIC PIER AND 1/2' x 2 1/2' C.B. 49MOO AILD iA1M �-- FOUNDATLDN PAD CODE AtCDOMt A►r010vEpcc T /� 18xr�i.rvooD >< 18 30 SUILIM to COMIK7104 man 09i0$I�i'i r�p , • �, . . . DILL. 0.r+�.eis. w aWpm 4A/ .wi " r iiN1Ur 1(0• Ca34$I / '' J iicoo As< Sbm p Mppmc SW b" OW 040 460 Exp ELEVATION ,� � oo& WIT � NOT TO SCALE Do, be"41-1-.tADawcommiftonnN ~ \ ��,• �'vt�, C� ANoa `... 321-C�� • job 95-36.. ' ALTERNATIVE PLYWOOD �o� � 43�8 •,, �1 lAlrrlrM ShM Q) < F NDATION PAD vj%W. au. SCALE 1 1.5' `'� SOONER IRTSMAL OF � A, vowel �G Z6 Ze�sc STATZ SUBMMAU M�30-01 01 1 �r• •• • • M Jt M I�SIt OM M� MMN NIRRIMR