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HomeMy WebLinkAbout061-031-015p• p a. 5 o u ,o., � ` L r to .o CL rL a �. �� i zr A7^// `° G O '-► L3. F!CD a- .1 C ~ C C -moi f1wQ pp~. c. 0 p O �0• � UGC � p O ` � cr M ti rL CD .r a.. .. ..: w CD i �- CD kttRw {w wix � 1 N u �V - — •tet- _•• t-,-.. a IwYar (nayys. rL.r Gas Gr yer )�... Or in O�r.l ee 6•_11--. 16'-O' - - P _ --rya• 0• _ 114' L.� v:arcr Sn1cs 1 �. Eicc tr Deal Ma_i-a 10'-li 114 ` LorY, StBEYALI i -71650 1 - -- I'- - - 4 - - I - -L --! ---.I-----L _---j--- ----- --- - _ -- --- i -BEAU 4508 �45B4588 4500 4500 459 —, 8- - UJ UUka 37•-2 516 r' i BEAU + h -+588 -- 4588- ----t--4588---�;--i-._4500 -►UATfN6 LINE -- _ x J s c 45M---r•--*-----4509-.-r-•. •--(-•-•^4588 .-r.-.-.- - i508 45 .-.._- •-.r=-f18-._4588 .. .._..�..` --••� r t� I DEASd r 4588 4J88 -'- -'- - -- _ 1 y J L _ � i f I I 23°••6 SID i i, I i I I I I �- `• ru - I i 1 I i ! t i �,,,.• � i' ig o i _. F -- 4508 -i-.-. a -.- 4508 -' 4-^- - - _ -•-'- -'- - 4500 m. 1 -DEAR r 450@ 4500 -^-.^.-^.-.^.:4588^- 4588 -.-.-.-.--i-4508 J 51DEWAlI r L---- - t658i_ 1Me4------- _---_-----. .� _------- -- - L LJ W-2 518 i r 21'-2 ars ° Pitt FtAM"f 0MAL AMS L . 1. fhis p(av has been calevlateJ rite a 20 pooed roof IoaJ. 2. All I-Dcm piers have a naaimum spacing of 96 lefties ole with c%J piers located no more tion 2-8 frail each W of the I-beam.; cv m 5. Scc lnstall>Itiov manual pa463 44, 15 and 18 far picr ienfl4uratiaas .• 4. Altornate rwcthads of favndatlan sal tic Jawn cve5srnstfon wily be used is lieu of the 0 _ t:haMpion Installation laanval Fr oridsJ th. method hay ircea dasigaed`and stjlapeJ by a i iojisttrod Arckitcct or Egivccr anJ the method insets'local and(orstate boifdio4 toles. D -. o -5. All J?aienaiovs tat on from rear ed3°af floor. x8fE5: SERIES Southwood _- }154EL VU ail' aiJLS�I} SIM CHAMPION HOME EO L®E S CO. 1 87 Curtis r.o M iib, = I' -D, lli4f - li 840 prim HVE,'P.O. BOX 429, LINT NY, CA 9324? �lfE 7—I=s7 PIER FOUNDATION f McMD m -i UIHO-1 O Z--:m zm 70 D m c -4 D H z co 0 H c co I t a �J r r r D z --i O 0-AMCDa[-.jm . .. ., -L 'tSJw CD m d C9 (D O'Z � 00 Q 70 A ix) CS) SCD Cn Lo —i ww . ;Oltl H �I m 1, k M i I I h'1I Hl w ' r� f : � r SYSTEM WERE COACHES ' DOURLF/MULVI'LC COAC14ES N E..'_Z iT�+,r�-i E _ DOWIN IN SYSTEM E= 2' wN. / 'ti' MAX. E•- Z MIN, / 1 V MAX. EVENLY ;PACED BETWEEN .f { LL DESIGN LOADS"� _ IL *WIND I-0AG --- 15 PSF t I. THIS TIE 'lOWEt >i5 EM I$ DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL SITE_ 'WITH NO '.XISTING SOIL PROBLEMS RIDGF BEAM-SL+PPOR'f AS REQUIRED DY MANUFACTURER MINIMUM SDIL PARAMETERS: TYPE 5 COHESIVE SOIL, WITH MINIMUM T 'trPICAt) C, SO4L DEARING CAPACITY OF 1000 PSF, f 2. CHASSIS BEAM SUPPORTS SHALT_ BE LOCATED ANC SIZED FOR THE LOADS C L AS SHOWN IN THE "MANUFACTURED HOME INSTALLATION INSTRUCTIONS". ; E-7 TIF SUi'PORT PAO - Lr , r - (TYPICAL) 3• ltd AREAS '�'t1CRt DIT!'CT�ENTIAL SETTLEMENT (DS) , CAN OCCUR, i 1) 13 -j I x tddNUFACTURED NOME SHA1i _ BE READJUSTED WHEN VS s-xCLE.DS 1,4 Z- ----- ;- ..- - - - ' f ` f-- -- et OR 41cHEFi IT 'evil i ADVERSELY AFFECT ifOBILc HOME UNIT. CHASSIS QEAM SUPPORT PIERS --SIZE AND SPA IN, AS RFQIIIREO BY 1µC HOME MANUFACTURER 4 THIS PLAN IS INTENDED 10 BE USED FOR MANUFACTURED HOMES -> UP TO (3) `SECTIONS IN WIDTH. CONTACT THE DESIt.N ENGINEER LENGTH 7 _4_ Ni1M8ER_Ct E Z TIES g.,.. 7F HOMIE 18 NT 21''HT Z5 HT t8 HT 56 HT FOR DESIGNS OF 1AANI.IFA! T!JRFD HOMES OVER (i) SECTIONS WftiE:_ - _ - _ _ 040 , -_-4- - --4- - - 4 -4 -- �'— � c� 5. STRUCTURAL SIEEL FABRICATED ACCORDING TO RISC SPECIFICATION. 50' 4 4 -4 4 6 ' WELL` ACCORDING TO AWS SPECIF IC4TI0ltS. ELECTRODES -370 P[ ATED•-.AaTM - -- - - w 60' d .:d_ A36. 80LTS=ASTM-A307, : : 66` d 4 d 6 H €,. THE E-7. TIE ASSEMBLIES ARE CAPABLE OF THE FOLLOWING LOADS: ->10 d 6 NFIGH_THORI ONTAL YEMIKAL UPLIFT ^ 2010 (1b) 6000 (Ib) 69, (lb' ci J 1 1625 (Ib) 6000 (Ib) 801 (Ibi STATF APPROVAL 25" 1 510 (lb) 6000 (lb) 664 0b) PROENGiNE£RE� T,EDOWN SYSTEM ?YS" 1419 (Ib) 6000 (lb) 629 (Ib) 3G" 867 (Tb) 6000 (lb) 3B5 (Ib) APPROVE D SI JECT TO CORitEFECTIOTJS VOTED !. ALL METAL COMPONENTS AND ATTACHMENT ITEMS SHALL BE PROTECTIVE Apreovai does so -,t eatl<o,izf Lr OPprOvo aey orr"5'0n o1 - - COATED. d_roanon ir om r rrmeats ofA: Ca3 le State )-aW mid 8. WHERE. STAND 1SPLACED ON EXISTING CONCRETE SLAD, 1�7" SLEEVE regulACont. a ANCHOR OC�LTr MAY BE USED TO SECURE PIER BASE PAD. taatT` CT !mA EN a, pepartn;rnt e1 iiaV:Z r E N Dcr•^.!�•,al�r:t 9 ATTACµ1Atr+T METHODS FOR "C" A "J" BEAMS SHOWN ON SHT. J2. {!+SG"O,CQt?��i�ci:, " in 10. THE LONG DIRECTION OF THE E -Z T ti. PAD (3.'"} MUST BE INSTALLED DY - ll: `: PERPENDICI),PTO A- # `AAM_ i,snat�re, LN THIS TIE DOWN SYSTEM MEETS THE REQUIREMENTS y r, AHISCO.0139 GUARD COWANY OF SECTION 1336.3 SUBSECI" (a), c, 5241 FLORTN - PERKINS ROAD >t SAGRANTI~ M, CA 95823 WAYNE T. 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