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HomeMy WebLinkAbout065-120-05965-12-59 RUTH COOK 'CC' 4a 31IOa- 14892 Del Oro Way, Magalia jk'A-� W-111- I Contr: Wentland Const, Paradise Permit#270 85P,E(util MH)I 'LEG 3 AW A. GAS /V ffA— t ti/ /y p� SUPPORT STRUCTURE RE n.la k7 COMPACTION TEST REQ A10 - 65-12-59r Contr: Wentland d nst Co, =3aradise I (Permit#428-85B,E(new garage) f - 65-12-59 ,� � VERN STAPLEMAN�! Contr: Bay Area MH, Magalia ' Permit#1225-85MHI for 270-8571" Issued- j -A--�5 065-120-059 0 MIDDLETON, DAVID 14892 DEL ORO DR, MAGALIA Cont: REDLINE INSTALLATION NEW MH PERM FND otcu -rg ,. `5R I SII 15 U l amt J- i. Lo 9 !li RECORDING REQUESTED BY: 4 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005-0053831 Recorded I Official Rof Records I CoButte CAlJM J. 6RIJBBS I County Clerk-Recorderl I I 010:M 09 -Sep -2005 I REC FEE N.00 COWORNED COPY 1.00 BW Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, h INSTALLATION ON A FOUNDATION SYSTEM ^ , Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code k Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. DAVID L & DEBRA J MIDDLETON REAL PROPERTY OWNER/LESSOR 14892 DEL ORO DR MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-0953 (530) 538-7541 BUILDING PERMIT NO TELEPHONE NUMBER nto." bnham. wIj i-9ti-05 SIGNATURE OF LOCAL A ENCY OFFICIAL DATE GOLDEN WEST HOMES DEALER NAME (if not a dealer sale, write "NONE") 93-103-2273 DEALER LICENSE NO. HBOS MANUFACTURING 2004 8307GE684F MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER GIOR23N28189A/B 56 X 27 ORE454765/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSOR'S PARCEL NUMBER —..065-120-059 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. r, r ~ DESCRIPTION All that certain real property situated in the County of Butte, State of California, described as follows: PARCEL ONE: Parcel One, as said parcel is shown on that certain Parcel Map recorded March 6, 1972 in the office of the Recorder of the County of Butte, State of California, on March 6, 1972 in book 41 of Parcel Maps, at page 53. EXCEPTING AND RESERVING THEREFROM all mineral and/or oil, gas and other hydrocarbons lying within the limits of said land below a depth of 200 feet from the surface. PARCEL TWO: A non-exclusive easement for road and public utility purposes over a strip of land 60 feet in width lying 30 feet on each side of the following described road centerlines. BEGINNING at the West quarter corner of Section 13, Township 23 North, Range 3 East, M.D:B. & M., and thence following along the East and West centerline thereof, South 87 degrees 14' 48" East for a distance of 495.00 feet to the true point of beginning for the road centerline herein described; thence from said true point of beginning, North 9 degrees 42' 02" West, and parallel to the Westerly boundary line of said Northwest quarter of Section 13, for a distance of 931.34 feet to a point located in the centerline of Stieffer Road and the end of said described road centerline. Linda and William Brown AN 065-173-007 September 30, 2005 Page 2 Butte County Code, Chapter 24, Section 24-305.095 - Camping. Occupying or maintaining for occupancy any place for temporary living, sleeping or other human occupancy purposes. "Camping" does not include: The parking or storage of an unoccupied and otherwise unused trailer coach, recreation vehicle, or tent trailer on a privately owned parcel, as defined in Section 24-305.31; occupying a trailer coach, or recreation vehicle, connected pursuant to county permit to permanent sewage disposal and water supply systems; or occupying a trailer coach or a recreation vehicle for any accessory use allowed in the applicable zoning district. Butte County Code, Chapter 24, Section 24-305.451 Violator. An adult owner, tenant, occupant, resident or other person having possession, control or any other ownership interest in or the right of access to the premises, who is suspected or alleged to have violated or to be in violation of any Butte County Code provisions of the Chapters specified in Butte County Code Section 24-305.451. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active code enforcement program which provides an effective means of enforcement. If voluntary compliance with this notice is not accomplished by correction or abatement of the violation(s), enforcement may be pursued through the issuance of a citation to appear in the Butte County Municipal Court. Upon conviction, violators may be fined and a Notice of Violation may be recorded which will include a description of the action necessary to abate the violation. In order to bring the property into compliance with the Butte County Code and avoid further enforcement actions, you are hereby requested to take the following abatement or correction action: 1. Cease and desist camping activities on the property in accordance with the Butte County Code, Chapter 24, Section 24-260(a). You have thirty 30 days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions. Should you have any questions concerning this matter, please contact me at the address or telephone number listed above. Sincerely, Roy Wallis Code Enforcement Officer RW: ajf cc: Department of Development Services, Building Division R 's RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY 'of Document Recorded 9 -Sep -2005 2005-0053891 Has not been compared with original BUTTE COUNTY COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. DAVID L & DEBRA J MIDDLETON REAL PROPERTY OWNER/LESSOR 14892 DEL ORO DR MAILING ADDRESS MAGALIA BUTTE CA 95954 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP SAME UNIT OWNER (if also property owner, write "SAME") SAME MAILING ADDRESS SAME CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 05-0953 (530) 538-7541 BUILDING PERMIT NO. a TELEPHONE NUMBER , .0 kris, R�l�`P(I�l i —`)~l -� SIGNATURE OF LOCAL A ENCY OFFICIAL DATE GOLDEN WEST HOMES DEALER NAME (if not a dealer sale, write "NONE") 93-103-2273 DEALER LICENSE NO. HBOS MANUFACTURING 2004 8307GE684F MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEXUMBER G1 OR23N28189AM 56 X 27 ORE454765/6 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION SEE ATTACHED ASSESSORS PARCEL NUMBER 065-120-059 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PINK - Applicant GOLDENROD -Building Dept. DESCRIPTION ' All that certain real property situated in the County of Butte, State of California, described as follows: PARCEL ONE: Parcel One, as said parcel is shown on that certain Parcel Map recorded March 6, 1972 in the office of the Recorder of the County of Butte, State of California, on March 6, 1972 in book 41 of Parcel Maps, at page 53. EXCEPTING AND RESERVING THEREFROM. all mineral and/or oil, gas and other hydrocarbons lying within the limits of said land below a depth of 200 feet from the surface. PARCEL TWO: A non-exclusive easement for road and public utility purposes over a strip of land 60 feet in width lying 30 feet on each side of the following described road centerlines. BEGINNING at the West quarter corner of Section 13, Township 23 North, Range 3 East, M.D.B. & M., and thence following along the East and West centerline thereof, South 87 degrees 14' 48" East for a distance of 495.00 feet to the true point of beginning for the road centerline herein described; thence from said true point of beginning, North 9 degrees 42' 02" West, and parallel to the Westerly boundary line of said Northwest quarter of Section 13, for a distance of 931.:34 feet to a point located in the centerline of Stieffer Road and the end of said described road centerline. � BUILDING PERMITS NUMBER: 05-0953 Address or location of unit: 14892 DEL ORO DR, MAGALIA Legal Description of Real Property: 065-120-059 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: DAVID & DEBRA MIDDLETON Owner's address: 14892 DEL ORO DR. MAGALIA INSIGNIA OR HUD NUMBER: ORE454765/6 SERIAL NUMBER OR V.I.N.: G10R23N28189A/B MANUFACTURER'S NAME:HBOS MANUFACTURING YEAR: 2004 OFFICIAL APPROVING INSTALLATION: K� DATE: r]-277-05 PHONE: (530) 538-7541 H.C.D. 513C Z a� s : Abea zsee� r6st QZoaQ'aee,+:—attselanoa� trJ"teaane ruos3dT2Dff8a �Ty��97YlJ9g[ '`U14'1/y'F IQ 1 V41 '6t +x�+11+(t t01s11 �t1iiC111 JNYA \ :tltll: tl$>;' V ,1.19TIMi FV 613►tal (1111IVIIV KOU411t:J-n W131 lf3d St :sunrry 1a,KlC' 4771W 1n Aarn1,1 I•orb ,•,..,..,ti......1,,,. 341 ul,iI10JOW 1004 fa`4"Sp "0110J V41 1'tulnl,•t 1111hr In1 '+.11A it") ilnxlr:lnl 'A1t1:11( U I Witid ((\Y StU.altltfrN ' t (ItAIT 0:ts1. mviti Foil JR41• tt1c1A1'1 VAX) 'is lwrd m do xiiems L 'IKW 'ti Wo ro�pNM,4,',y IQlup y gnpN !0 lm,,w 'Nnl.Ll,jyllgN(L7 I'IRV(IIVA V k03 GSC-irlt-Sw ... 1,. t I „+Yr rnnadN wtn,1 I x + •Irl. ewr n ^..ww.,..y.Y••,. par „ap Ir MR, A 1'll!,. Q4 y' I ebd n- , r Ww.,\• 1.,�Lt�; h\ ,rµ, a^, ..• p.r,w..J I 1 • ••I+�It7l+r P1MNa98 P/�tlR7t• D1 i+tiQ�Ai�Ati) QD�"�1� .�.l�tl3D� �olPFttatctltAe m $9011.1 21 51139 1 cb•�oM•1 ••Co+O '•u Du I'm 1P�.'•pr puc ey Aw Bfn,IPA� t u I :�, l t1 1 IuelaaAttn .Vl Vplr,:w��'p41ae 1 •�1"0 •,,arl •: 111'tri j9ntaBK4l.t+tlu7�tUPif. pNy+MIYt411tAlmmAuit, up W.,I"lpvPit \u••,..vtn, ,a ••+„,�. rrrr, IGINYi/Yt1 Mill P1,40 payl lrlrc/q An Ival pile '1AndAuOol�q� • ' ••. •: ONIl Ns4lbHtl it tl�1101® , n4! n1r►„ p4711tW1 IBY1/!OY! lR ul0W6i All i+N+ •.: a..rYNN� I I <alib;hlc Ml INYI 0,11 ng �OfloOlAlPU r`v ' 1 Poo ltl?wMABUI al0101 441 01 pNQ1426905 nowsi (tlo w6u clelM (Bluelled owl 4n el' cw 01 t:■uw dnBua6+9f1 ”. VI paAP,a tulraulFytu r+vlNlnr'• ,IlaplAn AIM�IB'163 le Olson etll ton Ow v. IrnMl N,qq,, c -w•\ ...., .n.•. p4/N2dA4 Al111021111 ,'ntt, •trent• .. ❑•n Iru, u,<al'v II1/17/Irl �tl IY'Nt:>•�•• ' 1711111 10 ASw11� t10 N•n?' ,1.1111111M1tN� 1001IA$ 1.111,It11111'1 ' 119relia Aeasamla Au3eera' 1 �Ty��97YlJ9g[ '`U14'1/y'F IQ 1 V41 '6t +x�+11+(t t01s11 �t1iiC111 JNYA \ :tltll: tl$>;' V ,1.19TIMi FV 613►tal (1111IVIIV KOU411t:J-n W131 lf3d St :sunrry 1a,KlC' 4771W 1n Aarn1,1 I•orb ,•,..,..,ti......1,,,. 341 ul,iI10JOW 1004 fa`4"Sp "0110J V41 1'tulnl,•t 1111hr In1 '+.11A it") ilnxlr:lnl 'A1t1:11( U I Witid ((\Y StU.altltfrN ' t (ItAIT 0:ts1. mviti Foil JR41• tt1c1A1'1 VAX) 'is lwrd m do xiiems L 'IKW 'ti Wo ro�pNM,4,',y IQlup y gnpN !0 lm,,w 'Nnl.Ll,jyllgN(L7 I'IRV(IIVA V k03 GSC-irlt-Sw ... 1,. t I „+Yr rnnadN wtn,1 I x + •Irl. ewr n ^..ww.,..y.Y••,. par „ap Ir MR, A 1'll!,. Q4 y' I ebd n- , r Ww.,\• 1.,�Lt�; h\ ,rµ, a^, ..• p.r,w..J I 1 • ••I+�It7l+r P1MNa98 P/�tlR7t• D1 i+tiQ�Ai�Ati) QD�"�1� .�.l�tl3D� �olPFttatctltAe m $9011.1 t IC181 6 ���1♦ ll1 +N��"""/1� �� 4`4 woe 4 �1:1'I�A1N "t �1AV11 ru tttllcow," Valle n 1♦nrwrr6 W 590 .1�1'�kDa .d'41.11 A�.iQa J,L1119 M Ililc' MN m"In l" I` 017TESES f NO (10TWISN I 3N I Ia36 t7z :60 500060/90 r dM 51139 1 cb•�oM•1 ••Co+O l ,ep,oa•b I 1 t+o4n.lp •f .•a�0ur:1 1 •�1"0 p., !leer+• , op,.n+Itq 1N111f 1� f10':L �ne9i :g rr:,l, tl AA+I, t IC181 6 ���1♦ ll1 +N��"""/1� �� 4`4 woe 4 �1:1'I�A1N "t �1AV11 ru tttllcow," Valle n 1♦nrwrr6 W 590 .1�1'�kDa .d'41.11 A�.iQa J,L1119 M Ililc' MN m"In l" I` 017TESES f NO (10TWISN I 3N I Ia36 t7z :60 500060/90 06/09/2005 09:24 REDLINE INSTALLATION 5362140 %to bpla older dfl, 616163 Y-1'�itl3-aa DESCRIPT11"IN 83.68832 stettlof California, daec�ldeJ adtk;3t0 in fvllorettato County Of Dutto, pp in el lnrthe Vi it: ruC,t:''U pu,;UMofttjwn mi thatof 00 cuuntY,vCanot tu,�£teto Rip Calicutai.., on M:ir�h L, 197: in nook ,11 of MNpA, nt p�qc 'll. r4oAulea i116 1Naditle"UX aGJlALW oow otltvrhydrAnrboAlyrO withinilmIL" 01 depth of 200 fust from tha ,tu"'co. PAIICEI. Two A nun-c�Clusivn unautn.nt for romt Am! Inti1iO Utility Il rwTvoach vive a otrlp of land 60.00 fuot In vidtll ly D 10.00ton di of tho followtnq 9oseribcd road centerlinet pE(:IHHIHC AtUto trout guar Of cvfr.r of S•;vt ion 1 f, 'fwrn+hlp tD Novel,, M:,ngo l 1?e9e, M.0.8. nod tlionev follorany al',n9 ►ho Nvut' ,:.n; :rliao Ctt.foot, South d" 14' 40' FAA ' 01 a dlAtnllCJ vi 4yi.Ud feat tv the true point ul• bcy-nniu.D f t[ the (va.i cunLorlin.) hcrein doncrlhcd; nc�nec [tom na14 trvu Point of peq�nnlno. 61or111 0' 42• 02" wuat, and harnllel to r1w. KJ®torly vovrdary ofn9 of 4 'cut to 1-mintalot:atcd Incthchaentorlino of di�stancr of 971.]4 .cet to A � itieiedr kuad nod cl►a anJ of trld doicflpv., Fuad vuneorline. END 0' mr:l lt:Ml' I PulaffirvWtIonn: Duttb,CA DooUwGnt—Yoor.DaoZD 1993.49932 Dag®: 2 of 2 N0:050 D03 I 06/09/2005 09:24 REDLINE INSTALLATION 4 5362140 NO.049 1?03 liT3CI: State -, =— - t of Butte, in the County tT;ut cor`cin real property situate described ea follow$: of Ctlifornie, Veh r Being ra portion of the Soutbuest.quarter of the Y..D. M-, vnd 23 Borth, Range 3 gest, K.D.9. • + o! erection tae Trrvn.bip or,rticularly described 29 follows: being more 89 said parcel is ShOb'n on that certain Parcel Yep t AecorBe, of the Co;antf of Pt3 cel , :icot of the roto: dad Kr.:•ch 6, ty72 in the af Pastel Y,03- 6page 53. ii Butte, in seek !y1 of w •► End/or l 02 and ,... �:CEP:112; .�� A��EAYI1ia r iREFROthin a limitsof said 16,r,dbelow • lying other 1,pe^c=r.r'ocns 200 feat :rom lbs surface. esrth of essement 60 feet in widtb 63 eho TOGL2d£R WITH a non-exclaaive "= }` on 561d parcel map. :. quarter quarter °Erste D.B.eectH, and Being.® portion��C'U'.tbo:$OutbMeet H Section 13, To•.mabip.`23`North, it&nl 3 of follal+a: x.. being rare pR�:icularly'deearibe0'.ss PFreel 2, as said pbrcel is shown on that certain rder er Parcel of thhee County of the Reco 1.ycc.;.dod ;:� �h 6. 1972 in the office of 3001c yt of Psec►1 rispa, at page 53. cutto, in :>:Cs.:'TINv !.';0 n3��K'�'INO 7'd6RLFp0X all minoral sad/or oil, gas end F%: j,14 1a-'►d Del limits. of 96on e o:ht,r >,;;=^c-r lying wivhin the from the eurfrrce. Gupth oS 200 foot eseement 60 Ebel in .:ldtb ea aha�'p TOOE7'r.'.� �3iii a nos-exclusive on said p&rcel map. Soutbv6st quarter oEaate N°D.B.rlh.est ,aendr rein& 6 portion of the &v. 13, Toanshio 23 North, Range 3 of Sttt.ion r.;•:. a-ci cularis describo0 as 1'02101-03: ��� id p6rcel is shown on that cArtsin Parcel t:ap ty Pbs•cel 3, as acof the Recorder of the Coun rc•rded 1:r.: ch 6, 1972 in the office of 41 of Parcel Naas, at page 53• J�uLtO, in wool! OXErTIIhG Q D F-XSERVINO THEREpRGM1 ell minoral end/or oil, gab "d ts, said lend below a h� d"�'=r r'�ona 1'Ing within the l ir-:i of o'.119r ciopth of 2oa trot from the surface. e4sbment 60 fest in widtb ea shown T0GE1'r;%n t+]74 r. non-exclusive on sold parcel iosp• Being 6 Portia of the Soutbwest quarter of the Northwest qu&r ter Fr,nco ) cast, Y.D.B.tr K., and of ectlen 13, . -•trip 23 Ilorth, j described es follows: boSno .:c_e ph-t!culurly pr.rcol 4, r.a said parcel is shown on that toy 'tpin Pbrcel t:bp Recorder of the County of record,%d �:r�leh 6, 1972 JA the oftiee of the Israel I•Irps, st pose 53. j•••jtte, in Foolr 41 of ell z!ner-el r.n4/or oil, gs j end - .�D �;;;'i:"+ iritnir`�VY. lying ''� within the linitb of slid lr.nd bolo a 1+; � r.�c r,r:-:•:,e of 200 foot from the surface. +,io-k-CIAO l+raivo eoee:aent 60 fuel 1:� widtb rerV.:RfT '`' 09/07/2005 15:43 REDLINE INSTALLATION 4 5382140 ND.353 D03 ., , r!N OI „'• � • 6TATE OfGiIFORMA NUMBER: ESS. TRANSPORTATIOtj,p)g0N $INogoEKlwi7� � =4-7-0-97m �3� � •"• �3Z , _ �T _ OEP1tRTM�'D1 �ON 0 CODES Qf0 6T�IVCIIR EVEIbPMFNT._.�. -7 ©'9i 7m O aim HTII $ i ;I?..^�iJi aNt ),G f =81)/:12 W�NuFA_C7URE0.►iOusIHCiPti�HP►+I:.ri°1''.f�S; f!.^..T;fl�t..: _.. _-- _, - �_ a wtowo 10 ` MANUFACTURERM.MRTIFICATE.O�F:ORIG:INd;Oaf,?Y�?7Zia3W1! 3u1AW. CHECKIF_THIS.IS.A,CUP11CA7EMC0•EtRER ORIWN4-MCO NO: MANUFAMB i �p �jOME OR'fr�ULTI-UNIT MANUF/LITJREO•NOUSING . � .•.: :. , , , ..... _; . ,.. � ,: - � � ' :: �� :�. � � .'' .: :' . NUMBER OF aSFD. { TRANSPORTABLE SECTIONS (SINGLE FAMILY..:DWELLING)=D:MUMH MULTI_-LINITMANU%AGTUREQ.HOUSING_ . —�-- -- ----- ",. I_: j;OMM _RCfA�• OACN � _ _ :� :. — . '..._...�. _..,_ __ _�, •Vi•+liRills'il:.i�1 •I.2fit� '.li HOYT332 OC(1�.PI►NCV GROUP�.1ra19fp1 r,6 t,I'av)'"�)•i:_ Y.a rr•3',,)T :nvm. V.' A 1.-ra Dl : , fi,;gn; ; !IGtls mot"s11f tn.,,r49 SA: Iw r:icla etsS�,sN:i�n ro f -eA0iT 3URTZNf 1 141t'�k isetf�ne MAH FACTURE NAME•' - : _._...---:...--_-•-- .... _.-MANUFACTURER LICENSETIIDMBER: r i a,L • e i ' Ib �!e:M s0:.rth 1)19':1:51) tam, xlpslolfnv eA1 .neAtlorl eu[av seb ai HNS KO ACT(IRlt� LAV f 1074913 1 MANUFACTURER ADORES f 1 i _rw SUGGESTED RETAIL PRICE: i.•.,�:.: • ��'`^ •:,:I,.i.,:.. .�tej'��.. •'..y. ,'..CI' ��..._�.�::.. 61016 :`•-. -`i=- ..,� �t,�;'.:: •. • ....- . :i•" '.a+. � _' Y• - ..�,.N` A RER; 0 MODEL NAME AND/OR NUMBER' . DATE O MANUfACTUR : ' I IfiS) : (S!Etui (110" (Iml� NOEL YR I NAME Of DEA 9FEREE (OWNERSHIP TRANSFERRED,TO): ` " CALIF: R NUMBER'OR =DATE Of 8R:''+"%�y't %' +�•"! .' " .IRANSf�flF.E.DF,�IStNATl4,M_:. y �� 'v rUo fes sa .Ync i .toaarc'muan,► en¢ I::: 60LD'QI {Vl�T F{d1�6�C4(ICU ::, ",�•~,..' . ::... 93-103-2 73> ' 2/2tY8.1afak�?.f =.. .►RAS! .. LBEA1d�9S)fiJi�H�EEP�€�►gDAEss: • . .. . I (• t pl > C' State ) . r 1 IN RY DITOR NAME* -.; :, .. • • _ ;tib, l: ' INVENTORY CREpITOR ADDRESS: I i (Street •... ,.:....•:.... : •• :: ' taro ' (ZIP) lr SECT;ION : • .MANUFACTURER SERIAL'NUMBER 14GO INGIDNIA OR NUO LABEL NUMBER LENGTH •;., •. WIDTH J WEIGH T;. I.'.:.td '. •.• : .....:........ .. . INCHES 'IINCHE6`. POUNDS)'. ll T lkgmk;0122,dt.:i�0'� ai a ••«•l v..,, 'ii.' ` 'TtrT....!LT'_'TT.� .'�ra� •�.• I: /Har -i r: r;rrfw n it e_ worm plt 4 bra�a�: <.�It : I: ry f; Aa Inen:n�llCiA fella orfi AcAl :oD: l �vrri ° �� Tsl xfT �:ffi JU �•..... _ •ryf AO+1�:I;.OR: .`.9r1• :i'?.:.�•I.:.F�*,L' �.':.'I!) �C � ^B?i':':�. �?III.,E19�2.'lSl' 1i. .or) � ��i,s:h. •.f1".�A�'''''� 'a ! • (IA'.• tiA:.:1J.,.Ic.0OBTER 1�.7,cua .i(1lvif@biJ.011ifJ'lRfiCaJ bier k ONif.ortl i3lnillcw p�IC ]If ;9:6!i terGo VMc 10./11) ni b610 iIF91 n090iCi'-`:;\Dna.V:6(f 2 1RJ 61! fpn';Ji-1r(te' .. ... . " TRA14SPORTEPIADDRESS: Eur1 -'•y` E9T1 TI FOR UNIT D tICRIBEO A80VE . -- D NA T i <+ 1 Ifit ,11311ES CR :1sT ►A11�5 CH C0.` LLC :.CIIJCO;, t sats' _ i rw• .. .. .. , tvlTfi":=.':..;•,•: •: �.::. • . ••: •• I.. aid! ... ...i . �"-y'•,; ., iiliuna.l pM9f yOr PpI W1r un0.• M Nw a Stat* of CalNor,w IM11M oEe,. oor!od I.. tiIGNATURE0fAUi►IORIZEBADEfIT;.l?X : :_•...•._ .. , .. TOTNEPU CHAS R• •� ..;.•... ...E p$� ORIGWALiPSNq ORYIARD OT11EtM1ENTORYC RO NE;TNENFORWARp R E. (BEAIER,_j ;1 ' ^ v COPv 1 (wNREI FDRVMM 70' HE OEPARTME 60x,1020. SACRAMENTO. CA 95812.1920, WrrWIN FIVE (S) BAYS OF 6166i E• ' S:4D!{�:....: , +. ..: 'COPV2llMtOW► OELNER TO THE TMN6P0 , TO ACCOMPAN)r THE UNR TO rt8 DESTINATION,:. �'•,.�;' .COPY 9I(1010[NROD), T0.6E RCTAIIigp Yr,TNE IMtlIIFACrl1RER� :, ;' �; •'NCfi:Ae�.o=6loef-�f6�) �.. .. • •>if. .. .. .�I�F�:�'.��•' ;I�.. - r:�:.'." •Fc� 'i3�.f .:,:.;;:. NOTES t RESIDENTIAL PERMIT NO. 065 -12'0- .05-0'953-.— MIDDLETON, DAVID 14892 DEL ORO DR, MAGALIA Cont: REDLINE INSTALLATION NEW MH PERM FND r t Y� i SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK NolApplic. = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. )Peter; Location -Test -Easement Needed (Sketch) Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Vis; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOgWE HOME INSTALLATION (Plans) OK except #'s ,aning Requirements -Setbacks -Easements Footings; Size -S ing-Marriage Line e. G MH -Demand-Valve-Connector ricity; MH Test -Crossovers -Breakers -Clearances D5T, , MH Test -Fall -Flex Connector ater; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval A, -(!-as and Electricity Tagged owns -Type -Installation Cert. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date);, 7 ,Y -Card B-1- Dat _s and B-1 Date Card B-1 Dat PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh i 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings I 12. Braced Wall Panels Date Card B-1 Date Card B-1 ;Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards -Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms i f Date Card B-1 Date Card B-1 '-w Caw o- 1 Date Carta o- i i J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 57. Siding -Nailing Veneer Date 58. Card B-1 Date Card B-1 Date 59. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Shear Walls; Nailing -Bolts 24. Fixture & Transformer Clearance -Ins. Protection Brace Interior/Exterior Wall Panels 25. Elec. Receptacles Spacing -Lights & Switches at Doors Insulation -Walls -Ceilings 26. Size Boxes & No. of Conductors Stapled Infiltration -Walls -Windows 27. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Card B-1 Date Card B-1 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 70. Stairs & Rails Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 36. A.C. Ducts Insulation & Support Elec. Outlets & Receptacles at Kit. Counter 37. Vent Fan, Exhaust above insulation Garage Fire Door; Swing -Landing -Closure 38. Condensate Drain & Overflow, Size & Grade A.C. Duct in Garage -Damper 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Abcve Floor-Mech. Protection 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 81. 41. Sills Proper Materials & Anchors 82. 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 83. 44. Draft Stop in Walls (rat proof) 84. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Abcve Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Loo<ed under Floor ❑ Yes _ 83. Following Instld./Drive O Yes ❑ No/Walks O Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. !G License Class: License Number:VCS/ O !J 5 Date: &/I k/0( ; Contractor: Re�l(�eu I Q rtJk� t((o�G OWNER43UILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance,: also requires the applicant for such permit to file'..a signed statement that he or she is licensed. pursuant. to the: provisions of the Contractor's S(ate`License Law (Chapter 9 commencing with Section 7000) of Division 3 of ,the Business and Professions Code) or that he or. she' is exempt therefrom and the basis for -the alleged. exemption. Any_ violation of- -Section 7031.5 by any applicant fora 'p`eriiiit subjects the applicant to:a civil penalty of not more than five hundred dollars:($500).):'. ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec 7044 Business and Professions PERMIT NO. BPO50953 Issued Date: 06/16/2005 APN: 065-120-059-000 Site Address: 14892 DEL ORO DR MAG Map Index: Description: new mh , ex site, prm fnd (1510 sq.ft.) Owner: MIDDLETON DAVID L & DEBRA J :.....:.. 14892 DEL ORO DR MAGALIA, CA 95954 Code: The. Contractors" State- License -Law does not apply to an Applicant: RED LINE INSTALLATIONS INC _,owner. of property who:.builds or improves thereon, and who does such. work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale. ): ., 0,.:..:,I,..as.,.owner,.of...,the:.property,.•.am_.exclusively .contracting -with. licensed contractors to constructthe.projedt (Sec. 7044, Business and Professions Code.. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, ..and who contracts for.such projects with a contractor(s) licensed pursuant: to the.Contractors' State License Law.). ❑ I am.Exempt:under Article 3 of the Business and.Professions Code. Date: 'Owner: WORKERS' COMPENSATION DECLARATION .: I hereby atfirm..under.penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' •compensation, .as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit issued. I have and will maintain .workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this. permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Policy ❑ 1 certify. that in the performance. oftFie. work for which this permit is issued, It shall not. employ: any person in any .manner so as -to become subject: tothe, workers'rcompensation laws .of California, and •agree that :if I. should become subject to the workers' compensation. provisions of Secfion 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: Applicant:::,/ . . WARNING:' Failure secure ' workers' 'compensation':coverage is. unlawful, and: shall subject an employer to criminal penalties and one hundred 'thousand dollars ($100,000), 'in addition 'to the cost of compensation, damages as provided for in Section 3706 of' the Labor code,.interest, and attomey's.fees. -CONSTRUCTION LENDING"AGENCY:-c .— I Hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Address: 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 Contractor:•RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 License #: 848025 Architect: Engineer: Total Square Ft: Valuation: Census Code: 1510 S.F. $98,150.00 do PERMIT EXPIRES ..: An7G�J�*�,V 3?c�. q4., . applicable provisions of the Butte County CodR ?nrVor - I towhich fees have been paid. jj Date: l `lYS ❑ I hereby -certify that the use.%of.this facility.shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of razardous.materials.. . ❑ Notificati&Hnaccordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached. are copies of the required E.P:A. notification forms. I hereby-mlifythat'l have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction.. I. acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purp _ l � Print Name: t 1� J / Signature: Date::. 0 Owner contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./1 L_ u/G,•) C License Class : I License Number: u O V Date: (LII IDI Contractor: 12cti(ijq II ATG( I((X' c OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its Issuance„ -also requires the applicant for such permit to file•a signed statement that he or she is licensed. pursuant; to the provisions of the Contractor's statWl_icense Law (Chapter 9 commencing with Section 7000) of Division 3•oi,the Business and Professions Code) or that he or she is exempt therefrom and the basis for.the alleged exemption. Any violation .of' Section• 7031.5 by any applicant fora permit subjects tSe applicant tq$ civil.penalty of not more than five hundred dollars'($500).): . ❑ I, as-owrier df the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended,or offered,for,sale.($ec."•7044,,Business_and,Professions Code: The Contractors'- State, License Law does not apply to an _. owner- of property who•"builds or improves, thereon, and who does such work himself or herself or through his or her own employees, provided that such "improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proJing that he or she did not build or improve for the purpose of sale.). . ❑,__,I,,..as...owner of_the..property,,,am exclusively contracting- with.. licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and.who contracts for,such projects with a contractor(s) licensed pursuant to the. Contractors' State License Law.). ❑ " t -I am Exempt under Article 3 of the Business and'Professions Code Date: 'Owner:' WORKERS' COMPENSATION DECIARATION' . I hereby aft rm:.underpenalty of perjury one of the following declarations: ❑ 1 have4nd will maintain a certificate of consent to self insure for workers' compensation, .as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit issued. - II have and will maintain .workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier: - PERMIT NO. BP050953 Issued Date: 06/16/2005 APN: 065-120-059-000 Site Address: 14892 DEL ORO DR MAG Map Index: Description: new mh , ex site, prm fnd (1510 sq.ft.) Owner: MIDDLETON DAVID L & DEBRA.J _.. 14892 DEL ORO DR MAGALIA, CA 95954 _ -Applicant: RED LINE INSTALLATIONS INC - I 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 Contractor:'RED LINE INSTALLATIONS INC 13407 GARNER LANE CHICO, CA 95973 (530) 895-5543 License #: 848025 Architect: Engineer: Policy 4�-� S - os- � - Total Square Ft: fs: l � Valuation: ❑ I certify that in the -performance of -the -work for which this permit is Census Code: issued, 1. shall not .employ'anyperson in any-manner'.so as -to become subject-to'the workers','compensation laws of California, and -agree that .if I should becomesubject to the workers' compensation. provisions of Section 3700 of the Labor Code, I shall forthwith comply with fthhose provisions. Date: e V Applicant:,., . - ...... ... 1510 S.F. $98,150.00 WARNING' Failure secure workers' compensation' coverage is unlawful, and,shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor q 1P code,_interest, and attorney's fees. 44, CONSTRUCTION LENDING AGENCY. This permit is hereby issuedoindef the applicable provisions of the Butte County Codw anrl/or I hereby affirm that there is a construction lending agency for the Re 'lution o do workindi ted bove fo which fees have been paid. performance of the work' for which this permit is issued (Sec 3097 Civ.) // N Name: By: U Date: Address: PERMIT EXPIRES ON: " (Dale) ❑ I hereby Certify that -the use:,of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of razardous,materials. ❑ Nbtificat.6 h'in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached_are copies of the required E.P.A. notification forms. I herebycertify-that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. (,acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection pure s. Print Name: ^ / Signature: Date: S 43 Owner contractor 0 Agent for Owner ❑ Agent for Contractor BUTTE COUNTY PERMIT DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION' 05 0953 AND SUBMITTAL -REQUIREMENTS gP 24 HOUR INSPECTION#: OROVMLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 BIN # A FEE WILL BE.REQUIRED AT TIME OFAPPLICATION n minrco — - —. • I .Jvonni HL rctUUIREMENTS KAFORMS\BUIIDING FORMS\BldgApplSubRgmts.doc Pdge 1 of 2 LOCATION AP# -r,59 Property Address Cross Street WORKER'S COMPENSATION Policy Number l78 �/n5-1�5f Carrier _ If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit Issuance. LENDING Name AGENCY Address Description or Scope of Work: Sq. Footage ' ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): --�_ •-► iv11 Ur AFFLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person w7o paid the fee. The request must be made prior to the expiration of tie permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not i refundable. Received h / Receipt.#: i ( -Z/ 0(as 2/9 (�6 Amount: Bldg Total REV 4-30-04 (_, A SUBMITTAL` REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to app fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! ❑ 3. 3 Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed Letter from Engineer or Architect for truss design review. ❑ 5. calculations. ❑ 4. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. 2 Energy compliance design and supporting documentation. (Note: Not required for additions t Letter of intent. ❑ - 10. mobile or modular homes.) ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 8. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 9. Sanitation and site plan approval from the Environmental Health Department. ❑ 10. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engin Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. - 4 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the enter ❑ 9. Letter of intent. ❑ - 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION - KAFORMSOUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV -4-30-04 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT^�w SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: / ' 16,pze-�Nl /V/ 'i��� ASSESSOR ,,PARCEL NUMBER O6� ^ /� Proposed Building Use: NOW /'r /r , 6`X S�% f,c-*'�� Perim t Technician: �L_> Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. / IJ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. 01. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for N_on-heated and A/C for Non -Residential Buildings. ,V 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ , / 12. Hazardous Material Form 1 !V 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico O Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ ❑ 17. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ 9. Erosion Control Plan Required........................................................................ 0. 20 Fees as shown on the attached Schedule of Fees Due Sheet ............................. ❑ 21. City of Chico Plumbing permit........................................................................ 2 . Site plan and business license approval from the City oLBiggs .............................. California Department of Forestry plan approval I' d. Sent15�e-t Q fJ Planning approval for (A) Use: pK_(B)Parking: (C) Parcel Check:.... ❑ _/ 25. Contact Land Development about _ Improvements, _ Drainage ........................ /YY 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... f - ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... Z El 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... 34. Dee estriction.......................................................................................... Legal description, ❑ M.H. Title, title search, registration or MCS, 0_ ....................... 36 Other: 66LM3T )>�1> 105 > ❑ 37. Other: When issued Telephone e - 1/ - 6 i/ / and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. c Applicant: i` Date: q4 tJ S� 1. Index permit ap • l cation for the above items n mbered: Plan Check Letter 2. Additi nal items eoiled ontract igner, owner, was advised of the above data by n phone, ❑ mail, ❑ counter, by�Date: c or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by ' (J Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 5 0 i 22 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER 4" t ��/� �. A.P. # 06 � 120 " PROPROSED BUILDING USE �, 04 It, 1. BUILDING PERMIT FEES --- Balance Due ..................... --- FEMA Flood elevation review S /7-27 A,44)5-1) DATE V—/ 3 -0 /; 1 RECEIPT #� DA�REC. � �cS $ 2,9 r r '-ply Additional plan checking Fee.... $ &-2. � SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq. Ftg. 4. CREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES P �— COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # 0.00 (paid at Building Division) 8. SMIP 9. OTHER 10. OTHER 11. OTHER y,/u—off q�L)l I �_ 0_0�7 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changeddu 'ng the plan checking process. APPLICANT DATE Pursuant to Govemment de ection 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District A.P. Numberya 5- / w �O Y/Jurisdiction: = City Building Department No.�� 9^ County Property Owner M I Property Location/Address Subdivision Lot No. ».....:........... __.......... ............. F ge. Residential Development � . ....................................................... Q Sq. Dote No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation Inspection) ................................ .... ....................._..., Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial / Q Sq. Footage New Addition (Including Exterior Roofed Areas) Building Depar6wAt Representative Date Dis ct Identification No. ���44 ,14 3 (Street School District certifies that (State) has complied with the requirements of Resolution No. representing (J square feet. �. - (Phone Number) (Zip by payment of $ 3 • x() JAB 2926 $ FULL MITIGATION = i School District Representative Date Paid by Check # / Remarks: fNotica: You may protest the Imposition of the fess Identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the data Nes aro paid. Failure to submit a timely written protest w ill'prohibit you from challenging the Imposition of the Nes In any court action. K, subsequent to the School District Representative signing this SuIN County Schools Impact Fee Certification Form, the School District Is wt! by the appikable Local Planning Agency that this project Is being reviewed under the California Environmental Quality Act (CEQAh this project may be subject to additional school Nes to fully mitipate.its Impact on the school dlstrkri schools. White (applicant), Yellow (building department), Pink (school district) feefonn.xle 00/03)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) Property Owner (s) M 1l�0>G e Building Permit Number ��a�6 g Project Location /Address L�� % 2—��� Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issued ) verified by Building Department Comments: ..............................................:....._....-................................................ ❑ FRRPP ❑ CARDPD ❑ DRPD certifies that: Arc. tLt T47 5_6 1, 40n.S SV 17/7 Applicant Nape Phone Number Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of - Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ �� No: N r7 Paid by Cash: N Receipt No and Park District Representative UFORMSTUILDING FORMS\park-rec standard form rev I .doc — 4/� 4//4 /05 - Date Q"t OWTENT of BUTT Department of Public Works ° ° C o u n t y o f B u t t e �\ ° J. Michael Crump, Director LAND DEVELOPMENT DIVISION a \° Storm Water Management Program cOU Nay / 7 County Center Drive A UC wO��9 Oroville, CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: 6 &5 — (Z b – 0 5 CY of M 1�- By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWppp Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department of -De velopment Services Tr F 7 County Center Drive ..V�/1 °° Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: • I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained. • I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: Uf� ��Gj rG� YU (,� L� APN: b 1� 5 — Z O - OJ`- 17 Building site address: 1 T�q Z J�( 00 'Q1'-- f f dbCkPermit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: — O. -C hmqs '-� - - — �-f ?>)o �;- SIG RE OF APPLI NT DATE Copy to Applicant/EH/File K:Forms/BldgPermitwithoutClearances 020705 CDF FIRE SAFE REQUIREMENTS 4 AP# ,S, PERMIT # 05- ® NAME E, Under authority of Public Resources Code Sec. 429d, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are D minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. T Driveway Standards Pq Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. Pq Grade. Not to exceed 16 percent unless paved. I Driveway Radius R Pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet E radius; 2 feet to those from 100-200 feet. pq The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. pq Turnarounds. If required, will have a minimum turning. radius of 40 feet from the center of the road. Pq Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end.. Pq Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. pq Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in T length, shall provide a turnout near the midpoint of the driveway. Where a 1 driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates pq 1. Gate entrances shall be at least two feet wider than the roadway c. they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. L 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [ ] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A or B roof ✓ Enclosed eaves If Building Setback is Less Than 15 Feet — ✓ Class A or B roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials �/-- -SI- ate F I R E R E Q U I R E M E N T S OPT. MAbILK BATH 13UTTE COUNTY' BUILDING DIVI,910N APJPROVED,.,..: CO I CARPET O O 2'-5" 2'-6" 2' -Io- 2--v 4' -Il' 2'-3' 20'-4" 3' -IO' :'-O' 3'-l' 4'-11' STANDARD CARPET co LINO =-'-= '--"- - O LINO 13-6 3-3-0 --------------- DID GREAT ROOM 5EE)ROMDINIWI ROOM S '2 4 P3 MASTERBEDROOM WALL TOTAL 95 O Wl GLAMOUR BATH -------- LINO I >0 F c ----- M6 No mmml=� f7 FTIl TOTAL I U4-0 71 OPTIONAL CARPET --------------- -- L IN 00 i T 0 m .0 r) <cz 20 P51. 0 30 P5F ol 30 PSF 1 20 PSF 020 PSF Q 30 P5F y -g, aO 20 F15F c P5F 30 PSF cl, 0 (D 30 P5F 30 P5F KITCHEN T2' -O" JTILITY M. BORM. WARD. 11'45T. BATH rUE5T BATH SCRAP 6 LINO ONLY) lmmmmmm� 6—� 6m�� (20# & 30# ONLY) 13'-6" CARPET LAYOUT PIER PIER FOOTING SIZE REOUIRED (SO. IN.) BACI NO. CAP Ty (LBS.) LOCO PSF �15MPSF 2000 PSF PIER PIER FOOTING SIZE REOUIRED (SO. IN.) CAPACITY NV. (LBS 1000 PSF 115 2000 PSF -) ------ 7 00 PSF PIER FOOTING SIZE REOUIRED (SO. IN.) PIER CAPACITY NO. I (LBS. 1000 PSF 150 SF I PIER NO. PIER CAPACITY (LBS.) FOOTING -SIZE REOUIRED (SO. IN.) 1000 PSF 1500 PSF 1 2000 PSF 2000 288 192 144 Q 4000 576 384 288 0 6000 864 576 432 7Q 10000 1440 96720 07 (Di,, x2500 360 240 1 180 (D 5000 720 480 360 7 T 8000 1152 768 576 12000 1728 +— —1152 864 o4 GOLDEN WEST HOMES `RAW'"` CARPET PIER PRODUCT GOLDEN ESTATE MODEL NO. GE564FTITLE -04 a 0 ALBANY Divisi6N 2445 S.W. PACIFIC BLVD. ALBANY, OR 97321 �8631 Ph.n. DRAWING 541926- 800 858-3552 Fax SUPPORT LOCATIONS SO. FT. 1,512 DATE 1-21-04 FILE INFORMATION ALBANY DIVISION (6' WALLS) DRAWN BY I C. COLVIN SHEET 1 -A2 REVISED 1-26-04 EC Vector Dynamics Foundation System INSTALLATION INSTRUCTIONS for the State of California Version 9/2/2003 INDEX Approval PAGE RELEASE MANUFACrU;;DROMEIMOWW8OMB SECTION NUMBER DATE FOUNDATION SYSTEM ME"= AND SAFETY CODE, SECTION IM APPROVED INTRODUCTION 2 9/2/03 wa>Bcr m ooRREcizoNs NOT13D GENERAL INSTALLATION 3 9/2/03 AlPAMAL DOBE NOT AUTRORIZB 01t A4lRdVB Al PARTS LIST 4 & 5 9/2/03 OIlRMONS OR DEVIATION FROM REQUIREMENTS JA ATE LAWS AM UOUnca APPU LE STStw LONGITUDINAL DEVICES 6 9/2/03 of Callfwft ad ti In$ and Camoeoyr Dewlaps" PIER HEIGHTS 7 9/2/03 11 COVES AND STANDAM SET-UP INSTRUCTIONS 8 9/2/03 DATBdqlf SPA'. FOOTER SIZES PI=Appov9E r WIND ZONE I - SINGLE 9 9/2/03 - DOUBLE 10 9/2/03 - TRIPLE 11 9/2/03 - HIGH PIER 12 9/2/03 WIND ZONE II - SINGLE 13 9/2/03 pR0FESS,O� - DOUBLE 14 9/2/03 � ,1E hl. �0 - TRIPLE 15 9/2/03 No. 6'245 � * P. V -DRIVE & PIER SYSTEMS 16 9/2/03 9 CIVIL CFCALlFO \P SOIL CLASSIFICATION 17 9/2/03 CONCRETE INSTALLATION 18 & 19 9/2/03 BUTTE COUNTY BUILDING DIVISION COMPONENT PARTS AVAILABLE UPON REQUEST - APPROVED` ME co L M O N O O O Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Introduction These instructions describe the proper use of the lateral and longitudinal foundation system. You may also refer to the home manufacturer's installation manuals that include the Vector Dynamics system as an alternate foun- dation system. General The Vector Dynamics Foundation System provides the support to resist lateral, longitudinal and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in a specified wind zone when the system is used as described in these instructions. Please verify state or local wind load requirements prior to installation of the home. The Vector Dynamics Foundation System resists lateral & longitudinal wind & seismc loads by anchoring the two longitudinal main rails. The system is approved to be used on single or multi section homes: Nominally 12 feet to 16' feet wide- (single section) with main rail spacing of 95 inches or greater on center; multi section main rail spacing of 75 inches or greater on center. Nominal 8 foot or less top plate height at sidewalls with main rail depth of 12" or less. Maximum roof slope of 20 degrees (4.4" in 12" slope). Maximum eave width (roof overhang of sidewall) of 12" for Zone I, 8" fo Zone II Maximum pier height under main rails -see page 7. The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system con- sidering that each Vector Dynamics pad has two (2) or (3) square feets bearing area. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections, other widths, or on homes requiring pier heights which are not included in these instructions, contact Tie Down Engineering, Inc. at 1-800-241-1806. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations may include shear walls, marriage line ridge beam support posts, end frame ties and rim plates. Page 2 California 9/2/03 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System was designed to be placed directly on top of the ground (or poured concrete) after clearing all loose vegetation. In areas with frost heave, use Vector for Poured Concrete (see pages 20 & 21) to comply with local requirements for footer depth. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads are used in place of conventional foundation pads. One Vector pad provides two or three square feet of bearing support. Vector Systems should be spaced as symmetrically as possible along the length of the home. For pier locations in between the Vector Systems, use the normal foundation pads. LUMBER/MOISTURE - TERMITE SHIELD To cut PVC or lumber (2 - 2x4's,1 - 44 or 1 adjustable steel commpression member per Vector system) for the center compression section,when using concrete blocks for piers, measure center to center frame (I-beam) dis- tance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP INSTALLATION All frame ties and diagonal straps must go from the anchor to the top of the I -Beam. See illustration below. 1. Attach frame hook to top inboard location of "I" beam. (Frame hook must be attached to frame at points closest to floor support.) 2. Keeping in line with the hook, wrap galvanized strap completely around "I" beam. 3. Pull strap past anchor head approximately ten inches before cutting to allow enough strap to give a minimum of five turns around the slotted anchor bolt. 4. Thread loose end through slotted bolt so that the strap is flush with the other side of the bolt. 5. Tighten slotted tensioning bolt a minimum of five full turns. c i Page 3 California 9/2/03 Vector Dynamics Foundation Systems Lateral Component Parts List Vector System Lateral Stabilization Block Pads #59018 - 2 sq. ft. single/double block pads with hardware, swivel straps and slotted bolts Vector System Lateral Stabilization for Concrete # 59036 - Single (only) block pads with hardware, swivel straps and slotted bolts. # 59049 - Double block pads with hardware, swivel straps and slotted bolts. Vector System Lateral Stabilization For Difficult/Rocky Soils # 59287 - V Drive System Must be used with: # 59018 - Vector for single/double block pads 3 Sq. R. Pad Vector System # 59271 - Vector 3 sq. ff. pad (2 required) # 59024 -Vector Lateral Hardware Kit, includes PVC adapter. Strap/Swivel Strap Connectors & slotted bolts not included. �x lumm Page 4 California 9/2/03 Vector Dynamics Foundation Systems Longitudinal Component Parts List 45 f Longitudinal Stabilization Hardware Kit # 10733 - (for use with 59018 Vector System, single stack block sets only. Longitudinal struts not included) Longitudinal Stabilization Hardware Kit for Concrete # 59023 - Includes 2 beam clamps, tension brackets, nuts and bolts. (for use with #59036 & 59049, longitudinal struts not included) 3 Sq. R. Pad Vector Longitudinal System # 59026 - Includes 2 beam clamps, 2 tension brackets, nuts & bolts. (for use with #59271, longitudinal struts not included) Struts for Longitudinal Systems Part No. Length Pier Height # 59016 30" up to 2 Blocks # 59012 39" up to 3 Blocks # 59013 44" up to 4 Blocks # 59014 53" up to 5 Blocks # 59015 65" up to 6 Blocks PVC Adapter Bracket # 59281 - For use with Schd 40 PVC Center Compression Strut # 48612 - Single Section, 62"- 108" # 48613 - Double Section, 34"- 60" (includes short u -bolts, nuts, washers and 6 self taping screws) Page 5 California 9/2/03 C Longitudinal Stabilizer Devices The use of LSD systems on a single or multi section home replaces longitudinal anchors, stabilizer plates and straps. The Longitudinal Stabilization Device (LSD) is used with the Vector Dynamics System to resist loads in the longitudinal direction (short dimension) of home. The number of LSD required is shown on pages 10-13. LSD 1. Longitudinal Foundation Pad 2. Beam Clamp (2 per system) 3. Longitudinal Strut (2 per system) 4. Tie Bracket (2 per system) Combine Vector Dynamics & LSD Note: Two struts =1 L.S.D. system. Can be used on one pad or slipt on opposite ends of the home. Examples of possible placement: (Contact TIE DOWN for placment in other Wind Zones) Wind Zone I Single 5ection I I I I I I I I I I I I I I I I I I I LA Wind Zone I Double 5ection 18 Ft. Max. 32 Ft. Max. Forgreater widths use triple section design. Page 6 Wind Zone I Triple 5ection Wind Zone I Tag 5ection 48 Ft. Max. California 9/2/03 50 in max. Maximum Pier Height Vector Dynamics Foundation Systems may be used on single section homes in Wind Zone I which require pier heights (from surface of Vector pads to top of concrete or metal pier) not to exceed 50 inches under one or both main rail(s). Note that a ground anchor must be used at each Vector system location where the pier height exceeds 24 inches for single section homes. On multi -section homes in Wind Zone I, an anchor must be used at each Vector System location with pier heights above 46" with the following exception: double section homes that are 24' wide, in Wind Zone I, have a maximum pier height without anchors of 38". See page 12 for double section home high pier set instructions. 50 it max. Unequal Pier Heights Maximum Homes with unequal pier heights are limited to 50" maximum pier height. The difference between the taller pier and the shorter pier cannot exceed 26 f Page 7 California 9/2/03 Set -Up Instructions for Vector System #59018 �t 5 O ., WI� � y Long U -Bolts �(yIjK .h' 1. Set Vector Pads Clear all vegatation where pads will rest. Place a long U -bolt in pad as shown. Press or hammer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre- cut center compression member between blocks, rest- ing on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to outside of pads. Page 8 4. Inside brackets & Straps Attach the inside tie brackets to the U -bolts over the compresion member. Attach a strap w/hook or swivel strap w/nut & bolt. Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 -15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. omm California 9/2/03 Note: L.S.D.= Longitudinal Stabilization Device n See Page 6. 0 iv r WIND ZONE I \2 sq. ft. pad/ 2, mac. W9• 30t - NOTE: tNOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' Soil Classifications: 2, 3, 4A, & 4B instructions and/or state requirements. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required: 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292), 1-1/4" frame ties Home Length Vector Systems Required Anchors Required Per Side or 24" Pier 24+" Piers L.S.D. 0to72' 3 2 3 2 73' to 90' 4 3 4 2 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) F -V 1+/ CD 0 WIND ZONE I, SEISMIC ZONE 4 Vector Dynamics Systems Required for Double Section Homes (Materials Required) e sect hO,me' - \ - - 7 V doub o ... , NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. No anchors required. For pier heights up to 46" for WIND ZONE 1 28'-36' wide, 38" for 24' wide. See Pg 12 for high pier instructions. 2 sq. ft. pad . I * Soil Classifications: Soil Bearing Capacity: Anchors Required*: 4A, & 4B PSF minimum (*Marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required Anchors Required Per Side L.S.D. 0to40' 2 0 2 41' to 66' 3 0 3 67' to 84' 4 0 4 85' to 90' 5 0 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) Note: L.S.D.= Longitudinal Stabilization Device See Page 6. NOTE: co When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. c� w 0 WIND ZONE I I . . I '1� Tag or_-,,, full.triple Soil Classifications: 2, 3; 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None ('Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48 2+2 on Tag 0 2 WIND ZONE 1 SEISMIC ZONE 4,--'""" ' 3+2 on Tag , 0 Vector DynamTriplecs Systems for -,--"�" " - ' , ; SeCt10 cto �S stems, , ' - Ir {� pa�tn9 toy Ve "o{ I 4+2onTag P on Homes - " , - ' ' " a era e 2 5+ 2 on Tag e EXamphows 9 n 2 2 (Materials Required) , , :._... �• " S 1 ` w NOTE: co When a pier height at Vector locations exceeds 46", an anchor must be used on the outside wall/beam at that approximate location. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. c� w 0 WIND ZONE I I . . I '1� Tag or_-,,, full.triple Soil Classifications: 2, 3; 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required*: None ('Marriage wall anchors may be required by home manufacturer.) Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48 2+2 on Tag 0 2 1 49'to71' 3+2 on Tag , 0 2 1 72'to84' 4+2onTag 0 2 2 85' to 90' 5+ 2 on Tag 0 2 2 ►� Each Vector System requires one of the following: 2 sq. ft. pad 2 sq. ft. pad 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe. or 1 adjustable: steel compression (see parts list) _ W t� CD 0 .d WIND ZONE I, SEISMIC ZONE 4 (High Pier Sets) Vector Dynamics Systems Required for _ - - ' " " _ - - _ ; " Double Section Homes (High Pier Sets with Diagonal Ties)- - home " - ' " _ -72' double' ofi a - r. NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. WIND ZONE I Max. Height Unit Width See Page 7 N Oars � 9•`�' HBeam Cha Spacing �2 sq. ft. pad 45' Min. Home Length Vector Systems Required Anchors Required Per Side L.S.D 0 to 48' 2 2 2 49' to 71' 3 3 3 72' to 84' 4 4 4 85' to 90' S 5 4 Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 2-4" helix anchor (59095), 12" stabilizer plates (59292) 1-1/4" frame tie with connector Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) C-) w 0 WIND ZONE II i (not to scale) 24" co ft CD C.0 �2 sq. ft. pad Soil Classifications: 2,3, 4A & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD WIND ZONE II, SEISMIC ZONE 4 (Hurricane) 3 . 5 2 Vector Dynamics Systems Required for 5 6 2 Single Section Homes - 6 7 2 (High Pier Sets with Diagonal Ties) 7 8 2 \e se6o' veclFromm Asa\ 9U%de\`nes U 8 9 \n sofa'72ItSgakme°rsa\\at%on EXatnPsh°Ws9eUstbetOho ===---,-'-" \\Wstrat%o a°`n9m-,_---_-- and 5 �`ads C-) w 0 WIND ZONE II i (not to scale) 24" co ft CD C.0 �2 sq. ft. pad Soil Classifications: 2,3, 4A & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Equired per side LSD 0 to 48' 3 . 5 2 49' to 60' 5 6 2 61" to 72' 6 7 2 73' to 84' 7 8 2 85' to 90' 8 9 2 19. MIN `®... NOTE: Vector Systems should be spaced as symmetrically as possible along the length of the home. Pier spacing must be consistent with home manufacturers' instructions and/or state requirements. Maximum allowable working drag load for the Vector System with steel compression strut is 4,000 lbs. per the K2 Engineering test report. Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) w CD C-) 03 WIND ZONE II, SEISMIC ZONE 4 -'" ,steinsVector Dynamics Systems Required for eco beSe� Double Section Homes vman` g�►ide�ine5 ; _ , - NOTE: Vector Systems should be spaced as symmetrically as possible along the length i home. Pier spacing must be consistent with manufacturers' instructions and/or state req Maximum allowable working drag load for ti System with steel compression strut is 4,001 the K2 Engineering test report. bon bearing uapaciry: Anchors Required": i,uuu rar minimum 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Anchors Equired per side Vector Systems Required LSD 0to48' 4 4 3 49' to 60' 5 5 3 61" to 72' 1 6 1 6 13 73' to 84' 7 7 4 85' to 90' 8 8 1 4 Each Vector System requires one of the following: 1-4x4 or 2-2x4's pressure treated wood compression member, Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) - cD Each Vector System requires one of the following: «� 1-44 or 2-2x4's pressure treated wood compression member, . Schedule 40 PVC Pipe or 1 adjustable steel compression (see parts list) WIND ZONE II, SEISMIC ZONE 4 1' ' Vector Dynamics Systems Required for " - - " - " ' home Triple Section Homes , , , , - - ' ' " " - " , _ ���t� seactVe for sYste (Materials Required) , " — " " - ra f ac\�g EXamphoWs 9e�eca\ St, r , t bs Home Length Vector Systems Required NOTE: When a pier height at Vector locations exceeds 46", an LSD Main TAG anchor must be used on the outside wall/beam at that 1 approximate location. 2 NOTE: Vector Systems should be spaced as 49' to 71' 4 + 2 on Tag symmetrically as possible along the length of the 3' 2 home. Pier spacing must be consistent with home 4+3onTag, ,manufacturers' instructions and/or state, requirements. rag Or_—, -v 2 full triple Soil Classifications: 2, 3, 4A, & 4B 8 Soil Bearing Capacity: 1,000 PSF minimum 2 Anchors Required": 3/4" x 30" with 4" helix anchor (59095) 1-1/4" vertical, ties w//4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side LSD Main TAG 0to48' 3+2onTag 4 2 1 49' to 71' 4 + 2 on Tag 6 3' 2 72'to84' 4+3onTag, 7 -3 2 85'to90' 'S+3onTag 8 3 2 2 sq. ft. pad A . �. 2 sq. ft. pad Vector Dynamics Metal Pier & V -Di METAL PIER FOUNDATIONS For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U - bolts. Outside Tension brackets attach the same, Inside tie brackets mount "upside down" as shown in drawing. Metal piers using the Vector System can only be used on level ground sets. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier spacing must be consistent with home manufacturers' installation instructions and/or state requirements. To cut lumber (2 - 2x4's or 1 - 44 per, or 1 adjustable steel commpression member, part #59043 Vector system) for the center com- pression section, when using METAL PIER STANDS, measure center to center frame distance and add 16". Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. V -Drive for rocky soil V -Drive anchors are used only in Zone 1, single section homes. V -Drive anchors are used only in Zone I, single section homes in areas where rocky soil conditions do not allow helix style anchors to be installed. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive head. Attach a strap with hook or buckle to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about 12 to 15 inches past the anchor head to allow at least four or five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. ,t Page 16 California c 2/03 VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS Vector Dynamic Foundation Systems may be used only on homes set on soils classified as Class 2, 3, 4A and 4B as - described in the table below: SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D2586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 lbs - in. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 24-39 350-549 lbs - in. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 lbs - in. sands, firm to stiff clays 4B and silts, alluvian fill 175-275 lbs - in Peat, organic silts, 0-44 175 lbs - in. 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gauge the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its resistance to penetration (flow) under load by means of the torque probe and is measured in Ib -in. The test probe has a helix on it. The overall length of the helical Section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Vector Foundation Pads Equivalent to Footer Pads* Footer Size: Footer Size: _ 16x16 = 256 sq. in. - = ' = 20x20 = 400 sq. in. or 16x18 = 288 sq. in.= or 17x25=425 sq. in. - - EQUALS - = = EQUALS - 2 -Vector Pads # 59275 = - 1 -Vector Pad # 59271 288 sq. in. or 432 sq. in. 1 Vector Pad # 59130 Vector Pad(s) exceed the surface area required when used as the equivalent listed above. 'Foundations in soil with a bearing capacity of less than 1,000 PSF must be designed by a Registered Professional En y miliar with site conditons �,O* u l Page 17 California 9/2/03 Vector Dynamics System for Concrete Applications Instructions These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24"x24" x 4" or 18" round (min) x 10" deep. The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's or Schedule 40 PVC pipe, or 1 adjustable steel commpression member, part #59043 this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the 3/8" diameter holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. Illustration One of a Single Section Set -Up Vector pad for concrete Concrete footer Page 18 California Wood Cap and wedge Outside Tension Bracket Wedge Bolt (:Y011 Oam 9/2/03 Vector Dynamics System for Concrete Applications Instructions 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. Wedge the pier set at this time. 16. Using a 9/16" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 17. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Twc Inside Tie Bracket Compressio boards or PVC Pipe Page 19 California Vector pad for concrete Concrete footer XU 9/2/03 Iden WeSt HOMES INSTALLATION MANUAL VBsh BUILL)l�rk-:1 ' JsI,P Y R®VE® THIRD PART' %'`i'1'RDVAL FEDERAL MANUFACTURED 1.1-1cD Hfi SAFETY STANDS W V > p APR 0 3 2001 a 9 a. d * GOLDEN WEST HOMES IS A REGISTERED PTRADE NAME OF HB O S rACTURI _ INSTALLATION MANUAL ROOF DESIGN LOAD ❑ 20 PSF ❑ 30 PSF ❑ 40 PSF ❑ 60 PSF 1-180 PSF WIND DESIGN LOAD 15 PSF CORPORATE OFFICE Manufacturing, Western Region Office 2222 South Dobson Road, Bldg. 3, Suite 302 Mesa, AZ 85202 (602)777-1855 MANUFACTURING LOCATIONS PERRIS DIVISION ALBANY DIVISION 3100 N. Perris Blvd. 2445 Pacific Blvd. S.W. Perris, CA 92571 Albany, OR 97321 (909) 657-1611 (503) 926-8631 March 26, 2004 Golden West Homes Installation Manuals; Engineer's expiration date To whom it may concem: This letter is to verify that my. professional engineer's license new expiration date is 3/31/2006 and shall apply to all Golden West Homes installation manuals in their entirety. Any party who requires further verification may contact me directly at (336) 664-3970. Sincerely, Mark J. Ezzo, P.E. Q`0FESS101V41 I O S E P y �p N0: C042017f�n �xP SiaVI ', O' FChiFO�y\� Tables: Table I Support Schedules (Chassis & Perimeter Support Piers) 18-23 Table II Ridge Beam Support Schedules 24-28 Table III Mating Line Bearing Wall Support Schedules 29-31 TABLE OF CONTENTS Page 1 Forward Federal Preemption 1 Preliminary Preparations 2 Structural Loading Requirements 2 Setting Single Wide or "A" Section of Multi -Wide Home 3 Mating of Additional Sections of Multi -Wide Homes ••• 3-4 Utility Hook Up . 4-7 Final Close up and Inspection 7-8 7 Ventilation of Underfloor Area 7 Ground Cover Vapor Barrier 8 Dryer Ventilation, Smoke Alarm Testing Support Plans, Pier Supports, and Footings 9-10 Foundations Open Slatted Decks 11 Site Built Structures Site Installed Ground Mounted Evaporative Coolers 11-12 12 Basement Designs Site Installed Gas Range .. 12.1 13-1713 Support Plan Diagrams: .. Single Wide 14 Double Wide 15 Triple Wide — Longitudinal Tag Unit 15 Triple. Wide —Transverse Tag Unit 17 Four Section Home - "T" Model Tables: Table I Support Schedules (Chassis & Perimeter Support Piers) 18-23 Table II Ridge Beam Support Schedules 24-28 Table III Mating Line Bearing Wall Support Schedules 29-31 Drawings and Details: S= Support Plans - Outset Floor & Recessed Sidewall ................. Support Plans -Porches &Fireplaces .:............................................. Support Plans - Porches & Decks S-6 .......................... . ........... Pier & Footing Support Details.......................................................... Floor & Roof Close -Up Details S-8 - 3:12 Roof. Roof Close -Up Details S-10 - 4:12 Roof........:. ......................................... S-11 Alternate Floor Connection at Mating Line ........................................ Plumbing Details ..................................... S-12 Mechanical Details ........................... ElectricalDetails ................................................................................. Wall & Roof Close-up Details S-15 ................... Wall Close -Up Details ..............:. Transverse Tag Interconnection Detail • Tag Unit Deck Railing S-18 Typical Tiedo wn Details................................................................. S-19 •••• S-20 Longitudinal Tiedown Details Roof Close-up Applications - Tag with Standard S-21 Gable .................... S-30 Roof Close -Up Applications - Alternate Valley .................................. Add -On Eave Details......................................................................... S-31 S-35 Roof Close -Up Applications - Vent Pipe at Rid Fireplace & Chimney Installation..... Site Built Garage / Entry - Plan Diagram ...................... Site Built Garage Roof Framing Hinged Roof Close Off Detail iii S-61 Hinged Roof Close Off Detail Hinged Roof Close Off, (Site Instructions) Hinged Roof Factory Installed Notes iv S-61.1 S-62 S-63 FORWARD This installation manual contains specific instructions that must be strict) adhered to in order for the home .to perform properly. y These installation procedures must be performed by an experienced nstaller who has carefully read and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where installed for specific requirements that must be kthe home will be nown in order to proper) use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. y For any questions regarding these instructions please contact your retailer first who will refer you to the factory if he is unable to offer assistance. FEDERAL PREEMPTION All homes built by HBOS MANUFACTURING LP. are constructed and inspected to comply with the "Federal Manufactured Home Construction & Safety Standards" (24 CFR Parts 3280 & 3282 respectively) in accordance with the requirements of the U.S. Department of Housing and Urban Development. This standard is more commonly referred to as the "HUD Code". Individual states, counties, and cities shall have no authority to establish standards regarding the construction or safety of a manufactured home which are not identical to the Federal Manufactured Home Construction and Safety Standards. A metal certification label is affixed to each section of home to certify that the home has been constructed and inspected to comply with these Standards. The design. plans and in -plant construction of all homes are inspected by independent third Party agencies to assure compliance with the Federal Standards. The private company RADCO and the State of Oregon are both approved by H.U.D. to provide such services. Any party that desires further verification may contact Mr. Philip W. Schulte the Department of Housing and Urban Development (H.U.D.) at (202) 755-7420. t nMr.. Schulte is the Chief of the Compliance Branch for the Manufactured Housing and Construction Standards Division. PRELIMINARY PREPARATIONS 1. Check with the park manager (or retailer for a private property set) for the exact location of the home site. 2. Check access to utilities prior to setting up the home. 3. Verify whether or not wheels e� dndu detachable cs gnl for ch are instructions and note be removed. special 4. For Park sets, park manager instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped lose with the home per checkout list. to prevent water 6. The home site must be graded and sloped properly P accumulation in the area beneath the home. 7. Verify (by inspecting the home's data plate) that the home has been designed and constructed to accommodate the roof and wind load requirements established by. the local jurisdiction (see "Structural Loading Requirements" below). STRUCTURAL LOADING REQUIREMENTS The structural installation requirements oof snow Ioadschwinlmatic zone or region in d loads and soil bearing order to compensate for variances in lace special load conditions. The local authority having jurisdiction may p andards requirements for the manufactured hhe local authoome which rity must be contacted er from the H.U.D t for their for a particular region. In all cases, t specific structural loading requiree ntske sure at the lohcalocation wherer twill be home design meets the specific load qureme installed. Each home is designed and constructed to accommodate the4roof live 60psf as or checked on the first page of this manual, either 20 psf, 30 psf, psf, 80 psf and a horizontal wind load of r 5 te" must also nat roof and home'ssf. The "Data loadslawhich should have a checkmark next to the appropriate coincide with the loads identified on the first page of the manual. The roof load that is checkmarked on the data plate does not necessarily dictloate the required support requirements. Rather, it only indicates the zone that the home may be located. All homes must be supported consistent with the local roof load zone where the home is to be set. 2 SETTING SINGLE WIDES OR "A" SECTION OF MULTI-WIDES 1. Tow unit into desired location over firm footing on home site. 2. Remove transportation closure material (weather proof covering and close - off grid work). A. Temporary ridge beam support posts are to remain in maintain ceiling heights during joining of unit sections. osition to B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 3. Starting with the open side of the unit, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for the pier support to be placed next to the front spring hanger. 4. Second jack shall be located under same chassis main beam just behind the rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. Locate first two support piers adjacent to the front and rear axle spring hangers. Adjust initial piers as low as possible for easy leveling. Generally, maintaining proper pitch in the drain lines will be the governing factor. 7. Place an additional support pier no greater than 24 from the front and rear end of the home. 8. Lift other chassis main beam and remove the tires (see steps 3 through 5). 9. Place piers directly opposite those placed on open side beam. 10. Evenly space the remaining piers at the required spacing for chassis supports per Table I. Install perimeter support piers per Table I as required. 11. Level the unit from side to side and front to rear by adjusting pier support heights and or shimming. Levelness must be checked using a water level or large carpenter's level, and by observation of passage doors and cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTIWIDE HOMES 1. 2. 4 5. Tow "B" section as close as possible to "A" section. Place jacks under the chassis main beam nearest to the "A" section forward and, rear of axle, lifting B" section'a Place a third jack against the outside xwheell hub atffah45 °oangl ground and jack the "B" section against the "A" section. angle to the With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20 . The third jack should be set under the outboard side of the hitch at a 45 ° angle. Letting down the hitch jack will allow the entire floor front to slide over to mate with the A section floor. With the third jack at the front of the unit, raise the floor beginning at the front crossmember to flush the inside of the front wall and top of the floor. Adjust front and rear alignment of the home sections with hydraulic jacks using ceiling panel joints as guides. Remove tires and store beneath home if desired. 3 6. Insert 1/2 bolts through mating angles at outrigger ends starting from the front crossmember. See detail "D" on drawing S-10. These bolts also serve to electronically bond the chassis. On homes where mating angles are not installed or do not align across the mating line, refer to drawing S-12 .for alternate floor connection and bonding instructions. 7. Apply jack pressure under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8. When all wall joints at the ceiling are aligned, jack the inside to bring the ceilings flush and, starting at the front of the home, secure roof sections together through the ridgeobeam loads,halves 1/2 diameterper boltsdrawings bolts or 3/8and d ameter�ag For 20 psf and 30 psf roof o screws may be used. For greater aeroof roperlyads use attached,nly 1/2 removedthe temporary s. Once the ridge .beam halves p support posting along the mating line. 9. After ceilings are secured, set support piers under outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls. For justification of all supports at the mating line refer to pier support Table II and Table III. 10. Install perimeter support piers as required and shown on the support plan diagrams and Table I pier support schedules contained in this manual. Adjust height of all supportto arssuremt at front aofinalrear levelside position ldhassbeen level on the inside floor achieved. 11. Repeat above directions for additional sections of home. 12. Close up roof section at mating line(s) of home and other areas as required. Refer -to drawings S-10, S-11, S-12, S-16, S-17, S-18 ,S-30 through S-41, and S-61 through &63. 13.lnstall tiedown straps & anchors where required. For spacing see the appropriate support plan diagram. For tiedown notes & specifications see drawing S-20. UTILITY HOOK-UP 1. Install hot and cold water line crossovers, when required, below the floor with approved flex connectors provided by HBOS MANUFACTURING LP. See drawing S-13 detail "A" or "B". Crossovers shall be the same size as the pipes in the home at the crossover point. 2. Hook up waste line crossover when required with approved connector. See drawing S-13 detail "D". Assure all drain lines have proper slope (fall) of 1/4 minimum per foot toward outlet (1/8 minimum per foot if factory installed cleanout provided at upper end of drain line). Provide final installation of any ship loose waste lines at this time (see S-13 details "E" & "F"). 4 3. Install gas line flex connector supplied with the home for crossover when required. See drawing S-13 detail "C". A. Flexible crossover connectors shall be listed for exterior. use. B. Crossovers shall be the same size as the piping in the home at the crossover point. C. Crossover connections shall be made by a listed quick disconnect device. Do not use tools on this device. 4. Hook up water line to service. A. Minimum 3/4 water connection required. B. The manufactured home is designed for an inlet water pressure of 80 Psi. A pressure reducing valve must be installed and calibrated in areas where the water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to freezing temperatures, the exposed section of the water supply Piping, shut-off valve, and pressure reducer must be protected. The most effective means of accomplishing this . is by the use of a thermostatically controlled heat tape. For this purpose, all homes are equipped at the facto outlet under the rY with an electrical receptacle inlet. home in the vicinity of the water supply Note: The heat tape used must be listed by a nationally manufactured recognized testing laboratory for use with .homes accordance with the manufacturer's and installed in In mild climates subject to onlyinstructions. occasional below freezing temperatures, an alternative is to wrap exposed sections of the water supply piping with insulation, loosely taped to Prevent excessive compression. E. To drain water lines, remove cap from drain location, open faucets and apply air pressure until all water is removed from the system. _ 5• H_ ook Up. Gas Line To Service " A. Use a gas supply connector listed for manufactured homes and according to the label attached to the home at the g supply supply connection. B. The gas piping supply system is designed for a maximum pressure of 14 water column (1/2 psi) and not less than 7 water column (1/4 psi). 6. Hook Up Waste Line To Service A. Minimum 3 waste connection required. B. An approved flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line installation, see drawing S-13 detail "E°. 5 7 Q D Complete electrical hook up and installation of light fixtures shipped loose for interior and exterior of home prior to turning on tank is full service. of water. arning: Do not turn on breaker to water heater until Complete electrical crossovers) at mating line between floor sections. Each crossover will consist of a length of 1/2 flex conduit with conductors on one floor section and a junction box with cover plate on the other floor section (see drawing S-15 detail A • All lrsplice connections ower shall be made with wire nuts. Always replace cover be 9 Complete electrical hook up from manufactured home to service. For 100 amp service or larger, 4 splice connections are required in the junction box (see drawing S-15 detail "B"). Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. Service AI Conductor AI Neutral Al Ground C1 1a2 it 100 am No. 1 THW No. 1 THW 1/0 THW No. 6 THW No. 4 THW 1 1/2 125 am No. 2/0 THW No. 110 THW No. 4 THW 2 150 nmn 200 amp No. 4/0 THW No. 2/0 THW No. 4 THW 2 10. Complete electrical connection for air conditioner where required. The circuit for an air conditioner terminates in a junction box without a receptacle. The conductors shall be spliced , with wire nuts or other approved devices. See table below for wire sizes. A disconnecting means shall be provided which is located within sight of the controller location. ize Conduit Size 7iFEra 314 3/4 3 314 3/4 3 11. Hook up duct crossover(s) beneath home for down flow heating systems. See drawing S-14 and model specific heat duct diagram shipped with the home. 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. 13. Floorheathino (bottom board): T se eitherhlvn yl covering h e bottom Of vinyl edor asphalt the home is special material that impregnated to protect against moisture, rodents, and unconditioned air. This sheathing was inspected and intact at the factory, but may have been damaged in transit or during setup. If a large hole is found and the material is vinyl coated, use a patch of the same material, tacking to the nearest floor joists, and seal the edges with tape to retain air tightness. Small holes may be sealed with tape alone. If the material is asphalt impregnated board, use a patch of the same material with a bead of adhesive around the contact edges to make an air tight seal. Tack to the nearest floor joists, or use divergent staples. Your retailer can provide material and information, or can arrange for repairs. Wrap all P -traps exposed below the floor with insulation, then wrap the bottom board material and tape all seams. FINAL -CLOSE UP AND INSPECTION 1. Ventilation of Under Floor Area: The underfloor area must be ventilated to minimize condensation beneath the home. 4 ventilation openings shall be provided from the underfloors space tonthef exterior. The combined openings shall have a net area equal to at least one square foot for every 150 square feet of floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close to corners to provide cross ventilation. 2. Moisture Control of Underfloor Area: A vapor retarding ground cover of6 Mil black polyethylene material or other equivalent membrane must be used to prevent ground moisture from entering the home. 3. Install ship loose parts to finish close off for exterior. See drawings S-16 and S-17. 4. Remove detachable hitch and store beneath home. 5. Install the ceiling beam molding and all other necessary molding to complete the interior trim. 6. Install pad and carpet in designated areas. Floors shall be swept clean and the joint at the mating line seam in the floor must be taped prior to installation. 7. Assure that the bottom edge of the factory installed exterior siding is kept at least 6 from the surrounding soil. Also, siding must not be in direct contact with concrete. 8. A roughed -in dryer vent opening has been provided for the future installation of a clothes dryer. Installation of the vent from the stub -in to the outside of the home must comply with the installation instructions provided with the dryer. Under no circumstances may the dryer be vented to the area beneath the home. 7 9. Check the following during final walk through inspection: A. All drawers and doors for proper alignment and fit. B. Floor tile, counter tops, marble, fiberglass, paneling, exterior finish, and roof for acceptable condition. C. plumbing and electrical hook ups. 10. Verify proper operation on all smoke alarms by performing the following steps: A. Determine that the power source is connected. B. Visually check for proper connection to the power source. C. Manually depress the check button. D. A "sound" indicates a working smoke alarm. T , install a replacement smoke alarm and E. In the absence of a "soun repeat items A thru E. F. All switches are to be in the off position when testing the smoke alarm(s). G. All alarms are to be tested. 11. For basement homes install a smoke alarm at the junction box under home And test alarm to ensure power. 12. Smoke alarm installation instructions are with the home in the Homeowners Manual. SUPPORT PLANS, PIER SUPPORTS, AND FOOTINGS In order to properly set up and install the manufactured home according pier support plans and schedules, the followinte advance: g information must e knotwn hn 1. Roof Load Zone: The local roof load where the home will be installed i typically either 20 psf, 30 psf, 40 psf, 60 psf or 80 psf. Note that 20 psf is often referred to as "South Zone" and 30 psf can be referred to as "iddle Zone". Check with the local building authority to determine the required roof load at the home site. 2. Soil Bearing Capacity.- The pier support schedules are based on soil bearing capacities of either 1000 psf, 1500 psf, or 2000 psf. Refer to soils report or check with the local building authority for the proper soil bearing capacity to use with the support tables. 3. Home Size Specifications• The floor width of each home section will either be 9 -10 (10 Wde), 11-10 (12 Wide), 12 -8 (14 Wide) , or 13 -6 (14 Wide The eave lengths will vary from 0 minimum to 16 maximum. ) CHASSIS & PERIMETER SUPPORTS Refer to the appropriate "Support Plan" diagram (single wide, double wide, triple wide, etc.) for a plan view of the generic support requirements. Then, with the information from items 1 through 3 above, enter Table I to determine the required pier capacity and footing pad size for chassis and perimeter supports based on the pier spacing you desire to. use (either 4, 6, or 8 spacing). If the required capacity or footing area is greater than the rating of you pier or pad, You must either decrease the. pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. Refer to drawing S-8 for pier and footing support details. Typically, perimeter supports are not required for 20 psf roof loads. However, perimeter supports are required for all roof loads at:each -side of all door and other openings -in the sidewall that are greater than 48 as shown on the support plan diagrams. Perimeter supports are not required where the home is installed on and supported by a foundation system that has a continuous perimeter wall and footing capable of transmitting the design loads to the soil (see "Foundations") Pier supports are reRS ETC quired at outset or pop -out Ofl oris, Poach cool mn posts, and outset fire place locations as shown on drawings S-5, S-6, & S-7. F FOOTINGS Footings shall be placed level on firm, undisturbed soil or on controlled fill which is free of grass and organic materials, with a minimum soil bearing capacity of 1000 psf. In areas where the ground is subject to st line according to local jurisdiction reui ements, foobngs ll be placed to extend below fro CONTINUOUS FOOTINGS If continuous footings are used (see S-8 detail "E"), the only information necessary from Table I is the pier capacity and spacing required. Disregard the required footing area. By limiting the pier load over continuous footings to 5200# for 1000 psf soil and 6000# for 1500 psf and 2000 psf soil, the required footing area has been accounted for. Note: The 5200# and 6000# limitations refer to both individual pier loads and to the combined load of multiple piers. RIDGE BEAM & MATING LINE BEARING WALL SUPPORTS Tables II and III are used for the support requirements at the mating line between two floor sections. Note: For justification of mating line supports, refer your local authority or building inspector to Table ll and Table III of this manual. UNDER FLOOR CLEARANCE AND HEIGHT RESTRICTIONS A minimum ground clearance of 12 shall be maintained beneath the lowest member of the chassis main frame (I beam). Where the home is installed on a basement or split level type foundation of the main frame members arethe area of more than the home is installed so the bottom 36 above the ground level, the foundation system shall be designed by a licensed professional engineer or architect and the installation approved by the authority having jurisdiction. 10 FOUNDATIONS The support system(s) shown in this manual gs, and devices) comprise the minimum structural requirementsfor Supporting the home to resist the total design loads as indicated herein. Where homes are installed on permanent foundations or other alternative support systems, such methods shall meet the requirements of the local building authority and when required be certified by a registered professional engineer or architect. The tiedowns as shown in this manual are not required where a permanent or alternative support foundation system is used that has been designed to resist local wind loads, is certified by a registered professional engineer or architect and is approved by the local authority having jurisdiction. OPEN SLATTED DECKS AT PORCHES AND RECESSED ENTRIES Where open slatted deck boards are used at recessed entries and porches, provisions must be made to ensure water is not permitted to drain into the area under the conditioned portion of the home. Any perimeter pe skirting or foundation wall should be installed to follow the exterior wall of the home and permit the area beneath the porch to drain water away from the home. :SITE BUILT STRUCTURES ADJACENT TO MANUFACTURED HOME It is permissible to construct a site built structure he aattachedrshtru adjacent to the manufactured home provided tcture gis self supported (freestanding) and does not rely on the manufactured home for support. In addition, it is acceptable to extend the garage or porch gable fill roof framing over and onto the manufactured home roof as long as the framing is designed and constructed to distribute roof loads gable uniforms over the manufactured home roof as shown on drawing S-55 of this manual. All site construction shall conform to local building codes and, proper fire .separation shall be provided where required.` SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) Ground mounted swamp coolers may be installed on site provided that the following criteria is adhered to: • The floor framing and chassis must not be cut, damaged or altered. 11 SITE INSTALLED GROUND MOUNTED EVAPORATIVE (SWAMP COOLERS) CONTINUED FROM PAGE • The main duct system supplied with the home must not be altered or tied into with the swamp cooler ducts. • The swamp cooler ducts must be airtight as well as below the bottom board with the exception of vertical risers into registers. The bottom board must be repaired per page 7 of this installation manual where vertical risers penetrate the bottom board. • The swamp cooler must be installed per manufacturer instructions and is subject to local jurisdiction regulations. BASEMENT DESIGNS It is the responsibility of the retailer and/or owner Lop vengineer. basement design that has been engineered and sealed by a professional designs shall adhere to local building codes and shall be approved by the authorities having jurisdiction. The basement foundation (as designed by a registered engineer) must provide proper support for the home based on the loading and spacing requirements specified in this manual. UNDER NO CIRCUMSTANCES SHALL THE MAIN CHASSIS BEAM SUPPORTS BE SPACED MORE THAN 12 ON CENTER. GOLDEN WEST WILL NOTWARRANT AGAINST ANY PROBLEMS MAIN BEAM SUPPORTS ARE ASSOCIATED WITH FLOORS IF SPACED MORE THAN 12 ON CENTER. Marriage wall columns on each side of openings must be supported according to the design load criteria shown in tables II & III in this manual. This home's electrical, mechanical and rElam ng and chasng systems shasis system not be pbe cut pe into or altered in any way, nor shall the floor or altered in any way. Stair construction at basements must comply with the UBC and local codes for widths, clearances, headroom, landings, fire protection, fire separation, smoke detectors, egress requirements etc. Stairs shall be independently supported and shall not rely on the manufacturedr�t� � shallme rbe installed onrs'tels and and shall be handrails at the basement ac in accordance with the UBC and all applicable local codes. 12 INSTRUCTIONS FOR SITE INSTALLED GAS COOKING RANGE I. FACTORY PREPARATION The home manufacturer will provide a space for the future installation of cooking range. The metal hood and cabinet protection required by 3280.204(a of the HUD Standards and the flame spread and fire protection requirements ) surfaces adjacent to the range per 3280.203 shall be installed in the factory. for A gas riser will be installed at the range space and capped off to accommodate the future installation of the range. A tag shall be placed next to the indicating the size and maximum BTU rating of the gas line. user II. SITE INSTALLATION INSTRUCTIONS The range shall be installed in the space provided in accordance with the range manufacturer's installation instructions. The BTU input requirement for the range may not exceed the rating indicated on the tag placed by the factory. After the range is installed, and with the shut-off valve open, the gasi in system shall be pressurized to 1/2 psi. (8 oz.) and the appliance connections tested for leakage using soapy water or bubble solution. 13 PERIMETER 9LULIII, r%r—w ^" AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN S40EWALL FOR ALL ROOF LOADS. (SEE NOTE 1) PLAN - MAX P•) NOTES: 1. PROVIDE PERIMETER SUPPORT PPORTKING T TABLE. FORC 20 IDE PSFOROOFOLOAODSOUSER30PENINGS PSF PER OVER 48" WIDE PER PIER SUPPORT TABLE. GEN =CHASSIS SUPPORTS PER "TABLE 1 SUPPORT SCHEDULE". M =PERIMETER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 13 4pSE Py �Q' O N0. C042077 CIVIL /f OF CAl1F4� TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) MAX. 24' MAX. (TYP.) ' I -m - UUUBLE WIDE Nom_ 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR- SPAN - OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0": ' 2• ' RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. GS LEGEND: N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m_REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®=MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 14 OS N0. C042077 �• �iL-.24P4 r,. CIVIL Il' -O' TYPICAL (6'-0' FOR 8/12 ROOF) TIEOOMN SPACING 3 a m CNASSIS MAIN BEAMS (TYPICAL) MATING UNE X RIDGE BEAM CLEAR SPAN RIOT BEAM CLEAR SPAN a •`I MATING UNE BEARING WALLS ABOVE h TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) MAX. 24' MAX. (TYP.) ' I -m - UUUBLE WIDE Nom_ 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END OF CLEAR- SPAN - OPENINGS AT THE MATING LINE THAT ARE GREATER THAN S-0": ' 2• ' RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLAN. REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS, USE 30 PSF PIER SUPPORT TABLE. GS LEGEND: N =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m_REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®=MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 14 OS N0. C042077 �• �iL-.24P4 r,. CIVIL 2 D »'-o- TYPICAL r2'-0" MAX. TYPICAL PERIMETER TIEDOWN SPAGNG R 20 PSF ROOFS) (') SUPPORTS (NOT EQUIRED FOR -CHASSIS MAIN BEAMS (TYPICAL) MATING UNE PoDGE BEAM CLEAR SPAN RIDGE BEAM CLEAR SPAN MATING UNE BEARING 24" MAX WALLS ABOVE (TYPICAL) (TYP') M. UNE LNG RIDGE BMCLE • AR SPAN PERIMETER BLOCKING REQUIRED AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS. (SEE NOTE 3) MAIN BEAMS —I RIDGE CRICKET ^ RIDGE SLOPE ROOF DIAGRAM OF ROOF LONGITUDINAL TAG LONGITUDINAL TAG r2. ORT PLAN - TRIPLE WIDE - LONGITUDINAL 1 AG uNi i GE BEAM COLUMN APING LINESUPPORTS THAT ARE GRQATERD AT THAN 3' Hp ND OF CLEAR SPAN ENINGS AT -THE M GE BEAM COLUMN PIERSUPPORT FOR SUPPORTLOCA��APAC TY AND REQUIREONS VARY WITH EACH DIVIDUAL FOOTING FAR �A.PLAN. FER TO TABLES It AND ENINGS OVIDE PERIMETER SUPR UPPBLOCKING ORT TABLET OR 20 EACH IDE PSFOF D ROOF� OADSOR �USER30PPSF PIER ER 48 WIDE PER PIEPPORT TABLE. LEGEND_T�pSEP U=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE".ti`��.�� HE'<, M =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". NO. m = RIDGE BEAM RE ERENCE "TABLE NI RIDGE BEAM SUPPORTPIER SUPPORTS PER S ROVE SCHEDULE C042077 EV. 3-- 1�4 _MATING LINE BEARING WALL PIER SUPPORTS ® PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. IE FICWI I =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21 1 15 TYPICAL PERIMETER SUPPORTS (NOT - REQUIRED FOR 20 PSF ROOFS) MATING UNE BEARING WALL ABOVE (TYPICAL) 2 D %CHASSIS MAIN m BEAMS (TYPICAL) h t►�i zla 11 MAIN BEAMS MATING LINE — IOCE BEAM CLEAR SPAN RIDGE BEAM CLEAR S PERIMETER BLOCKING REQUIRED —_ AT EACH SIDE OF DOOR OR OTHER OPENINGS OVER 48' IN SIDEWALL FOR ALL ROOF LOADS.SSEE NOTE 3) MATING UNE __o— - CHASSIS MAIN I TYPICAL AT ALL (4) CORNERS: BEAMS (TYPICAL) IF 6000III PIER/PAD 040 PSF 6000f PIER AD O 60 PSF 8000/ PIER/ AOO 80 PSF r (NONE REQUIRED O 20 PSFI 1 OF MAIN ONLY: OO LAID 0 0 20 PSF 30 =PtER/pADO 3000p PIER/PAD O 20 PSF AD 0 30 pSF 5000, �AD 40 PSF8000 60 80;; PIERAD O 40 PSF 8000/1 PIER/PAD O 60 PSF RIDGE I 10.0000 PIER/PAD O 80 PSF GTH 4 I RIDGE SLOPE OF ROC TRANSV 7k4AX MAX. 4 INANSVERSE TAG - - If�►NLE WIDE - TRANSVERSE TAG UNIT NOTES: A 1. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH END ,OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER --THAN " " '2. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOORPLA REFER TO TABLES II AND III FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. 3. PROVIDE PERIMETER SUPPORT BLOCKING AT EACH SIDE OF DOOR OR N OVER 48" WIDE PER PIER SUPPORT TABLE. FOR 20 PSF ROOF LOADS. OTHER 0PPSF PER SUPPORT TABLE. E N N=CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE".' il=PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". __RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE NO. 2 ABOVE m REFERENCE "TABLE II RIDGE BEAM SUPPORTS" SCHEDULE. ®=MATING LINE BEARING WALL PIER SUPPORTS PER "TABLE III - SUPPORTS AT MATING LINE" SCHEDULE. 1 =TYPICAL TIE -DOWN PER SHEETS S-20 & S-21. 16 S N0. C042077 E)q- L3L-.M u TYPICAL PERIMETER onoTc NAT 2'-0' M (TYP.) AT EACH SIDE OF ROOK un Vlnc OPENINGS ALL ROOF OVER48- (SEE NOTEW 3 L FOR r2RDGE T PLAN - FOUR SECIIUN Hunt- - I '•"""` BEAM COLUMNAPIER TING LINEPTHAT ARE GREATERUIRED AT THANTHAN EACH ND OF CLEAR SPA INGS AT THE BEAM COLUMN PIER SUORORT LOCTTIONS V APACTYYANDHREQUIREDDFOOTNG AREOA.PLAN. R TO TABLES II AND III F OPENINGS IDE PERIMETER SUPPO UP ORTKTABLE. FORING AT C 20 IPSFDE OROOFL OADSOR ,USER 0 PSF PER 48 WIDE PER PIER PORT TABLE. LEG ND: Q�OFESSIO,y =CHASSIS PIER SUPPORT PER "TABLE I SUPPORT SCHEDULE". ��� DOSE Py F< W =PERIMETER PIER SUPPORTS PER "TABLE I SUPPORT SCHEDULE". N0. RIDECOLUMN PIER PER NOTE OBOVE C042077 m_REFERNCE "TABLE I RIDGE BEAM SUPPORTS" SCHEDULE. EV. ki> _MATING LINE BEARING WALL PIER SUPPORTS civi ® PER "TABLE III — SUPPORTS AT MATING LINE" SCHEDULE.�IEOFCA�O� I = TYPICAL TIE—DOWN PER SHEETS S-20 & S-21 J 17 hg-IE.5- 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WOE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 18 E7 OSEpi, NO. C042077 CIVIL 4LYOfC�LIf TABLE I SUPPORT SCHEDULE - 20 PSF ROOFLOAD _ NO EAVE SOIL BEARING, SUPPORT SUPPORT 10' WIDE 12' WIDE 14' WIDE CAPACITY SPACING LOCATION REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING PIER REQUIRED FOOTING REQUIRED REQUIRED AREA CAPACITY AREA PIER CAPACITY FOOTING 4'-0` CHASSIS 1820 AREA 1000 PSF 6'_p" CHASSIS 262 2148 310 2424 349 2730 393 3222 8'-0" CHASSIS 3640 464 3636 524 525 4296 619 484-84'-0" CHASSIS18 20 175 698 1500 PSF 6�-0" CHASSIS 2148 207 2424 233 2730 262 3222 310 8'-0" CHASSIS 3640 3636 349 4'-0" CHASSIS 395 4296 413 4848 466 20002148 61"'0" 1820 144 155 2424 175 PSF CHASSIS 2730 197 8'-0" CHASSIS 3222 232 3636 263 3640 263 4296 310 TABLE I SUPPORT SCHEDULE 4848 349 - 20 . PSF ROOF LOAD - 16" EAVE SOIL BEARING SUPPORT SUPPORT 10' WIDE 12' W10E 14' WIDE CAPACITY SPACING LOCATION REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING PIER REQUIRED FOOTING REQUIRED REQUIRED AREA CAPACITY AREA PIER CAPACITY FOOTING 4'-0" CHASSIS 1980 AREA 1000 PSF 6'-0" CHASSIS 286 2 308 333 2584 372 2970 428 3462 499 3876 8'-0" CHASSIS 3960 571 559 4'-0" CHASSIS 4616 665 5168 745 1500 1980 190 2308 222 2584 248 PSF 6'_p" CHASSIS 2970 286 8'-0" CHASSIS 3462 333 3876 372 3960 381 4616 444 5168 4'-0" CHASSIS 19 80 144 497 2000 PSF 6'-0' CHASSIS 2308 167 2584 186 2970 214 3462 250 3876 8'-0" CHASSIS 3960 286 279 4616 333 5168 372 hg-IE.5- 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WOE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 18 E7 OSEpi, NO. C042077 CIVIL 4LYOfC�LIf SOIL BEARING CAPACITY 1000 PSF 1500 PSF 2000 6'-0"144 1920 144 PSF PERIMETER 1482 144 1722 CHASSIS 2064 149 2488 180 2840 205 8'-0" 2296 166 2560 185 PERIMETER. 1976 144 SOSEPtf NOTES-_ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. * km=M 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. _ Civht/ 19 SCHEDULE - 30 PSF ROOF LOAD`- NO EAVE TABLE I SUPPORT 10' WIDE 12' WIDE 12' 14' WOE SUPPORT SUPPORT REQUIRED REQUIRED REQUIRED REQUIRED FOOTING REQUIRED PIER-' REQUIRED FOOTING SPACING LOCATION PIER FOOTING PIER CAPACITY AREA CAPACITY AREA CAPACITY AREA r• 149 1244 180 1420 206 CHASSIS 1032 4'-0" PERIMETER 988 143 1148 166 1280 186 CHASSIS 1548 223 1866 269 2130 308 6'-0" PERIMETER 1482 214 1722 248 1920 278 CHASSIS 2064 298 2488 359 2840 410 8'-0"1976 285 2296 331 2560 370 PERIMETER CHASSIS 1032 14.4 1244 144 1420 144 4'-0" PERIME TER 988 144 1148 144 1280 144 CHASSIS 1548 149 1866 180 2130 205 6'-0" PERIMETER 1482 144 1722 166 1920 185 2064 198 2488 239 2840 273 CHASSIS 8'-0" 1976 190 2296 220 2560 246 PERIMETER CHASSIS 1032 144 1244 144 1420 144 4'-0" PERIMETER 988 144 1148 144 1280 144 CHASSIS 1548 144 1866 144 2130 154 2000 6'-0"144 1920 144 PSF PERIMETER 1482 144 1722 CHASSIS 2064 149 2488 180 2840 205 8'-0" 2296 166 2560 185 PERIMETER. 1976 144 SOSEPtf NOTES-_ 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH C042077 SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. * km=M 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. _ Civht/ 19 TABLE I SUPPORT SCHEDULE - 30 PSF ROOF LOAD - 16" EA VE SOIL 10' WIDE 12' WIDE BEARING SUPPORT SUPPORT 14' WIDE CAPACITY SPACING � LOCATION REQUIRED REQUIRED PIER FOOTING REQUIRED REQUIRED REQUIRED CAPACITY AREA PIER FOOTING PIER REQUIRED CAPACITY ARE FOOTING 4'-p" 1000 PSF 6'-0" 8'-0" 4'-0" 1500 PSF 6'_0' 8'-0" 4'-0" 2000 PSF 1 6'-0" 8'-0" CHASSIS PERIMETER CHASSIS PERIMETER CHASSIS PERIMETER CHASSIS PERIMETER CHASSIS PERIMETER CHASSIS PERIMETER CHASSIS PERIMETER CHASSIS PERIMETER CHASSIS PERIMETER A CAPACITY AREA 1032 149 1244 180 1200 173 1360 196 1548 223 1866 269 1800 260 2040 294 2064 298 2488 359 2400 346 2720 392 1032 144 1244 144 1200 144 1360 144 1548 149 1866 180 1800 173 2040 196 2064 198 2488 239 2400 231 2720 262 1032 144 1244 144 1200 144 1360 144 1548 144 1866 144 1800 144 2040 147 2064 149 2488 180 2400 173 2720 - 196 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 20 1420 1496 2130 2244 2840 2992 1420 1496 2130 2244 2840 2992 1420 1496 2130 2244 2840 2992 206 216 308 323 410 431 144 144 205 216 273 288 144 144 154 162 205 216 SOS E Py ` 0 NO. C042077 CIVIL TABLE I SUPPORT SCHEDULE - 40 PSF 10' WOE ROOF LOAD - 16" 12' WIDE MAX.- EAVE 14' WIDE SOIL BEARING CAPACITY SUPPORT SPACING SUPPORT REQUIRED LOCATION CAPIER PACITY REQUIRED FOOTING REQUIRED PIER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA CHASSIS 1032 149 1242 179 1418 204 4'-0" PERIMETER 1450 209 1650 238 1817 262 CHASSIS 1548 223 1863 268 2126 306 ' 1000 PSF 6'-0'2475 PERIMETER 2175 313 356 2725 392 CHASSIS 2064 297 2484 358 2835 40& 8'-0" PERIMETER 2899 418 3299 475 3633 523 CHASSIS 1032 144 1242 .144 1418 144 4'-0" PERIMETER 1450 144 1650 158 1817 174 CHASSIS 1548 149 1863 179 2126 204 1500 PSF 6,-0" PERIMETER 2175 209 2475 238 2725 266 CHASSIS 2064 198 2484 238 2835 272 8.-o.PERIMETER .2899 278 3299 317 3633 349 CHASSIS 1032 14-41242 144 1418 14- 4'-0"1650 PERIMETER 1450 144 144 1817 144 CHASSIS 1548 144 1863 144 2126 153 2000 PSF 6.-0'2475 PERIMETER 2175 157 178 2725 196 CHASSIS 2064 149 2484 179 2835 204 8'-0" PERIMETER 2899 209 3299 238 3633 262 FES511 iSEP &QIE5L LE)p-kX-_W 1. REQUIRED FOOTING AREASARE SHOWN IN SQUARE INCHES.2. UNIT WIDTHS 10' WID(, 12' WIDE, ANO 14' WIOE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. OR THE LARGER FLOORESUNIT EC110N WINpT}{ARE UNEQUAL, USE THE TABULATED 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.41f0FCAUl 21 li TABLE I SUPPORT SCHEDULE - 60 PSF ROOF LOAD - 16" MAX. EAVE- SOIL 10' WIDE 12' NIDE BEARING .SUPPORT SUPPORT 14' WIDE CAPACITY . SPACING LOCATION REQUIRED REQUIRED REQUIRED PIER CAPACITY FOOTING PIER REQUIRED FOOTING REQUIRED REQUIRED AREA CAPACITY AREA PIER CAPACITY FOOTING AREA 4'-0" CHASSIS 1032 149 1244 PERIMETER 2016 180 1420 206 291 2300 332 2500 360 1000 PSF 6'-0" CHASSIS 1548 223 1866 269 PERIMETER 3024. 2130 308 436 3450 497 3800 54888 8'- 0" CHASSIS 2064 298 24 359 2840 410 PERIMETER 4032 581 4600 663 5000 720 4'-0` CHASSIS � � 1032 144 1244 PERIMETER 2016 144 1420 144 194 2300 221 2500 240 1500CHASSIS PSF 6'-0' 1548 149 1866 180 PERIMETER 3024 2130 205 291 3450 332 3800 366 8'-0" CHASSIS 2064 198 2488 239 2840 273 PERIMETER 4032 388 4600 442 5000 480 4'-0" CHASSIS 1032 144 1244 PERIMETER 2016 144 1420 144 146 2300 166 2500 180 2000 PSF ' 6- 0` CHASSIS 1548 144 1866 144 PERIMETER 3024 2130 154 218 3450 249 3800 274 8'-0" CHASSIS 2064 149 2488 180 2840 205 PERIMETER 4032 291 4600 332 5000 360 NOTES: 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 22 N0. C042077 E -T• LL=2Qa CIVIL F-1 TABLE I SUPPORT SCHEDULE - 80 PSF 10' WIDE ROOF LOAD 16" 12' WIDE MAX. EAVE 14' WIDE SOIL BEARING CAPACITY SUPPORT SPACING REQUIRED LOCATION FR CAPACITY FOOTING AREA REQUIRED ER CAPACITY REQUIRED FOOTING AREA REQUIRED PIER CAPACITY REQUIRED FOOTING AREA 4'-0"PERIMETER CHASSIS 1032 2500 149 360 1244 2880 180 415 1420 3184 206 460 CHASSIS 1548 223 1866 269 2130 308 1000 PSF 6'-0"4320 PERIMETER 3775 554 622 4776 690 CHASSIS 2064 298 2488 359 .2840 410 8'-0" PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 4'-0" CHASSIS PERIMETER 1032 2500 144 240 1244 2880 144 277 1420 3184 144 306 CHASSIS 1548 149 1866 180 2130 205 1500 PSF 6'-0" PERIMETER 3775 363 4320 415 4776 460 8'-0" CHASSIS PERIMETER 2064 See Note 4 198 2488 See Note 4 See Note 4 239 See Note 4 2840 See Note 4 273 See Note 4 4.-0. CHASSIS PERIMETER CHASSIS 1032 2500 1548 144 180 144 1244 2880 1866 144 208 144 1420. 3184 2130 144 230 154 2000 PSF 6'-0"4320 311 4776 344 PERIMETER 3775 272 CHASSIS 2064 149 2488 180 2840 20°• PERIMETER See Note 4 See Note 4 See Note 4 See Note 4 See Note 4 See Nolte N0�- � 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 2.UNIT WIDTHS ELINE. WHERE UNIT WIOTHS ARE UNEQUAL, USE THE TH OF ( T AT EACH C042077 TABULATED SIDE OFTHE MATING VALUES FOR THE LARGER FLOOR SECTION WIDTH.14 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1.. CIVIC 4. THE MAXIMUM PERIMETER SUPPORT SPACING = 6'-0" 0/C. 'Ajf OF CALF 23 TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD EXAMPt F DIAGRAM X Q i 6 11 RIDGE BEAM I I SUPPORT 'A" M 3 M Q � IFB:ING7ALL to RIDGE BEAM SUPPORT 'B' RIDGE BEMI SUPPORT -C- .c. • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0 • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) VRoff S/ON/� 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINEQSEPy�jjoy� FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. . 3-31 2004 ,_ CIVIL _, 24 TABLE II . RIDGE BEAM SUPPORTS - 20 PSF SUPPORT SOIL 10' WIDE ROOF LOAD FPOUNOS� BEARING CA SFlT1' M SPA UM REQUIRED 2' WIDE MAXIMUM 14' WIDE (l�P 1 (FEET) F O G SPA (FEET REQUIRE TING MAXIMUM REQUIRED 1000 13'-0" AREA (FEET FOOLING 2000 1500 13'-0" 288 10'-6" 288 9'-6" AREA 2000 13'-0" 192 10'-6" 192 9'-6" 288 1000 16'-0" 144 10'-6" 144 9'_6 � 192 2500 1500 16'-0" 360 13'=0" 360 12'-0" 144 2000 16'-0" 240 13'-0" 240 12'-0" 360 1000 25'-6" 180 13'-0' 180 12'-0' 240 4000 1500 25'-6" 576 21,_6„ 576 19'-0" 180 2000 25'-6" 384 21'-6" 384 19'-0" 576 1000 32'-0" 288 21'-6' 288 19'-0" 384 5000 1500 32'-0" 720 26'-6" 720 24'-0" 288 2000 32'-0" 480 .. 26'-6" 480 24'-0" 720 1000 38'-6" 360 864 26'-6' 360 24'-0" 480 360 6000 1500 38'-6' 576 32,_0" 864 28'-6" 864 2000 38'-6" 432 32'-0" 576 28'-6" 576 1000 --- 32 -0" 432 28'-6" 432 8000 1500 --- 43'-0" 1152 37'-6" 2000 --- '' 43-0 768 37'-6" 1152 --- 43'-0" . 576 768 576 VRoff S/ON/� 1. PIER SUPPORTS ARE NOT REQUIRED UNDER BEARING WALLS AT THE MATING LINEQSEPy�jjoy� FOR 20 PSF ROOF LOADS. 2. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. NO. 3. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH 0042077 SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 4. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. . 3-31 2004 ,_ CIVIL _, 24 TABLE II RIDGE BEAM SUPPORTS - BEARING in WALL I x BEARING WALL SUPPORT PER io 11 TABLE III. EXAMPLEDIAGRAM 'A' 30 PSF ROOF LOAD RIDGE BEAM I RIDGE BEAM - SUPPORT 'A' SUPPORT "C"— RIDGE BEAM TMATING UNE SUPPORT "B' —.0 rrD C1IPPORT 'B' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0': • TO FIGURE SUPPORTS (SSPAN EE EXAMPLE A PARTICULAR AR ICU DIAGRAM M SUPPORT ABOVPIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT 14' WIDE 7'-0" 7'-0" 9'-0" 9'-0" 14'-0" 14'-0" 14'-0" 17'-6" 17'-6" 17'-6" 21'-6" 21'-6" 21'-6" 28'-6" 28'-6" 28'-6" N OTE5L Q 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2 T AT EACH SIDE OFD THE MATINGELINE,. WHERAND UNIT WIDTHS ARE EDTH OF ( UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 25 U 288 _ 720 480 _ 360 864 576 — 432 — 1152--- 768 5 6 - Q�OFESS10 SOS E Py Fyc� NO. 0042077 TABLE II RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD 10' WIDE 12' WIDE SUPPORT APACI SOIL BEARING MAPIAUM Q� OOIIRNG MAXIMUM �FEET� RE o%TI F AREAL POUNDS) �PSF� �FEET� AREA 1000 9.-6" 288 8'-0" 288 1500 9'-6" 192 8'-0" 192 2000 2000 9'-6" 144 8'-0" 144 1000 12'-0" 360 10'-0" 360 1500 12'-0" 240 10'-0" 240 2500 12'-0" 180 10'-0' 180 2000 19'-6" 576 16'-0" 576 1000 19'-6" 384 16'-0" 384 4000 1500 19'-6" 288 '" 16 -0 288 2000 24'"0" 720 20'-0" 720 1000 24'-0" 480 20'-0' 480 5000 1500 24'-0" 360 20'-0" 360 2000 29'-0" 864 24'-0" 864 1000 29'-0" 576 24'-0" 576 6000 1500 29'-0" 432 24'-0" 432 2000 39 -0 '" 1152 32'-0" 1152 1000 39'-0" 768 32'-0" 768 8000 1500 576 32'-0" 576 2000 39'-0" 14' WIDE 7'-0" 7'-0" 9'-0" 9'-0" 14'-0" 14'-0" 14'-0" 17'-6" 17'-6" 17'-6" 21'-6" 21'-6" 21'-6" 28'-6" 28'-6" 28'-6" N OTE5L Q 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2 T AT EACH SIDE OFD THE MATINGELINE,. WHERAND UNIT WIDTHS ARE EDTH OF ( UNEQUAL. USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 25 U 288 _ 720 480 _ 360 864 576 — 432 — 1152--- 768 5 6 - Q�OFESS10 SOS E Py Fyc� NO. 0042077 TABLE II RIDGE BEAM SUPPORTS - 40 PSF ROOF LOAD EXA- MSE 69RAM SPAN FOR SUPPORT •A• SPAN FOR SUPPORT 'C' `j BEARING RIDGE BEAM ' WALL SUPPORT 'A• RIDGE BEAM SUPPORT 'C' X a zo SUPPORT PER MATING UNE `� RIDGE BEAM TABLE III. SUPPORT 'g• I SPAN fOR SUPPORT 'B' • RIDGE BEAM SUPPORT PIERS ARE REQUIRED AT EACH ENO OF CLEAR SPAN OPENINGS AT THE MATT THAT ARE GREATER THAN 3"-0"• . • THE DI TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF NG LINE ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) STANCES TO TABLE II RIDGE BEAM SUPPORTS 40 PSF ROOF LOAD SUPPORT SOIL 10' WIDE FPOUNDS� BEARING I' MAXIMUM 12' W10E l PSF SPA REQUIRED MAXIMUM $$ 14' WIDE (FEET) FLEA G (FEET F TI G UIREDM MAXIMUM F00111 1000 5�_6- FE T 1500 288 ( ET ARES 2000 5'-6" 192 5'-6" 288 5'-6" 288 1000 11'-0" 576 192 5'-6" 192 4000 1500 11'-0" 11'-0" 576 1000 17'-0" 384 11'-p' 384 576 11'-0" 384 6000 1500. 864 17'-0" 864 17'-0" 576 864 17'-0" 576 17'-0" 576 1000. 23'-0" 1152 8000 1500 23'-O.. 1152 23'-0" 76823'-0" 1152 23'-O" 768 23'-0" 768 1000 28'-6' 1440 28'-6" 1440 10000 1500 28'-6" 96028'-6" 1440 28'-6" 960 960 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 26 N0. 0042077 • L3 =Mi CIVIL TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD EXAM I F DIAGRAM MESPAN FOR SUPPORT 'C' SPAN FOR SUPPORT 'A' RIDGE BEAM RIDGE BEAM BEARING SUPPORT "A' SUPPORT 'C" Z io WALL D ,I - TMATING RIDGE BEAM o a BEARING WALL LINE SUPPORT 'B' SUPPORT PER TABLE III. SPAN FOR SUPPORT 'B' n .RIDGE BEAMGREATERRTHANR3" ARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE . TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) SUPPORT �POUNE) 2000 4000 9219 8000 12000 SOIL BEARING 1000 1500 2000 1000 1500 2000 1000 1500 2000 1000 150 20 100 15 200 10 150 200 TABLE �, p pp p pp It RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD 12' WIDE 14' WIDE 10' WIDE MAXIMUM FOOTING MAXIMUM Q FOOUTING MAXIF FEE AREA (FEE7� (FEE 11 5'-4" AREA 288 4'-6" 288 4'_p„ 5'-4" 192 4'-6" 192 4'-0.. 5'-4' 144 4'-6" 144 4'-0" 10'-8" 576 9'-0" 576 8'_0" 10'-8" 384 9'-0" 10'-8" 288 9 -0" 288 16'-0" 864 13'-6" 864 12'-0" 16'-0" 576 13'-6" 576 12'-0" 16'-0" 432 13'-6" 432 12'-0" 21'-4" 1152 1152 16'-0" 21'-4" 768 21'-4" 5 -7r- 76 576 16'-0" 26'-8" 26' -z5 1440 22'-6" 1440 20'-0" 26'-8" 960 22'-6' 960 20'-0" 26'-8" 720 22'-6" 720 20'-0" 0 32'-0" 1728 27'-0" 1728 24'-0" 32'-0" 1152 27'-0" 1152 24'-0" 0864 w -n" 864 27'-0" 24'-0" NOTES � 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2T AT EACH UNIT WITHS 10' WIDSIDE OFD THE MATING ELI E. WHERE UNIT WIDTHS AND 14' WIDE RARE U EQUAL, USE THE EPRENT WITH OF (TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 27 288. 192 144 576 384 288 864 576 432 1152 768 576 1440 960 720 1728 1152 864 QR iESS10, 4 JO5 �Ply N0. C042077 F .� �-1 I At�tt II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD EXAMPLE DIAGRAM m �D SPAN FOR SUPPORT 'A" SPAN FOR SUPPC BEARING WALL MDGE B�. RIDGE BEAM SUPPORSUPPORT 'C" D _ E BEARING WALL 7MATINC SUPPORT PER UNE RIDGE BEAM to TABLE 111. SUPPORT SPAN FOR Si iaoror • RIDGE BEAM SUPPORT PIERSARE REQUIRED AT EACH END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT ARE GREATER THAN 3"-0", . • TO FIGURE THE SPAN THAT A PARTICULAR SUPPORT PIER MUST CARRY, TAKE THE SUM OF THE DISTANCES TO ADJACENT SUPPORTS (SEE EXAMPLE DIAGRAM ABOVE) TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD SUPPORT SOIL 10' WIDE FPOUNDS� CAPSRINTY M SPq UM RE%UIRED MAXIMUM 2' SDE 14' WIDE S (FEET FARAGREQUIRED MAXI MUMREQUIF 1000 (FEE) FAREAG (ST FARE 8'-5` 576 4000 1500 8'-5" 384 7,-0" 576 6'-3" 576 7'-0" 2000 8'-5" 288 7'-0" 384 6'-3" 384 6000 1000 12'-8" 864 10'-8" 288 6'-3" 288 1500 12'-8" 576 10'-8" 864 9'-4" 864 2000 12'-8" 432 10'-8' 576 9'-4" 576 8000 1000 17'-0" 1152 14'-0" 432 9'-4" 432 1500 17'-0" 768 1152 14'-0" 12'-6" 1152 14'-0" 2000 17'-0" 576 768 12'-6" 768 1000 21'-0" 1440 576 12'-6" 576 10000 1500 17 —9. 1440 21'-0" 960 15'-6" 1440 17'-9" 2000 21'-0` 720 960 15'-6" 960 1000 17'-9" 720 25'-4" 1728 15'-6" 720 12000 1500 21'-4" 1728 1152 1728 2000 25'-4" 864 21'-4" 1152 18'-6" 1152 21'-4" 864 18'-6" 864 NZIE-5- 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 28 FESS SEI N0. C042077 �• �1L-214 CIT I.- CIVIL CALIF TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 30 PSF ROOF LOAD. EXAMPL OE IAGRAM I• .L. MATING UNE �o n _ i CLEAR SPAN X MATING UNE BEARING WALLS D n LMwL TING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. M = RIDGE BEAM SUPPORTS PER TABLE It. "L" = SUPPORT SPACING PER TABLE III BELOW. NOTES: Q 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF H THE LARGER FLOOR E MATING , SECTION WIDTH. 3. TARE UNEQUAL, USE THE TABULATED VALUES 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 29 288 192 144 360 240 180 576 384 288 _ 720 480 360 864 57_ 6 432 f sslOh ISEISE y N0. C042077 Fig. 3=jj-=44114 t C�IVI llf OF CAVE TABLE III RIDGE BEAM SUPPORTS — 30 PSF ROOF LOAD 10' WIDE 12' WIDE 14 WIDE SUPPORT SOIL BEARING SUPPORT REQUIRED SUPPORT S�FAEET�G RE AIRED F AREAG SUPPORT I SQ EET�G I �POUNDS� CA�PSF�TM S�FAEET�G F AREAG 4'-0" 1000 4'-6" 288 4'-0" 192 3-6" 2000 1500 4'-6" 4 '-0" 144 S- 6" 2000 4'-6" 144 5'-0° 360 4'-6" 1000 6'-0" 360 5'-0" 240 4'-6. 2500 1500 6'-0" 180 5'-0" 4'-6" 2000 6'-0` 180 8'-0" 576 1000 9'-6" 576 4000 1500 9'-6" 384 2000 9'-6" 288 10'-0" 720 9-0. 1000 12'-0" 720 10'-0" 480 9'-0. 5000 1500 12'-0" 480. 10'-0" 360 9'-0"' 2000 12'-0" 360 12'-0" 864 10'-6" 1000 14'-0" 864 12'-0" 576 10'-6" 6000 1500 576 432 10'-6" 2000 14'-0" I432 NOTES: Q 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF H THE LARGER FLOOR E MATING , SECTION WIDTH. 3. TARE UNEQUAL, USE THE TABULATED VALUES 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 29 288 192 144 360 240 180 576 384 288 _ 720 480 360 864 57_ 6 432 f sslOh ISEISE y N0. C042077 Fig. 3=jj-=44114 t C�IVI llf OF CAVE TABLE III - SUPPORTS AT MATING LINE BEARING WALL - 40 PSF ROOF LOADS EXAMFI � DIA Rau MATING Ll UNE CLEAN !• CLEAR R SPA MATING UNE BEARING WALLS AN L.EQENL ®= MATING UNE BEARING WALL SUPPORTS PER TABLE III BELOW. m = RIDGE BEAM SUPPORTS PER TABLE II. "L" = SUPPORT SPACING PER TABLE III BELOW. ABLE III MATING LINE WALL SUPPORTS — 40 PSF ROO SUPPORT �POUNDS� SOIL CAPC 10', 12', SUPPORT 14' WIDE ONGSrFEETFIP T 4000 1000 5'—0" AREA 504 1500 5'-0" 336 5000 1000 7'-0" 706 1500 7'-0" 470 6000 1000 8'-0" 806 1500 8'-0" 540 7000 1000 9'-6" 960 1500 9'-6" 640 KIESL 1. REQUIRED FOOTING AREAS ARE SHOWN IN SQUARE INCHES. 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH SIDE OF THE MATING UNE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED VALUES FOR THE LARGER FLOOR SECTION WIDTH. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. 30 S N0. 0042077 �• X31-21704 CIT �LEoF CAL16� BLE. III - SUPPORTS AT MATING LINE BEARING WALL - 60 & 80 PSF ROOF LOAD EXAMPLE DIAGRAM MATING j 1D UNE o Q CLEAR SPAN CLEAR SPAN MATING UNE BEARING WALLS z � , .1 M LEGEND: ® = MATING LINE BEARING WALL SUPPORTS PER TABLE III BELOW. CC = RIDGE BEAM SUPPORTS PER TABLE II. "L".= SUPPORT SPACING PER TABLE III BELOW. TABLE III RIDGE BEAM SUPPORTS — 60 PSF ROOF LOAD SUPPORT SOIL 10' WIDE 12' WIDE 14' WIDE (PUNS BEARING CAPA D REQUIRED SPACINGFOOTING SUPPORT SPACING FRAG NG G SACFOOEO A E 1000 5'-4" 576 4'-6" 576 4'-0" 576 4000 1500 5'-4" 384 4'-6" 384 4'-0" 384 2000 5'-4" 288 4'-6" 288 4'-0" 288 TABLE III RIDGE BEAM SUPPORTS — 80 PSF ROOF LOAD SUPPORT SOIL 10' WIDE 12' WIDE 14' WIDE POUNDS CAPACITY BEARING QQ�� SP ACINSUPPORG Fo T REWIREDIRED SUPPORT SP F Q� SPACING REWIRED G ACING AREA AREA 1000 4'-3" 576 3'-6" 576 3'-0" 576 4000 1500 4'-3" 384 3'-6" 384 3'-0" 384 2000 4'-3" 288 3'-6" 288 3'-0" 288 QROFEsslo � NOTES* F SOSEPy�, 1. REQUIRED FOOLING AREAS ARE SHOWN IN SQUARE INCHES. �� jly� p 2. UNIT WIDTHS 10' WIDE, 12' WIDE, AND 14' WIDE REPRESENT WIDTH OF UNIT AT EACH N0. SIDE OF THE MATING LINE. WHERE UNIT WIDTHS ARE UNEQUAL, USE THE TABULATED C042077 VALUES FOR THE LARGER FLOOR SECTION .WIDTH. * *. 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS IS 2.5:1. E)p. 3_31_2004 SjAjEOFI CAl1f0��� 51 LESENDw ■ CHASSIS PIER SUPPORT PER 'TABLE I SUPPORT SCHEDULE'. MATING LINE -PERIMETER PIER SUPPORTS PER "TABLE --SCHEDULE-. E'. (NOT REQUIRED D FOR 20SF ROOFS) x INSTALL PIER AT ® -MATING UNE BEARING WALL PIER SUPPORTS -PER 'TABLE 0 EACH FACTORY III - SUPPORTS AT MATING UNE' SCHEDULE. 4 CHASSIS MAIN BEAMS INSTALLED OUT- _ c (TYPICAL) RIGGER do WHEN OUTRIGGER IS m MIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW --REFERENCE 'TABLE r GREATER THAN II RIDGE BEAM SUPPORTS' SCHEDULE. 24' FROM END OF OUTSET, INSTALL x PIER AT OF OUTSET.ND TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH ® PROVIDE CHASSIS, a SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING PERIMETER, MATING LINE AND m r)o MINIMUM PIER CAPACITIES; RIDGE BEAM COLUMN PIER SIDEWALL SUPPORTS PER STANDARD MODEL �' 12'-0' MAXIMUM S U P P O R T P L A N - O U T S E T F L O O R JA PIER CAPACITY REQUIREMENTS FOR OUTSET FLOOR AND PORCH COLUMNS ROOF LIVE LOAD / PIER CAPACITY PIER LOCATION 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF MATING LINE -� OUTSET FLOORS 2500 lbs. 2500 lbs. --- --- --- - _ SIDEWALL PORCH 2000 4000 4000 6000 6000 INSTALL PIERS END - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS UNDER MIDDLE POST AT PORCH SIDEWALL PORCH 2000 LB. 4000 LB. 4000 6000 6000 c x RECESSED SIDEWALL PORCH ABOVE. MORE MIDDLE - POSTS POUNDS POUNDS POUNDS POUNDS POUNDS ISS CHASSIS MAIN BEAMS 7' MAX THAN ONE POST t° (TYPICAL) MAY OCCUR , DEPENDING UPON 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED n THE FLOORPLAN) ABOVE, USE THE 'REQUIRED FOOTING AREA' COLUMN OF CAPACITIES PER 'TABLE it - RIDGE BEAM SUPPORTS' SCHEDULE, MAKING SURE TABLE AT RIGHT. TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE PAD SIZE LISTED. PROVIDE CHASSIS,CORRESPONDING PERIMETER, MATING LINE AND INSTALL PIERS UNDER EACH 2, RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH RIDGE BEAM COLUMN PIER SIDEWALL 8' MAX 8' MAX PORCH END -POST ABOVE. END OF CLEAR SPAN OPENINGS AT THE MATING LINE THAT SUPPORTS PER STANDARD MODEL CAPACITY PER TABLE AT RIGHT. ARE GREATER THAN 3'-0'. 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY MATH EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES 11 AND III S U P P O R T P L A N - R E C E S S E D S I D E W A L L - P 0 R C H B -tib+ PERIMETER PORCH POST RECESSED STANDARD SIDEWALL —� I OUTSET FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. FLOOR JOISTS ABOVE SIDEWALL (ABOVE) (BEYOND) i I SIDEWALL TYPICAL FLOOR II (2) 16d TOE -NAIL ---4 its ZA I FACTORY V OfESS1O,Y� (2) 16d NAILS t4� �OSEP/y � (2) 2x6 # 2 DF 0E TOE -NAILED OUTRIGGERS �`� ��, F� 1p BETTER NAILED ACCESSIBLE) I 4r— 1�P `ERE TOGETHER WITH NO 16d NAILS AT 4' 0/C (NO SPUTS ALLOWED) Illm INSTALL PIER AT C042677 �/ \ EACH FACTORY 9' MAX. /� \; INSTALLED OUIT- * PIER UNDER EACH \\ �l \\ fm MIDI\K-STD. CHASSIS 1 MAX. RIGGER & WHEN OUTRIGGER IS E* 3-31-2004 PORCH POST ABOVE J6� �,►` 11 WPIER SUPPORT / \I\; GREATER THAN CIVIL �A APPROVED �� ___�_ (BEYOND) 24 MNENDF OF C0 FOOTING STD. CHASSIS / 1 WAss SUPPORT PLANS I ROW LOM PIER SUPPORT ' J16_a�dlL PIER AT EA. END OF OUTSET FLOOR 0 S (BEYOND) OUTSET FLOOR AND 30 PSF 40 PSF SUPPORT CAPACITY FOR THIS CONDITION RECESSED SIDEWALL 60 PSF 80 PSF - 3000 POUNDS MAXIMUM 1 1 MAN By D. HOLT. art 2-3-95 MM Br D. HOLT wt[ 3-28-96 S U P P O R T D E T A t L C S U P P 0 R T D E TAIL D PROVIDE CHASSIS, 8'-0- MAX PERIMETER, AND END PORCH MATING UNE PIER (FULL WIDTH) PROVIDE CHASSIS, 10'-0- MAX. PERIMETER, AND END PORCH MATING UNE PIER (FULL WIDTH) LEGEND: ■=CHASSIS PIER SUPPORT PER -TABLE I SUPPORT SCHEDULE'. SUPPORTS PER SUPPORTS PER STANDARD MODEL STANDARD MODEL PERIMETER PIER SUPPORTS PER TABLE I SUPPORT SCHEDULE-. (NOT REQUIRED FOR 20 PSF ROOFS) FOR Z -MATING UNE BEARING WALL PIER SUPPORTS `PER 'TABLE D 111 - SUPPORTS AT MATING UNE- SCHEDULE. a 0 c ENDWALL � ENDWALL * 2 MATING m -RIDGE BEAM COLUMN PIER SUPPORTS PER NOTE 3 BELOW MATING p ►_ REFERENCE -TABLE II RIDGE BEAM SUPPORTS- SCHEDULE. UNE PORCH/DECK Z .i UNE PORCH/DECK r7 TYPICAL OUTSET FLOOR OR RECESSED SIDEWALL PORCH ® PROVIDE PROVIDE SUPPORT PIER LOCATED AS NOTED WITH THE FOLLOWING RIDGE BEAM RIDGE BEAM MINIMUM PIER CAPACITIES; D COLUMN PIER COLUMN PIER SUPPORTS -CARPET SUPPORTS c 'CARPET c a PER a PER .rc 2 CHASSIS MAIN LAYOUT AND CHASSIS MAIN LAYOUT AND PIER REQUIREMENTS FOR END PORCHES CORNER PORCH AND FIREPLACES t p BEAMS (TYP.) RIDGE BEAM m BEAMS (TYP.) RIDGE BEAM FIELD SUP- Z - 1 FIELD SUP- PORT PIER- z I ,� PORT PIER' ROOF LIVE LOAD / PIER CAPACITY a DRAWING DRAWING ® 20 PSF 30 PSF 40 PSF 60 PSF 80 PSF • END PORCHES 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 lbs. ECESSED CORNER PORCH 2000 lbs. 2500 lbs. 4000 lbs. 4000 lbs. 6000 IDs. SIDEWALL 4'-0' ENTRY SIDEWALL FIREPLACE 2000 lbs. 2500 lbs. 4000 Lbs. 4000 lbs 6000 IDs. PROVIDE SPECIAL PIERS AND PADS PROVIDE SPECIAL PIERS AND PADS AT (4) LOCATIONS OF PORCH AS SHOWN- AT ALL (4) CORNERS OF PORCH - FOR MINIMUM CAPACITIES SEE TABLE FOR MINIMUM CAPACITIES SEE TABLE NOTES: AT RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. 1. TO DETERMINE MINIMUM PAD SIZE FOR PIER CAPACITIES LISTED ABOVE, USE THE 'REQUIRED FOOTING AREA- COLUMN OF 64 64 ----FB TABLE 11 - RIDGE BEAM SUPPORTS- SCHEDULE, MAKING SURE TO USE THE SOIL BEARING CAPACITY THAT MATCHES YOUR SITE CONDITION, THE CAPACITY LISTED ABOVE, AND THE CORRESPONDING PAD SIZE USTED. SUPPORT PLAN — END PORCH W RECESSED ENTRYA SUPPORT PLAN — END PORCH DECK PROVIDE CHASSIS, NOTE: PROVIDE CHASSIS, MATING 10'-0' MAX PERIMETER, AND MATING FIREPLACE MAY PERIMETER, AND UNE MATING UNE PIER LINE OCCUR AT ANY MATING UNE PIER 2. RIDGE BEAM COLUMN PIER SUPPORTS ARE REQUIRED AT EACH SUPPORTS PER ENDWALL SUPPORTS PER END OF CLEAR SPAN OPENINGS AT THE MATING UNE THAT STANDARD MODEL STD. MODEL ARE GREATER THAN 3--0'. ENDWALL 3. RIDGE BEAM COLUMN PIER SUPPORT LOCATIONS VARY WITH EACH INDIVIDUAL FLOOR PLAN. REFER TO TABLES it AND III ENDWALL FOR SUPPORT CAPACITY AND REQUIRED FOOTING AREA. PROVIDE Z RIDGE BEAM QR0FfSS10 k1( - - X22' TYP. COLUMN PIER 5 a SUPPORTS x CHASSIS MAIN PER'CARPET AND I} iQ Sti4Q��OSEPyE� a 2 BEAMS (TYP.) LAYOUT w CHASSIS MAIN FIREPLACE 1 o 1 D�CICH� w ENDWALL RIDGE BEAM `° 0 a FIELD SUP- N0. BEAMS (TYP.) EXTENSION PORT PIER' C042077 N DRAWING < * • E* 3-31-2M4 JCIVIL OF SIDEWALL SIDEWALL CAL110 PROVIDE SPECIAL PIER AND PAD AT PROVIDE SPECIAL PIERS AND PADS DRAM SUPPORT PLANS 0 tm PSF CENTER OF FIREPLACE END JOIST AS AT THE (2) PORCH LOCATIONS SHOWN— PORCHES AND 30 PSF 40 PSF SHOWN — FOR MINIMUM CAPACITIES SEE FOR MINIMUM CAPACITIES SEE TABLE FIREPLACES PSF 80 PSF TABLE UPPER RIGHT OF THIS SHEET. AT RIGHT OF THIS SHEET. Mm BY D. HOLT oA1E 2-6-6 -95 MM sr D. HOLT CAR 3-28-96 S-6 SUPPORT PLAN — ENDWALL FIREPLACE ICI SUPPORT PLAN — CORNER PORCH DECK D MATING LINE PERIMETER E—SIDEWALL FLOOR FLOOR JOISTS CHASSIS I -BEAM OR (2) 16d TOE -NAIL- f 1 1 FLOOR RIM JOIST (2) NAILS CONTACT PAD (2) 2x6 0 2 DF TOE -NAILED NAILED ADJUSTABLE NUT BETTER NAILED (WHERE (2) 2x6 NAILED TOGETHER WITH 16d NAILS AT 4' 0/C APPROVED 2' RISER APPROVED 2' TOGETHER WITH (NO SPLITS ALLOWED) APPROVED PIER NOMINAL TREATED NOMINAL TREATED 16d NAILS AT (PERIMETER SUPPORT) LUMBER FOOTING APPROVED METAL LUMBER FOOTING 4" 0/C. INSET 9'; PAD OR 4' THICK SOLID CONCRETE PIER FRAME PAD OR 4' THICK SOLID CONCRETE APPROVED NOTE: A 3/4C x 1-1 2' APPROVED FOOTING PAD. PAD. PIERS NOTCH MAY OCCUR ON THE BOTTOM OF 2X6 BLOCKING. THE NOTCH MUST OCCUR AT 16' MIN FROM OUTSIDE EDGE OF BLOCKING. SUPPORT CAPACITY FOR THIS CONDITION 10 12 3000 POUNDS MAXIMUM METAL PIERS JAI METAL PIERS - MULTIPLE IB INSET SUPPORTS AT PERIMETER C CHASSIS GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE A WOOD PLATE (NOT CHASSIS I -BEAM EXCEEDING 2' IN THICKNESS) AND 4' WIDE x 6" LONG x 1' THICK MINIMUM I -BEAM OR NOTES: OR FLOOR WOOD SHIMS (WEDGES), FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE FLOOR RIM RIM JOIST JOIST 1. ALL PIERS AND FOOTINGS SHALL BE APPROVED FOR THEIR OR PIER AND MAIN FRAME. 2' OR 4' SOLID CONC. BLOCK MAY FILL THE INTENDED USE BY THE AUTHORITY HAVING JURISDICTION. REMAINDER OF THE GAP. PIER CAP: 2x8x16' WOOD (2 LAYERS PIER CAP: 4'x 16"x 16' 2. A MINIMUM GROUND CLEARANCE OF 12" SHALL BE MAINTAINED MAX). OR 4x8x16' SOLID CONCRETE, SOLID CONCRETE BLOCK BENEATH THE LOWEST MEMBER OF THE CHASSIS (I -BEAM). tT'S tO OR COMBINATION OF BOTH. OR EQUIVALENT. _ = z 3. THE MAXIMUM LENGTH TO WIDTH RATIO FOR FOOTING PADS STANDARD OPEN OR CLOSED CELL m a 8'x 8'x 16' CONCRETE BLOCKS WITH DOUBLE CONCRETE BLOCKS SHALL BE 2.5:1 . •I (SOLID OR CELLED) WITH o 1 CELLS PLACED VERTICALLY. THE BLOCKS INTERLOCKED AND Z 4. ALL FOOTINGS (PADS OR CONTINUOUS) MAY BE PLACED DIRECT - BLOCKS SHALL BE INSTALLED W/ 16' Z CAPPED AS SPECIFIED i-'' LY ON THE GROUND SURFACE WHERE ALLOWED BY THE LOCAL DIMENSION PERPENDICULAR TO o �O� JURISDICTION. PROVIDED THE SOIL IS FIRM AND UNDISTURBED, i I -BEAMS OR ALTERNATE DIRECTION ,iO� Z OF EACH COURSE. OR COMPACTED FILL. FREE OF GRASS AND ORGANIC MATERIAL FOOTING: 16"x 16'x 4" SOLID Z W W6 5. PIER HEIGHT MAY BE 36" MAXIMUM AS MEASURED FROM THE " APPROVED 2" CONCRETE OR OTHER PRODUCT v TOP OF THE FOOTING TO THE BOTTOM OF THE I BEAM UNDER NOMINAL TREATED APPROVED FOR THE PURPOSE. THE MAIN FRAME, AND 48' MAXIMUM TO THE BOTTOM OF THE LUMBER FOOTING ALTERNATE: (2) 8'x 16'x 4' m PERIMETER OR CENTERLINE FLOOR RIM JOIST. PAD OR 4' THICK SOLID CONC. BLOCKS W/ JOINT FINISH GRADE SOLID CONCRETE PAD. BETWEEN BLOCKS PARALLEL 6. WHEN MORE THAN ONE-FOURTH OF THE AREA OF THE MANU- TO THE STEEL I -BEAM FRAME. FINISH DE 12 GRA FACTURED HOME IS INSTALLED SO THAT THE BOTTOM OF THE MAIN FRAME MEMBERS ARE MORE THAN 3 FEET ABOVE GROUND ID CONCRETE BLOCK PIERS LEVEL. THE FOUNDATION SYSTEM SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT AND THE WHEN A PIER IS FOUNDED ON TWO OR MORE FOOTING PADS AND THE LENGTH OF THE PIER BASE IS LESS THAN THE WIDTH OF THE INSTALLATION SHALL BE APPROVED BY THE LOCAL AUTHORITY CHASSIS [-BEAM ORMULTIPLE 6'x 16" MINIMUM CONT. PAD, A LOAD DISTRIBUTING ELEMENT IS REQUIRED HAVING JURISDICTION. FLOOR RIM JOIST. CONCRETE FOOTING AND SHALL BE APPROVED 2 x TREATED LUMBER OR OTHER APPROVED MATERIAL W/ WIDTH AT LEAST EQUAL TO THE WIDTH FULL LENGTH OF THE OF THE PIER AND LENGTH AT LEAST EQUAL TO THE WIDTH OF THE I -BEAM OR RIM JOIST. 1 V ALTERNATE* FOOTINGS MULTIPLE PADS. QttOEESSIO p Cf( JOSEPHF U APPROVED CONCRETE k1 ' MAY BE INSTALLED ' CONCRETE BLOCK (OR METAL PIER) �\aQ� N0. j�0� BLOCK OR METAL PIER. / • PERPENDICULAR TO INDIVIDUAL OR COM- CHASSIS I -BEAM AT �� 0042077 BINED PIER LOADS 11 NO MORE THAN 8'-0" I6�=add•' nn O/C. WITH FOOTING P. LENGTH EQUAL TO 7/31/02 HOME WIDTH. Eq. - CIVIL �EOFCAUFO� NOTE: FINISH GRADE p WHERE REQUIRED BY 9p LmLOCAL °RA"�"SET-UP INSTRUCTIONS PSF 0 PSF AUTHORITY, (2) # 4 CONTINUOUS 16' �O �/ EXTEND FOOTING REBAR LAPPED BELOW FROST LINE 12' MINIMUM APPROVED 120 PIER AND FOOTING 30 PSF 60 PSF SUPPORT DETAILS FOOTING 80 PSF m= n D. HOLT WE 1-12-95 S—$ 12 10 CONTINUOUS FOOTINGS E SINGLE PIER ON MULTIPLE PAD F mm n TM DAM 7/232 0 (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES FIELD FIELD INSTALLED W/ (2) 3' MIN. LAG SCREW CLUSTER TABLE I APPROVED EQUAL INSTALLED, EXTENDING 6' 12 GA. x 1 1/4" ROO NG MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE .00 CLUSTER MAXIMUM SPAN OR ADJACENT SPAN OF UNIT < a PATTERN 20 P.S.F. 30 P.S.F. LAST COURSE OF 00 z00 oo 1 SCREW 5'-0' 3'-6" FACTORY INSTALLED SHINGLES FIELD INSTALLED W/ (4)ol a SHINGLES 12 GA x 11" ROOF N a NAILS AT EA. 2 SCREWS 10'-0' 7'-0' SHINGLE. 4 SCREWS 20'-0' 14'-0' (2) LAYERS 15` FELT AFTER RIDGE BEAM 6 SCREWS 30'-0' 21'-0' OR APPROVED L BOLTING.ATTACH 3/8'x FACTORY 1 ALLED 6 (M N) PYWOOD L 3/8' DIA. x 5' 8 SCREWS 40'-0' 28'-0" CLOSURE STRIP HATH 1�2' T5 W/ 6d NAILS AT 6' 0 C TO LAG SCREW 10 SCREWS 50'-0' 35'-0' 2 MIN.. FROM TOP OOF F --RIDGE BEAM AND (2) 6d RIDGE BEAM. FORAILS TO EACH RAFTER, NOTE! SPACING AND BOLT OR COVER 5' - ACCESS CLUSTER REQUIRED OVER G SCREW CLUSTER REQUIRED ONLY WHEN RIDGE BEAM HOLES WITH 30 GA. SUPPORT POSTS SEE 30 O/C - 20 P.S.F. SUPPORT POSTS ARE ON ONE SIDE OFC L GALVANIZED METAL 12 20' O/C - 30 P.S.F. 2. LAG SCREW SPACING IN CLUSTER TO BE 2" TO 4' O/C RIDGE CLOSE - UP DETAIL - 3:12 ROOF A ALTERNATE RIDGE BEAM LAG SCREW DETAIL - 20 P.S.F. AND 30 P.S.F. ONLY IB RIDGE FIELD INSTALL 1/2'- BOLTS WITH WASHERS BOLT CLUSTER TABLE I I BEAM AT 48' 0/C O 20 PSF ROOF OR 32 -O/C RIDGE CLUSTER MAXIMUM SPAN OR ADJACENT SPAN O 30 PSF ROOF OR 24' O/C O 40 PSF BEAM ROOF OR 16" 0/C O 60/80 PSF ROOFS PATTERN 20 P.S.F. 30 P.S.F. 40 P.S.F. 60 P.S.F. 80 P.S.F. • • c a •^ � WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF 1 BOLT 12'-9' 8'-10' 5'-0' 5'-0' 3'-10" 2 TO < ONLY, A BOLT CLUSTER IS N 4' 0/C REQUIRED AS SHOWN. FOR 2 BOLTS 25'-6' 17'- 8' g'_11' 9'-11' 7'-9' QUANTITY OF BOLTS, SEE TABLE 11 AT RIGHT. ril 3 BOLTS 38'-3' 26'- 7' ___ _-_ --- 4 BOLTS --- 35'- 5' 19'-10' 19'-10" 15'-6' LONGITUDINAL OR TRANSVERSE 6 BOLTS --- --- 29'-8' 29'-8' 23'-3' tt RIDGE BEAM SUPPORT POSTS 8 BOLTS --- --- 39'-7' 39'-7" 31'-0' TYPICAL WALL STUDS 11 NOTE` 11 1. BOLT CLUSTER REQUIRED ONLY WHEN RIDGE BEAM SUPPORT POSTS ARE ON ONE SIDE OF C (L F --TYPICAL FLOOR 2. BOLTS SHALL BE 1/2' (MIN.) WITH WASHERS AT EACH END. 24 RIDGE BEAM BOLTING DETAIL ic SEAL JOINT FOR ENTIRE LENGTH NOTES* AT FLOOR TO FLOOR CONNECTION DECKING WITH EXTERIOR GRADE CAULKING 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE QROFFSSIO OR EQUAL TO PROHIBIT AIR AND WATER INFILTRATION FLOOR MANUFACTURER. � f 2. AS AN ALTERNATE TO ROOFING NAILS, 1"x1'x16 GA. STAPLES \S��30SEPHE, 10 MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES`�P — - - - - - AND RIDGE SHINGLES. NO. c042077 3. ALL BOLTS &LAG SCREWS SHALL CONFORM TO ASTM SPEC. A-307 OR EQUAL E* 3-31-=f 4. FOR ELECTRICAL GROUNDING BETWEEN SECTIONS, USE STAR WASHERS AT BOTH ENDS OF THE 1/2' BOLT ON AT LEAST fj CIVII ONE OF THE BOLTS BETWEEN EACH CONNECTED SECTION. OF A1.50 1/2'- BOLTS THROUGH OUTRIGGERS MATING ANGLES AT 5. LAG SCREWS OR BOLTS IN A CLUSTER PATTERN MAY BE ALTERNATE: ENDS OF OUTRIGGERS SPACED UP TO 6. O/C PROVIDED THAT 2. O/C TO 4' O/C 'RAW "SET-UP INSTRUCTIONS" 20 PSF160 PSF FOR ALTERNATE FLOOR CONNECTION W/ WASHERS. (SEE AVERAGE SPACING IS MAINTAINED THROUGHOUT THE CLUSTER. USING LAG SCREWS SEE DETAIL NOTE X14 AT RIGHT) FLOOR AND ROOF 30 PS 80 PSF 140 � CLOSE-UP DETAILS PS2-10 - 0Ri1� � D. HOLT °"�12-20-94 FLOOR CONNECTION D 7/16' APA RATED 24/16 SHEATHING (2) LAYERS TYPE 15 FELT OR ASPHALT RIDGE SHINGLES SHIPPED LOOSE, INSTALLED WITH LONG STANDARD TAG APPROVED EQUAL FIELD FIELD INSTALLED W/ (2) DIMENSION PERPENDICULAR TO BLOCKING 'B' UNIT 'C' UNIT INSTALLED, EXTENDING 6' 12 GA. x 1 1/4' ROOFING W/ 6d NAILS O 6' O/C MINIMUM ON EACH SIDE NAILS AT EACH SHINGLE FIELD BOLTING QUANTITIES PER OF UNIT CENTERLINE LAST COURSE OF SHINGLES 12 1/8' MIN FIELD INSTALLED W/ (4) 12 ROOF SHEATHING 2 x BLOCKING GA. X 1 1/4' ROOFING NAILS AT EACH SHINGLE GABLE TRUSS (FACTORY INSTALLED) FACTORY INSTALLED SHINGLES MAX (2) LAYERS 15# FEL AFTER RIDGE BEAM OR APPROVED EQUAL BOLTING, ATTACH 3/8"x TYPICAL TAG UNIT TRUSSES FACTORY INSTALLED 12' (MIN) PLYWOOD AT 16' OR 24" 0/C CLOSURE STRIP WITH 8d NAILS AT 6" 0/ 6d NAILS AT 6" 0/C TO TAG UNIT MATING WALL 2x3 RAFTER RAIL AND (2) 2x3 RAFTER RAILS 55 (2) 6d NAILS TO EACH RAFTER. RIDGE BEAM TYPICAL ROOF TRUSS 112" DU BOLTS W/ WASHERS 2 • MIN. FROM TOP OR BOTTOM OF RIDGE BEAM OR 3/8' LAG SCREWS. FOR SPACING AND BOLT CLUSTERS REQUIRED OVER SUPPORT POSTS SEE lu 12 12 RIDGE CLOSE — UP DETAIL — 4:12 ROOF A I SECTION — TRANSITION FROM "B" TO "C" 8 STANDARD TAG NOTES: 7/16' APA RATED 24/16 SHEATHING 'B' UNIT 'C' UNIT SHIPPED LOOSE, INSTALLED WITH LONG 1. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE DIMENSION PERPENDICULAR TO MATING MANUFACTURER. LINE W/ 6d NAILS O 6" 0/C FACTORY INSTALLED 2. AS AN ALTERNATE TO ROOFING NAILS, 1'x1"x16 GA. STAPLES TEMPORARY WEATHER MAY BE USED TO SECURE THE STANDARD ASPHALT SHINGLES PROOFING MTL FOR AND RIDGE SHINGLES. PROTECTION DURING 3. ALL BOLTS & LAG SCREWS SHALL CONFORM TO ASTM SPEC. TRANSIT 3 STORAGE A-307 OR EQUAL 1-1/2� MAX on S�4PQ� s0 E Pi jo NO. C042077 rx * 01/23/03 CIVIL sIAFfOF CALP DNJ1" "SET—UP INSTRUCTIONS" 20 PS60 PSF ROOF 30 PS 140 80 PSF CLOSE—UP DETAILS PS 12 oau� Br D. HOLT DAZE 3-29-96 REM B1' T. MCGUIRE WE 1-23-03 S-11 ALTERNATE CLOSE—UP DETAIL TYPICAL TO DETAIL 'B' EXCEPT AS NOTED C MARRIAGE LINE GENERAL NOTES FLOOR DECKING 1. THESE INSTRUCTIONS SHALL BE FOLLOWED FOR FLOOR . CONNECTION AND ELECTRICAL GROUNDING ACROSS 2 x 6 RIM JOIST MATING LINES WHEN CHASSIS MATING ANGLES ARE NOT FACTORY INSTALLED. FLOOR SEALER TO PREVENT INFILTRATION 2. WHERE MATING ANGLES ARE INSTALLED ON ANY TWO OUTRIGGERS THAT ARE ALIGNED ACROSS CENTERLINE, IT IS PERMISSABLE TO GROUND THE CHASSIS IN ACCORDANCE WITH 'SHEET S-10' DETAIL 'D' AND 'SHEET S-10, GENERAL NOTE NO. 4'. a BOTTOM BOARD - PATCH W/ VINYL TAPE AT LAG SCREWS 3/8' x S' MIN. LAG SCREWS O 16'O/C (ALTERNATE SIDES AS SHOWN) TYPICAL OUTRIGGER (MATING ANGLES NOT REQUIRED) 4 FLOOR CONNECTION REQUIRED AT EACH MATING LINE A MARRIAGE LINE FLOOR DECKING 2 x 6 RIM JOIST TT SOSEP f o N0. C042077 I E* 3-31-24Q4 I I CIVIL Of CAUfO�� SOLDERLESS LUG FOR ALTERNATE GROUNDING CONNECTION, SEE GENERAL ppb, p0� 1b�5 20 PSF #8 BARE COPPER WIRE NOTE # 2. ALTERNATE FLOOR CONNECTION 30 PSF _ TYPICAL OUTRIGGER B fff MAING. BUE - art 3-28-96 S— 2 GROUND CONNECTION REQUIRED AT EACH MATING LINE FLOOR NOTE - FACTORY FACTORY NO TOOLS SHALL BE INSTALLED INSTALLED , OPTIONAL QUICK USED ON THE QUICK WATER LINES WATER LINES FLOOR DISCONNECT DISCONNECT DEVICE. FLOOR i DEVICE MATING MATING JOINT JOINT (SUPPLY) GAS CONNECTOR WATER CROSSOVER FLEX SHUTOFF VALVE, SUPPLIED BY FLEXIBLE PLASTIC WATER CONNECTOR SUPPLIED BY THE MANUFACTURER (MUST NOT REQUIRED MANUFACTURER PIPING CONNECTED DIRECTLY BE LISTED FOR EXTERIOR WHEN QUICK REMOVE DUST THROUGH SNIVEL CONNECTOR USE) DISCONNECT CAPS BEFORE AND COUPLING 6 6 IS USED CONNECTING 6 WATER UNE CROSSOVER JA ALTERNATE WATER LINE CROSSOVER B GAS LINE CROSSOVER C COUPLING WITH NOTE: NOTE& DRAIN UNE TUB OR TUB/SHOWER ADJUSTABLE DRAIN UNE TEST TO BE TEST TO BE CONDUCTED SCREW CLAMP CONDUCTED AFTER ASSEMBLY AFTER ASSEMBLY. STRAINER AND ALTERNATE: FLOOR PER NOTE f 6 BELOW. SWIVEL ADAPTER INTERIOR PARTITION ABS COUPLING W/ I APPROVED SOLVENT COLORS MUST MATCH COUPLING WITH ADJUSTABLE FLOOR SCREW CLAMPS STUBBED ADJUST FALL TO 1/4" PER FOOT 1\• VENT ZT� UNE MIN. (1/8' PER F00I IF THERE IS A CLEANOUT AT UPPER END OF LOOSE SECTION) OUTLET DRAIN SECTION (ONE ONLY) SANITARY TEE I I APPROVED ^--� ADJUSTABLECOUPLING �/ 1\' OR 2" PIPE COUPLINGS SCREW CLAMPS TO MAIN DRAIN 1\- PIPE STUBBED UNE COLORS MUST MATCH LOOSE DRAIN SECTION '� DRAIN UNE .P,— TRAP THE P—TRAP COVER W/ INSULATION W/ UNION 8 SEE 'NOTES FOR DETACHED DRAIN ASSEMBLY' BELOW g 8 SHABE SHIPPED LOOSE LL DRAIN LINE CROSSOVER D I TYPICAL DETACHED DRAIN ASSEMBLY IE FIELD INSTALLED "P - TRAP" F "E" FACTY NOTES FOR DETACHED DRAIN ASSEMBLY - DETAIL N TALLLLED 1/2- MIN CPVC 1. ABS PLASTIC PIPE FITTINGS AND JOINTS: USE SOLVENT 5. SUPPORT DRAIN LINE(S) BY FACTORY INSTALLED PLUMBERS TAPE BOW CEMENT SPECIFICALLY MANUFACTURED FOR USE IN ABS OR PLASTIC STRAPS AT 48' O/C MAX. WRAP LOOSE END OF EA H SIDE OF PLASTIC PIPE CONNECTIONS. APPLY IN ACCORDANCE WITH STRAP AROUND PIPE AND NAIL TO FLOOR JOIST OR FASTEN TO MATING LINE. MANUFACTURERS INSTRUCTIONS. SOLVENT SHALL COMPLY CHASSIS WITH SELF—TAPPING SCREW, ASSURE PROPER SLOPE WITH ASTM D 2235-81 OR NSF -14-1985. (FALL) TOWARD OUTLET OF 1/4- PER FOOT MIN. OR 1/8' MIN. PER FOOT WHERE FACTORY INSTALLED CLEANOUT IS 2. ALL JOINTS AND CONNECTIONS SHALL BE CORRECTLY PROVIDED AT UPPER END OF DRAIN LINE.L>��`J ASSEMBLED FOR TIGHTNESS. PLASTIC PIPE SHALL BE INSERTED TO THE FULL DEPTH OF THE SOCKETS OF 6. PERFORM DRAIN LINE 'FLOOD LEVEL TEST' AFTER ASSEMBLY ((SHIP LOOSE, SITE INSTALLED CPVC CROSSOVER PIPE WITH 2 ELBOWS. EACH FITTING. ACCORDING TO THE FOLLOWING PROCEDURE.SZED THE MANUFACTURED HOME SHALL BE IN A LEVEL POSITION, ALL TO MATCH FACTORY PIPE SIZES 3. THE DRAIN OUTLET MUST BE PROVIDED WITH A MINIMUM FIXTURES SHALL BE CONNECTED, AND THE ENTIRE SYSTEM SIZE SHALL BE INSERTED TO FULL DEPTH OF EACH FITTING. USE SOLVENT CEMENT CLEARANCE OF 3' IN ANY DIRECTION FROM ALL PARTS OF SHALL BE FILLED WITH WATER TO THE RIM OF THE TOILET BOWL. (TUB do SHOWER DRAINS SHALL BE PLUGGED). AFTER ALL APPROVED FOR CPVC FITTINGS. THE STRUCTURE OR APPURTENANCES AND WITH NOT LESS THAN 18' UNRESTRICTED CLEARANCE DIRECTLY IN FRONT TRAPPED AIR HAS BEEN RELEASED, THE TET SHALL BE ALT. WATER CROSSOVER - CPV G OF THE DRAIN OUTLET. SUSTAINED FOR NOT LESS THAN 15 MINUTES WITHOUT EVIDENCE WAM "SET-UP INSTRUCTIONS" OF LEAKS. THEN THE SYSTEM SHALL BE UNPLUGGED AND 4. CLEANOUTS SHALL BE ACCESSIBLE THROUGH AN EMPTIED. THE WASTE PIPING ABOVE THE LEVEL OF THE TOILET UNOBSTRUCTED MINIMUM CLEARANCE OF 12" DIRECTLY IN BOWL SHALL THEN BE TESTED AND SHOW NO INDICATION OF PLUMBING FRONT OF THE OPENING. LEAKAGE WHEN THE HIGH FIXTURES ARE FILLED WITH WATER & mm er ak RE1lo S-131 EMPTIED SIMULTANIOUSLY TO OBTAIN THE MAXIMUM POSSIBLE FLOW IN THE DRAIN PIPING. D. HOLT 12-15-94 4-24-02 TYPICAL GROMMET FLOOR INSULATION (FACT. INSTALLED) FURNACE CONNECTION TYP. 4' x 10' ADJUSTABLE REGISTER (FACTORY INSTALLED) TYP. 10' OR 12' COLLAR FACTORY INSTALLED OPTIONAL FLEX DUCT FOR TAG UNIT 11 Pill 1 11 Jill -1 11_ _ _ FIELD INSTALLED WHERE REQUIRED MIXING BOX PER (FIELD INSTALLED)CT DET. 10'« OR 12'- FLEX DUCT 4' MIN. GROUND CLEARANCE MAY REST ON CONTALT: CROSSOVER UP T. OR ALTERNATE: AIR SUPPLY PER (FIELD INSTALLED) SHIPPED LOOSE AND FIELD DET. INSTALLED (R-4 MIN.., TYP.) FOUNDATION REDWOOD) 16 FLEX HEAT DUCT CROSSOVER - DOWNFLOW FURNACE JA STANDARD HEAT DUCT FACTORY INSTALLED .016 MIN. GALV. OR ALUM. MIXING BOX INSULATED W/ FLOOR �� 1 ` R-4 MIN. HEAT REGISTER - DUE ONLY 44- SEALED COMBUSTION OR ELECTRIC FACTORY INSTALLED DUCT MATERIAL FACTORY INSTALLED I ATTACH FLEX DUCTS TO 2) 10'- OR 12'- COLLARS ONE EACH SIDE) W/ TYP. COLLARS. ATTACH OTHER END OF FLEX DUCT TO TYP. HEAT DUCT PER FACTORY 1 INSTALLED 14'- COLLAR FOR - CROSSOVER DUCT 6'- COLLAR FACTORY 12 MIXING BOX DETAIL D - INSTALLED 14'- FLEX DUCT I Rrdm wa FnmBr ah SHIPPED LOOSE AND - - FIELD INSTALLED. (TO BE SUPPORTED FROM EVERY GROM- MET W/ BAILEY WIRE) LIS FLEX DUCT LISTED MIN. R-4 14' x 10' x 10' OR 14' x 12' 'Y GALVINIZED do INSULATED W/ R-4 MIN. SHIPPED LOOSE, FIELD INSTALLED SHIPPED LOOSE AND FIELD INSTALLED. 10'- OR 12'- FLEX DUCT SHIPPED LOOSE AND FIELD INSTALLED. m mm "SET-UP INSTRUCTIONS" MECHANICAL - 16, 16 M D. HOLT . "12-20-94S-14 ALTERNATE AIR SUPPLY METHOD B OPTION REMOTE REGISTERId JUNCTION BOX PP TO DISTRIBUTION TO N JUNCTION N BOX HATH METAL PANEL CIRCUITS G G COVER PLATE FLOOR p FACTORY N INSTALLED SPLICES TO BE G JUNCTION BOX ---� MADE W/ APPROVED G CONNECTORS. P CROSSOVER FOR ONE CIRCUIT p P P TO P p CIRCUITS G N N J—BOX SIZING: G G p p 100 AMP— 4'x10'x10 200 AMP-4'x10'x12 FLEX ELECTRICAL / CONDUIT TO PARK JUNCTION N FLEX CONNECTOR,PANEL FLEX ELECTRICAL BOX. BOX G LOCK NUT AND CONDUIT WIRED AND PLASTIC BUSHING FLEX CONNECTOR TO BE SPLICED PER DIA— SPLICE CONNECTORS REQUIRED FOR 100 AMP SERVICE AND CROSSOVER FOR TWO CIRCUITS GROUNDED ON SITE GRAMS AT LEFT. 8 LARGER. FOR 50 AMP SERVICE, A PLUG—IN CORD IS PROVIDED ELECTRICAL AND WIRING DIAGRAMS FOR CROSSOVER JA ELECTRICAL FEEDER ASSEMBLY 113 P1 GENERAL NOTES: 1. WARNING: DO NOT PROVIDE ELECTRICAL POWER UNTIL THE I I II GROUNDING ELECTRODE SYSTEM IS INSTALLED do CONNECTED. I I 2. ONE APPROVED GROUNDING ELECTRODE SYSTEM IS AN I I ELECTRODE ENCASED BY AT LEAST 2' OF CONCRETE, I I LOCATED WITHIN AND NEAR THE BOTTOM OF A CONCRETE LISTED COMBINATIONFOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH METERBASE DISTRIBUTION THE EARTH, CONSISTING OF AT LEAST 20 FEET OF ONE OR PANEL. JA002 OW OR — MORE BARE OR ZINC GALVANIZED OR OTHER ELECTRICALLY APPROVED EQUAL CONDUCTIVE COATED STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 1/2' DIAMETER, OR CONSISTING OF AT LEAST o 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN MAIN NUMBER 4 OR OTHER APPROVED GROUNDING SYSTEMS PER 0 o MAIN 250-81 AND 250-83 OF THE NEC. HOT WIRES PANEL 3. MAIN PANEL WITH METER BOX SHALL NOT BE INSTALLED ON SERVICE ENTRANCE HOMES WITH METAL SIDING. CONDUCTORS — SIZE PER LOCAL CODES GROUND / NEUTRAL BAR UNDERGROUND 2' NON—M pE CONDUIT TO BE RIGID STEEL OR OTHERWISE CONFORM CONDUIT RACEWAY wn tavatu er ora M. EZZO 3/7/95 TO LOCAL CODES AND M. EZZO 11/21/9 REQUIREMENTS GROUND WIRE TM 9/24/01 FIELD INSTALLED FITTING FOR GROUNDING ELECTRODE CONNECTING CONDUIT CONDUCTOR FROM SERVICE FROM METER BASE EQUIPMENT TO GROUNDING TO BE INSTALLED ELECTRODE SYSTEM. WIRE ON SITE SIZE PER THE FOLLOWING: SERVICE: 100 AMP — 111 6 COPPER 12 -mm "SET-UP INSTRUCTIONS' 125 AMP — # 4 COPPER 150 AMP — 1I1 4 COPPER ELECTRICAL 200 AMP — f 4 COPPER �M� D. HOLT . a�12-16-94 S-15 ELECTRICAL MAIN PANEL CONNECTIONS C MAIN PANEL ASSEMBLY D FACTORY INSTALLED HARDBOARD OR PLYWOOD SIDING j I FIELD INSTALL -.FIELD INSTALLED •I• FIELD INSTALL 1 12' LENGTH OF WOOD BATTEN WITH MINIMUM 2' LAP SIDING 8d NAILS AT 12' 0/C WIDE BATTEN I OVER < INTER— CUT FROM .SAME I LOCKING WITH CAULK OR SEAL AT MATERIAL AS HORIZONTAL I SIDING UNDER— EDGES (TYPICAL) FACTORY I SIDING. ATTACH LAP SIDING I NEATH. INSTALLED I WITH 6d NAILS (FACTORY FACTORY INSTALLED HARDBOARD AT 6' 0/C EACH INSTALLED) 1 HARDBOARD OR OR PLYWOOD SIDE OF <44 PLYWOOD SIDING SIDING 6' 16- _jr T 121 MIN. MIN. 12 8 ENDWALL CLOSE-UP DETAIL - HARDBOARD JAI ENDWALL CLOSE-UP DETAIL - LAP SIDING B INSIDE CORNER CLOSE-UP ic NOTES: 1. ALL FASTENERS MANUFACTURED FROM STEEL WIRE RIDGE BEAM EXPOSED TO WEATHER SHALL BE ZINC COATED BY TYPICAL WITHOUT NOTCH FOR HOT—DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED TRUSSES OVERHANG ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU— FACTURED FROM ALUMINUM ALLOY WARE OR OTHER FASCIA SPLICE NON—FERROUS ALLOYS EXPOSED TO THE WEATHER DO FIELD APPLIED NOT REQUIRE PROTECTIVE COATINGS. PER DETAIL 1 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE 2X6 OUTLOOKERS MANUFACTURER. ENDWALL EXTENDED 32' MIN BELOW IN FROM ENDWALL. — — — — — (FACTORY INSTALLED) FASCIA _ � I O FACTORY INSTALLED 9' 9' FACTORY INSTALLED OUTLOOKER SPACING MAX MAX OUTLOOKER SPACING 16 FASCIA SPLICE AT RIDGE D 1x3x7' SPLICE BLOCK QaOfESSIO& FIELD INSTALLED TO tt JOSEPH Fj10� NAILS MIN. A WITH ACH 6d .Z. SIDE OF SPLICE NO.C042077• • • C042D * E,qx 3-31-=4 cIVIL of ck"i 2x8 FASCIA OR MAIN "SET-UP INSTRUCTIONS' 1x4 RAFTER RAIL (UNDER HARDBOARD WALL & ROOF -CLOSE-UP DETAILS - FASCIA) 6 0 DAN D. HOLT ' 12-21-94 S-16 ENDWALL FASCIA SPLICE AT RIDGE IEJ EXTERIOR WALL FRAMING TYPICAL WALL FACTORY INSTALLED r----5r n� FRAMING C STUDS AT 16" 0/C BELT RAIL HARDBOARD SIDING TYPICAL TOP PLATE �- i �I 11 II OPENING IN WALL FOR FIELD �-CAULKINGINSTALLATION TYP. STUDS AT I I OF ELECTRICAL FIELD INSTALLED 16' 0 C / II z E C R BASE, I , HARDBOARD BATT ENTIRE VOID AREAS TO I �i REMOVE FACTORY BE FILLED W/ MIN. R-1 II a INSTALLED POLY- INSULATION. o ETHYLENE SHEATHING "Z' OR "H' FLASHING �� I I FIELD INSTALLED'Ell3 HARDBOARD SIDING W/ 6d CORROSIVE RE- ENTIRE OPENING SHALL �� c CAULKING FLOOR JOISTS SISTANT NAILS AT 6' 0/C BE COVERED W/ POLY- i� FIELD INSTALLED HARDBOARD EDGES AND FIELD. ETHYLENE SHEATHING II SIDING W/ 6d CORROSIVE DURING TRANSIT AND II RESISTANT NAILS AT 6" 0/C FIELD INSTALL --FIELD INSTALLED H SKIRTING (MAY BE REMOVED PRIOR TO ATTACHMENT OF __u__ �TYP. BOTTOM EDGES AND FIELD. HARDBOARD ONE PIECE) HARDBOARD. PLATE 24 BATTS 8 8 WALL CLOSE - UP JA WALL OPENING AB D E T A I L Ic TYP. STUDS TYP. TOP PLATE AT 16" 0/C _ -n- FACTORY INSTALLED EXTERIOR �` _ _m TYP. BLOCKING AT ALL EXTERIOR SIDING ENDWALL 1. ALL FASTENERS MANUFACTURED FROM STEEL WARE II III II GYPSUM BOARD JOINTS TYP. STUDS CLOSE-UP EXPOSED TO WEATHER SHALL BE ZINC COATED BY II iL II AT 16' 0/C HOT -DIP GALVANIZED ZINC, MECHANICALLY DEPOSITED x 11 -4IF- II FIELD INSTALL 5/16" GYP. ZINC OR ELECTRODEPOSITED ZINC. FASTENERS MANU- a I III I BD. W/ CONT. BEAD OF ��- FACTURED FROM ALUMINUM ALLOY WIRE OR OTHER II III P.V.A. GLUE AT ALL FRAM- NON-FERROUS ALLOYS EXPOSED TO THE WEATHER DO II III I II ING MEMBERS k ATTACH I I NOT REQUIRE PROTECTIVE COATINGS. c II It I I 11 W/ 3 16'x1"x19 GA. STAP AT 6 0/C EDGES do FIELD 2. ALL CLOSE-UP MATERIAL SHALL BE SUPPLIED BY THE O I II AND NOT LESS THAN 1/4" MANUFACTURER. II III II FROM SIDES do ENDS DR I I 111 11 1/2* GYP. BD. W/ #6 x 11* I II III II SCREWS OR 5d COOLER FIELD INSTALL GYPSUM FACTORY INSTALLED n III NAILS OR .098 - SHANK x II BOARD (MATCH EXISTING) GYPSUM BOARD II II III 11' LONG x 19/64" HEAD II PER DETAIL �p1 RING SHANK NAILS AT (AT LEFT) T�L7JTf 7' 0/C EDGES AND FIELD AND NOT LESS THAN 3/8' TYP. BOTTOM PLATE FROM EDGES do ENDS 241 6 INTERIOR ENDWALL CLOSE - UP IDI D E T A I L JE, voVESSlom �0 E Py .� o NO. 0042077 * 4 3-31-2004 CIVIL or cmi WAM "SET-UP INSTRUCTIONS WALL CLOSE-UP DETAILS WAIN Irf DAN S— D. HOLT 12-22-94 FLAT OUTLOOKERS 7/16 O.S.B. 2 x 6 OUTLOOKER 1 x 3 R.S. SCREEN (FACTORY INSTALLED 2 x 6 R.S. (FACTORY INSTALLED) MAIN UNIT STEP FLASHING (S' HIGH) 7/16 O.S.B. N 1 x 3 R.S. FLAT OUTLOOKERS /—ROOF CONNECTION PER77 2 x 6 OUTLOOKER (FACTORY INSTALLED) DORMER TRUSS SCREEN W/ VERTICAL � WEBS O 18' O.C. ^ �rWALL CONNECTION PER �J 0 m MAIN UNR V 0 TRUSSES OVER TAG UNIT TAG UNIT MAIN UNIT R.S. FLOOR CONNECTION PER FACTORY SET-UP MANUAL ^ MARRIAGE WALL INSTALLED) STEP FLASHING (S' HIGH) NTS 2:1 TRIPLE WIDE SECTION VIEW A ROOF CONNECTION I B ROOF CONNECTION — DETAIL 1C NOTES: Qftof Essiol,,� TOESCREW /tOz4' SCREWS AT 24'0.C. 5���`��SOSEPyF� N0. C042077 2 x 6 FLAT MAIN UNIT TAG UNIT SIDEWALL E* k31-2004 EXTERIOR WALL CIVIL TEOF CAUf 0�� MARRIlR (2) 2 x 4'S SIMPSON A -33'S W/ 12 REVS= wa REM IN uiE WALL D 8D x 1 1/2' NAILS INSTALLED ON SITE TO TOP AND MIDDLE OF TAG SIDEWALL TO MAIN UNIT SIDEWALL INTERSECTION. TAG ENDWALL ST DS O 16- c. 0N1WS TRIPLE WIDE (TAG) Raw 23Lm INTERCONNECTION DETAILS PSS' 600,0 - 2:12:1 AOMES ' DRAIN By a RAJ 2/18/9 S-18 ALL CONNECTION D I ALT. WALL CONNECTION E i - : - - SECTION OF RAILING TO BE REMOVED AFTER SETUP AND STEPS, GUARDRAILS AND HANDRAILS TO BE -- INSTALLED BY SETUP. CONTRACTOR PER LOCAL CODES. -- LOCATION OF REMOVED RAILING SECTION AND STEPS ARE DEPENDENT UPON ACTUAL SITE CONDITIONS. AEVOW in Kvsm By OAT °RAS TAG UNIT DECK RAILING A°0f Lm DETAIL ALL WAN BY 517E PORCH RAILING DETAIL A MWH 3/12/99 S_ g HOMES TIEDOWN SYSTEM GENERAL NOTES: 1. THE TIEDOWN SYSTEM SHOWN CONSISTING OF STEEL STRAPS,- FLOORBUCKLES I AND GROUND ANCHORS IS ONE ACCEPTABLE METHOD OF ANCHORAGE. ALTERNATES TO THESE METHODS, MATERIALS, CIAS9S SPACINGS, ETC... MAY BE USED PROVIDED THEY MEET THE LOAD APPROVED TIE -DOWN STRAP WRAPPED \ MAIN BEAM CAPACITY REQUIREMENTS SPECIFIED IN NOTE 2 BELOW AND ARE AROUND MAN BEAM AND ATTACHED �� USTED AND CERTIFIED BY A PROFESSIONAL ENGINEER OR ARCH - TO BUCKLE ANDIQ ANCHOR HEAD ITECT AND APPROVED BY THE LOCAL ENFORCEMENT AGENCY. PER DETAILS 2. ALL GROUND ANCHORS, STEEL STRAPS, AND CONNECTIONS SHALL APPROVED SUPPORT '^ BE CAPABLE OF RESISTING N ALLOWABLE WORKING LOAD OF PIER FOOTING PER DRAWING - �, AT LEAST 3150 LBS. PLUS A 50% OVERLOAD (4725 LBS.) WITHOUT FAILURE. ALL ANCHORING EQUIPMENT SHALL BE CERTIFIED BY A OR AS TO ITS CAPACITY 40?_ 50? �q PROFESSIONAL ENGINEER ARCHITECT TO RESIST THE FORCES SPECIFIED BASED ON ANGLE OF INSTAL- 0 1 CATION AND SOIL TYPE IN ACCORDANCE WITH ASTM D3953-91, APPROVED STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL & SEALS. GROUND ANANCHOR_ SOIL TYPE AT HOME LOCATION SHALL MEET EXCEED THE ANCHORING EQUIPMENT MANUFACTURERS REQUIREMENTS. GIBED ANCHOR PER �— GENERAL NOTE 16. 3. HORIZONTAL WIND PRESSURE - 15 PSF. 12 4. ND 'THE NOPOR71ON OF THE NOF EO A TIE — D 0 W N DETAIL PLANE OF AN EXTERIOR WALL HOME SHALL BE ABOVE THE GROUND. \ 5. ALL ANCHORING EQUIPT. EXPOSED TO WEATHER SHALL HAVE A I TOP WEAVE SUFFICIENT LENGTH OF TIE -DOWN STRAP THROUGH % SLOT OF B� TOP SLOT OF BUCIQl THEN DOWN THROUGH THE BOTTOM \�` -BUCK RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUAL TO THAT PROVIDED BY A COATING OF ZINC ON STEEL OF NOT LESS COATED. ALL i SLOT OF BUCKLE, THEN BACK UP 1FROUGH THE TOP THAN 0.30 OUNCES PER SQ. FOOT OF SURFACE MAIN SLOT OF THE BUCKLE FOR A SECOND TIME AS �� SNE DETAx BEAY STEEL STRAPPING SHALL BE AT LEAST 1 1/4' WADE x .035' THICK PER SHOWN N FIGURE B-1. � � TYPE 1, FINISH B, GRADE 1 STEEL, & CERT. BY A PROFESSIONAL ENGINEER OR ARCHITECT AS CONFORMING TO ASTM D3953-91 6. GROUND ANCHORS SHALL BE INSTALLED TO THEIR FULL DEPTH, WRAP THE TIE -DOWN STRAP AROUND THE MAN BEAM BZ THEN HUGH THE TOP SLOT of THE BUCKLE FOR YAM BO11OM EMBEDDED BELOW FROST UNE, AND AT LEAST 12' ABOVE THE WATER TABLE. STABILIZER PLATES SHOULD BE INSTALLED BEAM SLOT OF THE THIRD 11YE AS SHOWN IN FIGURE B-2 THEN `yBUCKLE BUCb E TO PROVIDE ADDED RESISTANCE. EXTEND THE T1E-DOWN STRAP DOWN TO THE GROUND _ WEST HOMES ANCHOR HEAD AND CONNECT PER DETAIL � 1. IN LIEU OF THE TIE -DOWN SYSTEM HEREIN, GOLDEN 71/1 WILL ALLOW INSTALLATION OF ANY HOME ON A PERMANENT FOUNDATION SYSTEM OR OTHER APPROVED TIE -DOWN OR CHOR STRAP ALTERNATIVE SYSTEM THAT MEETS THE DESIGN UVE LOADREQUIREMENTS bMF: R 6 IMPORTANT TO REMOVE ALL STACK FROM OF THE LOCAL ENFORCEMENT AGENCY, THE LOAD THE SYSTEM AROUND THE MAN BEAM ASSEMBLY.TECf STRAPS AGAINST SHARP CORDS OF I -BEAM TO PRO B-1 CAPACITY REQUIREMENTS IN NOTE 2 ABOVE, AND IS SIGNED BY A PROFESSIONAL ENGINEER OR ARCHITECT. ANY SUCH SYSTEM UT A PIECE OF STRAPPING TO WRAP AROUND THE I -BEAM CUTA USED MUST BE COMPATIBLE WITH THE GOLDEN WEST HOMES THE A STRAP IS WRAPPED AROUND THE BEM - LONGITUDINAL FLOOR CONSTRUCTION. T I E — D O W N S T R A P T O M A I N B E A M D E T A I L B pYnTESsUo, C1 C2 C3 C42on INSERT THE TENSION BOLT INTO USE A 15/16' SOCKET OR OPEN END TO HOLD BOLT UNDER TENSION WHILE REPOSITIONING ONCE FULLY TENSIONED. ALIGN km THE ANCHOR HEAD AND ATTACH WRENCH TO MAKE AT LEAST FOUR THE 15/16' SOCKET OR WRENCH, PLACE AN OPEN END THE SQUARE NECK OF THE BOLT CIVIL 7jFfOFCAUFO � THE NUT LOOSELY. THEN INSERT COMPLETE TURNS ON BOLT UNTIL WRENCH ON THE 5/6' SQUARE SHOULDER OF THE BOLT. WITH SQUARE HOLE N ANCHOR THE STRAP INTO THE SLOTTED STRAP IS TUAT. THEN REPOSITION THE 15/16' SOCKET OR WRENCH TO HEAD AND 10TER THE HEX NUT. MAW TYPICAL ROOF Lm 20 PSF SHANK OF THE TENSION BOLT FACILITATE THE FINAL TENSIONING THIS WILL DRAW THE TWO TO- GETHER AND LOCK THE SYSTEM AS SHOWN. AFTER STRAP IS INSERTED THROUGH THE SLOT, INTO ITS FINAL POSIT TIE -DOWN DETAILS 30 PSF 40 PSF 60 PSF 80 PSE BEND IT UP AT 904. e oaAsi eY. D. HOLT aX-5-23-95 S-2� T I E — D O W N S T R A P T O G.R 0 U N D A N C H O R D E T A I L C sex TM CAX11-25,.. LONGITUDINAL TIE DOWN BRACKET IS INSTALLED IN PLANT. ALT BRACKET MAY BE INSTALLED ON SITE PROVIDED THAT THE CAPACITY IS RATED FOR 3150 LBS WORKING LOAD AND INSTALLED PER BRACKET MANUFACTURE'S ENDWALL INSTRUCTIONS. FLOOR 1-BEAM INSTALL ONE 1 1 APPROVED TIE- DOWN STRAP AT EACH END OF H EACH FLOOR SECTION 45 DEC MAX 0 W APPROVED ANCHOR WITH ANCHOR TO BE IN UNE WITH STRAP SINGLE TENSIONING HEAD UNLESS APPROVED STABILIZER PLATE OR COLLAR IS INSTALLED FOR 45' MAX. ANGLE, 'W' UST BE GREATER OR EQUAL TO 'H'. INSTALLATION OF LONGITUDINAL TIE DOWNS USE (1) LONGITUDINAL TIE DOWN AT EACH END OF EACH SECTION PLAN VIEW A SECTION —'—� B SECTION I `1 4'-6 I I c SECTION I I I --------- 9,-0 L— J 9'-O" A I B C I A — — — — — — — — — — — I MAX 'A' 'B' 'C' 0 13'-6' -- 1 SINGLE WIDE DOUBLE OR TRIPLE WIDE LONGITUDINAL TIE DOWN REQUIREMENTS ' QROFESSIOp,�F MAIN 1-BEAM �� BRACKET IS 11go. STEEL MIN. �SOSEPyejjy�� 3" N0. C042077 a. v 3-31-2004 FULL WIDTH WELDS 1/8' ORCIVIL gjEOF CALIEOR THICKNESS OF BRACKET (MIN). LONGITUDINAL TIEDOWN 3 1 2 STRAP BRACKET DETAIL 1. NOTES: LONGITUDINAL REFER TO OTS N PAGE S-20 FOR STRAPPING AND TIEDOWN ANCHORING SPECS. REQUIREMENTS atAYM BY. TM wno zaaEs DAM 11/29/99 1 only HOMgs 5-21 N0. 0042077 k CIVIL OF CAU10�� ° ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE D. HOLT . "12-27-94 S—,3 INSTALL SHINGLES UP TO NSTALL RIDGE PULL BACK FACTORY INSTALLED FELT RIDGE WITH (4) STAPLES SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS a EXTENDING 6' MINIMUM NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK It EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. ; S• PULL BACK FACTORY INSTALLED FNOREFASTENING SHINGLES USE SHINGLES 36' NIDE, 90$ ROLL ROOFING ����11'x12 GA. GALV. ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, NAILS OR 1'z1'zl6 GA. STAPLES ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE 5 (2) LAYERS FELT, FIELD INSTALLED ROLL ROOFING 12' AS SHOWN INSTALLED AND AND FULLY CEMENTED AT LAP. EXTENDING 6' FIELD INSTALL RIDGE SHINGLES INTERWEAVE FIELD INSTALLED SHINGLES OVER RIDGE HOLES. ROLL FELT BACK TO OVER MATING JOINT, SAME AS (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 2. OVER RIDGE BEAM FACTORY INSTALLED FELT 6' • FIELD INSTALLED FELT STAPLES OR NAILS. ° AND FULLY CEMENTED AT LAP. OVER JOINT — 24 ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE FACTORY INSTALLED JAI VALLEY ROLL ROOFING N0. 0042077 k CIVIL OF CAU10�� ° ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE D. HOLT . "12-27-94 S—,3 ALL EXPOSED EDGES 41 OF SHINGLES TO BE a FIRMLY EMBEDDED N PLASTIC ASPHALT It CEMENT PULL BACK FACTORY INSTALLED FELT 36' NIDE, 90$ ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED INSTALLED ROLL ROOFING 12' AS SHOWN INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, 2. JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6' STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. ° AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP DETAILS TAG WITH STANDARD GABLE JAI N0. 0042077 k CIVIL OF CAU10�� ° ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE D. HOLT . "12-27-94 S—,3 NO. W420n * w kz--= CIVIL �A>EOFCAUFO! WAf° ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY mm By D. HOLT "12-28-94 S-31 INSTALL SHINGLES UP TO INSTALL RIDGE PULL BACK FACTORY INSTALLED FELT RIDGE WITH (4) STAPLES SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAYERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND (1) STAPLE OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6' MINIMUM NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH STAPLES OR NAILS. ro FACTORY INSTALLED ����� FFOORgFASTENING SHINGLES USE SHINGLES 11'02 GA. GALV. ROOFING NAILS OR 1'xi'x16 GA. STAPLES (2) LAYERS FELT, FIELD INSTALLED AND EXTENDING 6" FIELD INSTALL RIDGE SHINGLES OVER RIDGE OVER MATING JOINT, SAME AS OVER RIDGE BEAM FIELD INSTALLED FELT OVER JOINT ROLL ROOFING -- FACTORY INSTALLED VALLEY ROLL ROOFING (BOTTOM 12' TO BE LOOSE AND NOT NAILED DOWN) PULL BACK FACTORY INSTALLED FELT 36' WIDE, 50/ MIN. ROLL ROOFING SITE APPLIED SHINGLES UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES OR WOVEN OVER THE VALLEY AS H SHINGLE SHOWN. ATTACH EACH ACCESS FOR RIDGE BEAM BOLTING. WHEN FINISHED LAPPED UNDER FACTORY NAILS PER SHINGLE INSTALLED ROLL ROOFING 12' AS SHOWN WITH (4) STAPLES NAILS INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. INSURING THAT NO NAIL IS WITH IN 6' OF CENTER OF VALLEY PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO (2) LAYERS OF FELT, LAPPING TO MATCH FACTORY INSTALLED SHINGLES, JOINT AND ATTACH WITH FACTORY INSTALLED FELT 6 STARTING AT BOTTOM AND WORKING TO 2 STAPLES OR NAILS. AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN ` v 24 ROOF CLOSE - UP DETAILS ALTERNATE VALLEY A NO. W420n * w kz--= CIVIL �A>EOFCAUFO! WAf° ROOF CLOSE-UP APPLICATIONS ALTERNATE VALLEY mm By D. HOLT "12-28-94 S-31 R 0 0 F C L O S E — U P A P P L I C A T 1 0 N S / V E N T P I P E A T A D D — 0 N E A V E IA SHINGLES AND UNDERLAYMENT T3/8O TRUHSSES)IW/ 6d NIAILS OI6DI0/C R PERIMETER, EDGES. AND FIELD. DRIP EDGE PER SHINGLE MFR'RS.� __j INSTALLATION INSTRUCTIONS I r' 1 x 3 LEDGER TO RAFTER RAIL I i FASTENED PER TABLE AT RIGHT I I 1 x 4 RAIL FASTENED TO BLOCKS PER TABLE AT RIGHT I I 1' x 24 GA. STRAP O EA. BLOCK W/ (7) 7/16' x 1" x 16 GA STAPLES I EACH END OF STRAP i 2 x 8 FASCIA TO BLOCK W/ I (3) 16d NAILS 2 x 6 EAVE BLOCKS SPACED PER TABLE AT RIGHT 1/2" HARDBOARD SOFFIT W/ 6d NAILS O 6" 0/C PERIMETER, EDGE, do FIELD. SEAL. CAULK, ETC. JOINT BETWEEN SOFFIT AND SIDEWALL PER TABLE AT RIGHT 0 N E A V E D E T A I L PULL BACK FACTORY UFT FIRST COURSE REMAINDER OF THE ROOF LOAD INSTALLED FELT TO OF THE FACTORY VENT FLASHING - GALV. SHINGLE COURSES 20 PSF 30 PSF EXPOSE ACCESS FOR INSTALLED SHINGLES METAL OR MINIMUM 50/ SHALL BE LAID 80 PSF MAXIMUM EAVE EAVE CONNECTIONS TO FACILITATE THE ROOFING MATERIAL OR OVER UPPER PORTION 16" 16' AND FELT OVER EAVE INSTALLATION OF TYPICAL APPROVED OF THE VENT PROJECTION MAXIMUM VENT FLASHING AND ROOF JACK. FLASHING FLANGE MAXIMUM FACTORY 5/16" MINIMUM INTER -WEAVING WITH EAVE SHINGLES AS SHOWN No. 8x2 SCREWS AT 8"0/C No. 8x2 SCREWS AT 8"0/C PLYWOOD 15" MIN. No. 8x2 SCREWS AT 6'0 C SHINGLES SHEATHING 3 7/16"x 1. 5"x15GA 1. STAPLES 3 7 16 x 5'x15GA STAPLES 3 7/16-x 5'x15GA STAPLES (3 No. 8x 2 WOOD SCREWS 3 No. 8x 2 WOOD SCREWS BLOCK SPACING MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM GALROOFING NAILSEN SHINGLES /OR 1"x 21 x 16 GA. STAPLES. - SHINGLES SHALL BE CLASS "C' WIND RESISTANT OR BETTER TESSIO Q� N4f 1 x 6 MINIMUM RAFTER RAIL Zoo JOSEPyF.� �� ASPHALT CEMENT FIELD INSTALL MOULDED AROUND PIPE AT (2) LAYERS OF TYPE 15 FELT UNDERLAYMENT FLASHING CONTACT SURFACE.$` - FASTEN SHINGLES W/ 1l"x 12 GA. FULLY CEMENTED BETWEEN (ALT. RUBBER GASKET) GALV ROOFING NAILS OR 1"x 1'x SHINGLES THAT OVERLAY THE FLANGE TO BE FIRMLY LAYERS WITH PLASTIC 16 GA. STAPLES. SHINGLES SHALL BE CLASS "C" EMBEDED IN PLASTIC ASPHALT CEMENT- WIND RESISTANT OR BETTER ASPHALT METAL DRIP EDGE DIRECTLY ON DECK STARTING AT BOTTOM AND WORKING TOWARD FACTORY INSTALLED SHINGLES 2c 3c WITH (4) FASTENERS PER SHINGLE PER c MFR'S. INSTALLATION INSTRUCTIONS 12 R 0 0 F C L O S E — U P A P P L I C A T 1 0 N S / V E N T P I P E A T A D D — 0 N E A V E IA SHINGLES AND UNDERLAYMENT T3/8O TRUHSSES)IW/ 6d NIAILS OI6DI0/C R PERIMETER, EDGES. AND FIELD. DRIP EDGE PER SHINGLE MFR'RS.� __j INSTALLATION INSTRUCTIONS I r' 1 x 3 LEDGER TO RAFTER RAIL I i FASTENED PER TABLE AT RIGHT I I 1 x 4 RAIL FASTENED TO BLOCKS PER TABLE AT RIGHT I I 1' x 24 GA. STRAP O EA. BLOCK W/ (7) 7/16' x 1" x 16 GA STAPLES I EACH END OF STRAP i 2 x 8 FASCIA TO BLOCK W/ I (3) 16d NAILS 2 x 6 EAVE BLOCKS SPACED PER TABLE AT RIGHT 1/2" HARDBOARD SOFFIT W/ 6d NAILS O 6" 0/C PERIMETER, EDGE, do FIELD. SEAL. CAULK, ETC. JOINT BETWEEN SOFFIT AND SIDEWALL PER TABLE AT RIGHT 0 N E A V E D E T A I L SIDEWALL 2 x 4 BLOCKS BETWEEN EAVE BLOCKS O 48" 0/C (EVERY THIRD BAY) FOR 16" EAVE. AND 24' 0/C (EVERY BAY) FOR 24' EAVES. FASTEN 2X6 EAVE BLOCKS TO EACH END OF 2X4 BLOCKS W (2) 16d END OR TOE -NAILED. FASTEN (N -SITE) 2X4 BLOCKS TO 1 x 3 LEDGER WITH (3) 18 X 2\" WOOD SCREWS. NO. 0042077 Eq. ,31--2904 °`""° ROOF CLOSE—UP APPLICATI PSF ONS PSF 40 PSF ADD-ON EAVE [6io PSF 80 PSF e WAN BY D. HOLT VAX 2-8-95 E a DRAW BY — D,>E _9S-3, ADD-ON EAVE INSTALLATION TABLE HOLD ROOF SHEATHING AND SHINGLES ROOF LOAD BACK FROM OUTSIDE FACE OF SIDEWALL 10";. EXTEND UNDERLAYMENT OUT 24" TO 36' FROM THIS POINT (TO END OF FASCIA) 20 PSF 30 PSF 40 PSF 1 60 PSF 80 PSF MAXIMUM EAVE 24' 24' 16" 16' 16" AND FOLD BACK FOR TRANSIT. PROTECT PROJECTION MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM UNROOFED PORTION W/ POLYETHYLENE COVER FOR TRANSIT AND STORAGE. 1 x 3 LEDGER CONNECTION No. 8x2 SCREWS AT 8"0/C No. 8x2 SCREWS AT 8"0/C No. 8x2 SCREWS AT 8'0 C No. 8x2 SCREWS AT 6'0 C No. 8x2 SCREWS AT 6'0 C TRUSSES O 16" 0/C (ALT: 24" 0/C FOR 20 PSF ROOF ONLY) 1 x 4 RAIL CONNECTION 3 7/16"x 1. 5"x15GA 1. STAPLES 3 7 16 x 5'x15GA STAPLES 3 7/16-x 5'x15GA STAPLES (3 No. 8x 2 WOOD SCREWS 3 No. 8x 2 WOOD SCREWS BLOCK SPACING MAXIMUM MAXIMUM MAXIMUM MAXIMUM MAXIMUM GALROOFING NAILSEN SHINGLES /OR 1"x 21 x 16 GA. STAPLES. - SHINGLES SHALL BE CLASS "C' WIND RESISTANT OR BETTER TESSIO Q� N4f 1 x 6 MINIMUM RAFTER RAIL Zoo JOSEPyF.� SIDEWALL 2 x 4 BLOCKS BETWEEN EAVE BLOCKS O 48" 0/C (EVERY THIRD BAY) FOR 16" EAVE. AND 24' 0/C (EVERY BAY) FOR 24' EAVES. FASTEN 2X6 EAVE BLOCKS TO EACH END OF 2X4 BLOCKS W (2) 16d END OR TOE -NAILED. FASTEN (N -SITE) 2X4 BLOCKS TO 1 x 3 LEDGER WITH (3) 18 X 2\" WOOD SCREWS. NO. 0042077 Eq. ,31--2904 °`""° ROOF CLOSE—UP APPLICATI PSF ONS PSF 40 PSF ADD-ON EAVE [6io PSF 80 PSF e WAN BY D. HOLT VAX 2-8-95 E a DRAW BY — D,>E _9S-3, AFTER RIDGE BEAM BOLTING FACTORY INSTALLED PROCEDURE IS COMPLETED, VENT PIPE FIELD INSTALL (2) LAYERS FIELD INSTALL RIDGE OF FELT OVER & EXTENDING SHINGLES PER DETAIL 6" MINIMUM EACH SIDE OF ANDZZI RIDGE BEAM VENT FLASHING — GALV. HOLE MAY BE CUT METAL OR MINIMUM 50# IN RIDGE SHINGLE (2) LAYERS TYPE 15 FELT ROOFING MATERIAL F FOR VENT PIPE FACTORY INSTALLED ( FACTORY INSTALLED SHINGLES HOLE TO BE CUT THROUGH FELT LAYERS FOR VENT PIPE AS REQUIRED ASPHALT CEMENT SHINGLES THAT OVERLAY MOULDED AROUND PIPE AT THE FLANGE TO BE BEDDED FLASHING CONTACT SURFACE. IN PLASTIC ASPHALT CEMENT. (ALT: RUBBER GASKET) • 1� 2. 12 ROOF CLOSE — UP APPLICATIONS VENT PIPE AT RIDGE DETAIL JA NOTES6 1. THE ABOVE APPLICATION METHOD MAY BE FACTORY 00WESS10 INSTALLED AT NON—MATING RIDGES. StiE����OSEPH 2. SHINGLES SHALL NOT BE INSTALLED ON A ROOF HAVING �P� j10 A SLOPE LESS THAN 2" IN 12' UNLESS THE MANUFACTURER N0. WARRANTS THE SHINGLE FOR A LESSER SLOPE. C0420n 3. SHINGLES ARE TO BE CLASS 'C" WIND RESISTANT * k OR BETTER. Ems. 3-31-2004 4. FOR FASTENING SHINGLES, USE 1 1/4'x 12 GA. GALV. ROOFING NAILS OR 1'x 1"x 16 GA. STAPLES {f,,_ CIVIL ° ROOF CLOSE—UP APPLICATIONS VENT PIPE •AT RIDGE ar wa D. HOLT 12-28-94S-4 SITE INSTALLED CHASE EXTENSION, CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM 1. TEN FOOT RULE SUMMARY HEIGHT REQUIREMENTS REFER THE MINIMUM CHIMNEY HEIGHT ABOVE THE ROOF IS SPECIFIED TO FIREPLACE MANUFACTURERS BY ALL MAJOR U.S. BUILDING CODES. IF THE HORIZONTAL DISTANCE FROM THE CHIMNEY EDGE TO THE PEAK OF THE �t I INSTALLATION INSTRUCTIONS AND ROOF IS LESS THAN 10 FFET, THE TOP OF THE CHIMNEY MUST THE TEN FOOT RULE. SEE NOTES AT RIGHT OF SHEET. BE AT LEAST 2 FFET ABOVE THE PEAK OF THE ROOF PER Fla A -A BELOW. IF THE HORIZONTAL DISTANCE FROM THE 1 I CHIMNEY EDGE TO THE PEAK IS GREATER THAN 10 FEET, A CHIMNEY HEIGHT REFERENCE POINT IS ESTABLISHED ON THE ROOF SURFACE 10 FEET HORIZONTALLY FROM THE CHIMNEY EDGE. THE TOP OF THE CHIMNEY MUST BE AT LEAST 2 FEET ABOVE THIS REFERENCE POINT PER FIG. B-8 BELOW. IN ALL CASES THE CHIMNEY CANNOT BE LESS THAN 3 FEET �a ABOVE THE EDGE OF THE ROOF AT THE EGDE OF THE CHIMNEY. s 10'-0' CHIMNEY LESS PEAK OF ROOF o• I FACTORY INSTALLED EXTERIOR ROOF FIREPLACE CHASE. (13'-8' MAX. TRANSPORTATION HEIGHT) FOR SITE -BUILT CHASE FOLLOW FIREPLACE MANUFACTURERS FIGURE A -A INSTALLATION INSTRUCTIONS. CHIMNEY 10'-0' PEAK OF ROOF 32 c z ROOF ei FIGURE B -B EXTERIOR FIREPLACE A SITE INSTALLED CHIMNEY EXTENSION AND TERMINATION. FOR MINIMUM HEIGHT REQUIREMENTS REFER TO FIREPLACE MANUFACTURERS 2. THE 2' IN 10' RULE IS NECESSARY IN THE INTEREST OF SAFETY INSTALLATION INSTRUCTIONS AND AND DOES NOT INSURE SMOKE-FREE OPERATION. TREES, THE TEN FOOT RULE SEE NOTES I 1 BUILDINGS, ADJOINING ROOF LINES, ADVERSE WIND CONDITIONS, AT RIGHT OF SHEET. ETC..., MAY REQUIRE A TALLER CHIMNEY TO DRAW PROPERLY. elA. QROFESSIO,y� tee;.., +•,,e e SOSEPHI, �0 FACTORY INSTALLED CHIMNEY .?P THROUGH ROOF WITH ROOF NO. FLASHING (13'-8' MAXIMUM 0042077 TRANSPORTATION HEIGHT.) * E* 3 - CIVIL OF CA1.10 °RA�10 "SET—UP INSTRUCTIONS" FIREPLACE CHIMNEY INSTALLATION _ B Mm By D. HOLT DATE hi2-29-94 S-41 INTERIOR FIREPLACE OPTIONAL GARAGE HOME EXTERIOR WALL OF MANUFACTURED 5/8' TYPE 'X' GYPSUM BOARD MAY BE APPLIED TO EXTERIOR OF HOME MANUFACTURED HOME AT GARAGE AREA ONLY W/ 6d COOLER OR 'W SITE CONSTRUCTED EXTERIOR SIDING WALLBOARD NAILS OR 11' BUGLE HEAD TYPE SCREWS AT ONE-HOUR FIRE WALL OF MANUFACTURED HOME CONNECT WASHER/ DRYER 7' 0/C EDGES AND FIELD. (5/8' GYP. BD. APPLIED TO EXTERIOR II I UTILITIES AS REQUIRED OF HOME SHALL BE COVERED W/ MINIMUM 3 MIL POLYETHYLENE REMOVE ACCESS II PER SHEATHING TO PREVENT DAMAGE FROM THE ELEMENTS DURING TRANSIT AND SET-UP). COVER TO SANITARY II REMOVE TEE AND FIELD OVER ACCESS COVER WATER LINES, INSTALL WASHER ELBOW OFF OF FACTORY Ir- -------------------- 1 II TRAP ARM, II INSTALLED LINES AND I 1 'P' -TRAP AND rr II FIELD INSTALL HOT AND j I 11 STANDPIPE r 11 I COLD HOSE BIBBS FOR II DOOR BETWEEN HOUSE AND 11 I I II WASHER II GARAGE SHALL BE MINIMUM II I I II 1 11 1 3/8' THICK SOLID WOOD OR II I I II I FACTORY INSTALLED II LISTED 20 MINUTE FIRE DOOR I I OPTIONAL SITE -BUILT I I II I WATER LINES I I I WITH SELF CLOSER. I II ENTRY IN THIS AREA II I I II 11 PER DETAIL II FACTORY INSTALLED I I II -WASTE UNE, SANITARY �j ALL WALLS ADJACENT I� j LJ� jj- TEE AND VENT THROUGH I TO HOME SHALL BE OF I I = C J�� jj II ROOF I I ONE HOUR FIRE RESISTIVE 11 jI CONSTRUCTION PER LOCAL II II FACTORY INSTALLED 1� ENFORCEMENT AGENCY I II��- ELECTRICAL JUNCTION 11 II o FIELD INSTALL WIRING �� I BOX ('J' -BOX) SITE -BUILT WALLS I v FROM FACTORY -moi j I I a INSTALLED "J' -BOX fl 1 I I! TO WASHER AND/OR 11 I II 11 I 1 DRYER RECEPTACLE 11 II I I� SITE -BUILT GARAGE ii II I ii i _ EXTEND FACTORY II 1 ----- 11 II INSTALLED GAS 11 I I 1 PIPE AND FIELD I1 1 I I INSTALL SHUT-OFFF II I 11 1 I 1 VALVE AS I I 1 FACTORY REQUIRED FOR wlL_ - NSTALLED L'------------------------- ====!j ==j GAS DRYER'vfF GAS UNE NOTE` GARAGE SHALL BE SITE ++ CONSTRUCTED PER REQUIREMENTS OF THE LOCAL ENFORCEMENT AGENCY. VERIFY ALL MINIMUM ALL FIELD INSTALLED ELECTRICAL. GAS, WASTE AND WATER SIZES AND CLEARANCES WITH LINES SHALL CONFORM TO THE REQUIREMENTS OT THE LOCAL 24'-0' MAXIMUM LOCAL ENFORCEMENT AGENCY. ENFORCEMENT AGENCY. 48 8 PLAN VIEW SITE - BUILT GARAGE JA UTILITY CONNECTIONS IB OPENING TO 10 NOTES: EXTERIOR WALL OF MANUFACTURED MANUFACTURED w HOME 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE HOME s INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). ��% pWOFESS/o JOSEP// fj� j0� FIELD IENTR 1Y 2. THE DESIGN AND CONSTRUCTION OF THE GARAGE AND/OR °`�►P II 1 INSTALLED ENTRY IS SUBJECT TO THE APPROVAL OF.THE LOCAL NO. IIENTRY ENFORCEMENT AGENCY. C042077 ALL WALLS ADJACENT TO HOME SHALL BE OF DOOR ll 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE/ENTRY BE ONE HOUR FIRE RESISTIVE II c INSTALLED AS PART OF THE ORIGINAL INSTALLATION. E�.3=3L-2004 CONSTRUCTION PER LOCAL ENFORCEMENT AGENCY 11 z II a 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS.op OFCALIfO 5. OPENINGS FROM THE GARAGE (INCLUDING PASSAGE DOORS), DOOR BETWEEN HOUSE AND ENNT�RY GARAGE SHALL BE SITE / ARE NOT PERMITTED DIRECTLY INTO A BEDROOM. GARAGE SHALL BE MINIMUM CONSTRUCTED PER APPROVAL 0R "m "SET-UP INSTRUCTIONS" 1 3/8' THICK SOLID WOOD OR OF THE LOCAL ENFORCEMENT LISTED 20 MINUTE FIRE DOOR AGENCY. VERIFY ALL MINIMUM SITE BUILT WITH SELF CLOSER. SIZES AND CLEARANCES WITH GARAGE / ENTRY — LOCAL ENFORCEMENT AGENCY. °��°� D. HOLT . "01-03-95 S-50 PLAN VIEW SITE - BUILT ENTRY AT GARAG GARAGE GABLE TRUSS 2 x 3 MIN RIDGE ROOFING MATERIAL, OVER (2) LAYERS SITE -BUILT 'CALIFORNIA' OR CONVENTIONAL 2 x 6 OF f2 CONT. SUPPORT PURLINS TYPE 15 FELT (OR EQ.). OVER 5/16' OR FILL FRAMING OVER FRAMING RIDGE BOARD AT 48' O/C (BEYOND) 3/8" COX PLYWOOD 24/0 INDEX WITH MANUFACTURED HOME FACE GRAIN PERPENDICULAR TO 5/8" TYPE 'X' GYP. SIMPSON 'LU26" - FRAMING W/ 6d NAILS AT 6' 0/C EDGES, BD. FLOOR TO JOIST HANGER 12' 0/C FIELD., ROOF SHEATHING VALLEY SHINGLE APPLICATIONS INSTALL PER Z:�'LjORZ:�'Lj I I ROOF LINE OF o Fr_ _______ I _ _____ __- __ MANUFACTURED HOME 2x3 FLATS AT 24' O/C N �I II pLa p II I� 2x4 RAFTERS � xc I I --_ h- - - --1 i ft GARAGE TRUSSES AT 24" 0/C OR CONVENTIONAL 2x3 SUPPORT POSTS AT 40' O/C MAX. ALONG 11 'CALIFORNIA' FRAMING ANY PASSAGE DOOR EACH 2x4 RAFTER �I FILL 11 FROM HOUSE TO GARAGE SHALL BE 11' I FRAMING PER mac\ II SOLID WOOD OR LISTED 20 MINUTE "� I I 55 FIRE DOOR W/ SELF CLOSER 16 im I I - ____ -- -- �. SECTION CALIFORNIA FILL. B 2 x 6 DF #2 CONT. ROOFING MATERIAL, OVER (2) LAYERS RIDGE BOARD w 1 I i La <& I I ALL WALLS ADJACENT TO TYPE 15 FELT (OR EQ.). OVER 5/16" OR MANUFACTURED HOME 3/8" COX PLYWOOD 24/0 INDEX WITH (3) 12d NAILS TOE -NAILED 1 SHALL BE OF ONE-HOUR FACE GRAIN PERPENDICULAR TO AT EACH RAFTER TO RIDGE II I CONSTRUCTION PER LOCAL FRAMING W/ 6d NAILS AT 6' O/C EDGES, I SITE _1 ILT Z mj (�p�`pT��;'�' I ENFORCEMENT AGENCY. I FOR ADDITIONAL. 12' O/C FIELD., (4) 10d NAILS OR (6) 7/16'x 2\7x 2x3 SUPPORT INFORMATION SEE77 16 POSTATO 4x4�RAFRTER I I AT 244. O/C / >h I I 1 2x4 RAFTERS AT 24' O/C AT 24" O/C IT LENGTH VARIES NOTE: A AGE SHALL BE SITE 2X3 MIN SUPPORT P03TS (2) 10d NAILS OR (5) 10d 3 7/16"x 2\"x 16 NAILS SITE -BUILT GARAGE CONSTRUCTED PER THE AT 40" O/C MAX. ALONG GA. STAPLES (TYPICAL REQUIREMENTS OF THE EACH 2x4 RAFTER (TOE -NAILED) EA. END) LOCAL ENFORCEMENT 2 x 3 MIN RIDGE AGENCY. SEE NOTE 1. SUPPORT PURLINS 3)12d NAILS OR 16 \(TOE 128 AT 48" 0/C GA. STAPLES -NAILED) 12 PLAN VIEW SITE - BUILT GARAGE A . ELEVATION CALIFORNIA FILL FRAMING ic 5 16 OR 3/8- COX PLYWOOD ROOF SHEATHING 24/0 UNDERLAYMENT NOTES: 6d NAILS AT 6- 0/C ROOFING MARTERIAL 1. GARAGE MUST BE DESIGNED AND CONSTRUCTED AS TO BE FESSIO to �l�r 12" O/C INDEPENDENTLY SUPPORTED FROM MANUFACTURED HOME (FREE STANDING). EO �^ FIBS, _ _ _ \5��SOSEPAf (4) 1 O 2• THE DESIGN AND CONSTRUCTION OF THE GARAGE 2X4- RAFTERS NAILS IS SUBJECT TO THE APPROVAL OF THE LOCAL N0. AT 24' O/C 16 (6) 7/16'x ENFORCEMENT AGENCY. 0042077 2X6 OF 8 \'x 16 GA. TAKES 3. SET-UP INSTRUCTIONS REQUIRE THAT THE GARAGE BE RIDGE BOARD INSTALLED AS PART OF THE ORIGINAL INSTALLATION. En.3--3L-2W4 �2 10d NAILS OR ^) 4. PASSAGE DOOR BETWEEN THE HOUSE AND GARAGE SHALL CIVIL � 3) 7/16'x 2\"x 16 GA. �ROOFE NOT COUNT AS ONE OF THE TWO REQUIRED EGRESS DOORS. (!FOFCAUFO STAPLES (TOE -NAILED) OF 5' THE GARAGE DOORS), MANUFACTURED HOME ARENOT PERMITTED DIRECTLY(INTOUAING BEDROOM. 20 FLIT 2x3 SUPPORT POSTS DRA1 "SET-UP INSTRUCTIONS" RW LOAN 04d AT 40" O/C MAX. ALONG SITE -BUILT 20 PSF 6 EACH 2x4 RAFTER GARAGE 30 PSF�' 0 8 gp WM Irf D. HOLT MIE 1-5-95 FrwwFt TM ah11 25 99 S-55 ATTACHMENT DETAIL D1. LENGTH VARIES GENERAL NOTES 1Y 8'-0' B. -O.-12" 12' 8 A. THE HOMES' INSTALLATION MANUAL MUST CONTAIN A LETTER MA AX. SIGNED BY GOLDEN WEST HOMES' QUALITY CONTROL MANAGER VERIFYING THAT THE HOME (IDENTIFIED BY SERIAL NUMBER) HAS BEEN CONSTRUCTED TO ALLOW AN AWNING OR 18' SQUARE x 12' DEEP w CARPORT ATTACHMENT. MINIMUM CONCRETE FOOTING (TYPICAL ---------- --- -- - ---------_ B. ROOF LIVE LOAD - 30 PSF MAXIMUM AT EACH POST) x8 0�_HDR 4x8 D HDR , C. ALL ACCESSORY COVER CONSTRUCTION SHALL COMPLY WITH ROOF UNE OF (TYPICAL) (TYPICAL) I LOCAL REQUIREMENTS AND THE 1991 EDITION OF THE UNIFORM BUILDING CODE. CONSTRUCTION AND MATERIALS FOR SUPPORT ACCESSORY COVER I �� I PIERS/PADS SHALL COMPLY WITH STATE CODES FOR ti O I e��'� MANUFACTURED HOMES. ROOF LINE OF THE I �''+► i I D. ALL FASTENERS FOR ACCESSORY COVER SHALL BE GALVAN- MANUFACTUREO HOME I I a jr0 I R IZED AND/OR AS REQUIRED BY THE LOCAL BUILDING OFFICIAL. SIDEWALL OF THE I I CROSS — SECTION KEY NOTES MANUTACTURED I � I o Q1 2x6 CONTINUOUS LEDGER ATTACHED TO MANUFACTURED HOME I a I I HOME 2x8 FASCIA WITH No. 8 x 3' GALVANIZED WOOD I ro I SCREWS AT 4' O/C STAGGERED. I I I N I I I 0 SIMPSON 'U26' JOIST HANGER (OR EQUAL) AT EACH RAFTER. — — — — — — — — r — — — — — — — — — — — — — c ( APPLY 2x6 BLOCKING BETWEEN RAFTERS AT EACH RAFTER BAY OVER 4x8 HEADER. ENDN((AIL OR TOENAIL EACH END OF uj BLOCKING TO RAFTERS WITHI NAILSA ND I ZO 0/C.oENAIL BLOCKING TO HEADER WITH 16d) NAILS AT 616d PROVIDE PERIMETER O w a ® 1/2' APA RATED CCX PLYWOOD (24/0) SHEATHING APPLIED T PERPENDICULAR 0 FRAMING WITH 8d I SUPPORTS AT 5'-0' 0/C PER DRAWING c> I u' �F Q W/ FACE GRAIN GALVANIZED BOX NAILS AT 6. O/C EDGES AND FIELD. I pi1J,'f `a` I Q STAGGER ENDS BETWEEN ADJACENT COURSES. EDGE—NAIL 2 W PLYWOOD TO 2x6 LEDGER AND 2x6 BLOCKING ABOVE HDR. z m z _ Q5 APPLY COMPOSITION ROOFING SHINGLES AND UNDERLAYMENT 461 IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. START AT ACCESSORY STRUCTURE FASCIA AND WORK TOWARD AND INTER—WEAVE W/ FACTORY P L A N O F A C C E S ,S 0 R Y C O V E R JA 16' 12'-0' MAXIMUM 16' INSTALLED SHINGLES USING PROPER HEADLAP. MAXIMUM' MAX. PERIMETER SUPPORT FOOTINGS: FOR 1500 PSF SOIL USE (1) 16'x 16'x 4' THICK PAD UNDER EA. SET OF BLOCKS. FOR z=i —��_ 5 1000 PSF SOIL USE (2) 16'x 16% 4' THICK PADS UNDER EACH �_ �'�izz;zz r` 12 SET OF BLOCKS. — ---= ( 2x6 DF No. 2 RAFTERS AT 16' O/C MIN. 3 4 I 113 ® SIMPSON H4 FROM EACH RAFTER TO 4x8 HEADER 2 Q SIMPSON 'PC44' POST CAP (OR EQUAL) EA. POST TO HEADER. i MANUFACTURED QO 4x8 DF No. 2 HEADER/BEAM HOME FASCIA Z 11 4x4 P.T. DF POSTS AT 8'-0' O/C MAXIMUM SPACING T�F SIDEWALL OF THE MANUFACTURED 8 Q SIMPSON 'PB44' POST BASE (OR EQUAL) AT EACH POST I HOME �,�-- -SEE CROSS FACTORY INSTALLED SECTION KEY CHASSIS PIER HARDBOARD SIDING NOTES 9 FFSS10 ,t OSEP �0 SUPPORTS P R DRAWING — �� N • RI ABOVE RIGHT CONC. BLOCK SUPPORT 1 PIERS AT 5'-0. O/C 12 CONCRETE NO. Ctf42077 6 PER DETAIL � FOOTING AT X317016 % EACH POST :.� �• . co CIVIL 1 �I ore f� •'��}?�' iV CRAIM WwLolas 20 PSF 30 PSF ' :;.•:' 16' 18' SQ. ACCESSORY COVER - Is wo Or. D. HOLT aw-5-25-95 air:— S -6O ACCESSORY COVER CROSS — SECTION Berner.— mr.,T; I ROOF SECTION AT TRUSS PROFILE FOR TRIPLEWIDE I is I ROOF ION AT DOUBLEWIDE TRUSS PROFILE rJA_SITE INSTALLED ITEM - SEE SHEET S-62 "SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF". FACTORY INSTALLED ITEM - SEE SHEET S-63 "FACTORY INSTALLED NOTES". GENERAL NOTES: 1. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA, OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. AEk.90Y5 al ME By I UIE MS I _____ WINGED ROOF I MPan&acWdng, LOS BY CRB MII1-23-97 Idn�DCCI 5-61 32 3/8' MAX TYPICAL LISTED CAP TRUSS 12 �. T T ■ 5 1 A TYPICAL MAIN ROOF TRUSS 1E REMOVE TEMPORARY SHEATHING INSTALLED OVER THE FOLDED DOWN .CAP TRUSS AND INSTALL 3/8' APA RATED 24/0 SHEATHING ,WHICH IS SHIPPED LOOSE, TO SIDE OF CAP TRUSS ON EACH END OF HOME ONCE THE TRUSS IS HINGED UP. ROOF SECTION AT TRUSS PROFILE FOR DOUBLEWIDE IAI CAP TRUSS HINGED TO MAIN TRUSS WITH NYLON STRAP ENABLING THE TRUSS TO FOLD DOWN INTO ROOF CAVITY FOR TRANSPORT. INSTALL 2X3 STUDTO EACH K NGP STYWITH (1) No. 8AXE3" WOODI EDGSCREW AO— SECURE CAP TRUSS TO MAIN TRUSS W/ (3) 7/16' X 2 1/2' X 15 GA STAPLES FASTEND FROM OTTOM CHORD OF CAP TRUSS INTO TOP CHORD OF MAIN TRUSS AS SHOWN. O— REMOVE TEMPORARY EDGERAIL MENTIONED ABOVE AND RE -ATTACH TO KINGPOST OF CAP TRUSS WITH (2) 7/16' X 2-1/2' X 15 GA STAPLES. MISC NOTES FOR 5/12 HINGE SETUP N0. civi OF CA 7/16/02 I FGFND- OSITE INSTALLED ITEM - SEE SHEET S-62 U.O.N. 'SITE INSTRUCTIONS FOR HINGE ROOF CLOSE OFF'. FACTORY INSTALLED ITEM - SEE SHEET S-63 U.O.N. 'FACTORY INSTALLED NOTES'. GENERAL NOTES: 1. FOR HOMES WITHOUT 'ALTERNATE CONSTRUCTION' APPROVAL, FUEL BURNING FURNACE AND WATER HEATEI NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. 2. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 3. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH AS SHINGLES, SHEATHING, RIDGE BOARD, FASCIA. OUTLOOKERS, BOLTS, ATTIC VENTS, ETC... SHALL BE SUPPLIED BY THE FACTORY AND SHIPPED LOOSE WITH THE UNIT. FOAM HINGED ROOF H�S MPanufacturing, CLOSE—OFF By TM WE 7/3/02 40 PSF S-61.1 S I T E I N S T R U C T 1 0 N S F O R C L 0 S E - O F F G E N E R A L N 0 T E S DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS t 1. ALL MATERIALS REQUIRED FOR SITE CLOSE -OFF SUCH SHINGLES, SHEATHING, FASCIA OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN OBOLT RIDGE BEAM HALVES TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". O BOLT RIDGE BEAMS TOGETHER AT MATING LINES PER INSTALLATION MANUAL SHEET S-11, DETAIL "A". OAT EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" 0/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED O AT EACH END OF ROOF, INSTALL 2x6 No. 2 H.F OUTLOOKERS AT 28" 0/C WITH ONE OUTLOOKER DIRECTLY NEXT TO EACH SIDE OF THE PEAK. EXTEND ALL OUTLOOKERS BACK TO THIRD, TRUSS FROM ENDWALL, EXTEND OUTLOOKERS OUT PAST ENDWALL TO MATCH FACTORY INSTALLED WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH THE HINGED PORTION OF ROOF. OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 8x3" WOOD SCREWS AT EACH CONNECTION. OUTLOOKER EXTENSIONS. FASTEN OUTLOOKERS TO HINGED TRUSS TOP CHORD WITH (2) No. 80" WOOD SCREWS AT EACH CONNECTION. 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. 4. ALL FASTENERS EXPOSED TO WEATHER SHALL OINSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER O INSTALL CONTINUOUS 2x8 FASCIA BOARD TO ENDS OF OUTLOOKERS WITH (3) 16d NAILS AT EACH OUTLOOKER. SPLICE FASCIA PER BE CORROSION RESISTANT. 5. AT EACH END OF UNITS, FIELD INSTALL SIDING SET-UP MANUAL DRAWING "S-16". SET-UP MANUAL DRAWING "S-16". TO MATCH TYPE THAT IS FACTORY INSTALLED ®APPLY 3/8" APA RATED 24/0 ROOF APPLY 3/8" APA RATED 24/0 ROOF ON MANUFACTURED HOME. INSTALL SIDING PER MANUFACTURERS INSTRUCTIONS WITH 6d SHEATHING OVER ENTIRE SURFACE OF SITE ® SHEATHING OVER UNSHEATHED SURFACES OF CORROSIVE RESISTANT NAILS AT 6" O.C. EDGES INSTALLED CAP. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. HINGED ROOF. FASTEN SHEATHING WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER AND FIELD. AND FIELD. OINSTALL A MINIMUM OF FOUR ROOF VENTS® (50 SQUARE INCH NET OPENING EACH) AT APPLY 3/8" APA RATED 24/0 ROOF SHEATHING OVER THE GAP BETWEEN EACH HALF OF UNIT OVER CUT-OUTS IN SECTIONS OF THE HOME. FASTEN SHEATHING FACTORY INSTALLED SHEATHING TO WITH 8d NAILS AT 6" 0/C EDGES, PERIMETER PROVIDE ATTIC VENTILATION. AND FIELD. ©APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR- O INSTALL A MINIMUM OF SIX -ROOF VENTS (50 SQUARE INCH NET OPENING EACH) AT ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- EACH SIDE OF RIDGE OVER CUT-OUTS IN MENT SHALL BE INSTALLED TO CONTINUE FACTORY INSTALLED SHEATHING TO UPWARD FROM FACTORY APPLIED SHINGLES PROVIDE ATTIC VENTILATION. FASTEN EACH HINGED KING POST TO 2x4O LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. © APPLY ROOF SHINGLES WITH UNDERLAYMENT IN ACCORDANCE WITH SHINGLE MANUFACTUR- ERS INSTRUCTIONS. SHINGLES AND UNDERLAY- felt" ®INSTALL CAP TRUSSES TO EACH HINGED RAFTER CHORD WITH A 6 3/4" OVERLAP MENT SHALL BE INSTALLED TO CONTINUE UPWARD FROM FACTORY APPLIED SHINGLES w RnWBY ag AMsw11/1 7 EACH SIDE. FASTEN EACH SIDE WITH (4) 8d NAILS. FASTEN EACH HINGED KING POST TO 2x4 LEDGER W/ (2) No. 8 x 3" WOOD SCREWS. ®INSTALL CONTINUOUS 1x4 MEMBERS (8' LENGTHS) TO THE TRUSSES ON EACH SIDE F_ OF THE PEAK. FASTEN 1x4'S TO TRUSSES I WITH (2) 8d NAILS PER TRUSS. FASTEN 1x4'S ACROSS THE PEAK WITH 8d NAILS 0RA1N0 SITE INSTRUCTIONS MPanufacturing, SPACED 4" 0/C. FOR HINGE ROOF CLOSE -OFF 0R1�' CRB DATE 1-22-97 PS 40 F S-62 FACTORY I N S T A L L E D N 0 T E S G E N E R A L N 0 T E S DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS m 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH- SHINGLES, SHEATHING, FASCIA, A APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. A APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. ©© INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. 2. FOR HOMES WITHOUT. "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER � HEATER VENTS SHALL NOT BE POSITIONED INHOME SUCH THAT THEY WOULD EXTEND THROUGH ©FACTORY INSTALLED SHEATHING UPFACTORY © INSTALLED SHEATHING UP THE HINGED PORTION OF ROOF. T0. HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND ONDERLAYMENT PER STRUCTURAL TO END OF OUTER SECTION PER STRUCTURAL DRAWING No.. 98.00 AND FACTORY INSTALLED SHINGLES AND DNDERLAYMENT.PER STRUCTURAL 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER . DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 � FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 BE CORROSION RESISTANT. FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS D FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. W/ (1) No. 8 x 3" WOOD SCREW. �ttisars ■n K%= er wh MSW 1 17 auric HINGED ROOF FACTORY INSTALLED NOTES H MPanufacturing, CRB c�h 1-23-97 40 PSF S—:63 PULL BACK FACTORY INSTALLED FELT INSTALL SHINGLES UP TO RIDGE WITH (4) STAPLES INSTALL RIDGE SHINGLES OVER TO EXPOSE ACCESS FOR RIDGE BEAM (2) LAVERS FELT, FIELD OR NAILS PER SHINGLE RIDGE BEAM WITH BOLTING. WHEN FINISHED INSTALL 30 GA. INSTALLED OVER AND (1) STAPLE'OR GALV. METAL OR PLYWOOD ACCESS EXTENDING 6" MINIMUM NAIL ON EA. SIDE STRIP OVER HOLES. ROLL FELT BACK EACH SIDE OF RIDGE BEAM AS SHOWN TO RIDGE JOINT AND ATTACH WITH FACTORY INSTALLED STAPLES OR NAILS. 5• EXP FACTORY INSTALLED FOR SHINGLES USE SHINGLES �� 11'x12 GA. GALV. ROOFING / NAILS OR 1'x1'x16 GA. STAPLES (2) LAYERS FELT, FIELD S �8' INSTALLED AND EXTENDING 6' OVER RIDGE FIELD INSTALL RIDGE SHINGLES OVER MATING JOINT, SAME AS OVER RIDGE BEAM �, FIELD INSTALLED FELT OF SHINGLES TO BE FIRMLY EMBEDDED N PLASTIC ASPHALT OVER JOINT PULL BACK FACTORY INSTALLED FELT 36' WIDE, 90# ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES, OR ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED. INSTALLED ROLL ROOFING 12' AS SHOWN INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO(2)LAYERS OF FELT, LAPPING JOINT AND ATTACH WITH ATORY INSTALLED FELT 6' TO MATCH FACTORY INSTALLED SHINGLES, STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. ° AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP .DETAILS / TAG WITH STANDARD GABLE lAl NO. C0420n 1* 3-31-2M CIVIL Of CAUFO� WAIN ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE VAN BY D. HOLT "12-27-94 S-30 FACTORY INSTALLED VALLEY ROLL ROOFING ALL EXPOSED EDGES �, OF SHINGLES TO BE FIRMLY EMBEDDED N PLASTIC ASPHALT CEMENT PULL BACK FACTORY INSTALLED FELT 36' WIDE, 90# ROLL ROOFING UNDERLAYMENT TO EXPOS FIELD INSTALLED OVER VALLEY, (4) STAPLES, OR ACCESS FOR RIDGE BEAM LAPPED UNDER FACTORY NAILS PER SHINGLE BOLTING. WHEN FINISHED. INSTALLED ROLL ROOFING 12' AS SHOWN INSTALL 30 GA. GALV. METAL OR AND FULLY CEMENTED AT LAP. PLYWOOD ACCESS STRIP OVER INTERWEAVE FIELD INSTALLED SHINGLES HOLES. ROLL FELT BACK TO(2)LAYERS OF FELT, LAPPING JOINT AND ATTACH WITH ATORY INSTALLED FELT 6' TO MATCH FACTORY INSTALLED SHINGLES, STARTING AT BOTTOM AND WORKING TO STAPLES OR NAILS. ° AND FULLY CEMENTED AT LAP. RIDGE AS SHOWN 24 ROOF CLOSE - UP .DETAILS / TAG WITH STANDARD GABLE lAl NO. C0420n 1* 3-31-2M CIVIL Of CAUFO� WAIN ROOF CLOSE-UP APPLICATIONS TAG WITH STANDARD GABLE VAN BY D. HOLT "12-27-94 S-30 F A C T O R Y I N S T A L L E D N 0 T E S G E N E R A L N 0 T E S DOUBLEWIDE INSTRUCTIONS TRIPLEWIDE INSTRUCTIONS m 1. ALL MATERIALS REQUIRED FOR SITE CLOSE—OFF SUCH SHINGLES, SHEATHING, FASCIA, ❑A APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. A ❑ APPLY 3/8" MIN. ROOF SHEATHING TO HINGED TRUSS CHORDS PER STRUCTURAL DRAWING No. 98.00. OUTLOOKERS, BOLTS, ATTIC VENTS, FLASHING, SIDING, ETC... SHALL BE SUPPLIED BY GOLDEN WEST HOMES AND SHIPPED LOOSE WITH THE UNIT. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. © INSTALL 2x6 FLAT OUTLOOKERS AS SHOWN PER STRUCTURAL DRAWING 96.03 AND PER STRUCTURAL DRAWING 96.04. 2. FOR HOMES WITHOUT "ALTERNATE CONSTRUCTION" APPROVAL, FUEL BURNING FURNACE AND WATER HEATER VENTS SHALL NOT BE POSITIONED IN HOME SUCH THAT THEY WOULD EXTEND THROUGH © FACTORY INSTALLED SHEATHING UP TO. HINGED GANG NAIL PLATE PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES, AND © FACTORY INSTALLED SHEATHING UP TO END OF OUTER SECTION PER STRUCTURAL DRAWING No. 98.00 AND FACTORY INSTALLED SHINGLES AND THE HINGED PORTION OF ROOF. 3. FACTORY SHALL PROVIDE PROTECTION FROM WEATHER . DAMAGE ON UNROOFED PORTIONS OF HOME DURING TRANSIT AND STORAGE. ONDERLAYMENT PER STRUCTURAL ONDERLAYMENT PER STRUCTURAL DRAWING No. 96.60 DRAWING No. 96.60 4. ALL FASTENERS EXPOSED TO WEATHER SHALL • BE CORROSION RESISTANT. ❑ FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x8 FASCIA PER STRUCTURAL DRAWING 96.03 OR 96.04 FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS FACTORY INSTALLED 2x4 CONTINUOUS LEDGER FASTENED TO EACH TRUSS W/ (1) No. 8 x 3" WOOD SCREW. W/ (1) No. 8 x 3" WOOD SCREW. . Bt�sws Mn www BY wk MSW 11/17 DRA�1B HINGED ROOFHBOS FACTORY INSTALLED NOTES LMPanuficturing, MW BY CRB oAg 1-23-97 40 PSF S-63 SITE PLAN REVIEW APPLICATION Date: /�Z/OS AP# erml um &- FE , Q, 1' �� ' APPLICANT INFORMATION Parcel Size: , �� 61Gt,_ Owners Name: Owners Address:0V 07,/ f l' ".� (�/r / S9s 7 Telephone No.- ZY Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition Mobile Home ❑ Residential Aceessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ _ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve,Problems Prior to Approval Site Plan Stamped Approved ' By Date 0 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: •,;2 SOd •/0 900 Off-, Land Conservation Act Minimum Acreage: ❑ Verify residence can be builtP er contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) 10 Expansive Soils (Test for expansive soils and if verified proper foundation design required) 12 SRA - (CDF to determine specific requirements) , ❑ 100 -Year Flood Plain: (See ached) o Flood Zone: Flood Panel No.: O[oOo W6 qQx_ Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the Calif rnia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Sectionand attached standards and requirements) E]Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -- - - --------------- -- ----------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: f'✓1— i Applicable Building Setbacks: Front Zoning Code ,)01 Streets & Highways Fire Prevention Subdivision Map Side s Side Street Rear S— Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 e ir- Applicable Development Fees: Standard Fees ❑ Fiie ` ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount Formula J- ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By [1 Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 V Subdivision Map/Parcel Map: Map Date of Recording: ,2 Lot: 1. ❑ Use Permit/Minor Use Permit Permit Number: Book: * 61 / Page: (53 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa C Page 4of5 Gk El U 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:\Larrys�3uilding Permit Site Plan Reviewl.doc Page 5 of 5 /I I lz 4 svevEr 'r M-- OZ Vw.fz -� T#s /VY zweferl w,rm T#E /N 6vz,,,,,ZX 411 A' -e=10 sr ox 5reVEN C. APPLE6ATZ Ao�' -J, -* LI i0 VjC 1,V1 7- y /V,,VP v CERTIFICATE OF PUB11C WOZk5 D/REC7OR p r— M— "S C­ORMAN X S4,A,Cy..t Aer 1115 p,er.rx V, I DASO or 8E4emcS: JeCCOZE)ERIF CaR7 7, GATE FILE. TN/3i DAY0F'-226alZj. A— PI.z Al I.-- IUCOve5r GFOL T7 - I' 4.7 19/97 6,,,re COU - 4 A L WAY �p PARCEL MAP Fo.e 67FV9N C. A PPLEGATE Or 4 PORT/ON OF r//-- VW 1,14 OF .5Ec TION /3, r 23,v, Z..5 M., SU7-7--e cozlv rr, C44.1PORIVIA. ay: -r^/. STANLEY, )e.C.--. 6723 I971. t - TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Slot Plea Attached— Roar Pleas Attached. Sent to B.D. / e Owner Location AP# . Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for ✓ dwelling. Other 414os n C-e—lxq Hold final for: Final clearance O.K. for: NOTE: _ Environmental Health Sp 8/96 X114 / -,/V x J� /fe oxo E3S t Date OPT. MA5 ILK BATH GE564F +1512 Sq. Ft. + 3 Bedroom + 2 Bath A C~ Tub JS PP OPT. MA5 ILK BATH GE564F +1512 Sq. Ft. + 3 Bedroom + 2 Bath A 0 PERMIT NO. 270-85P,E(MH) PERMIT EXPIRES OWNER RUTH COOK • I ' i CONTR.. Wentland Const ASSESSOR PARCEL 65-12-59 LOCATION 14892 Del Oro Way, Magalia OFFICE COPY �\ Address GAS Meter -BV Date ELECTI Meter By ate Temp. Pou OFFICE COPY �� 1 d Addresy-- Calle /a1 Temp. Elea GAS Dat Meter By' Called . ELECTRIC D ate Meter'By- Temp. Gas : ,. if . _ . / i � Called PG&E JOB FINALED (Date) Signature J = OK 0 = Not OK — = Not Applicable * = Not Ready MOBILEHOMES MISCELLANEOUS t Date MOBILEHOME UTILITIES (Plans) OK except N's oning Requirements—Setbacks—Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements—Setbacks—.Easements oil peci I upport—Sketch 2. Footings; Size—Depth—Spacing—Connectors r ewer; c —Fall-C/O—Concrete 3. Decks; Girders and/or Joists—Decking—Bracing—Stairs—Rails oc n— sement Needed (Sketch) 4, Wood Awn.; Posts—Beams—Rftrs.—Connec.—Shthg.—Rfg.—Bracing ectricityL n 1p, t 5. Alum. Awn.; Columns—Connections—Splice—Decal—Enclosures 6. Gas; Location--fest—Wrap:/ /"L"ft./ /"Nat.or/ " /"LPG 6. Carports; Windows—Doors rlity Clearance ' 7. Elec. Card -BI Date . /(y. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date 'Card -BI Date Card -BI Date Date MOBILEH ME INSTALLATION (Plans) OK except #'s Date POOLS (Plans) OK except N's oning Requirements—Setbacks—Easements 1, Setbacks—Easements F ngs; Size—S cing—M •mage Line 2. Soils; Compaction—Structure Stability 3. Gas; —Demand—Valve rector 3. Pool Structure; Steel—Connections—Thickness—Dead Men—Lining — icity; M st—Crossovers—Breakers—Clearances 4. Elec.; Receptacles and Lighting; Distances—GFI 5. Drsii.n; M est—Fall—Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Waler; t—Regulator— onnector 6. Elec.; Enclosures; Conduit Entries—Terminals—Listed 7. W Sewer ted—C/O to Grade—HD Approval 7, Elec.; Bonding; Metal w/5'—Circulating Equipment—Heater Gsand EI it Tagged — 8. Elec.; Grounding; Equip. w/5'—Circulating Equip.—Pool Lghtg. Boxes—Enclosures—Panel boards—Ins. to Main in Conduit Exit Insp.—Sketch 10. ert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test—Water Supply Test 'Card -BI Date Card -BI Date Card B at d -BI Date Card kLk Dat Card -BI Date Card -BI Date Card -BI Date J = OK 0 = Not OK - = Not Applicable * Not Ready RESIDENTIAL JSingfe and Duplex) ' Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. Ftg., Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4. Ftg., Porches & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 8. O.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 54. 55. Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except N's Card -BI Date Card -BI Date Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 56. Ext. Steps -Door & Sidelight Protection -Landings 57. 58. Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Date Card -BI Date ELECTRICAL Permit OK except N's 66. Elec. Outlets & Receptacles at Kit. -Counter 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 22. Size Boxes ll No. of Conductors -Stapled 70. Plb., Elec. & Mech. Equip. Listed for Location 23. Romex Installed Close to Edge of Studs & C.J. 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 72. Insulation -Foam -Looked in Attic F] Yes 25. 2 Appliance Circuits in Kitchen & Conductor Size 74. Guard Rails & Deck Construction -Post Caps Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes El No 75. Following instld.: Drive ❑ Yes ❑ No; Walks (-)Yes ❑No; Planters ❑Yes []No 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Cirnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Card B -I Date Date Card -81 Date Date Card -BI Date MECHANICAL (Permit) OK except q's 31. A.C. Ducts; Insulation & Support 81. 82. Ventilation throughout House Glass Protection 83. Corrections from Previous Inspections 84. Gas Test -Meters Tagged; Gas -Electric 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. 33. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade 86. Energy Compliance Certificate -Other Certificates 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING Plans OK except N's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) ti 40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing 42. Hangers-Post Caps -Anchors -Connectors 43. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfn_g_. 44. Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit jobsite) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number for the following location: Owner Owner's Address Mobilehome Mfg. Model Year Insignia No. = Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director.of Public Works Date By THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. ape ` r - Inspector_ Date_ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 53411541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional ex I nation, please contact this office immediately. `�� _ • arm •-��,_�;. Inspector_ Date_° COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE Z7o-9S_ A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. A& IOE40- S l7_ (f,7 r /lO C 017 649 i/E TO 7 /It).S729 /-4 71-W '47: %s Inspector_ ��fiQ—Cj�t1 Date �J I COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE (I rte'. J ? 2o--40-5- OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. A ".— (Z�� , I. -J, .7 Inspector-- r Date Jt COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT I�rc 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541'S APPLICATION AND PERMIT 10 A SSEPSO Z A,I�$ELrr MBER / —� ZONING BUILDING PERMIT OWNER ' JELEPHONE i SQ. FT. OCC. BUILDING VALUATION OWNER'S MAIL G ADDRESS 0 j/ (/!7 CON R C �R' N rk 1 TELE HONE -00ZL CONTRACTQR'S MAI DDRESS n/ a (?- Fireplace CONSTRU TION LLE_NDER UNKNOWN Total Valuation $ Filing Fee $e - LENDER'S MAILI G ADDRESS Permit Fee $ ARCHIT T OR ENGINEER 0 h e' LICENSE NO. Plan Checking Fee $ / Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS _ rrj WA PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 GZ Water piping 5.00 LOT NO. 3 SUBDIVISION NAME PARCEL MAP g1�S3 Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex[] Mobilehome� Other SPECIFY Building sewer 14 4 1 1 5.00 Mobile Home 10.00 e 50 TYPE OF WORK New❑ Addition Remodel❑ Utilities Installation[—] Other❑ Describe work: — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service V OR LE 100 AMP ORSLESS 10.00 1(), Main service EA. ADD'L 100 AMP 2.50 o[V NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 2/20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the In and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NON•RESID R BRANCH CIRCUITS)_ 2.50 ea NEW CONSTR. POWER APPARATUS &) NON •RES ID. SINGLE OUTLET CIR. Ex. Occu 20@50e P�o TS OR FIXTURES BALI' 30; FIXED FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.I EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 11'--0 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agai s id Count in consequen of the granting of this permit. X % 9�� Date -e Signotu a of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHAq permit is re wired for excavations over 5' " y nd emolition or construct- ion of structures over 3 stories in height. v Mobile Home Installation Fee $ TOTAL PERMIT FEE $ d ^`S� OCCUP. GROUP I TYPE OF CONST, I PARCE PD HD .SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERO, EXPIRES Date_. the applicable prov resolutions to toi- fees have been paid. WORKS Date p� Receipt No. 7d `-0 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, OLDEN ROD -APPLICANT i OWNER r�►7`t P In©�. PERMIT"'Yk - MH UTIL.0 RANCE DATE O INSPECTOR ELECTRIC GAS Support Struc. Compaction Test Re . Service Size -Other Load Type Pipe Size Length YES NO YES. NO �� Alm ee�l�l11 P�, QBE N --7r- 7, 0 -0 -MA C S'S.- 3221 C+FFICI;%L rECOPL)c 9U'TTc COUNTY-CAi.9 RECORDS REQUESTED'81-1. 41 FEB I I Imo. Am "ff5 CLEA'NQR m. tiirr:? EP CLERK - RECOIiUErZ . FEE NO.T COMR41ZED WITH Return to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ORIGINAL DOCUMENT Oroville FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes,.and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and.harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Parcel 3, as said parcel is shown on that certain Parcel Map recorded March 6, 1972 in the office of the Recorder of the County of Butte, in book 41 of Parcel Maps, at page 53. Date: 2/1/85 State of California County of Butte. PROPERTY OWNERS: Ruth Cook On this the 1st day of February , 1985 , before SS. me, the undersigned Notary Public, personally appeared Ruth Cook, proved to me on the basis of satisfactory evidence Ll Personally known to me. /X/ Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged that she executed the same for the purposes -therein contained. `'�"�' WITNESS WHEREOF, I hereunto set my hand and official seal. NOTARY PUd:.i C! Lii'ORNiA butte Cou'iiy ...: , JL My Comm _'Oo' EaP."' Moy 2, 19€6 Notary Public Carr Present A.P. No. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERM I NO. 7 County Center Drive - Oroville, California 95965 -Telephone 916/534-4541 6 OV APPLICATION AND PERMIT IK ASSESSOR PARCEL NUMBER 2 ZONING BUILDING PERMI OWNER TELEPHONE O 1R'S M ING ADDRESS t - a SO. FT. OCC. BUILDING UATION CONTRACTOR'S NAME TELEPHONE %17z•2-990 CO TRACTOR'S MAILING ADDRESS 49,r3q2,y z.3 Z /ZGC Cv Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ / Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ ^ BUILDING ADD: ss PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME P CEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeNr Other SPECIFY Building sewer 5.00 Mobile Home I S I G JW I 10-00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation's' Other ❑ Describe work: NS' LZA�..tom 1 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e0OR LESS 1000 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. // DWELLING OCCUP.& OR ADDNS. % ACC. BLDGS. I 2h0sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. -2L(�/ 6 .� Classification _ <L-`6� / ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CO ID R. BRANCH CIRCUITS 2.50 ea NEW CONSTR.POWER APPARATUS & NON-RESIO. (SINGLE OUTLET CIR. z0@s0e Ex. Occup(o XTS OR FIXTURES BAL®300 FIXEEDD APP LNS, OR Ex. Occup. OUTLETS (RESID.) EAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. XThis Date Signature of Applicant — wner [ ontractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ 11 DID TOTAL PERMIT FEE $ 7ar?�� OCCUP. GROUP TYPE OF CONST. PARCEL PD HD 11 permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRE OR OF PUBLIC By � P I EXPIRES Date the applicable provi- resolutions to to fees have been paid. WORKS Date^ Z-�- ?3 `i+ V1 �� p-'-. ry Receipt No. �? 11 �6 WHITE-D.P.W., YELLOW-ASSeSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT .s BUTTE COUNTY.DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: VU/`/ 2. Installer's name: 2,4se MCA /1Ip 1 l-4 -5' 3. Is the site currently under permit? Yes No (If yes, furnish permit number ) OR. Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 4. 'Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of.all setbacks.and easements? Yes / / No / / �, ► s 1 (If no, clarify ) 5. :What is the mobilehome electrical rating?, ---------•-------------- D 0 Amps 6. What is the mobilehome site service rating? ----------- -----------Amps 7.. What is the mobilehome site circuit breaker rating? ------ ------ Amps 8. Is'there any other electric load to be served by the mobilehome siteservice? --------------=----------------------------- ------- (If yes, identify the load and size: (Load) 9. What is the mobilehome site gas pipe size? 10. What 'is the type of gas service?---= --------- ------------------ 11. What is the gas pipe length from meter or tank to the mobil 12. Yes T No 7-7 (Amps) tural T_/ LPG What is the mobilehome gas demand? ----------------------------- (This information not required.if -pipe length less than 6 ft. on n or less than.50 ft. on LPG.) 'P - .,5r/NAPA-c Wax" , 7D 10,#/ (ft.) _(BTU) G 1225-5 BUTTE COUNTY BUILDING .DEPARTMENT `.APPROVED. MOBILEHOMLP SUPPORT DATA yy---� � / If other than single wide, Mobilehome Mfr. l� U a�LDO/S . furnish Setup Model No. Year Width (ft.) Box Length (ft.) Tagalong or Expando Size ft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Single 14 (ft.)(in.. Center support locations* J (ft -)(in.) ott � (ft. 11 (in. *If center piers are other than drawn above, draw in -locations, spacing,. and, -dimensions. Footines (check one) 1. Wood either pressure treated or foundation grade. 2. Other:(specify) Supporta (check one) 1.; -Concrete' block. -2: Other. (specify) Tagalong or Expando,' show support details. Typical Support .) Footing Size (ft. -)(in.) (ft.)(in.) -- Max. Pier Spacing -- Max. Overhang April 30, 1985 TO WHOM IT MAY CONCERN: This letter will serve as my authorization for Mr. and Mrs. Vern Stapleman to have their mobile home installed on my property located at 14892 Del Oro Drive,'Magalia, California. AP#65-12-59. If there are any questions, please .contact me. Ruth S. Cook 14881 Del Oro Drive Magalia, California 95954 Tel: 916-873=0864 L�`-�C=F is set of plans and specificatio U _ ep ' at all times and t Is wful to d mcv4a any chan or alterations n B pQr�nission fro a Departm Wlth®written :nrlto PAA ` I Works, 8n- d'ty„ of Butte. I .. I32' x Z1F' GRhA4c PE��I � A setback o� %Q�4' +� eproporty lineckof Soft. fro centerline 2v'x 50, sga 'structures P or eceptfor a 2 ft. S'a ea I�D(il(,E 10^30 � Ncr�[ 1'A—per—it wili`be r cj d fa f I IF instc!� .tion ofrne mos lehos;�:s } ---� s\ & Work an hip Shall Be In s OTE: yA ateria ,�,. ,. rdccice yI�;'� R cognized o0 l "\the Sp Practicos and ified use in tho c Uniform a q ','.jy press,+i.�e uu` ing, N - birg & Mechc nical Codes an q4 National le tried CodA.� N 'Utility connections shall be with' 4 ft. of the mnhiloti„ directly behind or within the rear half of the roadside (left) of the fhb mobilehome. Lg 7-1445 V512&t -S77JA E DIEL 090 �f,,4Y - M,46 -,it IA. CA, 2 7a -mss BUTTE COUNTY BUILDING DEPARTMENT APPROVED l� PERMIT NO. 428-85B,E PERMIT EXPIRES OWNER RUTH COOK CONTR.. Wentland Const Par ASSESSOR PARCEL 65=12-59 LOCATION. 14892 Del Oro Drive, Magalia y Temp. Power Pole Called PG&E Temp. Elec. Service k r, Called PG&E Temp. Gas Called JOB FINAL Slgnati /r t V OK 0 Not OK _- Not Rdle Not Reidy RESIDENTIAL (Sin'§le and Duplex) Date UND LOOK Plans OK except #'s Date RA G Continued Zoning requirements -Setbacks -Easements Property Line Firewall & i 2. X., Main; Soils -Steel -ESU.- / ./" Ftg. Depth T$T Ext. Doors -One 3' -Check Ftg., Garage; Soils -Steel- / 'Z/" Ftg. Depthtairs; Width -Headroom -F 4. Ftg., Porches & Decks; Soils -Steel- / /,' Ftg. Depth Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Ste IIs, Main; Steel -Blockouts-Wrapped-Slab Siding -Nailing -Veneer 64ATernwalls, Garage; Steel-Blockouts-Wrapped SI •53r 4t"e"esh-Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54rG4azing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55--&"ar-Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test . Electric; Underground S 12. Plenums & Ducts; Clearance -Material -Support -Ins. 13. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Dat Card -BI Date Card -BI Dater I Card -BI Date Card -BI Date Card -BI - Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except H's 56. C-xt-9tep5=DIIbr & Sidelight Protection -Landings Date PLUMBING (Permit) OK except p's 57. $oeks.12e1wtor 14. Water Ht.; Vent -Access -Combustion Air 58. Jwneearance-Comb. Air -Connector - 15. Water Pipe; Test & Anchors -Nail Protection In Garage; Above Floor-Ducts-Mech. Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59.18edrvum-EIr rig 17. Shower Pan; Test, First Floor -Tub Access 60. a 1 res -&•Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62.s-&leif�& Ra�� 63. Pfreyiaee or Stove; Clearances -Hearth 64. 51ee.-9nl4ats at Wood Panel; Int. & Ext. Garage -3rd story, 2 exits ise-Run-Landing-Fire Protection Card -BI Date Card -BI Date 65• "X4++-F4*4-& Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. 'E1ee:-6atlets & Receptacles at Kit. Counter Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Comments at Final: 67. LReFage.ELe Door; Swing -Landing -Closer Date ELECTRICAL Permit OK except q's 68. ,4.C.-Bne�vn Garage -Damper r 20. F' Lure & Transformer Clearance -Ins. Protection 69. Htr.• Vents -Clearance -Comb. Air-Connector-P.R.V.- Elec. Receptacles Spacing -Lights &Switches at Doors In Garage; Aboe•Floor-Mech. Protection Size Boxes & No. of Conductors -Stapled 70. eEf`c ffi Mech. Equip. Listed for Location omex Installed Cloof Studs & C.J. Elec. Receptacles in Garage; (G. F.I.)-Romex Protec. Equip. Ground mad up w: /Me Fasteners -Bond Gas &Water 72. hwKWe4ien- Ream -Looked in Attic ❑ Yes 25 . 2 Appliance Circuits ic en & Conductor Size oard Rails 7g, h&Deck Construction -Post Caps ` 6. Subfeed Wire Size / / ga. Cu or AI A.C. Wire Size / / ga. Cu or Al 74' -koki este �rawf-Hole Door -Drainage & Wood -Earth Clearance Looked Floor ❑ 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, under Yes Insulated Neutral ❑Yes ❑No , Following instld.: Drive ❑ Yes E] No; IJ No; Walks ❑ Yes o; 28. Service -Riser Conductors & Ground -Main Disconnect Planters rs ❑Yes ❑No 29. Equip. Clearances; Panels-Motors-Mech. Equip. 76. 'Pla to Bravvrr-Finish 30. Clothes,Closet Light -Shower Light 77Isco ect-Clrnces-Brkr. & Cond. Size -115V Outlet 78, oof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Watocl0lall* .isconnect, Electrical, Plumbing 8T. -Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B I Date Card -BI Date Card B-1 Date Card -BI Date 81, �roughout House 82. G466&-R•rotection Date MECHANICAL (Permit) OK except k's 83. 16Quea3jQQs_1rom Previous Inspections 84. 6604-ee"etors_Tagged; Gas -Electric 31. A.C. Ducts; Insulation & Support 85. VMrer-&-hewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust above Insulation 86 Ea>ozgy-6emptience•Certificate-Other Certificates 33. Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI Card -BI Date Card -BI Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Comments at Final: Date F AMING Plans OK except q's 6. ills; Proper Material & Anchors alls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Stop in Walls (rat proof) -Sto s; Furred Ceilings -Stairs -Chases -Tub Header & Beam -Size & Bearing :!!__- angers -Post Caps -Anchors -Connectors Ing. Joist-Rftr. Ties-Purlin-Root Brac.-Truss-Shthnq.-Rfn_g_._ -4A--Elreplace Ties or Type A Flue -Fireplace Throat 45 ATf-ic'Access; Size & Romex Protection -Draft Stop -Ins. Baffles b&--BdrM-Windows or Exiting Doors -Sill Hgt. & Dimensions 87 -Garage Fire Protection Framing (NOTE: Anentry must be made each time you visit job site) Date J'_OK 0 = Not OK - = Not Applicable MOBILEHOMES * = Not Ready Lt 1• MISCELLANEOUS, Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except q's 1. Zoning Requirements -Setbacks -.Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater B. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I. Date Card -BI Date Card -BI Date Card -BI Date F COUNTY OF BUTTE ,� DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 RRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or e d additional explanation, please contact this office immediately. Inspector Date—z /— / COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS J7 County Center Drive - OroviIIe#"Ca!ifoehia 95965 - Telephone 916/534-4541 APPLICATION AN&`PERMIT P Rd, T N -x& n ASSESSOR PARCEL NUMBER S— — 59 ZONING IF I BUILDING PERMI OWN RTELEPHONE J4 (Cook SQ. FT. OCC. BUILDING VAL ATION i OWNE'S M ILING ADDRESS:7-4 L,. Q CONTR CTOR'S NAME W VO . TELEPHONE CO RAC OR'S MA LING ADDRESS t y+(f _ q Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS PLUMBING PERMIT FilingFee 10.00 Each Trap 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTYPE SF ❑ Duplex ❑ Mobi lehome ❑ Other r �« %�`%��/�j'��+E //y SPE Ir Building sewer 5.00 Mobile Home S GW 0.00 e TYPE OF WORK New 2 --"Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work:_(A124CZ-' oL- hiWA1ede Le -r- — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORV OR LESS10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. (/ DWELLING O UP OR ADONS. l ACC, BLDGS. - _� KJ 2�ZQSgft CONTRACTORS LICENSE LAW I declare u er penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. n License No. 3fbzb Y Classification /J Ci7(v ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NON -RE R BRANCH CIRCTITS 2.50 ea NEw CONSTR POWER APPARATUS .&) NON.RESID. SINGLE OUTLET CIR. ExOccu 20e50c . P�OUTLETS OR FIXTURES 9AL030 FIXED APPLNS, OR EX. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnif and keep harmless the County of Butte against all Ilities, Jud e , os S, d expenses which may in any way accrue ag inst said CQun i onse uence f the granting of this permit. %� Date 2 �S Signature of Applicant — Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE OCCUP. GROUP I TYPE OF CONST, I KARCS PD C11 L111f, 91ISSU V This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI TOR F PUBLIC By Y PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT i Building Department FROM: Environmental Health SUBJECT: SANITATION CLEARANCE OWNER Plans approved for: Hold final for: LOCATION AP # Sewage Disposal Water Supply_ Water Supply,, Final Clearance O.K. for: Clearance for bedroom mobile home. Other Clea]lbnce for additjon--,of AN Water Supply DATE J . COUNTY OF BUTTE - DEPARTMENT OF -PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, -CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATION DATA SHEET �J Permit No. OWNER ���T7� F_ A. P. No. Proposed Building Use azVA _ 4�:7_ Permit Fee Based Upon: Complete Contract Price DPW Valuation Building Inspector Other (Explain) L119,1 d..r Ao��� 1 Date -7 _Z Atatimeof permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2— Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate. /triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. t� 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. . . . . . . 10. Sanitation approval from '1 ;Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . •Pre-Inspec. request to 17. Pre -Inspection for Required. Building Inspector (Date) 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Other 'u issue thepermit, process as f Ilows: Mai owner. Mail to contractor. Telephone ?_ OoM hold for pickup at office. Deliver w. /inspector. Wh� Other Applicant W cn.�' Date Copy of plans sent Health Dept., Fire Dept., Other Date During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Plans checked by. Plans approved by Other: Copy—DPW Da Da - Date i 09v. 04Y _ l0AC, 4 1A. CA. Scgv . t''_ .;16' LUILD UTTE COUNTY ING DEPARTIME .R O V EV R sk-0 4 L IL _ -Lo a nd spe ifi , ctions MUST be I Apt o�i'tbw iob at all 1— — s �anc aye J� it is unlawful fo ani• nges or alteroli , on same wi+60 ritten permission �om the Rei 'rent of Rubra I32' x Z County of Butte e II i '4 vc.tb Y Of ft. frcm the Property Imes and a setback of '-Oft, fr m I he road centerline ha be clear of _ _ I�oni4E 10^30 °� So' structuresIr � � fora 2 ft. uipment excep INe�E -_.. _ e,v � overhang: o be require- for the 'INI N{� r.A •i� i' r7'iCl f` ::PT1F: 7 NOTE:—A. -atericls &\V.(orh ._-.,ship Shall Be in G c. Practices and the o1 a reser _, r(� S ;e :fi')d use in Uniic-!; ':'_,.. : ; F;.1: Ivie ,a.�ical Codes ane Icanu� �c•�rical L SAL N, i 09v. 04Y _ l0AC, 4 1A. CA. Scgv . t''_ .;16' LUILD UTTE COUNTY ING DEPARTIME .R O V EV R sk-0 4 IIZ.DU� T is set o . rnd specificrytions MUST be epi on the iob at all times end it is unlawful fo naka any changes or alterntions o�^.ie without �-J% cit en permission from the Departn. o ks, County of Butte. . P64F n7 NOTE: --/SII M+� e In i co nixed r Good iP ac}« Band Aceordc'nce wi of a quality prescribe! for A he Specie ied us int e Uniform Building, Plumbi echani �al Co es ant! ' the National Electrical ode. Utility tonne do s shall be wit ft 7,41KS0� 4 ft. of the m btehome, eiti%( i2b'_ + directly behindr within the ear MCI ! /Z.lob / .D97 Oro W A -Y half of the roa4jild a (left) of mobilehome. 1n i 0 permit %'i 6e require I for the inst4atio of h%;obi ehome. 1_ •o CTM �o LIE BUTTE C D NT's Ir BUILDING D PARTM_ APPROVED AP 2 -moi D9 L .69D W PY rit U�Y DRQ: 1 Z -/6-Z-1 A 13UILDiNG CONSULTANTS 5828 Grape Ln. Paradise, CA 95969 872-1440 U.r.,872-9149 Xt _ SITE PLAN ............:............................... . 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