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HomeMy WebLinkAbout072-450-003 COUNTY OF BUTTE - Department of Public Works 7.County Center Drive, Oroville, CA 95965 OWNER -BUILDER VERIFICATION Attention Property Owner: Phone: 916-538-7541 An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your.building permit. No building permit will be issued until this verification is received. 1. I personally plan to.provide the major labor and materials for construction of the proposed property improvement P<Dx no)' 2. ave "e not) signed an application for a -building permit ur e proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City " Phone 'Contractors License No. 4: I plan to provide -portions of this work,.but I have hired"the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No'. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security Date -77-77e2 t NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are ,per- mitted to issue the permit. COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to.provide the ma' abor and materials for construction of the proposed property improvement(yes r no)' 2.-1 (have/ ave not) signed an application for a building permit &�Proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone 'Contractors License No. 4: I plan to provide portions of this work,-butI have hired -the following person to coordinate', supervise, and provide the major work: Name Address City Phone Contractors'Lidense No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide .the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Securit �° er Date -7 7-) NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. I _ n N ds 3 o� NOTE: ---AH Materiat, O rkrnahjfi1p78tiall -8e•i 3 N �� 1 � Accordance with Recogni d Good Practices and of a quality prescribed for he Speci€ied use in the\ (� ;� moi- tCA Uniform Building, Plumb! & Mscl,anical Codes and r the National Electrical C o. This set of pins and specifications ttlllST be + kept on the job at Atimes and it is unlawful to make any changes or alterations on same without written permission from the Department of Pu. b Sftrks, COUW.W Butte. Q�r. SA31S ,.! J• of structure & z N �_} -c��- equipment shall be as Shown & clear of an easems►�r 13 (T z. LD it 1 s Ztb � 1 17 1 W - ev JL . 1 s� - o A' � a o _ LO t4r S i Z el � - _ � � � %� '' ,9`•. � h \\ X15 o '�bf; . t s 1 k s DOUBLE WIDE PIERING WORKSHEET Qu��I Jr6 3 o PSF•ROOF LOAD PLANT#_ �! pMODEL: SEE PERIMETER PIERING • SEE NOTE REQUIREMENTS TABLE . • ' SEE MATING LINE PIERING TABLE -o �fRONT OF SEE PERIMETER :•- UNIT -'PIERING REQUIREMENTS TABLE AL FOH OF MAIN RAIL SUPPORT NO 1'E: SEE PIERING PLAN DRAWING IN INSTALLATION MANUREQUIREMENTS CAPACITY AND FOOTING SIZE. . MATING LINE PIERING TABLE` RIDGE BEAM INITIAL POST 1ST INTERIOR 2ND INTERIOR 3RD POST OR 4TH INTERIOR f0RTRPOST INTERIOR BEAR POST ALL POST LOCATIONS AT FRONT POST POST •! . y , . < {js�j PIER LOAD CAPACITY It16 nuNIMUM �! .�• �� . �� 6�c.Z$ FOOTING s1zE a y )I l L{ Xit . `� X �•-- iii sites alue. If soil conditions a itof nr see the piecing plan drawing based n 1000PSF soil bearing v C NOTE: Foot g or the Home Tech ical Installation Manual for method of ca PERIMETER PIERING REQUIREMENTS TABLE , DOORSIDE WALL" ROADSIDE WALL` PIERS REQUIRED '—"-- . JAMB STUDS r IAS r ��•� It u Z!'7 e �UG� (4 i ' 7 DOOR OPENINGS 2r7 —D f t) OVER 24" MASONRY FACED %% x2 r u l f / � i.v t FIREPLACES IN OVERHANG OF FLOOR . PORCH POSTS AT RE - ......^V -r% r.nA#AI 1 1n►utl.1 �. HEAVY APPLIANCES U- s IN OVERHANG OF FLOOR `DIMENSIONS ARE FROM FRONT OF U • . '•.�;� ;.' � � .z.` � tip_ •• ... Jam_ -S-129 VBG Iry FT -ADDENDUM NOTE I 4-30-93 fFOUNDAT i ON PADS MAY BE ROTATED 900 PROVIDED THERE ARE TWO PADS IN EACH DIRECTION. LE a_. - - - -�-1 A v, r ;•GENERAL NOl_E5 u i+ i. DESIGN IDADS: -ROOF LIVE LOAD --20 PSF FLOOR LIVE LOAD --40 PSI' WIND LJAt:--e MrH EXP. -C. SEISMIC ZONE --4 Industrial Testing International N 2. ,THF DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD. WIND LOAD, A•I- SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDINGS WITHIN A SPECIFIC Lr ,:oL AREA. Listing NO. 17-1247-02 � GHF-7 Stand a )• 7we, roONDAT10N IS FOR PLACING MANUFACTURED HOMES CONSTRUCTED WITH LONGITUDINAL OR CROSS JOINTS. v N d 4. THIS FOUNDATION PLAN IS DESIGNED TD BE CONSTRUCTED ON A FAIRLY LEVEL, S!l'E U WITH NO EXISTING SOIL PROBLEMS. S, fOU1 DA7fON FOR-rLIASSIS'REAM SUPPORTS SHALI:'nE LOCATEO AND SIZED FOR THE r TTI '•-+ O LOADS AS SHOWN IN THE _MOBILE HOME INSiALLATION INSTRUCTIONS.' � IN AREAS WHERE DIFFERENTIAL SETTI-biENT ID.S.1 CAN OCCUR, MANUFACTURED HOME THAI nE R DJU$TCD WHEN D.S. EXCEEDS 1141• OR WHEN IT WILL ADVERSELY AFFECT MANUFACTURED HOME UNIT. 6ARRY ALL r00TINrS DOWN TO FIRM, UNDISTURBED SOIL, FOOTING$ ARE DESIGNED FOR O 1000 PSI TOTAL LOAD SOIL PRESSURE ASID SHALL BE COMPATIBLE WITH LOCAL SOiL �'�`' ro CONDITIONS. j- --.-- ----._ ____. !. CONCRETE 3300 PSI a 78 DAYS. AS -- TESTED AND MANUFACTURED BY STARLITE .WEIGHT - 2 X 17 0/6 WWF / �(?NE T)AY70N SUPERIOR F -6Y IOR APPROVED EQUAL) Jeremy R. Coombes i.r CONCRETE IOR APPROVED EQUAL): +OR APPROVED EQUAL/ 70`Xi•3/E" ZINC COATED FERRO). tOOP :NSER1-•OR TWO Quality J4SSllranCe d � + Q y Manager S. STRUCTURAL STEEL FABRICATE ACCORDING TO AISC SPECIFICATIONS WE A t/7"Xi•)!><'' ZINC COATED FERRO). LOOP INSERTS FOR TO AWS SPECIFICATIONS. E WELD ACCORDING LECTROOES )]0 ;LATES -ASTM �)5 ANCHOR BOLTS --ASTM _. RIDGE BEAM SUPPORTS --SFE LOCATION DETAIL ABOVE. A307 BOLTS SAE GR.S =ASTM A449 = ASTM A3725 — AIt10E PFAM SUPrORT PIERS - AS REQIIIRFO itY MANUFACTURER'S PRL•CAST PAD - RETNFORCINC DFT_5 _ -= - — 10. TI1F Cl+f-•1 AND RIDGE BEAM SUPPORT ASSEMBLIES Sii f I 1TF I.ISTEO ArtU INSTAILATIOIJ 11ISlRUCiIONS-` 1N. 0.50'. INhUSTPIAL TESTING INTERNATIONAL FDR THE FOLLOWINGt BEMAJ R LOADS: LATLRAL -MAJOR SEE fIFT1AII fHl$ SHEET - AXIS 950s MAX. MINOR AXIS 600e MAX. VERTICAL --6000r MAX. I, i a Cmm"•c•�I :3Rc:1 s :0 J. nrzwC .n ..R�r"o•...o,..i,,. �.u. 1T1 _ _ c e' T Y P, ---:r k.ncaron system. s €ovlaanon s.s"m ^un _ snap .M/"r ule Y/I1'r CfxM, wC/0. Ire1 �-- ' t�e OICv+crC .0 'no en€orcrrnax asener A r r 4 O v F 0 manvnc.:,rer rnav a *'Ancauon sys:rm r NUC/ ro re"C'x" X I + don n n minwix on et9lItJcwm f1.nnr Gra a1:Cn PRE CAST CnNcRfTc TADS-•TYP, + -=an rtyv ac .r... ww�..� .N..—... Rry SEE OE (All' T II IS StIFE f !'� I � � ""T'- �rlloanv s+e +a:aAauon NOTE -, rotrtr : yageeanm rys►ms *<*r r FOR DOUBLE OR TRIPLE WIDE UNITS, scrc*wee >r :ne ertacrmen aerncy or _ Ter FOLLOW SAME BASIC PLACEMENT aeoar,merx vvvpms wao oe h h. ...w..�.rc�-,,, y,�"•„• i PATTERN IN EACH ADDITIONAL MODULE. 7eoarmwrl snae ae ar_evra a r.er 0-0". uu'• T`; P - K1C€L kn1ef11 Kenct as aecra-ve'01 ;M ^G 7Vt31 ¢.. C'oolf •w slwrapNype f of octan► g a 'M'Cz"n c, ,;n : eml..nen €nw ADDENDUM NOTE C v11 bm anc a s+cru" an Cxear,erl to/ ra Fancana+r,r om owns arw sucoortv+g Cara may d SIA rMULTIPLE-UNIT n+CWrea 10 W srqnM- 0v a CaWorrus hcens»a ,� - MULT I PLE-UN I T ( 4 OR MORE) arxlee « _ _ _ € X Dr�MSlOrta+ enpnew 'V. Fkr. L. 4 —'- 1 , �e"Sq. 20" TVP Q i INSTALLATION IS ACCEPTABLE PROVIDED fs _ i 1--"fT?- I n i I 1 S THE PLACEMENT AND INSTALLAT-ION PROCEDURES FOR THE CHF -7 AND I ( FOUNDATION PAD ASSEMBLIES ARE r FOLLOWED PROPERLY: DOUBLE WIDE FGh 1 •_FOVKDATIO---� __ ... .. _.-_." . N)N BEAM ANGLE 6' LONG TCNF-1t'•5 . r$ 2-,,2' 3116 � e 21.r STANOARO PIER .�L t r/ ii" i K :ANO PAD ,"C• 13EAMpEEA51� n -)/6' x r 1" BOLTS -FIELD AA:-L.OLES 3 3 r r RIGHT S B EAM TY PZ CAL PRFCAST_FOUNDATION'--PALO.r rAC1ix 3116+ I rO EXISrl►VC ANGC `x _ or f ` c a 1/2•• r,LTSONC. EXISTING MOBILE COACH NIN BEAMS MFES ' _ HF• i %' O piC ! STAN 1• jjUJ3 n) -- WILI THA H EXISTING PIER E p40 - -^- WITH GHF-T PIER P UPPORT PER ,. _ - � .. ._ _ :.. _ _.. _ - THIS SHEET 1 TY ) _ U` >,\ LNSTAL A'rT ..—_—� � � CAUFO� ..rJ" AND ..C.. F3F /�M Cc)NS rEZt)C'�IO[V _I -, 112 SCALE ' A DDENDuM N �T E -30- 93L I THIS WILL CERTIFY THAT THE SUBJECT MATTGUARD GHF-7 SPA `- Ill MAX NO. E+0 -IF IS CAPABLE OF WITHSTANDING ALL RATED DESIGN j- LOADS. REGARDLESS OF THE PIVOTAL CONFIGURATION OF THEz 1 rD.c.N wrw•1 URN)• r/re 1 1 SRN G1.F WIDE ' '�" `•+00€TLE1 UNIT. THUS, EVEN AT A FULL 1800 NOTATION BETWEEN THE TTE COUNTY ~ HEAD AND THE BODY OF THE STAND '71E GHF-7 IS SAFE FOR /�R{� w , t , _ `SiLSMIC KF'L'IZc_)E L r PLAN / BUIL �• € t. ALL RELATED LOADS. THIS CERTiFICTTION IS PREDICATED BUIL INCA DEPAR�'ii� �' + , i UPON THE PROPER INSTALLATION AND 71GHTENING OF THE UNIT. rp + I etf! YMINn•IIINI e1 .N A i • F R 0 � V E � MATTGUARD 16 _ _ EVZM__,'r.�EN r F=ouNos� T i ry m _ INDUSTRIES, INC. NC3'r F= -- O SYS'T EM -rYI t t:A1__ II_C)IINL)A'T'Ti_N_,SYS'F'F_M --- _ . _/VF•i"tOVF D 6 :_ - I;:XI_;1 LNC. C:C)ACIFF S t-1AY Rfr- RF7_'wrRCUF TT'T'> D TV StIA NO C�i{i'-7 <60t E) C; t.S) Rf:ES2s r E; I_: CiM2C ro P. S F3 S.�.S rAL.I- CN(+ 1-800-322-247<) t:itl'- 7 11r4 r f"S F'r-K ELS CC;Fi'r ADDENDUM NOTE �+-30-•93 3TNc:i..i-w C:�l= c:OACIi 1'N[-t:ANC:F�1:'I'T; 11Ai);3 Pr,R 11 T r I., a11C L .. _ THE ABOVE SYSTEM 15 SAFE FOR INSTALLATION I N FLOOD PLAIN AREAS P R F_ - C A S T- C C3 N G .� E_ r E IN:;'F'/`.I.[. r T?:2 "SI.LSMTr: F21:'1"Rt)1'Ta'T' F'f,AN PAC) FOUNDATfON WHERE DEPTH OF FLOOD LNC, GOES NOT EXCEED THE HEIGHT OF 2.31. ADC'ENDUM NOT 4-30-93 € I K.,. <s ,,.•.� '• 1011-10, — C g�1a`aTyc�F SurrE BUILDING DEPT 44 OR _ESS COA .HES WILL REQUIRE 6 OR FEWER GHF-7 UNITS ON PADS. "•" z' "' L •rv•trN tr +... .• THE 18' SPACING WILL GOVERN TOTAL NUMBER REQUIRED. wILL1AM A. $OM4IERME�F,R. b:L Ef?GINEFp SEP ii73•D FI Croina Roof • Arr-oro Crside, CA aWZO JtJ� OCE 11654 ex .12/IUi2 IOai +.19-5)1)0 Shy .r_ L of I S1+ 1tre a - L hall BeN jin kmenshlp S i ..All Male Practices and N47E Good Accordance €tecpitied use in the eseribee Sp art`cal Codes and This set of piaci 'p#f(ttitf�i;3US1 6e of a quality pr & AAecia\ kept on th a es ario`It is unlaa�Fal to lJnifprm' Buiidtng, Ticmake any changes or alterations on same withcutthe National Electt�ca. .�. Wfitten permission from the Department of Public Works, County of matte. l14 0-,oiXh� sa��ts zit+ ' Location of structures &' (' raHlS h {�`��•--4 ,t equlpment shall be as shown - — p•� ,a 89( 4-4riNN & clear of all easements. aG) Z ipl f Fif____ 70 LO 4 M -pp S -v It I ; zd Zn n Qn4H mi DOUBLE WIDE PIERING WORK8HEET 7n6 £ S6 PSF•ROOF LOAD PLANT` 1 "MODEL:7 • SEE PERIMETER PIERING . SEE NOTE TABLE REQUIREMENTS �• •.�� •..� �..� � �� ..... .�. w. ♦ �... ,..•'� V "'�� �"' �� it i ---SEE MATING LINE PIERING TABLE I,,,_FnONT OF SEE PERIMETER UNIT _. •--MERING REQUIREMENTS TABLE I W 1 NG IN INSTALLATION TION MANUAL FOR REQUIREMENTS OF MAIN RAIL SUPPORT NOTE: CAPACITY AND FOOTING SIZE. MATING LINE PIERING TABLE INITIAL POST. 1ST. INTERIOR 2ND INTERIOR 3RD INTERIOR �J7H INTERIOR 10R 5TH INTERIOR IDR POSTALE BEAM POS RIDGE POST POST N POST PO POST LOCATIONS AT FRONT f , . PIER LOAD /83'(��. /'7 L8 =CSO `- CAPACITY IN LBS. 2669 l _ FM UM OOTING INIMUM SIZE a �l kr I X a �f X 36 x. Z�{ bx-S NOTE: Footing sizes based n 1000PSF soil bearing value. if soil conditions diof fer see the piering plan drawing or the Horne Tech ical Installation Manual for method of PERIMETER PIERING REQUIREMENTS TABLE PIERS REQUIRED OOORSIDE WALL* ROP,DSIDE WALL' JAMB STUDS A'F Z/�'l DOOR OPENINGS '7td`l UvER za MASONRY FACED . FIREPLACES IN !til Ct J�2 /l fry SP�G�;✓ce OVERHANG OF FLOOR PORCH POSTS AT RE- CESSED SIWALL WHEN POSTS•EXCEED 42" , HEAVY APPLIANCES ' V -4N IN OVERHANG OF FLOOR i'DIMENSIONS ARE FROM FRONT OF UNIT. X•S•129 1x80 :. ADDENDUM NOTE 4-30-93 1E 41 - 41 •FOUNDATION PAbS MAY BE ROTATED `900 PROVIDED THERE ARE TWO PADS iN EACH DIRECTION. 69 1 F t x s P _ 1 _ $f t- - F, fA - - f=►- - fi}- f to �, _�•ENERAL_ NOTE' I T. bESIGN IDADS• _ROOF ( IVE LOAD --20 MF FLOOR LIVE LOAD --40 M5 WIND L_'At)--ar Lu+ WPH EXP. -C... SEISMIC ZONE --r �. M 2. THE DESIGN LOADS SHALL BE CONSISTENT WITH ROOF LIVE LOAD. WiND LOAD, A.•+' Industrial Testing International 'tO SEISMIC ZONE AS ESTABLISHED FOR PERMANENT BUILDINGS WITHIN A SPECIFIC LI ;AL AREA. Listing No. 17=1247-02 3, THIS FOUNDATION IS FOR PLACING GHF-7 Stand C G MANUFACTURED HOMES CONSTRUCTED WITH tU IONGITUDINAL OR CROSS JOINTS, I j d 4. THIS FOUNDATION PLAN iS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL Sa•E G U WITH NO EXISTING SOIL PROBLEMS. S. "rOUr+OAl10N'FOR "r{iASSIS F1EAM SUPPORTS SHA1-t. tiF LOCATED AN SHED FOR THE iTI ,1 O LOADS AS SHOWN IN TNF MORILEHOME INSTALLATION INSTRUCTIONS." 6. iN AREAS WHERE DIFiERENTIAt_ SETTI_E-MENT (D. S.) CAN OCCUR, MANUrACTURED HOME •rt U SHALL RE READJUSTED WHEN D.S. EXCEEDS 1/4 OR WHEN IT WILL AOVFRSELY AFFECT MANUFACTURED HOME UNIT. ' 7."•CARRY ALL rOOTIN(,S DOWN -TO FIRM UNDISTURBED SOIL.._ F IN _ FOOT G5 ARF -DESIGNED FOR 0 1000 PSI TOTAL LOAD SOIL PRESSURE AND SHALL BE COMPA1113LE WITH LOCAL SOiL 1" CLQ'-- �/'� •� a1 CONDITIONS. _-_ca 1 •"`'' - — --- ----- ,1 e. COr+CRE rE 3300 PSI a 78 DAYS. AS TESTED AN MANUFACTURED r T- 2 X 17 • 0/6 WWF �(iNE DAY P 1 - Jeremy - - -� >~ CONCRETE TOR PP 0 NUFACTURED BY STARLITE .WEIGHT TON SU EP, nP. F 64 iOR APPPOVFD EQUAL I y R. Coombes APPROVED EQUALI. OR APPROVED Epual 3/4-X1.31!•' ZINC COATED FERROI. COOP !NSEPI.-OR Two Quality Assurance Manager `° 9. STRUCTURAL 111"XI.3l+t' ZINC COATED FERROL LOOP INSERTS FOR g G.. URAL STFEL--FABRICATE ACCORDING TO AISC P TO AWS SPECIFICATIONS. ELECTRODES --370 5 S7M RATIONS WELD ACCORDING RIDGE BEAM SUPPORTS --SEE I;OCATION,DETAiI ABOVE. A301 BOLTS --SAE GR.S =ASTM A44 :' `c'lTES--ASTM A36 ANCHOR BOLTS --- •-RIDGE PEAM SUPPORT PIFRS.. PR CAgj^ T 9 ASTM A3725 A, RFOAIIRFD AY MANIIFACiURER'S E FAD RE-T_N_r RC1NG DETAILS 10. THF iltl- q 7 ND RIDGE REAM SUIPORT ASSEMRLIES `SHAI_L RF i:ISTED AND "t AR miTAIL.AIL T Ir+StRUC►IONS-- 1" = 0.50' INDUSIPIAL TESTING INTERNATIONAL FOR 114E FOLLOWING EMA R l C LOADS: LAiERAL -MAJOR - SEE PF TAIL THIS SHEET AXIS 9501 MAX. MINOR AXIS 6001 MAX. VERTICAL --6000r MAX. la rvr+w.r a maneacv.e r+cnw..noorM,r Q .-. _. ._ « Gmma,�y :>•rCl 3 :0 Zw "VLAwc-,n a •.w,aN.ya •a.o...u. kS NN. I. i• -- e' TYP. '----4 buxaron swum, a taiwxtron -,rem :un smut 'SMW �.e s.rnr De 0rc`v ,.• t0 C714 ero0rcpmery aSenc/ �e aM1 1 monurac:rer :nav Drpv,a• a a •.♦ 4 0 V[ O - oveanon sysem •1100 10 rts.eoan rfo+r. RE CAS f GTNI'RETK PADS••TYP. - x � � ppn m n nlSlVla:gn insarucrorss, cr'a tan:m:cn .` swarm F. D E T A t 1 11115 511 F. E ( < -un may ar=0'M3T v 7M eu ..,.r L NOTE _ .mnC�cni F M+nesoon rfm pms • ary den `.. ++•,�..+ ...+ rw s... � ~. �....� �� FOR DOUBLE OR TRIPLE WIDE UNITS, aoc*rn►e by na erovcrm•n ae�^cv a 21e s.....+u...N, • FOLLOW SAME BASIC PLACEMENT 0e0arme e=aunc�,onsvnem{ aooroveo ha aN..«....L.,,.�.a{...„ p ,�� __I ` PATTERN IN EACH ADDITIONAL MODULE. �«� arul De arecrea w ftvv e••a o• Coois[bs1 a, .I+o.•oa '}---- ur" r Y P _ a>.crcnmern aSene+ as aecrwee 'w :M 01 a«a1g A C3"1v VC70n pe•nM -roan vs ces.gn - - { ADDENDUM NOTE .1r tour anc c7vgjorn an ra CoWWT rof 14 wcwnv I 4 - 3 O - 9 3 Fa.lcare» mem plans aro sucponulG cam may SPA NO�._(f . r:. • rscc or ro ra s gnaw � a t.aa►onra rc..ero MULTIPLE -UNIT (4 OR MORE) arr•taec « 'c Oroassdtal rrrr«. s1. My . •n•or E.D:r„ ��� w"S0. 20" TYP 5 INSTALLATION IS ACCEPTABLE PROVIDED )I THE PLACEMENT AND INSTALLATION PROCEDURES FOR THE CHF -7 AND I ! (FOUNDATION .PAD ASSEMBLIES ARE od 1 FOLLOWED PROPERLY. DOUBLE WIDE 7e�E1 * Fuk OlJNI7ATTON Pr.AN ' ,---- I- t { tw • S' ,J . REAM 2"srSTD CHF -7 2">31t6,ANGLELONG L 2i" (• STANDARO PIER i x ( AND PAr• OEAS-VA1 D • BEAM % 4 - 3/6' K 1" 80LTS - FIELD OA:,.L r.OLES SiDE BEAM TYPZCAL PRECAST FOUNDA-rip" PAD' I i 1 ' I TACIT 10 EXI l/ 6N ANC p - STING 1/2•• r-l7g ONG . -_ — fX151„iN; MOBILE COACH -' .r• =`� 4 I BEAMSU pKL)FE .a l 5` i I i3 n) a i _ •REPLACE EXISTING PIER 6-P4o - Wl rH GMF -7 PIER SUPPORT PER 1 THIS SHEET ITYPI F©% �Z`,,Q-', _Z,NST/�LLA-r1:C)N tOr -rAII_S 4 � ALIrO • • J AND C .-------------- r• •• BEAM CON S'IKUCI IOh/ a ...._. 112 SCALE ' _ ADDENDUM NOTE 4-30-93 EEI I� THIS WILL CERTIFY THAT THE SUBJECT MATTGUARD CNF -7 SPA NO. 60 -IF IS CAPABLE OF WITHSTANDING ALL RATED 'DESIGN i le•fNwerv.r r.laul• u•• 1 1Stnr,1.E w1ryF t�0U1-FI I LOADS, REGARDLESS OF THE PIVOTAL CONFIGURATION OF THE -..,.. UNIT. THUS, EVEN AT A FULL 1800 ROTATION BETWEEN THE t S I_ L S r -r I c� st F? -T' TR C) F r "r Y LA N HEAD AND THE BODY OF THE STAND, THE GHF-7 15 SAFE FOR ' y ALL RELATED LOADS. THIS CERTIFICATION I T" S PREDICATED I 1 rp UPON THE PROPER INSTALLATION AND TIGHTENING OF THE UNIT. - ! � 1 1-. {11 rO11Nna111N1 N•N ",,[�t�/j(���•xn� /[%J .r J, MA TTGUARD BUTTS COUNTY '•.....�r�oct Ol.n;u..0ar ot�•� � -- PEVkNA EN_T' F OUNDs\ r TON SYS'rEfVI INDUSTRIES. INC. -rY 1.' 1 t A 1 -- FUI INi)A_I `J___ Y i'i'F M _ IV CJ r r r � ILDI G DE1 rART�LNT ' • -1 A'1 fi A P- F (O V r D 6 :. Z -1102 }.XI`; t' CNC: C;t;)AC1-1r.S MA',' HF F2i�'?'Rt)F TTrr�b 'CEJ SYA NO Glir -7 (60CCl t.i38 ) ,�L C.�MZC FOF't:i-S r3Y INS'r'AL.i- CNC; E: LC,Cir t -BOO- 322-247 9 � "� ADDENDUM NOTE +=30--93 c;if1•'- 7 TIN r•r-.9 1'fiE2 :' TNc:[..r_-w [:<:OACii w }'r'C t:A:;'r t,t)Nc:l:rS'rt•: I'AI):3 Pr N, L'l12 i I ri{ THE ABOVE SYSTEM iS SAFE FOR INSTALLATION IN FLOOD PLAIN AREAS IrJ:;'1'�+,r»L p •• - TIE^. - / 2 SI_.L.�si2t: R1'I'RC-)Fwi'I' Csr,AN" PRF_ CAS r- CONC►�E_TE WHERE DEPTH OF F LOOO I NCI DOES NOT EXCEED TILE HEIGHT OF 2.3' . 1`^0 C F o U N D A T t C� e_ ADDENDUM NOTE 4-30-93 `I 1 KIT( [ 1 ^ • Ow.iwM .. •� �• 441 OR LESS COA:HES WALL REQUIRE 6 OR FEWER GHF-7 UNITS ON PADS. r ,�,��1�" 1� rf�^7L ruf i. •.,.•,L • - .fv'{r0 tr .,^... - THE t8' SPACING WILL C01/ERN TOTAL NUMBER REQUIRED. i! Y nII LIAM A. SOM•AERM YER.CP„L Er: .IN I , 1177-D FIMR•rl • Arovo Gra 1de. CA 41420 RCE I165e ex .IrCOy or- PuTTE 1 �� ”"' _ `-! _ ^+ . .. •, r31/rt?70�I 1.39-S31101.39-S3110n•Vm o..«,.o....... BUILDIN'IG DEPT l e I st, SE ... _ ft