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028-370-020
FAILURE TO FINAL MOBILEHOME INST 4/13/93 - Wanita Godschalk RHONDA CHEEK 28-37-20 68 Spring Creek Rd, Bangor PErmit#3201-87P,E(util,MH) ELEC v1�O �o/t r . �' pf% � Lzt/- SUPPORT STRUCTURE REQ � COMPACTION TEST REQ ✓l/-l� 0-728-37-20 Permit#3202-87MHI �►I �✓ Issued 028-370-020 PERMIT197-0267 CHEEK, Mark & Rhonda 68 Spring Creek Rd., Zatn��go, Cont: Skycrest Bldg Systems �Y7/-7 P Perm Fnd Ex Site 028-370-020 00-1615 CHEEK, RHONDA & MARK a6 SPRING CREEK RD., BANGOR CONTR: OWNER MHU ELECTRIC o�D� GAS 6 COMPACTION TEST REQ -,KX SUPPORT STRUCTURE REQ{ 028-370-020 00-1616 CHEEK, RHONDA & MARK 66SPRING CREEK RD., BANGOR \CONTR:� 1OWNER MHI )r/N0C, q_2�5,_ 1 028-370-020 USE PERMIT UP 00-15 MARK AND RHONDA CHEEK 68 SPRING CREEK RD, ORO R 47 m 0 CD NCD 13468 HWY 99 Chico, CA 95926 (916) 343-8494 91265 • Contractor's license 295412 NOTICE:THIS FORM IS COPYWRITED AND REPRODUCTION OF ALL OR PART IS STRICTLY FORBIDDEN. i Address or location of unit: Legal Description of Real Property: BUILDING PERMIT NUMBER: 97-0267 68 SPRING CREEK ROAD, OROVILLE A.P. #028-370-020 THE NORTH HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4, TOWNSHIP 18 NORTH, RANGE 5 EAST, M.D.B.&M., LYING NORTHERLY OF THE CENTERLINE OF SWEDES FLAT ROAD. (x) Mobilehome/Manufactured Home O Commercial Coach Has been affixed to the real property above by installation on a foundation sytem pursuant to Health and Safety Code Section 18551. Owner's name: MARK R. AND RHONDA K. CHEEK Owner's address: 68 SPRING CREEK ROADK, OROVILLE CA 95966 INSIGNIA OR HUD NUMBER: ULI 441668, 441669 SERIAL NUMBER OR V.I.N. 0518 A & B MANUFACTURER'S NAME: SKYLINE YEAR: 1997 OFFICIAL APPROVING INSTALLATION: DATE: 3/4/97 PHONE: (916) 538-7541 H.C.D. 513C 11 . -.1. :.A Pi--roid at the Request of 3 7 5 8 9 Order NG. ,4' - - * 94-037589 1 Re. Fee .A—.71 Escrow No. °R= �:. I Check Loan No. Recorded WHEN. RECORDED MAIL TO: 111fictal Records I M ".CHAS!, .1. BRUCE, E'SQ. County of % ST Ill V V n, Butte 0 Candace J. Grubbi CA 97)965 n I I a!-4 W4 Recorder .; r0 I - 2 �:;)m 7 -Sep -94 I PURL xx I "i SPACE Asovv- nas LME FOR RECORDEFrs USE MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX S -0- Computed an the consideration at vvikie of propern cori"yod; 09 Mr Mrs. Mark R. Check Computed an the considerskiloit or vskjo less sans or emourrhrrinces P.O. V10\ '253 - termainhil P1 lime of %RM. CA 95914 n iinrIckr-glanad Grant LdaCiAfA-q signaturils of Deciftiont cw Apart dolerminkrig lax - Fiffn Nam GRANT DEED j • FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged. WANITA C. GODSCIIALK a.k.a.' E. GOUSCIIALK, a single woman ------------------------------------- - % ------------------------------------------------------------------------ -a S he'ieby"GRANT(S)to MARK RAYMOND CHEEK and RHONDA KAY CHEEK, Husband and Wife fTe 11 a 11 L S -------------------------------------- 7-7 --------------------- "--•.--'•----------------------------------------------------- r bed 03 ",:Ilio real property In tho City of BANGOR I 44 . - .; . State of CalifornIct. desc Co-inty of NI BUT,rE as "71ie Nort-Ii half, of the West half of the West half of the Northwest quarter of the :.,.9mithm-st quarter of Section 4, Township, North, Range.5 East, M.D.B. & M., f -Ayi!�j Northorly of the certerlira of Swedes Flat Road." R12 "Ml - 4. AllN .028-170-020 "Ro-vecrt)-dirt) to CurrLct tile le-, 11 descipLion on docurrient 94-015504.11 9 At Y4u s L Lj C. 1994 !Q Dated WANITA 7— C. GODSCIIPTK a.k.a. WANITA E. GODSCIIALK Sl ATE OF CALIFORNIA COUNTY OF. e Onbabre WANITA C. GODSO IALX a.k.a. Awlpoisonally sigioarod 4 - WANITA E. GODSCILALK —41 1ro-smAlly &mown to m4 for peovori in m on the basis of satistimidory v•,&eVol to be lho pWU)nls) Wh011o ARITIVIS) Is/aro subscribed to the "i: in instrurriord arvi iikckr*wkvd9od to mir Thal ho/3hoAhey or,oculod tho Amft in hisAwlillivil AulhotUt-1 CAP cityli A. and Thal by h1w%mAholt v9mmurols) on tho instrurntp- !no assets) or the ontily, upon behalf .h Iv trsm(s) Add. 0-(CLd homrlurn011 "S SS WA -1,011 and n-firial —.0. 14C t Wlilt 0, lipf)(1115 1,(111,R1' lintICLs Al JAI[ MANIC"A WIN" Mr camumiri t4irts 01 J11. Ir' STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY. DEVELOPMENT DIVISION OF CODES ANO'STANDARDS REGISTRATION AND TITLING SECTION STATEMENT OF*FACTS �r�°yGlll Z . This unit is..ai Mobilehome [] Commercial Coach Floating Home Q Truck Camper Oecal (License) No.(s) Trade Name Serial No.(s) NvD /,./o 5, 170 — A U1_1 'g41b 68. v[.l 441 G(�g I/We, the undersigned, hereby state that the unit described above: Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State'of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on �� 19S7at Cf�/Co cA Date — (City) (State) Signature of each affiant Printed name of each affiant Address City�C-0 / e 0 State HCD 416.6 (Rev 11/86) COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,,Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will.'be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) � 2. I (have/have not) <E�_ signed an application for a building permit for the proposed wok. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work'but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social nSSecurit Number - Date Y 0`1 �% NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. v COUNTY OF BUTTE - DEP RTMENT OF PUBLIC WORKS PERMIT 0.../ 7 County Center Drive - Orov�le, fornia 95365 -Telephone: 916/538-7541 v/J APPLICATION AND PERMIT ASSESSOR PIC NUMBEFj (��Ja��'/ `� oC% ZONINGt,, �O-NE BUILDING PERMIT OWN TELE S0. FT. OCC. BUILDING ION OWNE 5M L�G DD 151551 � SS CONTRACTOR'S NAM TELEPHONE CONTRACTOR'S MAILING -ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 110.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ �Q Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ s PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ DupDuplex[]Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I IN O.00ea TYPE OF WORK New ❑ AdditionRemodel ❑ Utilities ❑ InstallatiopK Other ❑ Describe work: 5 &aemez 0 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS10010.00 1AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW 1 declare under penalty perjury (check one P Y of P erjY hk : ( ) ❑ 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. Classification 11/I ULJ 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) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING occuP. ✓! OR ACDNS. ACC. BLDGS. , h2sgft NEW RESID. BRANCH CIRCUITS) NON.RESID .BRA CH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. I EX. DCCU P OUTLETS OR FIXTURES 20e50s sALO 30 Ex. OCCUp. OUTLETS IXED PLINIS CRESID IREA.I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. 4Yirin g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 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. 1 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 again aid County ' ns uence of the gr nting of this ermit. X ._ � Date _ _ QQ Signature of Applicant — Owner Controcto /— An OSHA permit is required for excavations o r 5'0" p and a ition�gcfstr t- ion of structures over 3 stories in height. VJ Mobile Home Installation Fee $ �. Energy Inspection Fee $ TOTAL PERMIT FEE $ - OccUP. CONST.TYP! SCHOOL FL000 RCEL I PD I NO I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work dicated a ove mor which IR CTOR OF PUBLIC By PERMIT EXPIRES ,Date the applicable provi- resolutions to do fees have been paid. WORKS Date V Receipt No. of WNIT!-O.P.W.. YELLOW-ASelSS011, PINK -IN 9P EC TO oD•APPLICA "%i COUNTY OF:BUTTE - DEPARTMENTF`PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORO�}IL�. , LIFORNIA 95965 -TELEPHONE: 916/538-7541 PERMIT APPLICAT OWDATA SHEET Permit No. No. OWNER 1 `�oi'1d Gt1lr tom. A. P. No. 02 �-s� �•�� Proposed Building Use /'�/-`Z Building Inspector ZDate C/- 2 At time of 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, signed by preparer of plans. . 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid'' Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . 9. Letter of signature authorization. . . . . . . . 10. Sanitation approval from _ Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's Li -cense I formatiorl, (no., name style, classif.) ;1 4. Owner -Builder iI f5at` V��i toobWee(❑, Mail to owner ❑) '4 _ 15. Improvements may be required. . . . . . . . . . . , ` Mobilehome Installation Data. . . . . . . Pre-Inspec. request to (Dote)i 17. Pre -Inspection for_ _.. _-._. _ Required. Building Inspector }, 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of _ 21. — 22. — — — When you issue the permit, process as follows: Mail to owner, Mail to contractor. Telephone 3?9 and hold for pickup} M office, Deliver w/inspector. Other Applican tly Ina_Q kate� Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. --- 2. Additional items required: ILI -------- - ' 1 Iii, P Contractor, designer, owner, was advised of above required data by—phone I nail counter by date — Contractor, designer, owner, was advised c? above required data by—phone —mai l—counter by date Plans checked by Date Plans approved by e02 Date Sets of plans on hold in File cabinet AP folder 00 Copy—DPW �(� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICAT16TAND PERMIT E IT NO.�� ASSESSOR PARCEA. NUMBER -� - o N ZOG j BUILDING PER OWNER TELEPHONE S0. FT. OCC.1 BUILDING VA TION OWNER'S MAI ,NG CDD YS CONTRACTOR'S NAME VTELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace / CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ — LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ O Energy Plan.Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty . $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] 'Mobilehome4 Other SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 1 5.00 Mobile Home S G I O.00ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities,K Installation[] Other ❑ Describe work: r Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO -1- 100 AMP 1 2.50 _!rD CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F]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. Classification 1, 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 CONST. ` DWELLING OCCUP.IN A New , h¢sgft CONSTMULTI-OUTLETCR. NON.RESID BRANCH CIRCUITS) 2.50 ea APPARATUS e `SINGLE OUTLET CIR. (SINGLE EX. Occup(OUTLETS OR FIXTURES e�L@30 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 ov Permit Fee e $ Q 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 shal I 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. 1 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 t said County 'n conseq enc o the gran ing of this_permit. n0This oa X ate — ( Signature of Applicant — Owner Contractor [IAgent❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3��stories height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occu P. CONST.TYPC JSCHOOLJFLOOD PARCEL P ND ISSUE permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR O • PUBLIC By PER EXPIRES Date _ the applicable provi- resolutions to do fees have been paid. WORKS ate '2 �" Zf,A? /in Receipt No. d v( I� WHITE-D.P.W., YELLOW-ASECeeOR, PINK-INePECTOR. GOLDENROD -APPLICANT TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance �Ow�ner Lo tion AP# Plan Approved for: Sewage Disposal �" Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for �edroo mobile home. Other NOTE * * * Sanitarian Dat TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance owner Driveway permit z& -e Ala&/- signocure ocat.ibn AP # has been issued for the above property. Z 41 -97 date TO Buildinv Department FROM: Environmental Health SUBJECT: Sanitation Clearance —Mac c P e� Enrl" C(top,1 Owner Lozoation AP# Plan Approved for: Sewage Disposal _ Water Supply Hold final for: \ Water Supply Final clearance O.R. for: Clearance for cQ-- bedroom obil home. NOTE * * * C7 / _ Sanitarian Other Water Supply Date a .•'+„� ������. .`�..TR.`Y•z-�.r..+'�••nti �" �*.-":r��•„r�+'r_' J'. ':.r. ,..-. ,,*- r�'fl.f•-,y��-t�:'..a�-'+a'•i.'Y'C'..y ti';; .•:{�-.rij�.,' � 3 't x 9 �` � r ;��^ 1'' + � 1' `'rl � `r ` ti' J�v, for !'e l..ti� .,.. -. • t. /� .. �' '`'.,� �y COUNTY OF BUTTE - DEPARTMENT OF._ PUBLIC WORKS - BUILDING DIVISION / ~ 7 COUNTY CENTER DRIVE - OROVILLE, CALIF . NIA 95965 - TELEPHONE: 916/538-7541 .Xa - i PERMIT APPLICATIOWDATA SHEET Permit No. OWNER A. P. No. 3 Proposed Building Use 100/4 7: Bui Idirig Inspector �' Date ti At time of 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. . . . . . . . . . . . y' 2. Plot plans in duplicate/triplicate, signed by preparer of plans. _ 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid” Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . . . 9. Letter of signature authorization. 10. Sanitation approval from ro Ui Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . . . i13. Tf4. Contractor's License Informationino., name style, classif.) Owr> even to [1, Mai I to ❑ —� rQ��i er r�icatlon owner owner ) _..._15. Improvements may be required. . . . . . . . .. . . . 16. Mobilehome Installation Data. . . . . . . . . . 17. 18. Pre-Inspec. request to (Date . Pre -Inspection for _ __ _ Required. Building Inspector'' Recorded copy of Agricultural Acknowledgment Statement. j� 1 9. Driveway Permit. / O 2 Plot plan approval from rcity of o4- C- Cc, /I �-ti 47, /%1"o-1,41 6b .- G-Z-7-f7/'- 22. — A -GOC /�CrlNl 155C/& -O — _ — — V�hen you issue the permit, process as follows: Mail to owner; _61_1 Mail to contractor. %C Telephones,% and hold for pickup ateoffice, Deliver w/inspector. Other _ -- ��c� �. Applicant ate Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prior to permit issua,,ee: (Circle new item not checked above). 1. Index permit for above items No. L I � --- 2. Additional items required:-- --- — J _ 11, Contractor, designer, owner, was advised of above required data by_phone�nail—'counter by date — Contractor, designer, owner, was advised ci above required data by—phone—mail—counter by date Plans checked by K Date �'/ fi Plans approved by Date Sets of plans on hold in File cabinet A folder ose 7 .4 Copy -DPW --- 1 YYV1_,l�0 7 County Center Drive, Ornville, CA 95965 PHONE: 916--538-7541. Rhonda Cheek -� DATE Sept. QQ7 P-0. Box 55 ; Berry Creek, CA 95916 RE:Building Permit Application #3201-87 A.P. # 28-37-20 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced OTHER LXXL We need the following information: ,_ Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, Orovi.11e, for Completed Owner -Builder Verification form. x_ Recorded copy of deed showing _60' right-nf-way to a puhlir rnadl Recorded copy of agricultural acknowledgement statement. LJXL OTHER This waG one of the conditions of a Conditional certificate of Compliance recorded --on his parcel on March 19, 1982. Should you have any questions concerning the above, please contact this office. JFG/aj Yours very truly, William Cheff Director of Public Works .F. Glander �- Chief Building Inspector COUNTY OF BUTTE - Department of Public Works 7 County Center Drive,.Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will'be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no)_. 2. I (have/have not) CkJ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: ,Name Address City Phone Contractors License No. 4.. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work�but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social j curit Number Date 7 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. ttecurn to DPW AGRICULTURAL STATEMENT OF ACTCNOWLEDGEMENT RECORDED BUTTE COUNTY FOR RESIDENTIAL DEVELOPMENT RECORDED UTTE DS nY Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. ���� SI�U��(1 87 -353 -IG IN SEP 29 PA 2: 25 The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this -INS J. GrtUNS property may be subject to inconveniences or discomfort arising from M-E.g the use of agricultural chemicals, including, but not limited to herbi�-itles �Cpest�icidE a 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. =a All that real property situate in the County of Butte, State of California, described as follows: t�c;41 , t1 C�_P'1C, Lc: l , Y) . 4'11 i�l i J l ��� L L �. 1 �. L) �. ,i... ` (� ` L i �\ t.�rt C J j:) ILI .0 ) L ,�c l L` 1 1 `' ,L� Y1 C�.\C Date: C "t� PROPERTY OWNERS: o ' C _,0 State of ��1D/"/!i 4. ) On this the Of 71- ' day of before SS. me, the undersigned Notary Public, p rsonally appeared County o�GLff�/ ) a � ° Personally known to me. Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) a^,— subscribed to the within instrument and acknowledged that 6`/ executed the same for the purposes therein containe_d. IN WITNESS WHEREOF, I hereunto set my hand and official seal. e711 NOTAtlY PUBLIC -CALIFORNIA eutie County %1yCnmmission;:;;oire;July11,1389 M 01 Notary Public Present A.P. No.�_�X��Q'L/��� `J .Rhonda Cheek P.O. Box 55 Berry Creek, CA 95916 Dear Ms. Cheek ,',. WO, ,. I A. N D (lli a .n I %r; i' I i' . r, .. r. .. - DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965 Telephone: (916 c:.,� 538'726F RONALD D. McELROY Deputy Director .October '26, 1987 RE: AP 28-32-233 (OLD) AP 28-37-20 (NEW) Application for Determination Enclosed please find the Notice of Compliance which was recorded in the office of the Butte County Recorder on October 14, 1987 by the Butte County Department of.Public Works under Document Number 87-38535. If you have any questions regarding this matter, please contact this office. JM/kk Attachments cc: B13i1`d ng D'eparrtme�nt7 Environmental He`afth Department Golda Largent Very truly yours, William Cheff Director of Public Works hn Mendonsa Assistant Director I RETURN TO: Public Works Department Land Development Section NOTICE OF COMPLIANCE Issued to: Rhonda Cheek P. 0. Box 55 Berry Creek, CA 95916 RECORJ,MT4RQ5 OFFICIAL RECO(%OS By PURLI.0 Wows- IJ87 OCT 14 PM 2: 0 i CANDACE J. GjluBBS CLERK -RECORDER FEE --NO FE'S 87-38535 This Notice of Compliance is hereby issued by the County of Butte to certify that the conditions imposed on the Certificate of Compliance; recorded have been fulfilled to the satisfaction of the Subdivision Violation Committee , on property identified as:� a. Assessor's Parcel Number: 28-32-233(OLD), 28-37-20(NEW) b. Property Location: on Spring Creek Road approx. 450 ft. north of Swedes Flat Road. Bangor area. DESCRIPTION: All that certain property located in the County of Butte, State of California, more particularly described as follows: All that real property situated in Section.4, Township 18.North, Range 5 East, M.D.B. & M., Butte County, California, being more particularly described as the North half of the West half of the West half of the Northwest quarter of the Southwest quarter of said Section 4. Containing 5 acres more or less. TOGETHER WITH rights-of-way of record recorded in Butte County Official Records in Book 1484 at Page 217. Issuance of this Notice of Compliance is pursuant to Butte County Code, Chapter 20-167. County of Butte Subdivision Violation Committee J, END OF . �OCUMEN COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, CA 95965 534-4266 Wanita Godschalk 12580 Cometa St. San"Fernando, CA 91340 Dear Ms. Godschalk: March 25,.1982 Re:. AP 28-32-23-3,.. App �ilcat�ion for Determination Enclosed please find a copy of the Certificate of Compliance issued by the Butte County Dept. of Public Works , which was recorded on March 19,. 1982 , in Book 2703 , Page{ 89 , in the Office of the Butte County Recorder. Should you have any..questions regarding this matter, please contact this office. Very truly yours, Clay Castleberry Director of Public Works J,/`n Mendonsa Assistant Director JM/ns f.. Enc. cc: Planning Dept. Health Dept. Bui ing Dept. RETURN T0: Public Works Land Development Section CERTIFICATE OF -COMPLIANCE Issued.toi Wanita Godschalk 12580':Cometa St. San'Fernando,.CA 91340 litTTE {J w. �Q`(W �T'.D 3Y YC UP"L G`I:�1C MSR �9 3 ERK-RECORDER CL FEE 82- 7070 This Certificate of Compliance is hereby issued by the County of Butte.to certify that .the land division which created the parcel of property identified below complies with the applicable provisions.of.-the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Property location; on Spring Creek Road approx.-.450 ft. north of Swedes Flat Road. Bangor area. 2. Assessor's Parcel Number: 28-32-233 Description: All that certain property located in the Counter of -Butte, State of California, more particularly described as follows: All that real property situated in Section 4, Township 18 North, Range 5 East, M.D.M., Butte County, California, being more particularly described as the North half of the West half of the West half of the Northwest quarter of the Southwest quarter of said Section 4. Containing 5 acres more or less. Issuance of this Certificate is conditional upon the following conditions which have been imposed pursuant to the Butte County Code Chapter 2.0-167 and Government Code, Section 66499.35 (b), to.protect the public health and public safety. 1. Provide satisfactory evidence that a suitable site for the installation and replacement of a sewage disposal system for a single family dwelling exists on the property. 2. Provide satisfactory evidence that adequate quantities of.domestic water are availab le._for;a single family dwelling on the property. 3.' Provide the required 60 ft. of access to a county.maintained road. County of Butte Subdivi ion Violation Committee END Or DOCUMENT' LD 1400 END OF DOCUMENT 0 -v m m Wanita Godschalk 12580 Cometa St. San Fernando, CA 913+0 Dear Ms. Godschalk: LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC WORKS CLAY CASTLEBERRY, Director 7 COUNTY CENTER DRIVE, OROVILLLE, CALIFORNIA 95965 Telephone: (916) 534-4681 Wim m Bill Chefft Deputy Director March 3, 1982 RE: AP 28-32-233 Application for Determination At the regular meeting of the Butte County Subdivision Violation. Committee.held on March 3,'1982, the Committee issued a conditional Certificate of Compliance for A P 28-32-233• The -conditions are 1. Provide satisfactory evidence that a suitable site for the installation and replacement of a sewage disposal system for a single family dwelling exists on the property. 2. Provide satisfactory evidence that adequate quantities of domestic water are available for a single family dwelling - on the property. 3. Provide the required 60 ft. of access to a county maintained road. There is a fifteen (15) day.appeal period before this conditional Certifi- cate of Compliance can be recorded, unless you sign and return the attached waiver waiving your right to appeal the Committee's.decision. Should.you have any questions regarding this matter, please contact this office. Very truly yours, Clay Castleberry Director of Public Works JM/dsJ Mendonsa attachment Assistant Director cc Planning Health kBa ld ing Golda Largent, Box 7190; Feather Falls, St. Rte., Oroville, CA COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. 95965 PHONE: 916-534-4541 Wanita Godschalk 12580 Cometa Avenue San Fernando, CA. 91340 With reference to the above subject: /XX / Attached is: Application for permit Building Plans Engr. Calcs Labor Code Information OTHER DATE October 24, MO RE: RECENT CORRESPONDENCE A.P. #28-32-233 Mobilehome Utilities Installation Sheet Mobilehome Installation .Information Sheet XXX Typical Plan Sheet List of Codes Enforced We need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractors License Law information or check exemption statement. Letter authorizing signature of XXX Complete plans in duplicate including plot plans. Plot plans in Structural details in Complete plans in prepared by registered civil engineer or architect. Engr. calcs. sets of plans in accordance with the changes marked in red. XXX Sanitation approval from Butte County Health Department at: 196 Memorial Way, Chico XXX 7 County Center Dr., Oroville Skyway & Elliott Rd., Paradise Planning approval -From County Planning Department, 7 County Center Drive, 'Oroville, for Copy of recorded parcel declaration. XXX .Recorded copy of deed showing parcel legally created and a 60 ft. right of way to a public road. single family ,)XX OTHER The area is*presently zoned A-5 which permits one (1)/living unit per parcel. Mobilehome living is permitted. Should you have any questions concerning the above, please contact this office. Yours very truly, Clay Castleberry Director of Publi Works Glan er JFG:dd Chief Building Inspector Attachments b =Ai" Accordance of a quality Uniform and the 141 co . r-13 $ Workmahship Shaft k& h'#v „nnized Good Practices and for the Specitiea use � w,,,, & Mechanical ectrical Code. AM SQ. FT. MINIMUM _,_.... QR MOBILES 4 setback of 5 ft. m the property lines an a�setback 0 4 50ft. from the road ' centerline shall be clear of structures or equipment exc for a 2 ft. eave overhang. Utility ns shall be withi 4 ft. of the mobilehome, either directly behind or within the rea half of the roadside (left) of the i mobilehome. CP r0 30 p,.WYnt/it' n ?his sef of plans and specifications MUST be kept on the job at all times and it is unlawful t.- mak cmak D any changes or alterations on same with- / out i vritten permission from the Department of 3X _�j Public Works, County of Butte. c i� e rv,5 OkJao* SID U,p /11 _,b BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541 MOBILEHOME INSTALLATION SHEET 1. Owner's Name: 2. Installer's Name: 3. Is the site currently under permit? (If yes, furnish permit number Is the site an existing site? Yes No F1 ) OR Yes F] No 0 (If yes, furnish two 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 (If no, clarify 5. What is the mobilehome electrical rating? --------------- OCA Amps 6. What is the mobilehome site service rating? ------------- Amps 7. What is the mobilehome site circuit breaker rating? ----- 0 Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- YesNo (If yes, identify the load and size: (Load) (Amps) r� (in.) 9. What is the mobilehome site gas pipe size? -------------- :N Natural LPG 10. What is the type of gas service. ------------------- 11. What is the gas pipe length from meter or tank to the mobilehome? ----------------'---------------------------- (ft.) 12. What -is the mobilehome gas demand? ---------------------- (BTU) *(This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) MOBILEHOME SUPPORT DATA If other than single wide, Pc)— Mobilehome Mfr. ( f _ n furnish Setup Model No. Year Width (f t.) Box Length I, (ft.) Tagalong or Expando Size ft. x ft. 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). FOOTINGS (check one)1. Wood -pressure treated or foundation grade. El 2.' Other (specify) SUPPORTS (check one)F1. Concrete block.❑ 2. Other (specify) Pier Footing Sizes and Locations SINfLE-WIDE MULTI -WIDE Line 1 Main Beams Line2-•--------_ \----„� Lin — — — — _ Main Beams� — — — — � Line 2 _ -- — — ------ -wLine 4 Tag or Triple Line 1 3 Line 1 Piers: Line 1 Openings: Size -Min. ------------ „ Size -Min. ------------------ Spacing-Max - -----------------Spacing-Max. ------7- / Each Side of Openings Friau Ends -Max. ------- '_ ” /C With Width Over""----- �r bine 2 Piers: SI•re-Min.------ ----- „x AV„ Spacing -Max.--------- From lands -Max. ------- Line 1 Roof loads: c• Size -Min .------------� Line 3 Piers: (Under Bearine Wall Only) Size -Min - ------------------ x 'Spacing -Max.--------------- From Ends -Max -------------- "x "X "% "X "X1. "x "x "x '� Location (From Front) L.__ Line 44 Pie_�s: I Line S Piers: (Under Bearing Walls On y Siz,.!-Min.------------ Size -Min ------------- — ---- x 11 Syncing -Max---------- , „ Spacing -Max .--------------- From Ends -Max.------- _ From Ends -Max .------------- I_iaic 5 Roof loads: yts Size -Mill. ------------ "x "x "x "x "x "x Location (From Front) 31 1 1111} 10" 1 O { Tr 3" ;: c 2-1/4" ; "AQ OSP• ��,0 i°>> E�v�a•1a0 t c� P 3" ! P� O u -#- V. TYP.=+_` 1/4" PLATE BASE PLATE DETAIL NO SCALE NO SCALE 1-9/16" ROD WELDED TO - GRIPPER BASE PLATE. -- IO'l PLUG WELD ABOVE . E� J�,O 1-1/8" X 1-3/4"t HEAVY TUBING. 1/4" FILLET, BOTH SIDES r • O u 3" Ittj P. OSP . . 6 c 2-1/4' " 3" If r 2-1/4" TYP -" , ti 1/4" PLATE BASE PLATE DETAIL FOR AFS—CP PADS NO SCALE 1-9/16" ROD WELDED TO - GRIPPER BASE PLATE. 1/2" FILLET BELOW OR ' PLUG WELD ABOVE 1-1/8" X 1-3/4"t HEAVY TUBING. 1/4" FILLET, BOTH SIDES r • 0 � J 1— O 0 2-1/2" ui 4 11�1� J y a - a x O r< 9/16" DIA. TYP. \yl/4" ROAD, WELDED OR PUNCHED DIMPLES GRIPPER PLATE DETAIL NO SCALE -�— 6" t� .o a Q`,P ,'4 O p 9/16" DIA. TYP. GRIPPER BASE PLATE DETAIL- NO ETAIL GRIPPER PLATES - SEE DETAIL 1/2" X 2" MB TYP. 1/4" BASE PLATE - SEE DETAIL NO SCALE _112"X5- THREADED ROD. 1/4" FILLET WELD BELOW OR PLUG WELD ABOVE TO BASE PLATE 2" O.D. SCH 40 PIPE WITH 1/2" HOLE __----- 1/2" HOLE FOR LOCKING PIN - T -2-1/4" O.D. SCH 80 PIPE 4 - 3/8" CADMIUM -PLATED MB TYI INTO CAST -IN-PLACE FERROL IN AFS -CP 3 AFS -PCP PADS e �3 GUSSET SUPPORT PLATE DETAIL NO SCALE 1/2" X 3" STEEL PIN WITH LOCKING KEY 6 c e ATTACH SECURELY TO MOBILE HOME SUPPORT GIRDER - TYP AFS -PCP PAD SHOWN TYPICAL INSTALLATION DETAIL DESIGN LISTED AND TESTED BY BSK 6 ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01600438 Q�OF ESSJpN� rl N CO 1110 rn Z EXp. 'I 3 4 `P>' CNIL qTF OF GAU`0� AP Tf� ,TapParrlST�vo • �.�T/ld� - GOGb /b� Ldrfi�ec - 3300 /br r..O&LLNQ.r E rvuhuA,icr. srarrw, HEALTH AND SAFETY COOS. SECTk>4 toil A P P R O V E D SUH:ECT TO CORR!CTIONS NOTED .ppro.al don rwr w0w"i a or approve orr, ommien er dewmlc %.ew nmp,i, •.r"s o! oppikai to Store Iz� ord regubeiras Store of Ca6fornfa Depareww" of Hou%69 and Comma wyr, Develop,wwo DMSi CODES AND STANDARDS SPA NO.3:t�, , '1.:- Plnn A trorot pRQFESS/py9 41" IZ041' Y rr i R All / ,, J' IAI OF CAUFQF PERMANENT FOUNDATION SYSTEM / (NOTE- AFS -CP PAD CAN HAVE 2-1/2"c v.o` r MB WITH PPFI-1/2 INSERTS] AFS-EL9 STAND 1^ AFS -WP, AFS -CP AND AFS -PCP PADS WILLIAM A- SOMMERMEYER CIVIL ENGINEER 1173-D ZL CAMINO REAL - ARROYO GRANDE CA 93420-2554 AFS—EL9 SIDE VIEW APS—EL-9 FRONT V 1 EW' RCE 11658 exp.12/31/96 (805) 489-5380 NO SCALE NO SCALE --PATENTS PENDING-- MARCH 1996 SHEET 1 OF 3 SHEETS a 36" 36" 1-1/2" TYP. 1-1/2" TYP. 1-1/2" TYP 1-1/2" TYP - r - n a CAST -IN-PLACE FERROL INSERTS } 8" 8" 8" FOR 3/8" CADMIUM -PLATED M8 - 4 EA -TYP © �O �Ea RESIN ~^� m � a EZE W1tN PO��ES 0 � AFS-EL9 STAND TOP VIEW END VIEW TOP VIEW 2" X 28" X 1/8" STRAP - 2 EA - TYP o.. ..__ 0 c L EXT PLYWOOD, WOL�IZED SEE NOTE 15 0 0 c I 1/2" CADMIUM -PLATED CARRIAGE BOLT 8 EA - TYP 2" 36" SIDE VIEW AFS -PCP PAD NO SCALE BOTTOM VIEW I I 0 0 N -- /2" CLIP @ 45° TYP. I - SIDE VIEW AFS -WP PAD NO SCALE 3-5/16" 1-15/16" AFS-EL9 STAND 10" PPFI-1/2 - 2 EA SEE DETAIL � • • 3-5/16" 1-3/8" � • �. 5 - 92 REBARS TRANSVERSELY @ 7" O.C. OR APPROVED EQUAL 4 - /3 REBARS @ 5" O.C. OR APPROVED EOUAL A FS - C P REINFORCING DETAIL NO SCALE 2-1/4"• 6 2-1/4" 0 PPF I-1/2 2 EA TYP. 45" TOP VIEW 45" SIDE VIEW AFS -CP P A D NO SCALE STD IFI -128 HEX COUPLINC NUT '/2-X 1-1/2- - PPFI-1/2 12 EA I I/•'FILLETvWELD ' 2-•2Xs-1/r- -EACH SIDE PPF I -1/Z DETAIL NO SCALE DESIGN LISTED AND TESTED BY 85K 4 ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01600438 QROFES.S kc �Ei. PO��'�1�, C7 L' �.-C051110 rn � c Civil- �Q- 9lF OF CA\ -W END VIEW 0 N 5' END VIEW �Ep P ��ESdip�l Dlgl�Or CALIFO��\P PERMANENT F O U N D A T 1 O N S Y S T E M AFS-EL9 STAND AFS -WP, AFS -CP AND AFS -PCP PADS WILLIAMA- SOMMERMEYER CIVIL ENGINEER 1173-D EL CAMINO REAL - ARROYO GRANDE CA 93420-2554 RCE 11658 tap.12/31/96 (805) 489-5380 --PATENTS PENDING-- MARCH 1996 SHEET 2 OF 3 SHEETS ra GENEF2AL NOTES 1. DESIGN LOADS: ROOF LIVE LOAD --20 PSF FLOOR LIVE LOAD --40 PSF WIND LOAD --80 MPH EXPOSURE 'C' SEISMIC ZONE --4 SNOW LOAD AS REQUIRED BY BUILDING OFFICIAL 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON AN APPROXIMATELY LEVEL SITE. 3. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE. u. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE MOBILEHOME MANUFACTURER'S INSTALLATION INSTRUCTIONS. S. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (D.S.) CAN OCCUR, MANU- FACTURED HOME SHALL BE READJUSTED WHEN D.S. EXCEEDS 1/4', OR WHEN IT WILL ADVERSELY AFFECT MANUFACTURED HOME UNIT. 6. ALL PORTLAND CEMENT CONCRETE USED IN THE MANUFACTURE OF THE AFS -CP PAD SHALL HAVE A MINIMUM fr a 3000 PSI 0 28 DAYS. 7. STRUCTURAL STEEL: FABRICATE ACCORDING TO AISC SPECIFICATIONS. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES --370 PLATES --ASTM A36 BOLTS --SAE GR.S = ASTM A449 - ASTM A3775 8. THE STAND AND PAD ASSEMBLIES SHALL BE LISTED AND LABELED BY BSK L ASSOCIATES FOR THE FOLLOWING LOADS: HORIZONTAL 10748. VERTICAL 59701. 9. THESE STAND AND PAO UNITS ARE DESIGNED TO BE USED WITH MOBILE - HOME CHASSIS BEAMS OF STANDARD SECTION EQUAL TO OR GREATER THAN W8X100. ANY OTHER SECTIONS SHALL BE FIELD ENGINEERED TO ADAPT TO SECTIONS ACTUALLY ENCOUNTERED. 10. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING THESE UNITS AS SHOWN ON THE TYPICAL FOUNDATION PLAN. 11. MULTIPLE -UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF AFS UNITS MEETS THE REQUIREMENTS SHOWN ON THIS SHEET AND THE PLACEMENT AND INSTALLATION PROCEDURES ARE FOLLOWED PROPERLY. 12. .FOR LONG DURATION SNOW LOADS, USE APPROPRIATE NUMBER OF ADDITIONAL UNITS AS DETERMINED BY THE FOLLOWING FORMULA: HLONC TERM SNOW LOAD L/FT11 X (ROOF AREA SQ.FT.)1 _ 5970 . USE EVEN NUMBER OF UNITS ARRANGED 50% EACH DIRECTION. 13. ALL METAL COMPONENTS AND ATTACHMENT ITEMS SHALL BE PROTECTIVE COATED. 14. METAL SURFACES IN CONTACT WITH THE EARTH SHALL BE COATED WITH OREGON RESEARCH AND DEVELOPMENT COMPANY RUBBERIZED PROTECTIVE MEMBRANE "SNOW ROOF SPRAYABLE GRADE" OR APPROVED EQUAL. 1S. FOR AFS -WP PADS, USE 1-1/8" EXTERIOR PLYWOOD WITH WOLMANIZED TREATMENT TO 0.60 PCF RETENTION WITH DRYING AFTER TREATMENT. 16. FOR AFS -PCP PADS, USE CONCRETE MATERIAL CONSISTING OF SAND AND GRAVEL AGGREGATE BOUND TOGETHER WITH A POLYMER AND REINFORCED WITH CONTINUOUS WOVEN GLASS STRANDS. THE CONCRETE THUS PRODUCED MUST HAVE THE FOLLOWING MINIMUM MECHANICAL PROPERTIES: COMPRESSIVE STRENGTH - 11,000 PSI TENSILE STRENGTH - 1700 PSI FLEXURAL STRENGTH - 7500 PSI THE MANUFACTURER MUST CERTIFY THAT .THE MATERIALS HAVE BEEN TESTED TO THE REQUIREMENTS OF ASTM METHOD D-543. SECTION 7, PROCEDURE 1. SAID CERTIFICATION WILL.GUARANTEE THAT THE CON- CRETE HAS CHEMICAL RESISTANCE AGAINST THE FOLLOWING CHEMICALS IN THE CONCENTRATIONS NOTED: SODIUM CHLORIDE 5% SULFURIC ACID O.IN SODIUM SULFATE DAN HYDROCHLORIC ACID 0.2N SODIUM HYDROXIDE OAN ACETIC ACID 5% KEROSENE PER ASTM 0-543 TRANSFORMER OIL PER ASTM D-543 VARIES - 30'-77' SEE TABLE NORMAL LOADS E S S E SNOW LOAD - 0 I NO. OF 2' NOM. 1 WIDTH LENGTH UNITS J1TO 37' 4 1 I I 38-58' 6 QW`ttEO 8' NOM. 10' 59-78' 8 aQ P <P4'14 12' TO 32' 4 _ S'om p0� C I 33-50' 6 _ O 51-68' 8 lJ ..._ 12' 69-85 10 PLAN FOR MORE THAN 12 AFS SUPPORTS TYPICAL- P E R M A N E N T FOUNDATION PLANS NO SCALE E v Z' MIN / 6' MAX 5 s 6' MIN / 24/ MAX DESIGN LISTED AND TESTED SY BSK 6. ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01600438 A�q�0 PERMANENT oQROf ESS/pN Nuo C051110, m Tk E p CNIL qlF OF CANO, PROF EES'S/p�91 SO car \gyp o. j 1_ E �o 4 � FOUND A SYSTEM AFS-EL9 STAND AFS -WP, AFS -CP AND AFS -PCP PADS W I LL_ I AM A - SOMMERMEYER CIVIL- ENGINEER 1173-0EL CAMINO REAL - ARROYO GRANDE CA 93420-2554 RCE 11658 exp.12/31/96 (805) 489-5380 --PATENTS PENDING-- MARCH 1996 SHEET 3 OF 3 SHEETS OCRIDGE BEAM SUPPORT AS O 13' TO 30' 31-47' 4 6 _ REQUIRED BY MANUFACTURER-TYP. STANDARD MM FOUNDATION PIERS - AS RECOMMENDED 13' 65-80' 10 BY THE MANUFACTURER OR THE ENGINEER - TYPICAL THROUGHOUT. RELOCATE AS NECESSARY - TYP. 14' TO 28' 4 29-44' 6 PADS IN ANY PAIR MAY BE ROTATED0 45-60' 8 90• TO AVOID CLEARANCE'PROBLEMS0 14' 61-76' 10 20' TO 32' 6 PLAN FOR 12 AFS SUPPORTS OR LESSI 33-44' 8 45-56' 10 57-68' 12 20' 69-80' 14 24' TO 37' 8 VARIES - 30'-77' SEE TABLE 38-48 ' 49-60' 1 10 2 E S S S E 24' 61-70' 14 —26' TO 34' 8 _ 2' NOH ttEo 10 E�5 QVk135-44 I 45-54' 12 QPpO G_w.,H 55-64' 14 e' NOM. $1 FOp- 26' 65-73' 16 28' -TO 32' 8 RIDGE BEAM SUPPORT AS REQUIRED BY' 10 �J MANUFACTURER-TYP. O 42-50' 12 51-59' 14 60-68' 16 O O O 28' 69-77' 18 STANDARD MH FOUNDATION PIERS - AS RECOMMENDED BY THE MANUFACTURER OR THE ENGINEER - TYPICAL THROUGHOUT. RELOCATE AS NECESSARY - TYP. PADS IN ANY PAIR MAY I f BE ROTATED 90° TO AVOID CLEARANCE t , -•r PROBLEMS PLAN FOR MORE THAN 12 AFS SUPPORTS TYPICAL- P E R M A N E N T FOUNDATION PLANS NO SCALE E v Z' MIN / 6' MAX 5 s 6' MIN / 24/ MAX DESIGN LISTED AND TESTED SY BSK 6. ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01600438 A�q�0 PERMANENT oQROf ESS/pN Nuo C051110, m Tk E p CNIL qlF OF CANO, PROF EES'S/p�91 SO car \gyp o. j 1_ E �o 4 � FOUND A SYSTEM AFS-EL9 STAND AFS -WP, AFS -CP AND AFS -PCP PADS W I LL_ I AM A - SOMMERMEYER CIVIL- ENGINEER 1173-0EL CAMINO REAL - ARROYO GRANDE CA 93420-2554 RCE 11658 exp.12/31/96 (805) 489-5380 --PATENTS PENDING-- MARCH 1996 SHEET 3 OF 3 SHEETS b O � d V APPROVED Butte County Environmental Health Date------ Signature environmental Heami� Jill t t 2000 t L;ounry center unvr Plrrn1ille. CA o e a NOTES K RESIDENTIAL PERMIT N0.. 028-370-020 00-1615 t CHEEK, RHONDA & MARK ---- 68 SPRING CREEK RD., BANGOR E CONTR: OWNER MHU 11 SPECIAL CONDITIONS 11 CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. OFFICE COPY Address_ GAS Meter ByDa ELECTRIC j Meter By 1::: Da; JOB FINALED (D 4?S 1 Signature ./ = OK ' DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 0 = Not OK 1. - = Not Applicable MOBILE HOMES * = Not Ready Footings; Soils -Size -Depth -Spacing -Connectors -Steel Date ' MOBIL ME UTILITIES (Plans) OK except #'s S- Soils cial MH Support Sketch ewer ation-Test-Fall-C/O-Concrete ater; ation-Test-Easement Needed (Sketch) 5 ectri ' ; Location-Clearances-Grnd- Amp -Concrete as; Lo tion -Test -Wrap;-/ /" L'ft. / Nat. or/ /'L'ft./,AD/'LPG ,ell—Clearance & Disconnect tility Clearance Date (f Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE E INSTALLATION (Plans) OK except #'s 140"Z.9.6"Requirements-Setbacks-Easements oot' ; Size -Spacing -Marriage Line ; MH est -Demand -Valve -Connector QIPEie2yyH Test -Crossovers -Breakers -Clearances ra' H Test -Fall -Flex Connector Connected -C/O to Grade -HD 10. E ' ,Insp.-Sketch Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r D6 W lr0�' 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- Rhrs.-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 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (: Date 46. Underfloor (Plans) OK except #'s 47. 1. Zoning-Setbacks-Easements-Flood-Slope Fireplace Ties or Type A Flue -Fireplace Throat Clearance 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 50. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Garage Fire Protection Framing 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth 53. 5. Stemwalls, Main; Steel-Blockouts-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 56. 6a. Hold Downs and Special Anchors Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 7. Slab, Steel-Wrapped 59. 8. Piers-Fireplace Ftg.-Steel Brace Interior/Exterior Wall Panels 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test 62. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test-Anchors-Regulator-Service Test Date 12. Electric Underground FINAL (Plans) OK except #'s 13. Plenums & Ducts; Clearance-Material-Support-Ins. 64. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 15. Access & Ventilation 67. 16. Insulation Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails Date Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date 73. ,PLUMBING (Permit) OK except #'s 74. 17. Water Htr.; Vent-Access-Combustion Air Baffle A.C. Duct in Garage -Damper 18. Water Pipe; Test & Anchor-Nail Protection 77. 19. D.W.V.; Test Fittings & Anchor-Nail Protection Elec. Receptacles in Garage (F.FI.)-Romex Protection 20. Shower Pan; Test, First Floor-Tub Access 80. 21. Test Tub & Shower, Second Floor-Tub Access Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 22. Gas Pipe; Sixe & Anchors 82. Following Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 83. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 86. ELECTRICAL (Permit) OK except #'s 87. 23. Fixture & Transformer Clearance-Ins. Protection Ventilation Throughout House 24. Elec. Receptacles Spacing-Lights & Switches at Doors 90. 25. Size Boxes & No. of Conductors Stapled Gas Test -Meters Tagged, Gas -Electric 26. Romex Installed Close to Edge of Studs & C.J. 93. 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water Address Posted 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date Card B-1 Date Card B-1 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Comments at Final` 30. Range Circle / / ga Cu or Al-Oven Circ. / / ga Cu or At Insulated Neutral p Yes ❑ No 31. Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. 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 40. Sits Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing "ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors. 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext. Steps -Door & Sidelight Protection-LaAclings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor . ❑ Yes 82. Following Instld./Drive 0 Yes 0 NoMalks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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` .t ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive •' Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96). APPLICATION AND PERMITQ'%lam' ASSESSOR PARCEL NUMBES 028 370 020 ZONING A5 BUILDING PERMIT OWNER MARK & RHONDA CHEEK LEPHO TE589 -5782 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 68 SPRING CREEK RD, BANGOR 95914 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. $ p�py 1LlY XOC( -FilingFee Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDINGADDRESS SAME Energy Plan Checking Fee $ PERMIT FEE $ 23.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE x Other SF ❑ Duplex ❑ Mobilehome 0 SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 11 Installation ❑ Other ❑ Describe Work: SEPTIC PUMP STATION MHIJ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I klip I XW @20.00 60.00 PERMIT FEE $ 80.00 ELECTRICAL PERMIT I Filing Feel 20.00 800V OR LES Main Service 20.A0.LESS 23.00 23.00 LICENSED CONTRACTOR'S 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.8 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO l 46.00 WEU200A NEW CONST. DWEWNG OCCUP. U OR ADDNS. & ACC. S. SO 3.50F7_ No RES DT ML TI -OUTLET @7.50 PSINGOWELE OUTLET CIRR APPARATUS . Ex. OCCu OUTLET OR FIXTURES zo @ 1.00 BAL O .50 Ex. Occup. OUTLEEDTS REESID.OEA 5.00 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 2 0.00 Misc. Wiring 23.00 PERMIT FEE $ 68.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 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 is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) C_ 1 certify that in the performance of the work for which this permit is issued, I shall ! ` not employ any person in any manner so as to become subject to workers' Compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall hwith comply with tho a provisions. ,i X Date Sigriaturof Applicant - Owner ❑ Contractor [3 Agent An OSHA permit is required excavations over 60" deep and demolition or construction structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ i HAZ. D. FEES IMP `_ FLOOD cDF P EL HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ate 7/Ob PERMIT EXPIRES ON ,� 6ITE-D.D.S.-B.D. at ceipfNo. 302099$171.00 tReCANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count; Center'Drive • Orovile, California 95965 • Telephone (530) 538-7541 PERMIT NO. �Rev. 12/96) �' APPLICATION AND PERMIT ASSESSORPARCELNUMBER �. /{ Y D U/�/ ZONING BUILDING PERMIT OWNER /u��% YY // �/}� // / /21�-a✓� G.-L.�� TELFF O E /J y /- SO. FT. OCC. BUILDING VALUATION OWNERS MAILING 0 SS //L): C/✓/ •fVTELEPHONE CONTRACTOR'S NAME A CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ Q BUILDING ADDRESS clay Energy Plan Checking Fee $ PERMIT FEE $ `,D LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 Each Trap 7.00 USEOFSTRUCTURE - SF ❑ Duplex ❑ Mobilehome Other SPECIFY Solar or hest pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Installation ❑ Other ❑ Describe Work:�Qt/ P—1 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home NX191 @20.00101,06 PERMIT FEE S r ELECTRICAL PERMIT Filing Fee 20.00 Main Service YOGA OR LESS 23.00 - Main Service YOGA TO 1000A 46.00 NEW CONST. DWELLING OCCUP, 3.5 ¢So. OR ADDNS. 6 ACC. BLDS.FT. _ DPERMIT , W 6 t � R ceiptNo. ITE-D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NEW CONST.MULTI-OUTLET NON-RESID. U @7.50 POWER APPARATUS 8 SINGLE20 OUTLET CIA. EX. Occup. OUTLET OR FDCTURES BAL @ 1.w FUCED APPLNS. OR 5.00 EX. Occup. OUTLETS RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 d �% Misc. Wiring 23.00 FEE $ 1, MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ , occ CONST. TYPE TOTAL FEE HAZ. D. FEES I IMP I I`Lt0,j CDF p I PV 91 ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Date A.P. # �. "' 76 O'L4 OWNER -C PERMIT # 00 MH UTIL. CLEARAN ATE INSPECTOR ELECTRIC GAS SUPPORT STRUCTURE COMPACTION TEST REQ. SERVICE OTHER PIPE SIZE LOAD TYPE ISIZE LENGTH YES NO YES NO 028-370-020 00-1616 t CHEEK, RHONDA &'MARK -► rF 68 SPRING CREEK RD., BANGOR ' C-ONTR: OWNER MHI ©�.-1W13 (Rev.12/96P - n COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -, BUILDING DIVISION 7 County`Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERS M 028-370'-020 ZONINGBUILDING A4' PERMIT OWNER `- MARY &r RDONDA CREEK TELEPHONE 589-5782 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 68 SPRING CREEK -RD, BAGOR 95914 CONTRACTOR'S NAME OtdNU TELEPHONE CONTRACTORS MAILING ADDRESS - CONSTRUCTION LENDER Fireplace LENDER'S MPJUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ` ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS SA�S�E�.,, SLi Energy Plan Checking Fee $ $ p PERMIT FEE $ 43..00 LOT NO. SUBDNIS ION NAME .J PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome a Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 j TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation mR Other. ❑ Describe Work: MUT AXTP 06.15' RAS, AAT An -MIN PFRWT Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home G S W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200' OR LESS 23.00 LICENSED CONTRACTOR'S 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.8 License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc. BLDS. SO 3.5¢FT: rtpµgeSID. T. MULTI- CIRCUITS OUTLET @7,50 SINGLE OUTLET POWER APPAR'TUCIRs . EX. Occup. OUTLET OR RA. 20 p 1.00 BALO .50 NS FIXED APPRES, OR EX. Occup.O.FIXED EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 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 is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET: $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) +` `p I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that rf I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. L'�I,,Y44.6NG11 ,. Date —7 Sigriature of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0"deep and demolition or constructionVMA of structures over 3 stories in height. Mobile Home Installation Fee $ INLIVI Energy Inspection Fee $ OCC CONST. TYPE „fF �, TOTAL FEE $ i I -J# 09 w!� A. qw D. IMPo J� FLOOD ACDF j� tCEL A HD ISSu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. jk < ,ht -t 1f��J t By .- Date "' ' PERMIT EXPIRES ON 11� 1/ & Epate) , ,� ..... Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT FROM : RICHARD PHONE NO. : 8729426 TIEDOWN CERTIFICATION Sep. 25 2000 07:06AM P1 Installation permit Number= � Property Owner's Name: 11 cation of Unit' Ilk �O Address or Lo�� !'t° ��� Assessor's Parcel Number: Size: Manufacturer's Name: &as 64 Year of M/H: 22g0 Tiedown System Numbers_ I certify that those portions of the tiedowo� eyaest a installed of below the grade (1) were not damaged prior to installation, (2) were not modified prior to or during -the and (3) were installed in accordance with the terms, installation, and of their listing or with the terms of the engineered p _ specifications. 0 J Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER .IT NO. (Rev. 12/96)' APPLICATION AND PERMIT M -/Co ASSESSOR PARCEL NUMBER > 028-370-020 ZONING A-5 BUILDING PERMIT OWNER , MARK & RHONDA CHEEK TELEPHO589- 5782 SO' FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 68 SPRING CREEK RD, BAGOR 95914 CONTRACTOR'S NAMETELEPHONE OWNER CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is ARCHITECT OR ENGINEER UCEF4E NO. —Filing Fee $ 20.00 Permit Fee $ Zi6HITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS Energy Plan Checking Fee $ S$ -r� PERMIT FEE S 43.00 LOT NO. SUBDNISIO NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome Ift Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation PX Other ❑ Describe Work: MHT ATTP 00-15 HAS eN ADMIN-P2RMI'I Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ZOOA OR LESS 23.00 LICENSED CONTRACTOR'S 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. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 6 ACC. BLDS. SO 3.5¢FT. NDN-RESID. MULTI.OuttETgcum @7,50 POWERGLE APVARATUS 8 SINOUTLET CIR. Ex. Occup. OUTLET OR FDRURES 20 BAL O 1 1.00 .50 Ex. Occup. ' ..ED .='.) E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 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 is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit those provisions. 912 1 _ Date Jindicated 4Signahure ?RA&pplicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE OTAL FEE $ 143.00 HAZ. X p, IMP X I FLOOD X I CDF X PARCEL X PO HD X ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions above for which f ve been By Date PERMIT EXPIRES ON I I ote) provisions to do work paid. Z 0 Receipt No. 7., WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION �-° 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: ❑ 1. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications. Fees of $ pact fees as shown on the attached schedule. 12. California Department of Forestry plan approval/fees. Ell 3. Flood elevation certificate. 1114. Sanitation and plot plan approval Health Department. ❑ 15. City- of Chico plumbing permit. 1116. Plot plan and business license approval from the City of Biggs. 1117. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, O Drainage, ❑ Legal Parcel. O 19. Encroachment Permit for driveway (construction approval prior to occupancy). 1120. Pre -inspection for required. ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner O). 024. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. O.Letter of intent on building use. Manufactured Home utility clearance. 1128. Existing violations and/or expired permits. 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. O Telephone and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant "t �4*. r-il �.1tiW�u��h+r•+k"�'1`�^`�('4+��"/�"�I'�Yj•+�~i..Irryr�'r�k�i1'7t7 ti4.r}+�.v�•�y�.ifi*'�wi��"„"�'�►,'+�`�`+...._�....�..'•rr� ,. .. 4 JS0.N '� •� - f/ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7. COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNED ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------ E13. -----❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. -------------- --------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions includin 'e Down Specifications .------------------ OaFees of $---------------------------- ------------------------------------------------- Impact fees as shown on the attached schedule. ------`"�=J------------------------------------------ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13. Flood elevation certificate. --------------------------------------------- .,h ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. El 19 ❑20 ❑21 Encroachment Permit for driveway (construction aPProval prior to occupancy) - -------------- Pre-inspection ------------rPre-inspection ------------ for required. Request to Building Inspector on Contractor's license information. (Number, Name Style, Classification). ------------- ` ------------------- F ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- Y� E123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 6 Letter of intent on building use. ----------------------------------------------------------------------------------- Ma actured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephoneg aq_7 and olh d for pickup at office. ❑Deliver with inspector. ,, P(Ac 1,�91 U Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Copy of plans sent ❑ Health Department, ❑ Fire Departmept4P-_fter: Date: Date: By.. Date:By:. 1. Index permit application for the above items numbered: WO) &= J � . ❑ Plan Check List (Date) 2. Additional items required: Y-__11 �—� Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Bailding Di i counter, by Date: Plans reviewed by: r Date f Plans approved by: � � Date: Sets of plans on hold in o Pl C b• (e t7A" . folder. . Note,transfer by: Date: Yellow Copy - Department of Development Services, Building Division`.', .�-.,.Y�l..,,,�....�..�..,,'t-.e..+1.rf'^Yt�• Mr-�+..,�.....�..,.n'-^�--�•'-. * �,a=,a_ rr•.�y,y.,,,,..,,;;-tvCn,.;,�res-y..r?.; MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION — COUNTY CENTER DRIVE OROVILLE, CA 95965 — PHONE (530) 538-7541 APN� ' � PERMIT NO.: Owner's Name: Owner'ss Arddress;.--/-�/f�` Mobilehome Manufacturer: /�'� � L� Q D Q Year of M��alyyirifaacture: C✓4.� Serial CA Numm`ber or V.I.N.: Insignia orHUD y H� UD Number:/ �y l Official approving nstallation: Date: If the mobilehome i moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. _ 513B White -Owner, Yellow -Installer, Pink -Bldg, Gold -Assessor ,�`s:,�'+s�t:,.�L+,�iV:r*rsE-sem*�•��:vS;�+'-�'•����-iz'.YFr:��.,.�. �-,-, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is r..'. completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. W` K IS{: t. • y r� •^i .3 Date i Z2/ G� Inspector ' 1 1} , REV /0/92 / _ A • COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER dff0!r_rx A. P. # PR POSED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ evised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $� Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE _1/1 7, 10D Pursuant to Gove ent Code Section 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 Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) '�r�'X'`.,�hVl '�-.w,.w�"=7-...._-y...:,-.:ii.J"Tr_p.�-'�•n,;'�-.r^•t"lr�N�„r.i '...�.r."�r�*vr�^'y ,J..�; '�f ,yj.,� N� ., ;;i. �i.t/`-^„"_ . '�'� "'r'Y� ..•� r `r��::S{ rte%=..-,� ws0"b � •{_ .'�. r" (_dog t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM x IN.� DES � (One form per Building) r ' School District — T Building De'�rtment No. A.P. Number 0 a�� �� _ao.lurisdiction: City County Proper Owner �°. 1�� / �1 f / fk— Property LocatiordAddress (Q r� �'j ��rl i 1 / ( , 1,6 Subdivision Lot No. a Residential Development .............................................................................................................. 0 Sq. Footage No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): .... 7 •. .x.Ly� A_•�5`.� S �s�c . '{ry h1. "Jqw•-..rwp.'.ai✓.•'.iF.��%3aFf°.'-.xaMi "IC�eia3S•.i�Y'.:° w..r,3'f,3-�. its"•", . u".',^�''xw.9 ."4` ..n LY _� QCommerclaVlndustnal 0 ` • t s t Sq. Footage v ' . • , I New Addition (Including Exterior Roofed Areas) Building Department epresentative - Date K; (Floor Plans reviewed by School District Personnel) District Identification No. , -0,5 i School District certifies that._. WJLB , ,C"12 (Applicant) (Street e (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. �C% �— 01 by payment of $ representing �v square feet. AB 2926 FULL MITIGATION ,a. •.�+� 'Tr:.:;r,•:'�=-:.6_�:.'�;{ .a x.:,':=,:fit: ';-',,''`'•'"'.""'==-;"=-- School District Representative% Paid by Check # Remarks: j)�� l TE J !FF 9 a'1 00 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government. Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. "Rev.12/96) ,• APPLICATION AND PERMIT L ASSESSOR PARCEL NUMBER �j j -j ZONIN BUILDING PERMIT OWNER G J TEIEPHbNE % SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADD S 6AL CONTRACTOR'S NA f / TELEPHONE CONTRACTOR wRESS CONSTRUCTION LENDER Fireplace LENDER'S MNUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS % Energy Plan Checking Fee $ PERMIT FEE $ r(/ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome XOther SPECIFY Soler or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition /❑ Remodel13Utilities ❑ InstallationOther 13 [ Describe Work: D[/ / ''F(� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 800V OR LESS Main Service 200A OR LESS 23.00 1 J / / J / t �� too, o (./ I / D I / "` ►►►""" 'l Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service YOGA TO 1000A 46.00 NEW CONST. DWELLING S° OR ADDNs. a ACC. stns. 3.5QFT: LDS. NEW CONST. MULTLOUTLET NON•RESID. @7.50 POWER APPARAT 8 SINGLE OUTLET CI CIR. Ex. Occup. OUTLET OR FIXTURES 20 O I'00 SAL p .e0 FUCUTLETg RFSID.°EA 5.00 EX. Occup. .=PP= Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ °°° CONST. TYPETOTAL FEE $ (� HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Te A.P. #� OWNER PERMIT #dn - J 61S" - MH UTIL. CLEARANCE DATE INSPECTOR ELECTRIC GAS SUPPORT STRUCTURE COMPACTION TEST REQ. SERVICE OTHER PIPE YES NO YES NO SIZE LOAD TYPE SIZE LENGTH �t� 37 CW -10 . . .......... . . ........ . ...... ............... . ................ . . . .............. . . ......... /vjX RKoNDA CHEEK %8St��IN� cT2EZf< RI7 A fi Ji28-370- o�-o i t �wsr Lo Ext . DR iyi5L"i / ras' 776 rmucr Fm ANDJVAMTombmikii 2 $Hqm - � �l�C OF— Fr.20 — ��.. FT..F FRO�1 THE SM AM � � t~T. FROM 77�IE D ROAD CENTERLI AFAR. PRppMMLINES AN OF 8TRUCTURE$ AND EQUIPM NTSNALL BE cC j FOR A 2 FT. EAVE OVERHAND. EXCEPT eFxtsr >( 7r -� SE p C- Tj r to 44 z/.. 8 4 -7--0z G- B TTE COUNTY BUILDING DEPARTMENT 4PPROVED E uJ 0, F Sam comfy 'LD1 >rs :, SENT APPROVED 8 CENTERLINE SUPPORT REQUIREMENTS THIS SHEET TO BE IHSERM WITH SWPi.MENT TO FIELD INSTA UTDN kMHUAL FOR 20f ROOF SNOW LOAD. SEE ABOVE PRINT FOR LOAD REQUIREMENTS, VE LO OF � UYE LOAD I 6026-31X-28-CATN 1 SEC. 4 ifz 51 PG. 6-48J DRAWN BY DATE 95- a237jCT (J) 77 r T `m u; 0 7 m u� z m m CT) T. w m r -j c♦ -,All . 2-4- 10^ U. 0 9/16 3t1lsl ' o " DIA. TVP. 3ii O " OR4PUNCHED DIMPLES 1 TYP.= k 1/4" PLATE ' GR I PPER PLATE DETA 1 L BASE PLATE DETA I L NO SCALE NO SCALE �- 1-9/16" ROD WELDED TO GRIPPER BASE PLATE. 1/2" FILLET BELOW OR PLUG WELD ABOVE -� 1-1/8" X 1-3/4"t HEAVY TUBING. 1/4" FILLET/ BOTH SIDES N -� 6"��l—�� O," "ok s�P u a Q`p. ,Ip O O 9/16" DIA. TYP. GRIPPER BASE PLATE D E TA I L GRIPPER PLATES - SEE DETAIL 1/2" X 2" MB TYP. 1/411 BASE PLATE - SEE DETAIL NO SCALE I L t 3"=� GUSSET S U P P O R T PLATE D E T A I L NO SCALE 1/2" X 3" STEEL PIN WITH LOCKING KEY - ATTACH SECURELY TO MOBILE HOME SUPPORT GIRDER - TYP ® 1 --,,f AFS -PCP PAO SHOWN 09 C e1 �^ TYP I CAL I N S TA L LA T I ON O E TA I L r, NO SCALE —1/2"X5" THREADED ROD. 1/4" FILLET WELD BELOW OR PLUG WELD ABOVE TO BASE PLATE 2" O.D. SCH 40 PIPE WITH 1/2" HOLE �— 1/2" HOLE FOR LOCKING PIN - TYP _ -2-1/4" O.D. SCH 80 PIPE 7- 4 - AFS -ELS SIDE VIEW `j ' NO SCALE 4 - 3/8" CADMIUM -PLATED M8 TYP.. INTO CAST -IN-PLACE FERROL INSERTS, AFS -CP d AFS -PCP PADS [NOTE: AFS -CP PAO CAN HAVE 2-1/2" MS WITH PPFI-1/2 INSERTS] 2-1/2"t 9" STDLAMAE BUTTE COUNTY 13" TALL MAX. - BUl"DI11 NG DEPART NT pp��0)f 8" STD. 12" TALL 0.'k. TVP. AFS -EL -9 FRONT VIEW NO SCALE --PATENTS PENDING -- DESIGN LISTED AND TESTED BY 8SK & ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01600438 Q�pF ESS/p�y<� G Nd.00 1110 a EXp. °l 3 9 �t s� CML gTFOF CA```pf� Ap 1-4'7 i. - _;Sae /61 +,,_ALN AND SAFM COOS. SECTIO" IUSI A P P R O V E D SU8!EC7 TO CORR!CTIONS NOTED .ppreof doe =' s nw a.# -r=' or approw " oiniaiew o• dev:mio %.an .mqui+e...... , of opplicoble Store Im and reguim me Sime of cordomio Dopom"a" of Housing and Co"vnw:q De Iop,ww" DMSI CODES AND STANDARDS By Z.�s _.tr�6a_ - w Dete ���� Qi.0� l SPA NO. '1.i. Plon A wc,,i rnurc;,s/Dy9 � L T• 3 N0. °F cauFo�"i PERMANENT FOUNDATION SYSTEM AFS-EL9 STAND AFS -WP, AFS -CP AND AFS -PCP PADS WILLIAM A- SOMMERMEYER CIVIL ENGINEER 1173-0 EL CAMINO REAL - ARROYO GRANDE CA 93420-2554 RCE 11658 exp.12/31/96 (805) 489-5380 MARCH 1996 SHEET 1 OF 3 SHEETS 10" O if �� W. 3 " 0 2-1/4' n.. a 3 n►Y- Y � a 7 N 2-1/4" TYP__" 1/4" PLATE BASE PLATE D E TA I L FOR AFS -CP PADS NO SCALE 1-9/16" ROD WELDED TO GRIPPER BASE PLATE. 1/2" FILLET BELOW OR PLUG WELD ABOVE -� 1-1/8" X 1-3/4"t HEAVY TUBING. 1/4" FILLET/ BOTH SIDES N -� 6"��l—�� O," "ok s�P u a Q`p. ,Ip O O 9/16" DIA. TYP. GRIPPER BASE PLATE D E TA I L GRIPPER PLATES - SEE DETAIL 1/2" X 2" MB TYP. 1/411 BASE PLATE - SEE DETAIL NO SCALE I L t 3"=� GUSSET S U P P O R T PLATE D E T A I L NO SCALE 1/2" X 3" STEEL PIN WITH LOCKING KEY - ATTACH SECURELY TO MOBILE HOME SUPPORT GIRDER - TYP ® 1 --,,f AFS -PCP PAO SHOWN 09 C e1 �^ TYP I CAL I N S TA L LA T I ON O E TA I L r, NO SCALE —1/2"X5" THREADED ROD. 1/4" FILLET WELD BELOW OR PLUG WELD ABOVE TO BASE PLATE 2" O.D. SCH 40 PIPE WITH 1/2" HOLE �— 1/2" HOLE FOR LOCKING PIN - TYP _ -2-1/4" O.D. SCH 80 PIPE 7- 4 - AFS -ELS SIDE VIEW `j ' NO SCALE 4 - 3/8" CADMIUM -PLATED M8 TYP.. INTO CAST -IN-PLACE FERROL INSERTS, AFS -CP d AFS -PCP PADS [NOTE: AFS -CP PAO CAN HAVE 2-1/2" MS WITH PPFI-1/2 INSERTS] 2-1/2"t 9" STDLAMAE BUTTE COUNTY 13" TALL MAX. - BUl"DI11 NG DEPART NT pp��0)f 8" STD. 12" TALL 0.'k. TVP. AFS -EL -9 FRONT VIEW NO SCALE --PATENTS PENDING -- DESIGN LISTED AND TESTED BY 8SK & ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01600438 Q�pF ESS/p�y<� G Nd.00 1110 a EXp. °l 3 9 �t s� CML gTFOF CA```pf� Ap 1-4'7 i. - _;Sae /61 +,,_ALN AND SAFM COOS. SECTIO" IUSI A P P R O V E D SU8!EC7 TO CORR!CTIONS NOTED .ppreof doe =' s nw a.# -r=' or approw " oiniaiew o• dev:mio %.an .mqui+e...... , of opplicoble Store Im and reguim me Sime of cordomio Dopom"a" of Housing and Co"vnw:q De Iop,ww" DMSI CODES AND STANDARDS By Z.�s _.tr�6a_ - w Dete ���� Qi.0� l SPA NO. '1.i. Plon A wc,,i rnurc;,s/Dy9 � L T• 3 N0. °F cauFo�"i PERMANENT FOUNDATION SYSTEM AFS-EL9 STAND AFS -WP, AFS -CP AND AFS -PCP PADS WILLIAM A- SOMMERMEYER CIVIL ENGINEER 1173-0 EL CAMINO REAL - ARROYO GRANDE CA 93420-2554 RCE 11658 exp.12/31/96 (805) 489-5380 MARCH 1996 SHEET 1 OF 3 SHEETS 4 36" l L 1-1/2" TYP. 1-1/2"-TYP.CL Y T r, 54 8" an © 9 - � r N N 1 O ® O p 0 AFS-EL9 STAND TOP VIEW END VIEW FG c 2" XX 28" X 1/8" STRAP - 2 EA - TYP � _ _ o G EXT.PLY1'IOOD, WOLMANIZED SEE NOTE 15 17-0 0 o C, 1 I 1/2" CADMIUM -PLATED CARRIAGE BOLT 8 EA - TYP BOTTOM VIEW /2" CLIP @ 45° TYP. (_ 1" X 2" X 1/8" X 28" TYP. 7-1I 36" SIDE VIEW AFS—WP PAD NO SCALE AFS-EL9 STAND 1-1/2" TYP 36" 1-1/2^ TYP a CAST -IN-PLACE FERROL INSERTS FOR 3/8" CADMIUM -PLATED MB _ 4 EA - TYP. o� �o Qp7�ESSE0. PO`N�ER C O O i TOP VIEW END VIEW z" 36" SIDE VIEW AFS—PCP PAD NO SCALE TOP VIEW 3-5/16" 1-15/16" 45" SIDE VIEW AFS—CP PAD NO SCALE 10" PPFI-1/2 - 2 EA SEE DETAIL • . • . L. • 3-5/16" 5 - 82 REBARS TRANSVERSELY @ 7" O.C. OR APPROVED EQUAL 4 - 03 REBARS @ S" O.C. OR APPROVED EQUAL AFS—CP REINFORCING DETAIL NO SCALE STO IFI -123 MEX COUPLINC NUT 1/2-X 1-1/2- - PPFI-1/2 12 EAI f/%- FILLET WELD ' 2' 22XI-flu- -EACM SIDE PPFI-1/2 DETAIL NO SCALE �I l DESIGN LISTED AND TESTED BY BSK & ASSOCIATES WAYNE T. POLVA00, PE - LISTING NO. F01600438 QROFESS10 rt^,, rn V 4J t`so. C 051110 m G' Exp tp CIVIL F OF CAI.* �jj ��ME COUNTY oul, t A pR0V o END VIEW o> 7 c W� 115�Z r,•: I m i, tgleOF CALIFO��\P PERMANENT FOUNDAT 1 ON SYSTEM AFS-EL9 STAND AFS -WP, AFS -CP AND AFS -PCP PADS WILLIAM A- SOMMERMEYER CIVIL ENGINEER 1173-D EL CAMINO REAL - ARROYO GRANDE CA 93420-2554 RCE 11658 exP.12/31/96 (805) 489-5380 --PATENTS PENDING-- MARCH 1996 SHEET 2 OF 3 SHEETS �'>•-' GENERAL (VOTES 1. DESIGN LOADS: ROOF LIVE LOAD --20 PSF FLOOR LIVE LOAD --40 PSF WIND LOAD --80 MPH EXPOSURE 'C' SEISMIC ZONE --4 SNOW LOAD AS REQUIRED BY BUILDING OFFICIAL. 2. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON AN APPROXIMATELY LEVEL SITE. 3. CARRY ALL FOOTINGS DOWN TO FIRM, UNDISTURBED SOIL. FOOTINGS ARE DESIGNED FOR 1000 PSF TOTAL LOAD SOIL PRESSURE. 4. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS AS SHOWN IN THE MOBILEHOME MANUFACTURER'S INSTALLATION INSTRUCTIONS: S. IN AREAS WHERE DIFFERENTIAL SETTLEMENT ID.S.1 CAN OCCUR, MANU- FACTURED HOME SHALL BE READJUSTED WHEN D.S. EXCEEDS 1/4", OR WHEN IT WILL ADVERSELY AFFECT MANUFACTURED HOME UNIT. 6. ALL PORTLAND CEMENT CONCRETE USED IN THE MANUFACTURE OF THE AFS -CP PAD SHALL HAVE A MINIMUM /c a 3000 PSI 0 28 DAYS. 7. STRUCTURAL STEEL: FABRICATE ACCORDING TO AISC SPECIFICATIONS. WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES --370 PLATES --ASTM A36 BOLTS --SAE GR.S - ASTM A449 - ASTM A372S 6. THE STAND AND PAD ASSEMBLIES SHALL BE LISTED AND LABELED BY BSK E ASSOCIATES FOR THE FOLLOWING LOADS: HORIZONTAL 1074, VERTICAL 59701. 9. THESE STAND AND PAD UNITS ARE DESIGNED TO BE USED WITH MOBILE - HOME CHASSIS BEAMS OF STANDARD SECTION EQUAL TO OR GREATER THAN W6X10:. ANY OTHER SECTIONS SHALL BE FIELD ENGINEERED TO ADAPT TO SECTIONS ACTUALLY ENCOUNTERED. 10. EXISTING COACHES MAY BE RETROFITTED TO RESIST SEISMIC FORCES BY INSTALLING THESE UNITS AS SHOWN ON THE TYPICAL FOUNDATION PLAN. 11. MULTIPLE -UNIT INSTALLATION IS ACCEPTABLE PROVIDED THE NUMBER OF AFS UNITS MEETS THE REQUIREMENTS SHOWN ON THIS SHEET AND THE PLACEMENT AND INSTALLATION PROCEDURES ARE FOLLOWED PROPERLY. 12. FOR LONG DURATION SNOW LOADS, USE APPROPRIATE NUMBER OF ADDITIONAL UNITS AS DETERMINED BY THE FOLLOWING FORMULA: ((LONG TERM SNOW LOAD :/FTZI X (ROOF AREA SQ.FT.)] _ 5970 . USE EVEN NUMBER.OF UNITS ARRANGED 50% EACH DIRECTION. 13. ALL METAL COMPONENTS AND ATTACHMENT ITEMS SHALL BE PROTECTIVE COATED. 14. METAL SURFACES IN CONTACT WITH THE EARTH SHALL BE COATED WITH OREGON RESEARCH AND DEVELOPMENT COMPANY RUBBERIZED PROTECTIVE MEMBRANE "SNOW ROOF SPRAYABLE GRADE" OR APPROVED EQUAL. 15. FOR AFS -WP PADS, USE 1-1/8" EXTERIOR PLYWOOD WITH WOLMANIZED TREATMENT TO 0.60 PCF RETENTION WITH DRYING AFTER TREATMENT. 16. FOR AFS -PCP PADS. USE CONCRETE MATERIAL CONSISTING OF SAND AND GRAVEL AGGREGATE BOUND TOGETHER WITH A POLYMER AND REINFORCED WITH CONTINUOUS WOVEN CLASS STRANDS. THE CONCRETE THUS PRODUCED MUST HAVE THE FOLLOWING MINIMUM MECHANICAL PROPERTIES: COMPRESSIVE STRENGTH - 11.000 PSI TENSILE STRENGTH - 1700 PSI FLEXURAL STRENGTH - 7500 PSI THE MANUFACTURER MUST CERTIFY THAT THE MATERIALS HAVE BEEN TESTED TO THE REQUIREMENTS OF ASTM METHOD 0-543. SECTION 7, PROCEDURE 1. SAID CERTIFICATION WILL GUARANTEE THAT THE CON- CRETE HAS CHEMICAL RESISTANCE AGAINST THE FOLLOWING CHEMICALS IN THE CONCENTRATIONS NOTED: SODIUM CHLORIDE 51 SULFURIC ACID O.lN SODIUM SULFATE O.IN HYDROCHLORIC ACID 0.ZN SODIUM HYDROXIDE O.1N ACETIC ACID 5i KEROSENE PER ASTM D-543 TRANSFORMER OIL PER ASTM D -S43 AL • VARIES - 30'-77' SEE TABLE -- 49`60 ~'+ .12 J NORMAL LOADS SNOW LOAD WIDTH LENGTH 0 NO. OF UNITS E S S E 2I6 TO 12' NOM. APPROVEW i 45-541 12 ,1 J10' TO37' 4 1 10' 38-58' 59-78 6 B � NIt�E•0 8' NOM. 5 D PCE 1SY 12' TO 32' 4 P 5�p1+0 Fp0. 33-50' 6 O lJ 12, 13' 69-85' TO 30' 31-47' 10 4 6 RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER-TYP.O I STANDARD MH FOUNDATION PIERS - AS RECOMMENDED 13' 65-80' 10 BY THE MANUFACTURER OR THE ENGINEER- TYPICAL THROUGHOUT. RELOCATE AS NECESSARY - TYP. 14' TO 28' 4 6 IN ANY PAIR MAY BE ROTATED 45-60' $ 029-44' OPADS 90' TO AVOID CLEARANCE PROBLEMS 0 14' 20' 61-76' TO 32' 10 6 PLAN FOR 12 AFS SUPPORTS OR LESSI 33-44' 8 45-56' 10 57-68' 12 20' 69-80' 14 I VARIES - 30'-77' SEE TABLE NOM. Il ( OH`S�Ep _. O 0P c` P.? -,B' NOM. SSPN F _ RIDGE BEAM SUPPORT AS REQUIRED BY MANUFACTURER-TYP. STANOARD MH FOUNDATION PIERS - AS RECOMMENDED BY THE MANUFACTURER OR THE ENGINEER - TYPICAL THROUGHOUT. RELOCATE AS NECESSARY - TYP. DESIGN LISTED AND TESTED SY BSK I ASSOCIATES WAYNE T. POLVADO, PE - LISTING NO. F01600438 Pp41` YF�\ No C 051110' `T' m Exp a W I- � * 71C J�9TF OF CAI-\`���\P 24' TO 37' 838-4-8_ BUTTE COUNTY -- 49`60 ~'+ .12 J BUILDING DEPARTMERT 24' 61-70' 14 2I6 TO 10 APPROVEW i 45-541 12 55-64' 14 26' 65-73' 16 28' TO 32' 8 I 33-41' 10 O 42-50' 12 51-59' 14 60-68' 16 O 28' 69-77' 18 PADS IN ANY PAIR MAY BE ROTATED 90" TO ^ AVOID CLEARANCE Ij PROBLEMS PLAN FOR MORE THAN 12 AFS SUPPORTS TYP I C A L P E R M A N E N T F O U N D A T I ON P LAN S NO SCALE E v 2' MIN / 6' MAX S - 6' MIN / 24/ MAX --PATENTS PENDING -- �GIL(��qG K( P E R M A N E N T F AFS-EL9 STAND AFS -WP, AFS -CP AND AFS -PCP PADS WILLIAM A- SOMMERMEYER CIVIL ENGINEER 1173-0 EL CAMINO REAL - ARROYO GRANDE CA 93420-2554 RCE 11658 exp.12/31/96 (805) 489-5380 MARCH 1996 SHEET 3 OF 3 SHEETS SKYLINE CORPORATION MANUFACTURED HOME INSTALLATION MANUAL "' BUTTE COUNTY BUILDING DEPARTMENT A P-pil 0 VE 0 SPLINE BRINGING AMERIUI HOME. BRINGING AMERICA fUN. TABLE OF CONTENTS Page(s) Chapter 1 — Introduction ..................... 1 Chapter 2 — Definitions ...................... 2 Chapter 3 — Site Preparation Zones Map ...................... 3 Site Grading .................... 3-4 Description of Soils ................ 5 Chapter 4 — Foundation and Support Requirements Piers........................... 6 Design Requirements .............. 6 Design Procedures .............. 6-7 Acceptable Footings ............... 7 Placement in Freezing Climates ..... 7 Proper Sizing of Footings .......... 7 Permanent Foundations ............ 7 Special Considerations ............ 7 Flood -Prone Areas ................ 7 Severe Wind Areas ............... 7 Special Snow Load Conditions ...... 7 Important Reference Documents ..... 7 Typical Installations ................ 8 Typical Pier Construction ........... 9 Support Requirements ........... 10-12 — Single Wides ............... 10 — Double Wides ............. 11-12 Footings Sizes ................... 13 Chapter 5 — Set -Up Procedures Moving Home to Location .......... 14 Positioning Home ................. 14 Leveling and Blocking ............. 14 Leveling and Blocking (Single Wides) 14-15 Leveling and Blocking (Double Wides) 16 Use of Water Level ................ 17 Double Wide Interconnection ........ 18 Tie Down Instructions .............. 19 OverThe;Roof Straps.. ........... 20 Anchor Tables Wind Zone I ......... 21 Anchor Tables Wind Zone II & III .. 23-24 Longitudinal Tie Down Instructions ... 25 Double Wide Exterior Closure .... 26-30 — Vertical Metal Siding ......... 26 — Aluminum Lap Siding ........ 27 — Masonite Siding ............. 27 — Vinyl Lap .................. 28 Page(s) Chapter 5 — Set -Up Procedures — Continued Gas Dryer Installation .............. — Installation of Metal Roof ... 28-29 — Installation of Shingle Roof . 29-30 Double Wide Utility Interconnection 31-32 — Bonding ................... 31 — Electrical Crossover .......... 31 — Heating Crossover ......... 31-33 — Gasline Crossover ........... 32 — Waterline Cross Connect ...... 32 — Drainline Cross Connect ...... 32 Installation of Exterior Light Fixtures .. 33 Venting of Skirting and Crawlspace .. 33 Metal Roof Tightening ............. 33 Chapter 6 — Installation of Optional Features Electrical Dryer Venting ............ 34 Gas Dryer Installation .............. 34 Grill/Range Venting ............... 34 Paddle Fan Installation .......... 35-36 — Flush Ridge Beam ........... 35 — Protruding Ridge Beam ..:...... 36 ..Air Conditioning Electrical Connection 37 Evaporative Cooler ................ 37 Expanding Rooms, Slide -outs ....... 38 Installation of Site Attached Structures 38 Hinged Roofs and Eaves........... 38 Ceiling Fans ..................... 38 Telephone and Cable TV ........... 38 Fireplace Installation .............. 38 Chapter 7 — Utility System Connection and Testing Water........................... 39 Drainage — Single Bath ........... 39 Drainage — 11/2, 13/4 & 2 Bath ...... 39 Gas ......................... 39-40 Electrical ........................ 41 Electrical System Test ............. 41 Multi -Section Frame Bonding ....... 42 Typical Under -Chassis Feed Connections .............. 42 Typical Meter Base Installation ...... 42 Chapter 8 — Protective Window Covering .... 43-47 Chapter 9 — Final Inspection Final Inspection .................. 48 Installation Inspection Checklist ..... 49 WARNING ONLY EXPERIENCED PERSONS KNOWLEDGEABLE OF MANUFACTURED HOME SETUP PROCEDURES SHOULD SET UP THIS HOME. NOTE: THIS MANUAL IS INTENDED TO INSTRUCT AND TO ASSIST ALREADY QUALIFIED PERSONNEL IN PROPER INSTALLATION OF SKYLINE MANUFACTURED HOMES. IT IS NOT INTENDED TO ENABLE SOMEONE UNFAMILIAR WITH MANUFACTURED HOME INSTALLATION TO PERFORM THE INSTALLATION. SETUP SHOULD BE DONE ONLY BY QUALIFIED PEOPLE. WHOEVER DOES THE SETUP SHOULD GUARANTEE THEIR WORK IN WRITING FOR A REASONABLE TIME AND SHOULD, IF NECESSARY, AGREE TO RELEVEL THE HOME WITHIN 90 DAYS AFTER THE INITIAL SETUP. CHAPTER 1 INTRODUCTION PLEASE READ ALL INSTRUCTIONS PRIOR TO SET-UP! This Skyline home was engineered, constructed and in- spected for conformance to the Federal Manufactured Home Construction and Safety Standards in effect on the date of manufacture. This National Standard sets forth com- prehensive requirements for design construction, fire safe- ty, plumbing, heating systems and electrical systems for manufactured homes designed to be used as dwellings. This manual contains detailed installation instructions, including specifications and procedures for erection and hookup of your manufactured home. It has been written in an objective and easy -to -understand manner so it can be understood by people without extensive technical training. It discusses the set-up of the home from preparing the site through final inspection. It includes many tables and figures giving important data for proper set-up. Careful adherence .to this manual by the homeowner and installation crew, and consultation with a registered professional or structural engineer in those unusual circumstances it does not cover, will assure you of a quality, safe and affordable home for many years to come. Prior to locating or relocating your home, contact the local authority having jurisdiction for installation to see if permits for such procedures as blocking, anchoring, or utili- ty connections are required. Inspections may be required during installation. On private property, zoning or develop- ment covenants may apply and should be taken into con- sideration. NOTE: Preparations of the site, when ac- complished by others than the home installer, may not be in accordance with these instructions. THE IMPORTANCE OF CORRECT SETUP CANNOT BE OVEREMPHASIZED. Correct set-up is absolutely essen- tial to homeowner satisfaction. If you are not absolutely cer- tain of the proper procedure or you encounter unusual con- Fditions, please contact your factory service representative. THE INSTRUCTIONS CONTAINED HEREIN ARE MINIMUM REQUIREMENTS, APPLICABLE LOCAL OR STATE LAW MAY HAVE OTHER OR GREATER RE- QUIREMENTS WHICH MUST BE COMPLIED WITH TO OBTAIN OR REGAIN THE RIGHT TO OCCUPY THE HOME. The recommended procedures contained in this manual are intended to assist in proper installation of this home. Field experience may justify alternate acceptable pro- cedures which, when completed, result in performance at least equal to that which will result from conformance to the details and specifications herein. For example, on double wide installation you may find it advantageous, due to local conditions, to bolt the floors together prior to bolting roof halves together, or vice versa. Either method is acceptable as long as the bolting schedule is adhered to. NOTE: A MANUFACTURED HOME SET UP IN THE WRONG STRUCTURAL ZONE DOES NOT MEET THE RE- QUIREMENTS OF THE FEDERAL MANUFACTURED HOME CONSTRUCTION AND SAFETY STANDARDS. BEFORE COMMENCING SETUP, SEE CONSTRUCTION INFORMATION, LOCATED. IN FURNACE AREA, FOR DESIGNATION OF ZONE FOR WHICH THE HOME WAS CONSTRUCTED. SPECIAL CONSTRUCTION SUCH AS EXPANDO UNITS, TRIPLE WIDE UNITS, AND PERIMETER BLOCK- ED UNITS WILL BE COVERED IN SUPPLEMENTS TO THIS MANUAL. CONTACT YOUR FACTORY OR DEALER IF THIS HOME HAS ANY SUCH FEATURES AND YOU DO NOT HAVE THE APPLICABLE SUPPLEMENTS. WARNING: Only trained crews should install the home. In- stallers should follow the safety instructions provided in this manual. THIS HOME WEIGHS SEVERAL TONS USE ENOUGH TEMPORARY WOOD BLOCKING TO SUP- PORT THE HOME DURING SETUP. No one should be allowed under the home unless it is. securely in place, even if it is not moving. REVIEWED BY ENGINEERING DEPT. ISSUED BY FOLLOW-UP SERVICES DEPT. MARCH 8, 1996 UNDERWRITERS' LABORATORIES, INC. The technical content of this Installation Manual has been reviewed by Underwriters' Laboratories, Inc. and found to be in accordance with the Federal Manufactured Home Construction and Safety Standards. CHAPTER 2 DEFINITIONS ANCHORING EQUIPMENT: Straps, cables, turnbuckles and chains, including tensioning devices, that are used with ties to secure a manufactured home to ground anchors. ANCHORING SYSTEM: A combination of ties, anchoring equipment, and ground anchors that will, when properly designed and installed, resist the wind's overturning the home or moving it sideways. FOOTING: That part of the support system that sits directly on the ground at, below or partly below grade to support the piers. PERIMETER SUPPORT: The portion of a support system that supports the sidewalls at the floor line. PIER: That portion of the support system between the footing and the manufactured home, exclusive of caps and shims. Types of piers include, but are not limited to, the following: 1. Manufactured Steel Stands 2. Manufactured Concrete' Stands, and 3. Concrete Blocks SITE, MANUFACTURED HOME: A parcel of land designed and designated for the location of one manufactured home, its accessory buildings or structures, and accessory equipment for exclusive use of the home's occupants. STABILIZING SYSTEM: A COMBINATION OF PROPERLY INSTALLED ANCHORING AND SUP- PORT SYSTEM. I STAND, MANUFACTURED HOME: That area of a manufactured home site which has been reserv- ed for placement of a manufactured home. SUPPORT SYSTEM: A combination of footings, piers, caps and shims that will, when properly in- stalled, support the manufactured home. T 2 CHAPTER 3 ROOF LOAD ZONE MAP L�_ STRUCTURAL ZONE MAPS, SITE PREPARATION In South 20 PSF (Minimum) Middle 30 PSF (Snow) North 40 PSF (Snow) =South ❑ M Middle ❑ ® North ❑ nNn 7nNF MOP Standard Wind Zone 1 Hurricane Zone 2 Hurricane Zone 3 SITE PREPARATION The importance of site preparation for a problem -free installation cannot be overstated. The manufactured home site must be scraped clean, properly graded and sloped to provide for storm drainage runoff. In particular, the area under the home must be graded to prevent water accumula- tion. Skyline Corp. recommends the home site slope 10' in all directions away from the home. If the home is sited on sloping terrain or a hillside, the soil must be graded on all sides to channel storm runoff around the home and not under it. THE AREA UNDER AND AROUND THE HOME MUST BE SLOPED TO PREVENT WATER ACCUMULATION. If the home is to be perimeter skirted or "pit -set", ven- tilation of the under -floor area is required to minimize the effect of moisture under the home. Ventilation openings must be provided in the under -floor enclosure or skirting on at least three sides (preferable on all sides) with a net K, 15 PSF Horizontal 9 PSF Uplift 39 PSF Horizontal 27 PSF Uplift 47 PSF Horizontal 32 PSF Uplift area of at least one square foot per 150 square feet of floor area. The required ventilators are to be approximately equal- ly spaced around the perimeter of the home with a ventila- tion opening within three feet of each corner. Proper support of the manufactured home must allow for soil conditions in the immediate area. Pier footing must be placed on firm undisturbed soil (not loose fill) or soil which has been compacted to at least 90 percent of its max- imum relative density. Support piers may also be placed directly on concrete slabs designed for manufactured home placement as found in manufactured home parks. After completion of grading and filling (if necessary), the bearing capacity of the soil at the depth of the footings should be determined. A pocket penetrometer (available from engineering supply houses) or other methods accep- table to local jurisdictions may be used. If the soil can not be tested but the type can be identified, use the founda- tion bearing pressures shown in Figure 3-1 as a guide. If the soil cannot be identified, use the lowest value, (Continued) SITE PREPARATION (Continued) 1,000 PSF. Under unusual conditions, or if the soil appears to be peat or uncompacted soil, consult a local geologist or professional engineer for aid. Climatic conditions must also be taken into account. If footings are placed on a frost -susceptible soil such as clay or silt, heaving or settling may occur. Therefore, in areas where temperatures go below freezing, the following should be considered when the home is anchored with a tie down system: 1. Construct the tie -down system with adjustable devices in order that the strap tension may be periodically adjusted to compensate for heaving or settling, or 2. Place the home on a properly designed raft foundation (slab), or 3. Have the foundation designed so that it is not suscep- tible to frost action, and 4. Consult with the building officials in your area to determine location of the frost line. CAUTION EXCESSIVE WATER INTHE SOIL UNDERTHE HOME WILL CAUSE UNNECESSARY DETERIORATION TOTHE HOME AND AFFECT THE COMFORT LEVEL IN THE HOME. CONTINUOUS STANDING WATER UNDER THE HOME CAN CAUSE CONDENSATION PROBLEMS AND AFFECT THE HOME'S WARRANTY. DO CROWN AND GRADE SITE TO SLOPE AWAY FROM HOME DO CROWN AND GRADE SITE TO SLOPE AWAY FROM HOME DO CROW GRADI TO SLI AWAY HOME PREVENTION OF • SINGLE SECTIONAL ow ON& %t_— � p p DON'T EM on SITE SO THAT 11IIil�l'�II'PI'll'�I II:�11'all=ln WATER • �I�=11=y.. HOME i��n n airndnct'I nirlLrirnS DOUBLE SECTIONAL DON'T GRADE SITE SO THAT WATER COLLECTS BENEATH THE HOME TRIPLE SECTIONAL GROUND BARRIER DON'T GRA SITE SO THAT WATT COLLECTS BENEATH THE HOME There is a strong tendency for ground moisture to be drawn into the home, greatly complicating efforts to control humid- ity and condensation. A ground moisture -vapor retarder of 6 mil. rated polyethylene plastic, vinyl or similar material laid on the ground surface under the home is recommended to assist in controlling the humidity in the home. 4 SITE PREPARATION (Continued) General Description of Soils Allowable Pressure Soil Type (Pounds Per Square Foot) Based on the Unified Classification System No allowances made for overburden pressure, embedment depth, water table height, or settlement problems. Rock or Hard Pan 4,000 and up Sandy Gravel and Gravel 2,000 Sand, Silty Sand, Clayey Sand, 1,500 Silty Gravel, or Clayey Gravel 4 Clay, Sandy Clay, Silty Clay, or Clayey Silt 1,000 Uncommited Fill Special Analysis is Required Peat or Organic Clays Special Analysis is Required NOTE: To be used only when none of the following is available: a. Soils investigation and analysis of the site. b. Compliance with the local building code. c. Competent opinion by a local engineer or building official. d. If the soil bearing capacity is less than 1,000 PSF, consult a professional engineer for foundation system requirements. Fig. 3-1 CHAPTER 4 FOUNDATION AND SUPPORT REQUIREMENTS NOTE: This chapter covers only foundations. Page 8 sum- marizes the usual types. Set-up procedures and methods for securing the home to its foundation are discussed in Chapter 5. PIERS Importance. Incorrect size, location or spacing of piers may cause serious structural damage to the home. It is im- portant to install piers around the perimeter if required for the home. Failure to do so may lead to sagging floors, walls and roofs. Acceptable Types. Piers may be concrete blocks or pressure -treated wood, capped and shimmed with wedges, or adjustable manufactured metal or concrete devices (See Figure 4-2). Manufactured piers should be listed and label- ed for the required load capacity. DESIGN REQUIREMENTS Load -Bearing Capacity. The load that each pier must carry depends on factors such as the dimensions of the home, the roof live load, the spacing of the piers, and the way they are used to support the home. Center beam/mar- riage wall blocking is required for multisection homes. See tables 1 and 2 for pier capacities. Manufactured piers must be rated at at least these capacities, and locally - constructed piers must be designed to transmit these loads safely. Configuration. Figure 4-2 shows the recommended ar- rangement of concrete block piers constructed on-site. Con- crete blocks should have nominal dimensions of at least 8" x 16". They must'be stacked with their hollow cells aligned vertically. When piers are constructed of blocks stacked side-by-side, every layer should be at right angles to the previous one (See Figure 4-2). Cap hollow block piers as shown in Figure 4-2 to distribute the structural load evenly across them. Caps may be of solid masonry or hard wood, and of the same length and width as the piers they rest upon. Avoid plywood, as it may lead to unwanted settling or movement. Use 4" x 6" hardwood shims (wedges) to level the home and fill any gaps between the base of the I-beam and the top of the pier cap. Always use shims in pairs (See Figure 4-2). Drive them in tightly so they do not occupy more than 1" of vertical space. When the space to be shimmed is less than the minimum thickness of available caps or concrete blocks, dimension lumber may be used under the caps. 11 Select manufactured pier heights so that their adjustable risers do not extend more than 3" when finally positioned. All piers must rest on footings that either extend below the frost line or are otherwise protected from frost ef- fects, and are placed on either undisturbed soil or com- pacted fill. DESIGN PROCEDURES Piers Less Than 36" High. Construct piers less than 36" high out of single, open or closed -cell concrete blocks, 8" x 8" x 16". Install them so that the long side is at right angles to the supported I-beam (See Figure 4-2). Position open cells at right angles to the footers. Horizontal offsets should not exceed 1/2" top to bottom. Mortar is not normally re- quired. Manufactured piers should be listed and labeled. Do not extend their adjusting studs beyond the limits specified by the manufacturer. Piers 36" to 80" High. Construct all piers between 36" and 80" high, and all corner piers over three blocks high, out of double, interlocked concrete blocks (See Figure 4-2). Mortar will not normally be required. Piers Over 80" High. Where permitted by local codes, lay them in concrete mortar with steel reinforcing bars in- serted in the block cells and fill the cells with concrete. Where such construction is not permitted by local codes, have piers over 80" high designed by a registered profes- sional or structural engineer. Location and Spacing. The location and spacing of piers depend upon the dimensions and weight of the home, the roof load zone, size and type of construction, of the footings. Other factors such as the locations of doors or other openings and heavy pieces of furniture are also important. In general locate piers no more than 2' from either end, and not over 10' o.c. Single -Section Homes. Figure 5-2 shows the recom- mended locations and spacing of piers for single -section homes. Multi -Section Homes. Figure 5-3 shows the recommend- ed location and spacing of piers for multi -section homes. Under Doors and Heavy Furniture. Place additional piers on both sides of exterior doors, side-wall openings wider than 4' (such as sliding glass doors), under porch posts, wood stoves, and under the expected locations of heavy pieces of furniture such as pianos, organs, waterbeds, etc. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) DESIGN PROCEDURES (Continued) Footings. Support every pier with a properly designed footing, as follows. ACCEPTABLE TYPES OF FOOTINGS. Concrete. Footings may consist of precast or poured -in- place concrete, pads slabs, or ribbons at least 31/2" thick with a 28 -day compressive strength at least 3,000 psi. Footing size in no case shall be less than 144 sq. in. or smaller than the pier supports. Pressure Treated Permanent Wood. Two layers of 2" thick pressure -treated wood planks, with the long dimen- sion of the second layer placed perpendicular to that of the first, fastened and with cut edges painted or retreated, may also be used. Other Materials. You may also use other materials ap- proved for this use by local authorities if they provide equal load-bearing capacity and resistance to decay. PLACEMENT IN FREEZING CLIMATES. Conventional Footings. For frost -susceptible soils, to preclude the harmful effects of ground frost heave, footings should usually be placed below the frost line. Consult local authorities to determine frost penetration. In the absence of a local code, use the frost penetration map as a guide. Floating Slab System. When properly engineered by a registered professional engineer, compatible wth the an- chorage requirements of Chapter 5, and acceptable to the local authority having jurisdiction, a "floating slab system" may be used above the frost line. Insulated Foundations. Footings may also be placed above the frost line when the home is provided with a perimeter foundation or skirting having insulation proper- ties sufficient to prevent freezing of the soil under or adja- cent to every load-bearing component of the foundation and acceptable for this purpose by the local authority having jurisdiction. Useful design guidelines may be found in references at the end of this chapter. Insulation systems should be compatible with the requirement to cross ven- tilate the entire space under the home. Proper Sizing of Footings. Proper sizing of footings depends upon the load -carrying capacity of both the piers and the soil. See Table 4 for recommended footing sizes. Permanent Foundations. Check local building codes and regulations and consult a registered professional or struc- tural engineer when you are setting your home on a per- manent foundation (such as a full basement, crawl space or load-bearing perimeter foundation). A permanent foun- dation design, which meets most local codes, may be .available from Skyline Corporation. Please contact the Skyline division which manufactured the home or Skyline's National Director of Consumer Relations. 7 Flood -Prone Areas. Skyline Corporation does not recom- mend locating homes in river or coastal flood -prone areas. Special elevation and anchoring techniques are required when locating in a flood -prone area. Consult a registered professional or structural engineer to make sure that home design and construction conform to applicable federal, state and local codes and regulations. The FEMA publication listed below contains design and construction recommendations. Severe Wind Areas. Special foundation and anchoring techniques are required when locating in'a severe wind area is unavoidable. Consult a registered professional or struc- tural engineer. The HUD foundations design guide referenc- ed herein contains recommendations for designing foun- dations and anchoring systems. Do not place your home in a wind zone more severe than the one indicated on the data plate located by your home's main electrical panel. Special Snow Load Conditions. Homes designed for and located in heavy snowfall areas or subject to other extreme loading conditions may require special piers or footings. See tables and/or special manufacturer's instructions provided with your home. IMPORTANT REFERENCE DOCUMENTS • Foundation plans available from manufacturer. • ANSI/NCSBCS A225.1-1987, "Manufactured Home Installations," NCSBCS, 505 Huntmar Park Drive, Herndon, VA 22070, (703) 437-0100. • ANSI A58.1-1982, "Minimum Design Loads for Buildings and Other Structures", ANSI, 1430 Broadway, New York, NY 10018. • FEMA 85, "Manufactured Home Installation in Flood Hazard Areas", FEMA, Washington, DC 20472, (202) 646-2708, September, 1985. • HUD Handbook 4930.3 (1989), "Permanent Foundations Guide for Manufactured Housing;' HUD, 415 7th Street, S.W., Washington, DC 20410. • "All -Weather Wood Foundation Systems Manual," National Forest Products Association, 1619 Massachu- setts Ave., N.W., Washington, DC 20036, June, 1976. • "Frost -Free Shallow Foundation Design Guidelines", Energy Design Update, March, 1988. • "Building Foundation Design Guidebook," Document No. DE 88013350, National Technical Information Service, 5285 Port Royal Road, Springfield, VA 22161. FOUNDATION AND SUPPORT REQUIREMENTS (Continued) 4 MANUFACTURED HOME INSTALLATIONS SINGLE OR MULTI -SECTION HOMES TYPES OF FOUNDATION SYSTEM — MAIN COMPONENTS(*) 1. Piers -Ground Anchors. Home rests on piers of concrete block, formed -in-place concrete, permanent wood or steel pedestals on permanent wood, crushed stone or concrete footers. Ground anchors in soil angled to resist straps or embedded in concrete deadmen in soil. Straps tied to the frame, with or without over -the -top straps. 2. Concrete Slab or Continuous Footing. Home rests on a concrete slab or ribbons of concrete. Straps tied between frame and perimeter footers or concrete slab. Skyline Corp. recommends installing earth anchors prior to pouring concrete slab. Concrete slab should be sloped to prevent water accumulation under home. 3. Pile/Post System. Home rests on piles/posts placed sufficiently deep in the ground to resist all wind, snow, front heave and earthquake forces. Straps fasten home to the piles/posts or caps placed thereon. 4. Concrete or Concrete Block Load -Bearing Perimeter Walls. (Basement or Crawl Space) Home rests on exterior load-bearing walls which sit on concrete footings of sufficient weight to resist all external forces. The floor connection to foundation resists external forces. *For Skyline multi -section homes, the mating walls are supported by piers or support walls with straps and ground anchors, providing resistance to downward and uplift forces. TYPICAL FOOTING PADS FIG. 4-1 F 16' 24" SINGLE PAD FOOTING \ `Y � B• 16 SINGLE PAD FOOTING 11 1 4' ^ F i' ` DOUBLE PAD FOOTING DOUBLE PAD FOOTING <! J TRIPLE PAD FOOTING DOUBLE PAD FOOTING TWO DOUBLE PAD FOOTINGS Y IBUTING PADDFOR SUPPORTLOAD DISTRIBUTINGPAD OTnWODOUBLE FOR SUPPORTQUAD PAD FOOTINGS PAD FOOTINGS TRIPLE PAD FOOTING 16"x16"x4" 8"x16"x4" 2"x12"x24" CONCRETE PAD FOOTINGS CONCRETE PAD FOOTINGS WOOD PAD FOOTINGS 0 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TYPICAL PIER CONSTRUCTION I -BEAM FRAME /GAP BETWEEN TOP OF PIER AND MAIN FRAME MAY BE HARDWOOD PLATE (NOT EXCEEDING 2" IN THICKNESS) AND SHIMS (NOT EXCEEDING 1" IN THICKNESS). SHIMS SHALL BE AT LEAST 4" WIDE AND 6" LONG, FITTED AND DRIVEN TIGHT BETWEEN WOOD PLATE OR PIER AND MAIN FRAME. 2" OR 4" SOLID CONCRETE BLOCK MAY FILL REMAINDER OF GAP. ` CAP — WOOD OR CONCRETE, 2" x 8" x 16" WITH LONG DIMENSION PERPENDICULAR TO BEAM. 12" to 36" SINGLE OPEN OR CLOSED CELL CONCRETE BLOCKS 8" x 8" x 16" (OPEN CELLS PLACED .. VERTICALLY UPON FOOTER) INSTALLED WITH 16" DIMENSION PERPENDICULAR TO THE I - In BEAM FRAME. Height _ .```N ' tTO�4i1/1, FOOTING — SOLID CONCRETE OR OTHER PRODUCT APPROVED `l� �_- FOR THE PURPOSE. SIZE ACCORDING TO TABLE 4.PO G\STEA'9s�'�4 / GROUND LEVEL • ; • No. 60900419 FOOTING BELOW FROST LINE WHEN SUBJECT TO FROST HEAVING. 'k • ��� STATE OF NA1 Concrete grouting Cap—Solid Steel reinforcing bars NV Concrete Block JUN 16 1944 or Equivalent 4" x 16" x 16" For piers exceeding 80 inches in height the con- crete blocks should be filled with concrete Double Interlocked Blocks grouting and steel reinforcing rods should be Max. Height is 80 inches. used. Footing placed on firm undisturbed soil or in controlled fill free of grass and organic materials compacted to a minimum loadbearing capacity of 1000 PSF. AVERAGE DEPTH OF FROST PENETRATION — IN INCHES SOURCE: U.S. Dept of Commerce Weather Bureau FIG. 4-2 A FOUNDATION AND SUPPORT REQUIREMENTS (Continued) SUPPORT REQUIREMENTS The design loads and minimum footing sizes used in The support requirements for homes designed for 60 the selection of the support structure are set forth in Table PSF and higher roof load (and those specifically indicated 4. The loads and footing sizes are the minimum values to middle and north zone homes) are found in the Supplement be used for the support structure and are based on the in- accompanying this manual entitled "Manufactured Home dicated roof live load and a floor live load of 40 Psf. Installation for Perimeter Blocking". All load bearing supports and footings may be subject Contact the Skyline division that built the home for more to approval by the local Enforcement Agency. information concerning perimeter blocking. TABLE 1 PIER LOADING UNDER MAIN I -BEAMS SINGLE -WIDE HOMES NOTES: See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'0" and 8-0", the average spacing would be 7'0". 6-0 8!011CERT I< #09703, _ u -k STAT OF Pier A Pier B Pier C .� f The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, '/ -ONA `,,0�` pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. U 12' WIDE HOMES 14' WIDE HOMES 16' WIDE HOMES Pier Spacing Under Main I -Beams (Ft) Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 4 2130 2420 2560 2410 2740 2940 2700 3060 3320 5 2660 3020 3190 3020 3420 3670 3370 3830 4150 6 3190 3620 3830 3620 4110 4410 4050 4590 4980 7 3720 4230 4470 4220 4790 5140 4720 5360 5810 8 4250 4830 5110 4820 5480 5880 5400 6120 6640 9 4780 5440 5750 5430 6160 6610 6070 6890 7470 10 5320 6040 6380 6030 6850 7340 6750 7650 8300 Wt. Per Foot See Note 4 532 604 638 603 685 734 675 765 830 NOTES: See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were 6'0" and 8-0", the average spacing would be 7'0". 6-0 8!011CERT I< #09703, _ u -k STAT OF Pier A Pier B Pier C .� f The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, '/ -ONA `,,0�` pier B would be designed for 7 ft. pier spacing. 4. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. U FOUNDATION AND SUPPORT REQUIREMENTS (Continued) . %. TABLE 2 PIER LOADING UNDER MAIN I -BEAMS DOUBLE -WIDE HOMES NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. . 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were. 6-0" and 8'0", the average spacing would be TO". 6,0„ 8,011 �.�,p ........, yF` I< >I 'I CERT #09703 .-v CL- Pier A Pier B Pier C o'.• STATE OF ; ..� The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, ONAI ���`�` pier B would be designed for 7 ft. pier spacing. 41111 4. Concentrated loads at marriage line (see Table 3). 1 [1— t -1 5. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 11 20' WIDE HOMES 24' WIDE HOMES 26' & 28' WIDE HOMES Pier Spacing Under Main I -Beams (Ft) Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 4 1810 2060 2170 2100 2390 2560 2360 2680 2940 5 2270 2580 2710 2630 2980 3190 2950 3350 3670 6 2720 3100 3260 3150 3580 3830 3540 4020 4410 7 3170 3610 3800 3680 4180 4470 4130 4690 5140 8 3630 4130 4340 4200 4770 5110 4720 5360 5880 9 4080 4640 4880 4730 5370 5750 5310 6030 6610 10 4540 5160 5420 5250 5970 6380 5900 6700 7340 Wt. Per Foot See Note 5 454 516 542 525 597 638 590 670 734 NOTES: 1. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. The footing sizes and pier loads are minimums required for the applicable conditions. The footing shall not be smaller than the pier it supports or 144 square inches. 2. The maximum spacing of supports is not to exceed 10 feet. . 3. Where it is impractical to maintain spacing, such as in the axle area, the average of the distance to each adjacent support may be used to determine support requirements: for example: if the distances to the adjacent supports were. 6-0" and 8'0", the average spacing would be TO". 6,0„ 8,011 �.�,p ........, yF` I< >I 'I CERT #09703 .-v CL- Pier A Pier B Pier C o'.• STATE OF ; ..� The average spacing for pier B would be (6 + 8) / 2 = 7 ft., therefore, ONAI ���`�` pier B would be designed for 7 ft. pier spacing. 41111 4. Concentrated loads at marriage line (see Table 3). 1 [1— t -1 5. The last line in the above Table is the weight per foot each main I-beam is carrying. Multiply this number by the span a pier is carrying to determine the required capacity of that pier. 11 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 3 PIER LOADING UNDER CENTERLINE BEAM DOUBLE -WIDE HOMES NOTES: 1. Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3. The concentrated loads consists of roof loads only. 4. Pier locations at the marriage wall are marked with paint or metal indicator straps. 5. Piers used side by side to obtain the required load is permissible (See Figure 5-4). �STE9 qs��4• . Q No. 60900419 A STATE OF 4 ,�uuunnaa```. N 16 1994 12 .20' WIDE HOMES 24' WIDE HOMES 26'& 28' WIDE HOMES Span Between Columns (Ft.) See Note 1 Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone Pier Load (Lbs) 20 PSF Roof Zone Pier Load (Lbs) 30 PSF Roof Zone Pier Load (Lbs) 40 PSF Roof Zone 6 900 1200 1500 1080 1440 1800 1260 1680 2100 10 1500 2000 2500 1800 2400 3000 2100 2800 3500 12 1800 2400 3000 2160 2880 3600 2520 3360 4200 14 2100 2800 3500 2520 3360 4320 2940 3920 4900 2400 3200 4000 2880 3840 4800 3360 4480 5600 18 2700 3600 4500 3240 4320 5400 3780 5040 6300 M2416 20 3000 4000 5000 3600 4800 6000 4200 5600 7000 3600 4800 6000 4320 5760 7200 5040 6720 8400 NOTES: 1. Where a column is located between two openings, sum the loads for each opening to obtain the required pier load. 2. See Table 4 for minimum footing sizes based on pier loads and allowable soil bearing capacities. 3. The concentrated loads consists of roof loads only. 4. Pier locations at the marriage wall are marked with paint or metal indicator straps. 5. Piers used side by side to obtain the required load is permissible (See Figure 5-4). �STE9 qs��4• . Q No. 60900419 A STATE OF 4 ,�uuunnaa```. N 16 1994 12 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) TABLE 4 ` FOOTING SIZES CERT #09703 `. STATE OF .; . per•.• .4110N 0`�� 13 FOOTINGS SIZES (IN x IN) OR EQUAL AREAS (SQ. IN.) ALLOWABLE SOIL BEARING VALUE REQUIRED PIER 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF LOAD REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL CAPACITY AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES (POUNDS) (SO. IN.) (KAN.) (SO. IN.) (INMN.) (SO. IN.) (KAN.) (SQ. IN.) (INMN.) (SO. IN.) (KAN.) (So. IN.) (KAN.) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2500 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 3000 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3500 504 22x24 336 18x20 252 1420 168 12x20 144 12x20 144 12x20 4000 576 2424 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4500 648 26x26 432 20x22 324 18x20 216 12x20 162 12x20 144, 12x20. 5000 720 26x28 480 22x22 360 18x20 240 12x20 180 12x20 144 12x20 5500 792 28x30 528 22x24 396 20x20 264 1420 198 12x20 144 12x20 6000 864 3000 576 2424 432 20x22 288 16x20 216 12x20 144 12x20 6500 936 3002 624 2426 468 22x22 312 16x20 234 12x20 156 12x20 7000 1008 3202 672 26x26 504 22x24 336 18x20 252 1420 168 12x20 7500 1080 3204 720 26x28 540 24x24 360 18x20 270 1420 180 12x20 8000 1152 3434 768 28x28 576 2424 384 20x20 288 16x20 192 12x20 8500 1224 3436 816 28x30 612 2426 408 20x22 306 16x20 204 12x20 9000 1296 36x36 864 30x30 648 26x26 432 20x22 324 18x20 216 12x20 9500 1368 36x38 912 3002 684 26x28 456 22x22 342 18x20 228 12x20 10000 1440 38x38 1 960 30x32 1 720 26x28 1 480 22x22 1 360 18x20 1 240 12x20 CERT #09703 `. STATE OF .; . per•.• .4110N 0`�� 13 CHAPTER 5 SET-UP PROCEDURES WARNING: WHEN SETTING UP THIS HOME, THE FOLLOWING PRECAUTIONS REGARDING JACKING MUST BE FOLLOWED: Moving Home To location: Make sure the following items are completed before placing the home: • The site is properly prepared. See Chapter 3. • All concrete work necessary to setting the home is finished. • Utilities are installed or available. • Any trenching, for crossover drain lines or for wheels that will be left in place, is complete. • Items that could be difficult to install after the home is sited (such as anchors and ground moisture retarders) are in their proper locations. CAUTION: THE HOME WEIGHS SEVERAL TONS. USE ADEQUATE TEMPORARY SUPPORT BLOCKING TO SAFEGUARD WORKERS. SKYLINE CORP. RECOM- MENDS WOOD BLOCKING. Positioning Home. When not placing the home on a con- crete slab or poured -in-place footings, mark the corners of the home and lay out footings, and support devices close to where they will be used. Then move the home or first section into position. Leveling and Blocking — Single -Wide Homes. 1. Before doing any jacking, place support piers for the home in the locations under the home as specified in the home installation instructions. 2. Use a minimum of two jacks, each with a rating of at least ten tons. 3. Jack only on the main chassis I-beam. Locate the jack directly under the vertical web of the I-beam. Do not jack on the seam (joint between flanges) of a twin I-beam. 4. Use a large 3/8 inch thick steel plate, C -channel or other equivalent plate between the main chassis I-beam and the jack head to distribute the load. 5. The jack base, and any blocking must be located on firm ground. 6. Do not operate the jacks while you are under the main I -beams of the home. 7. Use jacks only for raising the home. Do not rely on the jacks to support the home. 8. Place 4" x 6" x 48" min. safety timbers between the I -beams and ground in case of jack failure. Timber should be hardwood. 9. Raise the home in small increments and provide addi- tional blocking between the home and the piers and safety piers as the home is raised. 14 10. Do not go under the home while it is supported on the jacks. FAILURE TO FOLLOW THESE WARNINGS MAY RESULT IN SERIOUS INJURY OR DEATH. Reminders before jacking ... 1. Use only jacks in good condition with a minimum rating of 10 tons. 2. Use a minute man C -Channel jacking plate or equivalent between jack and steel "I"beam to distribute the concentrated loads. (See Figure 5-1) 3. Use a firm support under the jack base to prevent tipping or settling of the jack. Skyline recommends a 12" x 12" or larger pad. 4. Always follow the sequence of jacking outlined below to avoid overstressing structural members. T- SEAM ------------------ C-CHANNEL 8�'LONG 10 TON JACK JACK SUPPORT- LOCATE SON FIRM SOIL III -III -III -III-ul-11i- li =II =III-III-III-lil-11 Ia=III-III=Iii_ii FIG. 5-1 SETUP PROCEDURES (Continued) The jacking procedure is as follows: 1. After the home is located in its final position, you can preliminarily level it by using the hitch jack but only after adequately wheel blocking the home so it does not roll. 2. Jack up one side of the home by placing one jack just forward of the front spring hanger and the other just behind the rear spring hanger. These two jacks must be operated simultaneously to raise the home. Jack low side of the home first. Install footings and piers; one just forward of the front jack and another just behind the rear jack (taking care not to exceed the correct spac- ing selected from Table 1 or 2). 3. Next, jack the main "I"beam at the front and position a pier within 2'0" of the end of the "I"beam. At the com- pletion of this step, this side of the home should be ap- proximately level. 4. Repeat Steps 2 and 3 for the other side of the home. At the completion of this step, the home should be roughly level from front to rear and from side to side. 5. Place the remaining pier supports under the main "I" beam on each side taking care to maintain a maximum distance of no more than the spacing determined from Tables 1 or 2 with piers located with 2-0" of each end of each "I" beam. (See Figs. 5-2) 6. Level the home within reasonable tolerances, using a 6 foot carpenter's level, water level, or similar equip- ment. The final height adjustment is obtained by jack- ing the "I"beam and placing hardwood shims between the piers and "I"beam, or other approved methods such as adjustable piers. THIS LEVELING PROCESS IS IMPORTANT FOR APPEARANCE AND IS ESSEN- TIAL FOR THE PROPER OPERATION OF DOORS, WINDOWS, AND THE DRAINAGE SYSTEM. 7. Place additional supports at each side of sidewall open- ings over 4'0" wide and each side of exterior doors. 8. Within 90 days after initial set-up, the home should be releveled, if necessary, to compensate for any pier set- tlement. Follow the procedure in Item 6 above. NOTE: DURING THE LEVELING OR RELEVELING PRO- CESS, LOOSEN FRAME TIES AND OVER -THE -ROOF TIES (IF PROVIDED) PRIOR TO JACKING HOME. 15 b T MAXIMUM PIER SPACING AS I'I=BEAM I SELECTED FROM TABLE I rI;\- TYPICAL /PIER 'T TEr 16-O" �I MAX `-� -2-0, FIG. 5-2 SETUP PROCEDURES (Continued) LEVELING AND BLOCKING, DOUBLE WIDE HOMES With the exception of the requirement for support under line and (3) special requirements for local jurisdictions. It the marriage wall of double -wide units, leveling and block- may be desirable to construct the footings and piers (to ing procedures are the same as for single -wide units. The grade height) prior to moving the home to its final location. site must be prepared as previously described. Special con- Pre -construction of the footings and piers to grade may be sideration must be given to the footings and pier construc- accomplished by referring to the pier location diagram, tion required by (1) local soil conditions, (2) depth of frost Figure 5-4, making special note of the additional piers re- quired at centerline beam supports If there are questions Pier at centerline within 1' of front and rear wall. This pier required only if there is a column located at the front or rear wall. (See Table 3)) /\J r I T r, r 2'-0" Max. LIJ L�J LIJ II II r r, r� L J J L J L J Varies I I 1 r r71, r , LJ LyJ L J L Piers required at I BEAM I all interior column locations, per I I Table 3. (See detail] r, r , r r L J L J L J L J ' I I I r r, L j LIJ yL J L1J Max. Pier 1 I I spacing as selected from Table 2. I j L 1L�J L1J i1 I II rte rf rr� 1 *DIMENS VJ4 S ION OF FOOT T SKYLINE DIVI Af1�,IFA• T UNIT FOR AP I •G • • • INRA R • AL•• F� 4 8� JOIST ED -WITH PAINT d �Aiif:HOME OR PAPER FIG. 5-3 TAG INDICATING PIER LOCATION. 16 regarding pier locations, please contact the division for aid. Piers located at the centerline may carry much higher loads than other pier locations. PROPER BLOCKING OF THE CENTERLINE BEAM IS VITAL TO THE PERFORMANCE OF A DOUBLE -WIDE HOME. FIG. 5-4 FOOTINGS AND PIERS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY — ANY APPROVED SYSTEM MAY BE USED. RIM JOIST AT MARRIAGE LINE WHERE AVAILABLE PIERS DO NOT HAVE THE CAPACITY REQUIRED BY TABLE 3 FOR CONCENTRATED LOADS -2 OR MORE PIERS MAY BE USED. THE SUM OF PIER CAPACITIES AT EACH SUPPORT POINT SHALL BE AT LEAST EQUAL TO THE LOADS SPECIFIED IN TABLE 3. I I I UPUFTED CONNECTOR UPLIFT CONNECTOR CAPACITY MARRIAGE WALL CAPACITY IS 1242/ EACH IS 31141 EACH TO BE RESISTED TO BE RESISTED BY BY ANCHORING EOUIPTMENT. ANCHORING EOUIPTMENT STANDARD HURRICANE STRAP CAPACITY IS 31501 CABLE B THIMBLE SYSTEM PER STRAP. SHOWN FOR ILLUSTRATION ONLY - ANY APPROVED METHOD MAY BE USED. RIM JOIST 1/4' CABLE THIMBLE INSERTED IN CONNECTOR HOLE. T'1/4 CLAMPS CABLE GALVANIZED STEEL CABLE SLOT IN STRAP IS FOR STANDARD HURRICANE STRAP 7/32' DIA. (70) OR 1/4' DIA. (707) INSTALLATION OF STANDARD IS TO BE CONNECTED DIRECTLY TENSION CABLE PER HE DOWN INSTRUCTIONS, HURRICANE STRAP DESCRIBED TO APPROVED ANCHOR. STRAP (MINUTE MAN CENTER LINE KIT 11 OR EQUAL.) ON PAGE 21. IS ATTACHED TO WALL IN FACTORY TYPICAL MARPoAI;E WALL STRAPS FIG. 5-5 SETUP PROCEDURES (Continued) FIG. 5-6 USE OF WATER LEVEL CONTAINER WATER LINE Tube VALVE SUM" DD= MATERIAL TO MAKE LEVEL • Five Gallon Pail with Lid • Plastic Tubing — 100 feet x 3/8" or 1/2" • Cork — 1-1/2" • Male Barbed Fitting — 3/8" x 3/4" • Steel Washer — 7/8" • Nut — 3/4" • Female Barbed Fitting — 3/8" x 1/2" • Male Valve — 1/2" • Pipe Sealant • Cake Coloring — 8 oz. • Use RV Solvent in Cold Weather "HOW TO USE A WATER LEVEL" ` Z`J PLACE AT ANY POINT AROUND HOME Unroll Tubing: Position level where it is.to be used. Take care not to have kinks in it, step on it or lay anything on it. Check for Air Bubbles: To remove any; lower valve below bottom of container and open. Close valve when they are out: Container Location: Located so valve can reach all areas of home. Build up container so water line in valve end of tub= ing is at the predetermined height support devices will be set. Leveling of Support Device: Secure valve above determined height and open. Adjust device as needed. Close valve and move to next support device. NOTE: Level all support devices before lowering home. 17 r SET-UP PROCEDURES (Continued) DOUBLE -WIDE INTERCONNECTION The procedure for connecting the homes is as follows: NOTE: WHEN REQUIRED TO WALK ON METAL ROOFS DURING ASSEMBLY, WALK ONLY ON TRUSSES OR RAFTERS. 2. 3. Remove the temporary closure materials (polyethylene and batten strips) and position the halves as close together as possible in the final desired location. Do not remove tem- porary beam supports until Step 4 is completed. It will be necessary to slide the halves together with rolling and jack- ing equipment. Care must be exercised during any rolling or jacking operations to avoid overstressing structural members. Bring the roof ridge beam halves together. Deflate the in- side tires of light half if necessary. Align ceiling material joints and the top corners of ceilings at the end walls. ROOF ACCESS FOR BOLTING: For metal roof units access for bolting the ridge beams together is obtained by a 6" space provided on both sides of the ridge beam (optional roof sheathing may be folded back or temporarily removed). For shingle roof units refer to section "Installation of Shingled Roof'. Secure beam halves with 3/8" x 4-1/2" bolts at front and rear ends only. Bolts located above a cathedral ceiling must be 3/8" x 8" long. Level ceiling edges by jacking at the inside main "I" - beam on light half of the home. Install 'Owens-Corning' Fiber- glass Sil-Sealer, Form Sealer or equivalent insu- lating material between bottom flanges of ridge beam to limit air infiltration. When the ceiling joint is flush, com- plete the bolting operation using the 3/8" x 4-1/2" (8" a cathedral ceiling) bolts at 48 inches on center with 3 additional bolts at 3 inches on center over beam sup- ports (See Fig. 5-7). As an alternate to the bolts the beam halves may be secured together by screwing with 3/8" x 4-1/2" (3/8" x 6" cathedral ceilings) lag screws at 24" o.c. (max.) alter- nating each side of beam and 6 additional lag screws at 3" o.c. alternating each side over interior beam supports. Pre- drill 1/4" pilot holes for the lag screws at 1-1/2" down from the trop of the beam and with a maximum offset from the horizontal of 450. For units with ridge beam access on one half on unit only, lag screw beam halves together as described above except, lags screws do not have to be alternated each side. Size and spacing of lags is to remain the same. Bolt- ing cannot be used with this option. NOTE: WHERE OPTIONAL OVER -THE -ROOF STRAPS ARE PROVIDED SPLICE THE STRAPS TOGETHER AT THE RIDGE BEAM WITH .AN A.B. CHANCE SPLICE DEVICE AND STRAP SEALS (NOT PROVIDED). SEE FIG. 5-12. NOTE: (1) WHEN BEAM SUPPORT CONSISTS OFA COLUMN INSTEAD OF CLBEARING. WALL USE 3 BOLTS AT 3.O.C. EACH SIDE OF COLUMN (2) BEAM MARKED WITH PAINT AT COLUMN LOCATIONS 2' 48" 48' 48' 48 I" ROOF RIDGE BEAM ENDWALL HALL BEARING WALL FIG. 5-7 303' 48'' 30Y ,-� 48" 5_ Line un and walls by mnvinn either flnnr forward nr hark B. Place additional su000rts at the Q 7 as necessary. Install 'Owens-Corning' Fiberglass Sill - Sealer or equivalent between centerline endwall studs to limit air infiltration. Toenail the end walls together using 16d nails at 10" O.C. Level the floors by jacking on the main "I" beams (inside beam on either half). Install 'Owens-Corn- ing' Fiberglass Sill -Sealer, Foam Sealer or equiva- lent, between centerline header joists to limit air in- filtration. The center line header joists should be lag screwed together with 3/8" x 2-1/2" lag screws @ 8'0" O.C. Remember to use safety timber when jack- ing the home. • Level home and install piers following the procedure outlined on page 16. Tables 2 and 3 are to be used to determine pier and footing capacities for the selected spacing and loads. and wall, each end of the hall wall, sidewall openings greater than 4'0", each side of exterior doors and beam support columns at locations marked with indicator strap or paint (See Figs. 5-3 and 5-4 and Table 3). 9. Install a 2" wide bottom board patching tape at the floor joint of two halves for the entire length of home. 10. If home has double mating walls, then fasten the mating wall columns together with #8 x 4" screws 16" O.C. (See Fig. 5-7A). IBX4' WOOD SCREWS @ 16' O.C. EITHER FASTENING LOCATION SHOWN IS ACCEPTABLE. IF POST IS CONSTRUCTED FROM 2x4'S OR 2x6'S USE TOE -SCREW LOC (1-12' PENETRATION REOUIRED.) L><J/ `MATING LINE \ INTERIOR SUPPORT POST CONFIGURATIONS (TYP.) L_ FIG. 5-7A SETUP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS The support system must also resist lifting, sliding, and overtumirig force resulting from side winds. A method used is to install ground anchors and tie -down straps in addition to the piers. Because of local sheltered conditions, authorities may per- mit installation of the home without tie -downs. However, tie -downs as described are the minimum necessary if the home is to withstand its design wind load without disloca- tion. On multi -sectional homes, sections must be fastened together and level before tie -down straps are installed. WARNING BEFORE INSTALLING A SUPPORT SYSTEM WITHOUT TIE -DOWNS, BE SURE THAT SUCH A METHOD IS AD- EQUATE FOR THE AREA AND IS PERMITTED BY THE APPLICABLE LOCAL JURISDICTION. BEFORE GROUND ANCHOR INSTALLATION, DETER- MINE THAT THE ANCHOR LOCATIONS AROUND THE HOME WILL NOT BE CLOSE TO ANY UNDERGROUND ELECTRICAL CABLES, WATER LINES OR SEWER PIP- ING. FAILURE TO DETERMINE THE LOCATION OF UNDERGROUND ELECTRICAL CABLES MAY RESULT IN SERIOUS PERSONAL INJURY AND EVEN DEATH. FRAME TIE -DOWN PROCEDURE All homes are equipped with tie -down attachment pro- visions on the main ' I"beams (See Figs. 5-8 and 5-9). Over - the -roof straps are optional for Wind Zone I designated homes. NOTE: IN THE TIE -DOWN SYSTEM, IT IS IMPORTANT TO USE MATERIALS OF PROPER DESIGN AND OF ADE- QUATE QUALITY. THE MATERIAL SPECIFICATIONS CONTAINED HEREIN SHOULD BE CONSIDERED AS, MINIMUM REQUIREMENTS. STEP P BUCKLE PROVIDED PULL TIGHT DOWN TO ANCHOR No 60900419 STATE OF S '�,,��� • .NOIAT! •vN�.c. STEP 2 ��S�ONAt ��� �n m� STRAP TO JUN 1 6 19 3 FRAME TIEDOWN PROCEDURE FIG. 5-8 19 MAIN T -BEAM SHOULDER -TYPE EYEBOLT, NUT t WASHER BNOT PROVIDED HOLE IN � -BEAM I CABLE -FRAME TIEDOWN CONNECTION FIG. 5-9 ANGLE SHOP WELDED TO MAINT-BEAM A SIZE3/8CABLE THIMBLE WITH 1/4 CABLE MIN.' NOT PROVIDED ALTERNATE CONNECTION Materials not furnished with the home which will be necessary to complete the tie -down system must meet the requirements set forth below. Such materials would include: 1. Cable or steel strap with a breaking strength of at least 4,725 pounds, e.g. galvanized aircraft cable at least 1/4" inch in diameter or Type 1, Finish B Grade 1 steel strap- ping, 11/4" inches wide and 0.035 inches thick, confor- ming with F.S. QQ-S-781-H. 2. Galvanized connection devices such as turnbuckles, eyebolts, strap buckles, and cable clamps should be . rated at 3,150 working load minimum. 3. Ground anchors — capable of withstanding at least a 4,725 pound pull. Anchors must be installed as specified by the anchor manufacturer. Stabilizers or concrete col- lars may be required by anchor manufacturer. THE HOME MUST BE IN ITS FINAL LEVEL POSITION PRIOR TO TYING IT: DOWN. The procedure for tying down the manufactured home is as follows: 1. Position and install the ground anchors under exterior walls so that the final strap angle and height (H) will be within the limits shown in Tables 5A and 6A. 2. Connect the straps to the frame and ground anchors (See Figs. 5-8, 5-9 and 5-10). 3. Tighten the straps using the tensioning device provid-' ed with the ground anchors. Use caution to avoid overtensioning the straps which might pull the home off the piers. It is recommended that all straps be tightened only enough to remove the slack. Then, after all straps are installed and the slack removed, tension the straps. 4. The strap tension should be rechecked at frequent in- tervals until all pier settlement has stopped. CAUTION. DURING THE RELEVELING PROCESS, DO NOT JACK THE HOME AGAINST TIGHT STRAPS. SETUP PROCEDURES (Continued) MANUFACTURED HOME TIE -DOWN INSTRUCTIONS (Continued) OPTIONAL OVER -THE -ROOF STRAP PROCEDURE If over -the -roof straps are provided (optional on all homes) they may be connected to ground anchors as specified in the following procedure in order to achieve ad- ditional stability in extreme winds. Note that the frame tie - down procedure on page 19 is still mandatory. MIN. MINUTEMAN ^STRAP DEVICE OR EQUIVALENT `APPROVED ANCHOR FIG. 5-10 ANCHOR Materials not furnished with the home which will be necessary to properly connect the over -the -roof straps are: 1. Ground anchors capable of withstanding at least a 4,750 pound pull when installed in the soil at the site. 2. Strap end connection devices (See Fig. 5-10). THE HOME MUST BE IN ITS FINAL LEVEL POSITION WITH FRAME TIES INSTALLED BEFORE CONNECTING THE OVER -THE -ROOF STRAPS. The procedure for over -the -roof strap installation is as follows: 1. Position and install the ground anchors so that the strap will be vertical after attachment to the anchor. The an- chor may be installed slightly beneath the home to avoid interference with skirting (See Fig. 5-10). 2. Insert the minuteman connector yoke through the eye in the anchor and insert slotted bolt through the yoke. 3. Place end of strap through slotted bolt and remove slack by turning bolt. DO NOT TENSION UNTIL BOTH ENDS OF STRAP ARE CONNECTED. 4. Tension and lock minutemen connector in position; con- sult instructions furnished with connectors. 5. Check strap tension (See Step 4 under frame tie -down procedure). 6. For double -wide homes See Fig. 5-12 for the splice con- nection at the centerline. OPTIONAL UNDER -SKIN STEELSTRAP (FACTORY INSTALLED) FIG. 5-11 STRAPS TO BE, INSTALLED VERTICALLY 1. Insert end of the strap through the slot on the splice device, allowing 15" of strap to extend through the DOUBLEWIDE OPTIONAL device. OVER -THE -ROOF STRAPS 1 2. Make a 180 degree bend in the strap and slide a strap STEP t seal over the double thickness of strap, positioning the strap seal as close to the splice device as possible. Compress the strap seal on the strap with a pair of vise ® STRAP SEAL grip pliers or hammer, or crimp strap seal with an A -B Chance crimping tool. (Make all bends in the strap as 'fl sharp as possible by crimping with vise grip or larger OSPLICE DEVICE J STEP 2 pliers). 3. Bend strap back over the seal and insert back through the slot on the splice device. Flatten bend with vise grip pliers or hammer. 4. Repeat steps 1 through 3 with the mating strap. Draw STEP 3 the completed assembly down to the ridge beam by ten- FIG. 5-12 sioning the strap in the ground anchor. m KIC SETUP PROCEDURES (Continued) TABLE 5 STRAP ANGLE TABLE FOR STANDARD HEIGHT PIERS SINGLE VIDES — WIND ZONE I DOUBLE WIDES MIN. STRAP ANGLE 8 DEGREES 8 DEGREES RAP ANGLE 43 DEGREES 33 DEGREES ,•`�p G.....9 q'SUN J16 1se� J No. ��'�' TABLE 5A * 41 14!,/MIN. PIER HEIGHTS FOR STANDARD HEIGHT PIERS STAof :A� SINGLE-WIDES — WIND ZONE j•- .N0IAN'T! `z $1 l��: WIND ZONE I ANCHORS/STRAPS 12' O.C. ANCHORS/STRAPS 14' O.C. MIN. STRAP ANGLE 18 DEGREES 22 DEGREES MAX. STRAP ANGLE 47 DEGREES 37 DEGREES DOUBLE WIDES MIN. STRAP ANGLE 8 DEGREES 8 DEGREES RAP ANGLE 43 DEGREES 33 DEGREES ,•`�p G.....9 q'SUN J16 1se� J No. ��'�' TABLE 5A * 41 14!,/MIN. PIER HEIGHTS FOR STANDARD HEIGHT PIERS STAof :A� SINGLE-WIDES — WIND ZONE j•- .N0IAN'T! `z $1 l��: H MIN in ANCHORS/STRAPS 12' WIND ZONE I O.C. ANCHORS/STRAPS 14' O.C. I -BEAM SPACING (in). 75.5 82 99.5 75.5 82 99.5 12 ft. WIDES 12 H MIN in 12 12 12 13 12 12 H MAX in 36 32 23 25 34 16 14 ft. WIDES 12 H MIN in 14 12 12 17 13 12 H MAX in 48 44 35 34 31 25 16 ft. WIDES 12 H MIN in 16 13 12 19 15 12 H MAX in 60 56 47 42 40 33 18 ft. WIDES H MIN in — — 12 — — — H MAX in — — 58 — — — DOUBLE-WIDES 20 ft. WIDES H MIN in 12 — — 12 — — H MAX in 23 — — 14 — — 24 ft. WIDES H MIN in 12 12 12 12 12 12 H MAX in 36 32 23 22 19 14 26 ft. WIDES H MIN in 12 12 12 12 12 12 H MAX in 42 39 30 25 23 18 28 ft. WIDES H MIN in 12 12 12 12 12 12 H MAX in 48 45 35 29 27 21 For Double-wides with 8' ceiling height and Wind Zone I, subtract 5" from max. pier height and 5 degrees from max. strap angle. SEE TABLE 5 & 5A FOR SPACING BUCKLE — SEE FIG. 5-8 t \ 6" TYP. _ STRAP —SEE PAGE 19 vLONGITUDINAL STRAP FOR MATERIAL SEE FIG.5-15 /<HASSIS CONNECTION MAIN SPECIFICATION .I=BEAM `ANCHOR(TYP)J \-STRAP ANCHOR TIE DOWN DETAIL FIG. 5-13 FRAME H STRAP �_���------- ANGLE ANCHOR RATED AND INSTALLED PER ANCHOR MANUFACTURERS INSTRUCTIONS 21 SECTION A -A C SETUP PROCEDURES (Continued) TABLE 6 STRAP ANGLE TABLE FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES — WIND ZONE I DOUBLE-WIDES MIN. STRAP ANGLE 6 DEGREES 4 DEGREES _, will"PAOrX. STRAP ANGLE 63 DEGREES 70 DEGREES 40 No. 6090041 .p STAT low i��%w••_/A._ -vim\� V 16 1993 TABLE 6A IN. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES — WIND ZONE I ,, "'J's�'"••••"E�1 �0 "K,, 0-VAL �'�, WIND ZONE I ANCHORSISTRAPS 8' O.C. ANCHORSISTRAPS 6' O.C. MIN. STRAP ANGLE 18 DEGREES --- MAX. STRAP ANGLE 63 DEGREES --- DOUBLE-WIDES MIN. STRAP ANGLE 6 DEGREES 4 DEGREES _, will"PAOrX. STRAP ANGLE 63 DEGREES 70 DEGREES 40 No. 6090041 .p STAT low i��%w••_/A._ -vim\� V 16 1993 TABLE 6A IN. PIER HEIGHTS FOR HIGHER THAN STANDARD PIERS SINGLE-WIDES — WIND ZONE I ,, "'J's�'"••••"E�1 �0 "K,, 0-VAL �'�, H MIN in 12 ANCHORSISTRAPS 8' WIND ZONE I O.C. ANCHORSISTRAPS 6' O.C. MAIN I -BEAM SPACING in — 75.5 82 99.5 75.5 82 99.5 12 ft. WIDES H MIN H MIN in 12 12 12 — — — H MAX in 66 59 42 — — — 14 ft. WIDES 60 H MIN in 14 13 12 — — — H MAX in 72 72 64 — — — 16 ft. WIDES 12 H MIN in 18 17 14 — — — H MAX in 72 72 72 — — — F_ 18 ft. WIDES 12 H MIN in — — 18 — — — 1 H MAX in — — 72 — — — DOUBLE-WIDES 20 ft. WIDES H MIN in 12 — — 12 — — H MAX in 42 — — 60 — — 24 ft. WIDES H MIN in 12 12 12 12 12 12 H MAX in 67 60 43 72 72 60 26 ft. WIDES H MIN in 12 12 12 12 12 12 H MAX in 72 72 55 72 72 72 28 ft. WIDES H MIN in 12 12 12 12 12 12 H MAX in 72 72 65 72 72 72 SEE TABLE 6 & 6A FOR SPACING BUCKLE — SEE FIG. 5-8 \ 6" TYP. _ ` STRAP — SEE PAGE 19 LONGITUOINAL STRAP FOR MATERIAL SEE FIG. 6-15 /CHASSIS CONNECTION MAIN SPECIFICATION FRAME / .. i=BEAM STRAP I q 7 ANGLE ANCHOR RATED AND INSTALLED rf�`ANCHOR(TYF�7 STRAP A PER ANCHOR MANUFACTURERS INSTRUCTIONS ANCHOR TIE DOWN DETAIL FIG. 5-14 22 SECyION A -A ' CHAV,,� WIND ZONE 11 MIN. & MAX. DIAGONAL STRAP ANGLE WIND ZONE III MIN. & MAX. MIN. & MAX. ELEVATION DIAGONAL STRAP ANGLE SETUP PROCEDURES (Continued) •fit;' 250 to 400 14" to 26" 250 to 410 14' STANDARD TIE DOWN DETAILS 12" to 28" 20.50 to 410 N :� 20.50 to 400 Z 19.50 to 410 18' 20" to 44" TE OF 19" to 47" 19.50 to 410 20' or 22" 12" to 15" 340 to 400 12" to 16" 340 to 420 24' 12" to 22" ?'FCS• F� oT:�oA• \\`,� ., W 24.50 to 420 28' s 230 to 400 12" to 25.5" 230 to 420 FRED X 'INSTALL STRAP & ANCHORS Z N cj� Z 0 O F t,J. > Q M J Q W H W X Q z 0 Fz WJ N W - F -a F- SEE NOTE #1 W1- —L a a J W / `—STRAP ANGLE STRAP ANGLE J N ANCHOR TO BE RATED FOR 36848 OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) SINGLE WIDE F I F 1 —�— a 1 k a 6'-8" @ ZONE II TX @ ZONE III SEE TABLE FOR ELEVATION & STRAP ANGLE LIMITATIONS SEE NOTE #1 F— r —1— a -�- "STRAP ANGLE I __.._ STRAP ANGLE J ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURES INSTRUCTIONS SEE NOTE 3) 'USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WIDES. DOUBLE WIDE WIDTH MIN. & MAX. ELEVATION WIND ZONE 11 MIN. & MAX. DIAGONAL STRAP ANGLE WIND ZONE III MIN. & MAX. MIN. & MAX. ELEVATION DIAGONAL STRAP ANGLE 12' 14" to 25" 250 to 400 14" to 26" 250 to 410 14' 12" to 27" 20.50 to 400 12" to 28" 20.50 to 410 16' 16" to 36" 20.50 to 400 15.5" to 38" 19.50 to 410 18' 20" to 44" 20.50 to 400 19" to 47" 19.50 to 410 20' or 22" 12" to 15" 340 to 400 12" to 16" 340 to 420 24' 12" to 22" 24.50 to 400 12" to 23.5" 24.50 to 420 28' 12" to 23.5" 230 to 400 12" to 25.5" 230 to 420 NOTES: 1. For strap material specification, connection to frame I-beam and other setup information, refer to Skyline Installation Manual. 2. For anchoring systems, the instructions shall indicate: A) The minimum anchor capacity required; B) Anchors should be certified by professional engineer, architect, or a nationally recognized testing laboratory as to their resistance, based on the maximum angle of diagonal tie and/or vertical tie loading and angle of anchor installation, and type of soil in which the anchor is to be installed; C) Ground anchors should be embedded below the frost line and be at least 12 inches above.the water table; D) Ground anchors should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overturning or sliding forces; E) Anchoring equipment should be certified by a professional engineer or architect to resist these specified forces in accordance with testing procedures in ASTM Standard Specification for strapping, flat steel and seals. 3. Anchors rated @ 3150# of working stress total for both straps, may be used if strap and anchor spacing is reduced to 5=8" @ Wind Zone II and 46" @ Wind Zone III. 4. The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 23 SETUP PROCEDURES (Continued) �- C H All ALT. TIE DOWN DETAILS TE OFof STRAP ANGLE PER TABLE �S FRED''�NC• J W 1¢- W W QW SEE NOTE #1 CD Z F �•—a k—a J N W T ANCHOR TO BE RATED FOR 3150# OF WORKING STRESS TOTAL FOR BOTH STRAPS. (INSTALLED PER ANCHOR MANUFACTURERS INSTRUCTIONS) SINGLE WIDE \ ANCHOR TO BE RATED FOR 3150# OF WORKING STRESS TOTAL FOR BOTH STRAPS./ (INSTALLED PER ANCHOR MANUFACTURERS INSTRUCTIONS) DOUBLE WIDE WIDTH WIND ZONE II WIND ZONE III MAX. & MIN. MAX. & MIN. DIAGONAL STRAP MAX. & MIN. MAX. & MIN. DIAGONAL ELEVATION STRAP ANGLES SPACING ELEVATION STRAP ANGLES STRAP SPACING 12, 12" to 32" 60 to 160 6' O.C. 12" to 26" 60 to 130 5' O.C. 33" to 50" 170 to 240 5=6" O.C. 27" to 50" 130 to 240 46" O.C. 14', 16' & 18' 12" to 50" .50 to 210 6' O.C. 12" to 50" 50 to 210 410" O.C. 20' through 28' 12" to 50" 50 to 26.50 6=4" O.C. 12" to 50" 6.50 to 26.50 512" O.C. NOTES: 1. For strap material specification, connection to frame I-beam and other setup information, refer to Skyline Installation Manual. 2. For anchoring systems, the instructions shall indicate: A) The minimum anchor capacity required; B) Anchors should be certified by professional engineer, architect, or a nationally recognized testing laboratory as to their resistance, based on the maximum angle of diagonal tie and/or vertical tie loading and angle of anchor installation, and type of soil in which the anchor is to be installed; C) Ground anchors should be embedded below the frost line and be at least 12 inches above the water table; D) Ground anchors should be installed to their full depth, and stabilizer plates should be installed to provide added resistance to overturning,or sliding forces; E) Anchoring equipment should be certified by a professional engineer or architect to resist these specified forces in accordance with testing procedures in ASTM Standard Specification for strapping, flat steel and seals. 3. The A -B chance strap seal device depicted by Fig. 5-12 may be used as directed for attaching the required doublewide centerline straps to ground anchors. 24 SETUP PROCEDURES (Continued) LONGITUDINAL TIEDOWN DETAILS LI -BEAM 7 in.w .i I. rm Jnr `2 MEr=■ 0— Ini■01V SEE STANDARD TEDOWN TAILS FOR SPACING (TYP•) DOUBLE WIDE MAIN I -BEAM NOTES: N 1. Longitudinal tiedowns, when required, are in / addition to diagonal tiedowns along the main rails. Locate anchor back from each end 01 of house a distance approximately equal to support height. 2. Ground anchors, straps & cables (including STRAP eyebolt, nut, etc.) shall be capable of resisting an ultimate load of 4725 lbs. (3150 lbs. Design) min. install ground anchor in accordance with ground anchor manufacturer's installation instructions. See Note 2, Page 23 3. Anchorage system subject to local inspection at the time of installation. 4. Other methods approved by local building authorities may be used. MAIN I -BEAM LONGITUDINAL TIEDOWNS GROUND ANCHOR CERT #09703 ac v STATE OF OIAIA Nom`: Jr/ N A l �*�`�. SHOULDER -TYPE EYE BOLT, NUT & WASHER NOT PROVIDED CABLE -FRAME TIEDOWN CONNECTION END OF HOME FRONT OR REAR CROSS MEMBER r i F_GROUND LEVEL LOCATED ANCHOR BACK FROM END OF XOOOor J HOUSE A DISTANCE APPROXIMATELY EQUAL TO SUPPORT HEIGHT. LONGITUDINAL TIEDOWN REQUIREMENTS: Single Wides, Double Wides & Tag Sections (3rd Section) Wind Zone I — Longitudinal tiedowns not required. Wind Zone II — Homes less than 50 long, 2 tiedowns in front, 2 tiedowns in rear. Homes 50' or longer no tiedowns required. See Note 1. Wind Zone III — Install 2 tiedowns in front, 2 tiedowns in rear for all single & double wide homes. See Note 1. 25 SET-UP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE DOUBLE -WIDE EXTERIOR CLOSURE PRIOR TO THE INSTALLATION OF THE CLOSURE METAL OR MASONITE ON THE ENDWALLS, THE ELECTRICAL CROSSOVER MUST BE COMPLETE. VERTICAL METAL SIDING: 1. Install bottom starter. 2. Install endwall metal by snapping both sides into "S"lock; attach with provided metal screws (See Fig. 5-16). 3. Attach closure metal to front and rear hoods. 4. Install interior trim, moldings, carpet, etc., as required. 26 ROOF CAP SCREWS AT 4" FIG. i-20 _...._.._ ALUM. SIDING CLOSURE — SCREWS AT 8" TO 10" O.C. AT BELT RAILS 5-16 0 L ) SET-UP PROCEDURES (Continued) DOUBLE WIDE EXTERIOR CLOSURE HARDBOARD SIDING: Fasten the precut strip of masonite with 8d galvanized nails (head should be painted to'match the siding) 4" o.c. around the perimeter and 8" o.c. on the intermediate studs. Apply trim and caulking at the centerline, horizontal joints, and FIGURE 'A' VERTICAL MASONITE APPLICATION FOME-C • REO'D% NOTE: USE 8° GALVANIZED BOX NAILS W/MIN f 3/16" DIA. HEADS @,6 G 5 160\GP�. ! 4" O.C. AROUND At , PERIMETER AND 8" O.C. ! AT INTERMEDIATE STUDS. , �I�II 4.. TYP .JT' 114,. TYP. ' TYP.' PERIMETER JOIST •� I UNIT FIGURE 'C' VERTICAL JOINT MASONITE _/ 3A SIDING USE 811 GALVANIZED BOX NAILS 4" O.C. W/MIN 3/16" DIA. HEADS around windows (if required) as illustrated by the details in Figure 5-18B. (In cases where the masonite has to be cut to fit in the field, the ripped edges should be strained to match the siding with acrylic latex stain.) FIGURE 'B' )R DOUBLE WIDE MASONITE CLOSE -OFF APPLICATION UNIT 8" I BUTYL CAULKING- @ JOINT 1 • MASONITE CLOSE -OFF FIELD INSTALLED W/8° GALVANIZED BOX NAILS 8" O.C. STAIN BOTTOM EDGE MASONITE SIDING FIGURE 'E' TYPICAL WINDOW TRIM APPLICATION STAIN EDGES , CAULK WITH (SEE N�8" TE #1) BUTYL CAULKING 8'. TO MATCH TRIM TYP. 8 I 8' tr TYP. TYP USE 80 GALVANIZED BOX NAILS WiMIN 3/16" DIA. HEADS 27 STAIN EDGES TO_ MATCH MA$ONITE (SEE NOTE #1) FIGURE 'D' HORIZONTAL JOINT MASONITE SIDING CAULK JOINT W/ BUTYL CAULKING MASONITE STRIP (RIP FROM SIDING SHEETS) . STAIN EDGES TO MATCH MASONITE SIDING, (MAY BE LAP SIDING) MASONITE SIDING 8° GALVANIZED BOX NAILS 4" O.C. FLASHING USE 8° GALVANIZED BOX NAILS 4" O.C. NOTES: 1. ALL RIPPED EDGES TO BE STAINED WITH MATCHING ACRYLIC LATEX STAIN FROM SIDING MFG. Fig. 5-18 • BUTYL CAULKING TO MATCH ' TRIM (FILL RABBETTED AREA) TYP USE 80 GALVANIZED BOX NAILS WiMIN 3/16" DIA. HEADS 27 STAIN EDGES TO_ MATCH MA$ONITE (SEE NOTE #1) FIGURE 'D' HORIZONTAL JOINT MASONITE SIDING CAULK JOINT W/ BUTYL CAULKING MASONITE STRIP (RIP FROM SIDING SHEETS) . STAIN EDGES TO MATCH MASONITE SIDING, (MAY BE LAP SIDING) MASONITE SIDING 8° GALVANIZED BOX NAILS 4" O.C. FLASHING USE 8° GALVANIZED BOX NAILS 4" O.C. NOTES: 1. ALL RIPPED EDGES TO BE STAINED WITH MATCHING ACRYLIC LATEX STAIN FROM SIDING MFG. Fig. 5-18 SETUP PROCEDURES (Continued) DOUBLE -WIDE EXTERIOR CLOSURE VINYL LAP SIDING Apply a 2" wide strip of duct tape at the marriage joint of the endwalls for the entire height of the walls. Apply the duct tape directly over the sheathing. The siding panels should be attached using galvaniz- ed steel or aluminum 16ga. 1/2 by 1" staples. (6dgalvanized nails may also be used). Staples should be driven so that there is a 1/32" clearance between the siding and staple crown to allow some lateral movement. Fasten every 16" at the stud location. See Figure 5-19 Detail A for proper fastening. Snap the bottom course of siding into the starter strip and fasten to the wall. Leave a 1/4" space at corner posts and 'J' channels around window and door openings to allow for expansion. Do not fasten within 4" of an accessory. Ver- tical butt joints in panels should overlap 1". Do not fasten the panel within 4" of the joint. Install vinyl, aluminum, felt or other suitable material for flashing at bottom corners of doors and windows per Detail E. Apply caulk around siding and light blocks, water faucets, or other small penetrations. Install successive courses similarly to the first. Butt joints in adjacent courses should be offset by at least 24". Joints in alternate courses should be aligned vertically (see Figure 5-19 Detail B). Panels will have to be cut at headers and sills. A single panel should extend without joints across the width of the opening. When cutting a panel at a sill, measure the distance between the bottom of the opening and the top lock of the lower course, then deduct 1/4" (See Fig. 5-19 Detail C). Slide the cut panel into the undersill trim and install. Note that the undersill trim piece may have to be firred to maintain the proper pitch of the siding. Measure and cut the header panel in the same manner as indicated above._ The top sections at the gable will need to be angle cut. Use two scrap pieces of siding to make a pattern (See Fig. 5-19 Detail D). Interlock one piece with the siding panel below. Hold the other piece on top against the gable. Mark a line on the bottom piece and cut. Use this piece as a pat- tern for cutting gable pieces. Install the gable pieces by in- terlocking with the lower course, sliding into the gable 'J' rail and fastening. h CanecllV Irw 19dly ApWf`ed Applied i t♦ t DETAIL A DETAIL B FIG. 5-19 DETAIL C MARK ANGLE 2 SCRAP FOR CUT i PIECES OF SIDING PATTERN FOR ANGLE DETAIL D ° J -TRIM /0 (�� DIVERFER J -TRIM �/ ALL PURFb5E TRrM 12 DETAIL E• INSTALLATION OF METAL ROOF: After bolting the units together according to the procedure on page 18, complete the metal roof closure by applying 3/16" x 1-1/2" butyl tape (provided) to each edge of the provided 30 ga. metal roof cap. With the roof cap centered over the beam screw each edge to the roof with #8x1" hex head screws at 4" o.c. and at each side of each roof seam. At the ends of the roof fold 1-1/2" of the roof cap over the end and screw to the fascia at 4" o.c. See Fig. 5-20. K-1 SETUP PROCEDURES (Continued) DOUBLE -WIDE — METAL ROOF CLOSURE 30 GA. METAL ROOF CAP _'8X I' HEX HEAD SCREW @ 4' QC. AND EACH SIDE OF ROOF SEAM 3/e X 1 %2' BUTYL TAPE METAL ROOF 3/jX6°MIN. SCREW STRIP OF HOME '8X I• SCREWSO4'O.C. AND ADJACENT TO EACH ROOF SEAM SCREW 4O.C. SEAL JOINT- It' SLIT 10F SEAM EXTEND GALVANIZED CAP APPROX 1!12'BEYONO EDGE OF ROOF CAULKING TAPE ROOF CAP APPLICATION FIG. 5-20 SHINGLE ROOF CLOSURE INSTALLATION OF SHINGLED ROOF: 1. Fold back underlayment paper. 2. Remove the 12 inch wide sheathing at the ridge beam of each half which was temporarily secured to the roof at the factory. 3. Bolt the ridge beam together as outlined on page 18. For models with heat ducts in the roof cavity make the interconnection of two units by running the provided flexible duct through the access hole in the ridge beam. After the mechanical connection is made, tape the joint with 2 inch wide duct tape. 4. See Fig. 5-21. Reinstall the 3/8" x 12" wide sheathing using 16 gauge x 7/16" x 1-1/2" staples or 8d twist nails 4 inches on center at butt joints and 3 fasteners at each rafter between joints. 5. Tack roof underlayment paper back in place. 6. Staple additional underlayment strip down, centered at ridge. 7. Fasten drip cap to sheathing at roof edge (above felt). 8. Complete installation of shingles (See Fig. 5-22). 9. Cut shingles for ridge cap and install as shown in Figures 5-25 and 5-24. NOTE: TO PREVENT WIND LIFTING AND POSSIBLE LEAKAGE, THE RIDGE CAP SHINGLES SHOULD BE ORIENTED WITH RESPECT TO PREVAILING WINDS AS INDICATED IN FIG. 5-25. 10. Install closure cap at eave joint (See Fig. 5-26). 11. See Supplement for ridge vent if applicable. { BEAM Fig. 5-21 IF THE ROOFING IN THE AREA OF THE FADW RAKE HAS BEEN COVERED TO PROTECT FROM WIND DAMAGE DURING TRANSIT.THE PROTECTIVE COVERING AND FASTENERS ARE TO BE CAREFULLY REMOVED. SEAL THE FASTENER HOLES WITH ASPHALT ROOFNG CEMENT. Fig. 5-22 FIELD INSTALLED SHEATHING UNDERLAYMENT PAPER /g. (3 COURSE BRIDGE SHINGLES ?a•shit' 191461,4104 1461, 4F SITE INSTALLED SHINGLES UNDERLAYMENT STRIP f FE DHINGLE INSTALL UNDERLAYMENT 30' SHINGLE PAPER �� FIELD INSTALL FOLDED BACK FOR `� 38' SHINGLE BEAM BOLTING� SHEATHING I `` FIELD INSTALL �_-�'----_ DRIP CAP 16 FSEEOR FASTENING FOR ASTENING T REQUIREMENT BEAM Fig. 5-21 IF THE ROOFING IN THE AREA OF THE FADW RAKE HAS BEEN COVERED TO PROTECT FROM WIND DAMAGE DURING TRANSIT.THE PROTECTIVE COVERING AND FASTENERS ARE TO BE CAREFULLY REMOVED. SEAL THE FASTENER HOLES WITH ASPHALT ROOFNG CEMENT. Fig. 5-22 SETUP PROCEDURES (Continued) DOUBLE -WIDE SHINGLED ROOF FASTENERS: USE I° -CROWN X I" LEG IG GA GALVANIZED STAPLES OR 1%4' 12 GA. GALVANIZED ROOFING NAILS WITH %' DIAMETER HEADS 3G' SHINGLE x x x x 12 WIND ZONE I 3G" SHINGLE x X x x x x 12,. WIND ZONES I= NAIL I° FROM EACH END 55/BABOVE EXPOSED BUTT & 5/a ABOVE EACH CUT OUT FIG. 5-23 NAIL OR STAPLE RIDGE SHINGLES AS INDICATED. SEE FIG. 16 FOR FASTENER C17FC FIG. 5-25 5" EXPOSURE 9 CUT SHINGLE INTO 3 PIECES AS SHOWN BY DOTTED LINE I � 1 � El 1 2 1 3 FIG. 5-24 SETUP PROCEDURES (Continued) UTILITY INTERCONNECTION ELECTRICAL INTERCONNECTIONS OF DOUBLE-WIDES Bonding Chassis halves floor joist construction are to be bond- ed together with the provided bonding wire and lugs. (See Page 41.) Electrical Crossover NOTE: ALL ON-SITE ELECTRICAL WORK MUST BE PERFORMED BY QUALIFIED PERSONNEL. 15 and 20 AMP Circuits: (Endwall Crossover) The procedure for this interconnection is as follows: 1. Feed wires from Side B through metallic wire protect- ors into junction box in Side A (See Fig. 5-27). 2. Staple wires within 8 inches of junction box to side of stud at centerline of stud. 3. Remove cover from junction box inside home; cut wires to length allowing a minimum of 4 inches of free wire extending from box. 4. Strip approximately 1 inch of wire and connect like circuit numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 230V circuits) with the provided wire nuts. 5. Push wires into box and replace cover. NOTE: SOME MODELS MAY HAVE ELECTRICAL CROSSOVERS AT FRONT AND REAR. ENDWALL ENDWALL SIDE A SIDE B ACCESS TO JUNCTION /BOX - INSIDE HOME ` FACTORY INSTALLED — — — WIRE PROTECTORS Fig. 5-27 31 30 AMP and Larger Circuits (Below Floor Crossover) The correct procedure is as follows: 1. Remove the pull box covers and install the provided conduit and conductors between the boxes (See Fig. 5-28). 2. Using the provided wire connectors, connect like circuit' numbers (white to white, black to black, ground to ground, red to red on multi -circuits and 230V circuits). 3. Push wires into pull boxes and replace covers. PULL BOX PULL BOX FIELD INSTALLED CONDUIT E CONDUCTORS (MATERIALS PROVIDED) Fig. 5-28 30 AMP and Larger Circuits (Endwall Crossover) For homes with sub -panel located adjacent to the end - wall centerline the interconnection may be made by feeding the conductor cable through the endwall stud metallic wire protectors and into the sub -panel. Staple the cable to the centerline stud within 12 inches of the sub -panel and com- plete the connections of the conductors to the sub -panel terminals. Heating Crossover The basic hookup procedure is the same for all designs with only minor variations; those being (1) length of the crossover duct, and (2) diameter of duct. I The method of installation is as follows: 1. Connect each end of the provided insulated flexible duct to the metal duct connector on each half of the home by sliding duct over metal tabs on duct connector. 2. After mechanical connections are made, tape each connection with 2 -inch wide duct tape to insure an; air tight seal. 3. Permanently secure the crossover duct with straps as, shown in Fig. 5-29. Do not allow duct to rest on the ground. Maintain at least a 4 -inch clearance between' duct and the ground. SETUP PROCEDURES (Continued) DL DOUBLE -WIDE UTILITY INTERCONNECTION SUPPORT CTDADC (TVD NOTE: Some models may require that an axle or axles be removed to connect the crossover duct or connect the home air distribution system to the heating - cooling appliance. \.1 I\ \./ .J J \/ V L I\ V V \J I FIG. 5-29 Gasline Crossover Applicable only to models with gas appliances on both halves. The listed flexible connector supplied with the home must be used to make the connection. This connection will be located beneath the home. NOTE: DO NOT USE TOOLS TO CONNECT OR REMOVE FLEXIBLE CONNECTOR QUICK DISCONNECT. 1. Remove protective caps from the connector. 2. Connect the quick disconnect fitting. 3. Test for leaks with soapy water. Waterline Cross Connect Applicable only to models with plumbing on both halves (See Fig. 5-31). 1. Remove the shipping caps from water lines and install the provided connector. 2. Check for leaks. 3. In areas where exposed, piping is subject to freezing. Protect exposed piping with heat tapes listed for use on manufactured homes, and insulation. It is recommended that only U.L. listed heat tapes be used and installed in accordance with their listing. �} FLOOR �r n MAKE WATER CROSSOVER WITH CONNECTORS PROVIDED WITH THE HOME FIG. 5-31 32 DUCT NOTES: 5 STRAPS AS SHOWN TO FLOOR JOISTS. MINIMUM CLEARANCE TO GROUND TO BE 4". ALT. WATER LINE CROSSOVER BRASSIT S- IN ME JOIST aLE NOTE WRAP WATER W CONNECTOR MCDON AND ACCESS COMS WITH INSILATION IN FREE2ING TTO I5 CIMTES. WSLUTION OF WATER WS Fig. 5-30 Drainage Line Cross Connect Applicable only to models with plumbing on both halves. The connection may be made with field assembly of fac- tory supplied parts (Refer to drainage of 2 bath models, page 37), or when the below floor plumbing is factory in- stalled, a flexible coupler is used as follows: Use only the approved flexible coupler provided (11/2 inch, 2 inch or 3 inch, as required). See Fig. 5-32 1. Slip the flexible coupler over one end of the drainage line. 2. Align the pipes and center the coupler over the joint. 3. Tighten the clamps and check for leakage. DRAINAGE PIPE APPROVED FLEXIBLE COUPLER Fig. 5-32 SETUP PROCEDURES (Continued) INSTALLATION OF EXTERIOR LIGHT FIXTURES ELECTRICAL CONNECTIONS SHOULD BE MADE ONLY BY OUALIFIED PERSONNEL. MAKE SURE POWER IS OFF BEFORE INSTALLING LIGHT. The correct procedure is as follows: 1. Install threaded tube in the strap secured to the fixture outlet box as shown in Fig. 5-33. 2. Apply caulking around base of light fixture to insure a water tight seal to side wall. (NOTE: On units with ma- sonite siding, make certain the flashing ring is installed around outlet box.) 3. Connect wires, black to black, white to white, and ground to ground, using wire nuts. 4. Push wires into box and secure fixture in position using the nut provided on the threaded tube. Install the bulb. FACTORY INSTALLED LIGHT BOX-, THREADED ROD NOTE, SOME LIGHTS WILL USE TWO BOLTS WHICH THREAD INTO THE MOUNTING STRAP IN LIEU OF THE THREADED ROD ILLUSTRATED FIG. 5-33 VENTILATION OF SKIRTING AND CRAWL SPACE ENCLOSURE Skirting or other crawl space enclosures, such as found- ations, not only add to the appearance of the home but also provide important benefits in the reduction of heat loss. Enclosures also aid in reducing the danger and inconve- nience of damaged plumbing through freeze-up. Skyline Corporation recommends enclosing the under- side of the home; however, it is very important that any PORCHES AND DECKS Some Skyline manufactured homes are constructed with factory -built porches or decks along the front, rear or main entry door side of the home. Porches and decks may be constructed with pressure treated wood floors which readily permit the passage of rain and/or snow through the floor. The area under porches or decks constructed with pressure treated decking lumber must be separated from the crawl space enclosure of the remainder of the home. Ex- cessive moisture in the crawl space can be the cause of window or ceiling condensation and other problems associated with high moisture levels in the home. 33 enclosure be adequately ventilated. Ventilation openings need to be provided in the foundation or skirting along at least the two long walls of the home. The total area of ven- tilation openings should be at least 1 ft2 for each 150 ft2 of crawlspace area. An opening should be located within 3 ft. of each corner. METAL ROOF TIGHTENING Metal roofs may be tightened by the use of bonded washers secured to the roof rafter with #8 x 11/4" screws, placed in rows of four across with width of the roof and spac- ed at approximately 48" O.C. along the length of the roof. Care must be taken to assure that the screws are placed to penetrate the rafter. After application the screw heads and washers are to be sealed with a roof sealant material. CHAPTER 6 INSTALLATION OF OPTIONAL FEATURES ELECTRIC DRYER VENTING GAS DRYER INSTALLATION Homes factory equipped with an electric dryer recep- tacle will also have the moisture -lint exhaust system roughed -in. To complete the moisture -lint exhaust system the following must be performed: 1. Remove the covers over the vent hole in the floor. 2. Push the duct through the hole provided in the floor and connect to the dryer in accordance with the dryer manufacturer's instructions. NOTE: Some dryer manufacturers require that metallic duct be connected to the dryer and routed through floors and/or sidewalls. 3. Secure the termination fitting at the outside edge of the floor. NOTE: The termination fitting must be installed such that the dryer does not exhaust beneath the home. This may be accomplished by attaching the fitting to a piece of exterior grade plywood or, if the home is skirted, directly to the skirting. 4. Secure the flexible duct to the termination fitting with the provided clamp. (Do not use sheet metal screws or other devices which extend into the interior of the duct. 5. Seal the duct penetration through the floor with a good grade of caulking. CAUTION: THE MATERIALS PROVIDED FOR THE MOISTURE -LINT EXHAUST SYSTEM ARE NOT ACCEPT ABLE FOR INSTALLATION OF GAS DRYERS. Homes factory equipped with a gas dryer will also have the moisture -lint exhaust duct and termination fitting pro- vided. To complete a roughed -in system follow steps 1-5 under Electric Dryer Venting. Homes with "stubbed -in" gas service will also have the moisture -lint exhaust system roughed -in. However, the ex- haust duct and termination fitting are not provided. Such termination fittings should be supplied with the dryer at time of installation. The gas connection and completion of the moisture -lint exhaust system must be made- by qualified per- sonnel in accordance with the dryer manufacturer's installa- tion instructions. The gas connection must be tested (See Utility Hook-up and Testing) prior to use of the appliance. To complete the moisture -lint exhaust system, follow steps 1-5 under Electric Dryer Venting. GRILL / RANGE VENTING When a home is provided with a combination range (cook top)/grill that contains its own exhaust system, the exhaust must be routed such that it does not terminate beneath the home. To complete the exhaust system the following must be performed: 1. Remove the cover on the factory installed exhaust pipe protruding from beneath the floor in the vicinity of the range. 2. Secure the provided termination fitting at the outside edge of the floor. 3. Run the provided flexible metallic duct between the elbow protruding from the floor and the termination fit- ting. Support the duct and make the connections per the manufacturer's installation instructions provided with the grill/range. 34 Q INSTALLATION OF OPTIONAL FEATURES (Continued) PADDLE FAN INSTALLATION FOR DOUBLE -WIDE HOMES WIRED FOR MOUNTING ON CENTER BEAM A. FLUSH RIDGE BEAM For proper ceiling fan installation, an electric outlet box and the decorative center beam to contain the box have been provided for attachment to the ridge beam at the unit centerline. CAUTION: BEFORE FOLLOWING THE STEP-BY-STEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan at- tachment to the beam. (Also see Fig. 6-1 below.) wire to be inserted in electrical box without binding against center beam during installation. b. Leave approximately 4" of wire free in the box. 5. Secure the center beam in place over the center line joint. Be sure that fan supply wire is not pinched or penetrated with beam fasteners. 6. Secure electrical box to ridge beam with #8x 21/2" wood screws through the two holes in the top of the box. 7. Strip about 3/4" of insulation from the white and black conductor ends. 2. If the center beam (shipped loose) does not contain a precut hole for the electrical box, cut a hole with a hole 8. Position the non-combustible flash ring (provided) over saw approximately 1/4" larger than the box diameter at the electrical box so that finished surface (adjacent to the proper location (center line of hole should line up electric box) which is to be covered by fan canopy is with location of supply wire through ceiling) and not exposed. centered in the width of the beam. 3. Install the box in the hole and secure flange (Plastic box only) to the center beam with 4 - #6 x 1" screws. 4. a. Insert the ceiling wire through a knockout hole in the side of the electrical box. NOTE: It may be necessary to cut a notch from the top on the supply wire side of the center beam hole to allow the supply CEILING BOARD SUPPLY WIRE COILED & SECURED/ FOR SHIPMENT NOTCH BEAM AT HOLE IF NECESSARY FOR WIRE CHASE . SECURE BOX TO 2x6 CENTER BEAM WITH 4-#6x1" WOOD SCREWS (FIELD INSTALLED) 9. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wire. Be certain that • fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). DOUBLE WIDE RIDGE BEAM 2x6 CENTER BEAM — SHIPPED LOOSE FOR FIELD INSTALLATION – HOLE FOR BOX CUT THROUGH 2x6 (MAY BE CUT IN PLANT OR IN FIELD - SECURE BOX TO RIDGE BEAM WITH 2-#8x2l/2" WOOD SCREWS (FIELD INSTALLED) 'ELECTRICAL BOX (SEE NOTE 1) SUPPLY WIRE INSERTED IN FIELD THROUGH SIDE KNOCKOUT OF BOX NOTE: APPLICABLE TO U.L. LISTED PADDLE FAN WITH A SWIVEL TYPE MOUNTING BRACKET. FIG. 6-1 35 INSTALLATION OF OPTIONAL FEATURES (Continued) B. PROTRUDING RIDGE BEAM For proper ceiling fan installation, a prefabricated box has been provided and includes the electrical box for con- tainment of the spliced wires with their connectors. The prefab box is also designed to conceal the wire which is run through the ceiling where the fan is to be located. CAUTION: BEFORE FOLLOWING THE STEP-BY- STEP TEP-BYSTEP PROCEDURE, BE SURE THAT POWER TO FAN WIRE IS OFF. 1. Remove the fan manufacturer's installation instructions from the package and determine the method of fan at- tachment to the beam. 2. Insert the ceiling wire through a side knock out hole in the electrical box. Secure the wire in the electrical box clamp at a point approximately 4" from its end. .i BEM -77 FAN WIRE FROM CEILING (4' 3. Place the prefab box in its final position on the beam and secure the box,to the beam with #6 x 2" wood screws (provided) in the metal corner braces. 4. Strip about 3/4" of insulation from the white and black conductor ends. 5. Position the non-combustible flash ring (provided) over the electrical box so that finished surface (adjacent to electrical box) which is to be covered by fan canopy is not exposed. 6. Follow the manufacturer's installation instructions for mounting the fan assembly to the box and for electrical wiring of the fan. Use provided electrical connectors for splicing wires. Be certain that fan is grounded as specified in manufacturer's instructions and that wires are connected properly (white to white and black to black). FIG. 6-2 36 i -FAB BOX FASTENED TO BEAtrt 2-16x21 SCREWS EACH SIDE INSTALLATION OF OPTIONAL FEATURES (Continued) AIR CONDITIONING ELECTRICAL CONNECTION (Factory Provided Circuits) THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. THE COMPLETED INSTALLATION MUST CONFORM TO ARTICLE 440 OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES. Factory installed branch circuits for air conditioning are in- dicated on the data plate under the heading "Rating of Factory Installed Circuit:' The maximum full load ampere draw for the desired air conditioning unit must not exceed the indicated branch circuit rating. "A" coil air conditioning units installed must be listed for use with the furnace in this home; for air condi- tioning. installation, see the instructions shipped with the air conditioner. If a self-contained air conditioner is to be installed and connected to the heating supply duct the installation must include a damper beneath the furnace to prevent cool air from "backing -up" into the furnace during the cooling mode and a damper at the air conditioner supply to prevent heated air from "backing -up" into the air conditioner during the heating mode. It is recommended to wrap the dampers with insulation. The electrical connection is via a branch circuit terminating in a junction box beneath the home (See Fig. 6-3). The field installation wiring beyond the junction box, must incorporate a fused disconnect (sized in accordance with NEC Article 440) located within sight of the condensing unit. The maximum fuse size to be used with the fused disconnect is marked on the condenser data plate. The acceptability of the air conditioning equipment, rating the location of disconnect means, fuse type branch circuit protection, and connections to the equipment are to be determined by the local inspection authority. For some models the electrical connection is made to the home via a separate rigid conduit. The conduit is 1"and is run from the panelboard and terminates below the bottom board. A PVC cap is cemented to the end of the conduit and this must be cut off to provide access to the panel board. Wiring is then installed from the panelboard to the air conditioner per all applicable NEC & local codes and all requirements listed above. Condensation should not be allowed to drain under home. NOTE: REFER TO N.E.C. AND AIR COND. INSTRUCTIONS FOR INSTALLATION REQUIREMENTS DISTRIBUTION PANELBOARD JUNCTION BOX BENEATH HOME CONDUIT FIG. 6-3 NOTE: THE ELECTRICAL CONNECTION SHOULD BE MADE ONLY BY QUALIFIED PERSONNEL. On models equipped for installation of optional evaporative cooler, install the roof -mounted cooler ac- cording to the instructions with the cooler. For coolers without an integral air duct the cooler box shall be lin- ed with .016 in. metal. The factory installed branch cir- cuit for the cooler is sized for a maximum cooler elec- trical load of 12 amperes. 120 V. AC, 60 Hz. 2. Remove the cover from the roof -mounted junction box and make the connection of the color -coded wires us- ing the provided wire nuts. The electrical portion of the installation is now complete (See Fig. 6-4). COLOR CODE WHITE ................................. Neutral YELLOW ................................. Pump ,0A FIELD PROVIDED Q INSTALLED FUSED DISCONNECT REMOTE CONDENSING UNIT 14=III=III=III snl=ul_ul� BLACK ................................ High Fan RED .................................. Low Fan GREEN ................................ Ground EVAPORATIVE COOLER LOCATED ON ROOF OF HOME WEATHERPROOF BOX ROOF JACK ROOF ' • FIG. 6-4 INSTALLATION OF OPTIONAL FEATURES (Continued) EXPANDING ROOMS, SLIDE -OUTS, ETC. Where optional expanding rooms, slide -outs, tip -outs, provided for proper installation and set-up. etc. are provided, specific instructions and directions are INSTALLATION OF SITE INSTALLED ATTACHED STRUCTURES All site installed attached structures, including garages, porches, steps, stairways and landing must be designed and constructed to support all of their own dead load and all of the live load to which it will be subjected. Attached struc- tures should be constructed in accordance with the manu- facturer's installation instructions and all applicable local codes. In particular, attached garages generally require fire protection and GFI electrical circuit protection as required by local code. HINGED ROOFS AND EAVES Where optional hinged roof and/or hinged or mental installation instructions are provided. prefabricated field installed eaves are provided, supple - CEILING (PADDLE) FANS Site provided and installed ceiling fans are to be install- ed in accordance with the manufacturer's installation in- structions. To reduce the risk of injury, the minimum dimen- sion from the trailing edge of the fan blade to the floor must be in. accordance with the manufacturer's requirements. TELEPHONE AND CABLE TV Careless installation of telephone and cable television lines may be hazardous. Electrical circuits, plumbing and duct work are contained in the floor and walls of the home. Avoid contact with these systems when drilling into and plac- ing cables in these cavities. FAILURE TO FOLLOW THESE. INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. FIREPLACE INSTALLATION Because of transportation restrictions, fireplaces require The fireplace manufacturer's installation instructions on-site installation of additional section(s) of approved, listed and all required components for proper installation are in - chimney pipe, a spark arrestor and a rain cap assembly. cluded in each home with a fireplace. - 38 CHAPTER 7 UTILITY SYSTEM CONNECTION AND TESTING Many local jurisdictions have special requirements for utility connections and on-site inspection of these connec- tions. Consult with the proper authorities prior to utility con- nection. Only qualified service personnel, familiar with local codes and licensed where required. The drainage and water systems were tested for leaks prior to shipment from the factory. It is essential that they be rechecked by qualified personnel for leaks that may have been caused by vibration during transportation. WATER The water system has been designed for an inlet water pressure of 80 psi. If the manufactured home is installed in areas where the water pressure exceeds 80 psi, a pressure reducing valve should be installed. The water system may be connected to any safe, potable water source. The connection is via a single 3/4 inch inlet beneath the home. A master shut-off full flow valve must be installed in the water supply line adjacent to the home; this valve should be a full port gate or ball valve with threaded or solder joints. After removing the aerators from all the faucets, open all the faucet valves and allow the water to run for 15 minutes. This should remove any foreign particles left in the line that might cause an unpleasant taste or become lodged at faucet washers and cause dripping faucets. All exposed water piping subject to freezing should be protected by in- sulation and electric heat tapes (with an integral thermostat) listed for use with manufactured homes. It is recommend- ed that only UL listed heat tapes be used and installed in accordance with their installation instructions. DRAINAGE — SINGLE BATH The drainage connection is made at the 3 -inch main drain outlet. Care should be exercised to slope and sup- port the drain line from the home to the site sewage system (1/4" per foot slope). DANGER: IMPROPER OR INADEQUATE TESTING, CON- NECTION OR MODIFICATION OF ANY PART OF GAS OR ELECTRICAL SYSTEMS, ESPECIALLY BY UNQUALIFIED PERSONNEL, MAY BE EXTREMELY DANGEROUS AND MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. 39 DRAINAGE — 11/2, 13/4 & 2 BATH When applicable the parts required to bring all drain lines to a single point are provided as follows: 1. Pipe and fittings. 2. 1/4 pint of ABS solvent cement. 3. 10 feet of 3/4" x 28 gauge plumbing strap. 4. Ten 1/4" x 1" stove bolts. The procedure for bringing all drain lines to a'single point is as follows: 1. Remove caps on drain outlets and connect supplied parts together as shown by the drain line schematic shipped with the house. (Do not apply cement.) 2. Check to be sure that the assembly has the proper 1/4 inch drop per foot. 3. Mark each joint to aid in reassembly. Start at outlet end of system and remove, cement and reassemble each slip joint one at a time. Be sure to apply the cement on both male and female ends with a good even coating. 4. Using the 3/4" x 28 gauge strapping, strap the drain line to the center crossmembers of the frame placing a strap at each member (4 feet apart). Use a 1/4" x 1" stove bolt to secure strap in place. 5. Connect home drain to site sewage system as for single bath previously discussed. 6. Check completed system for leaks. GAS — The gas piping system was designed for a range of 7 to 101/2" of water column for natural gas and 11 to 14" of water column for LP gas. The manufactured home gas supply pressure must be within this range for safe and effi- cient operation of the gas piping system. UTLITY SYSTEM CONNECTION AND TESTING (Continued) The gas piping system was pressure tested for leaks prior to shipment; however, it is essential that the system be retested by qualified personnel for leaks prior to use. (Many utility companies require this on-site test.) The in- structions printed on the tag near the gas supply connec- tion must be followed (See Fig. 7-1). In some localities, utility companies and/or building in- spectors may require additional tests as follows: 1. Isolate all appliances with appliance shut-off valves. PRESSURE SHALL BE MEASURED WITH A MER- CURY MANOMETER OR SLOPE GAUGE CALI- BRATED IN INCREMENTS OF NOT GREATER THAN 1/10 POUND. 2. Pressurize the system to 3 psi and isolate the source of pressure from the gas piping. 3. Check the gauge after 10 minutes; there should be no drop in pressure. 4. Check the piping to appliances by pressurizing to at least 10 inches but no more than 14 inches water col- umn and applying a bubble solution to all joints and flexible connectors. CAUTION: DO NOT PRESSURIZE THE SYSTEM ABOVE THE PRESSURES STATED ABOVE. The connection to the gas supply should be made only by authorized representatives of the utility. NOTE: BEFORE A TEST IS BEGUN, THE TEMPERATURE OF THE AMBIENT AIR AND OF THE PIPING SHOULD BE APPROXIMATELY THE SAME — CONDUCT THE TEST AT SUCH A TIME DURING THE DAY WHEN AIR TEMPERATURES WILL REMAIN CONSTANT. Combination LP—Gas and Natural Gas System This gas piping system is designed for use of either liquefied petroleum gas or natural gas. NOTICE: BEFORE TURNING ON GAS BE CERTAIN APPLIANCES ARE DESIGNED FOR THE GAS CONNECTED AND ARE EQUIPPED WITH CORRECT ORIFICES. SECURELY CAP THIS INLET WHEN NOT CONNECTED FOR USE. When connecting to lot outlet, use a listed gas supply connector for manufactured homes rated at El 100,000 Btuh or more. ❑ 250,000 Btuh Before turning on gas, make certain all gas connections have been made tight, all appliance valves are turned off, and any unconnected outlets are capped. After turning on gas, test gas piping and connections to appliances for leakage with soapy water or bubble solution, and light all pilots. Fig. 7-1 NOTE: DO NOT BUBBLE CHECK BRASS GAS LINE FITTINGS WITH SOLUTIONS CONTAINING AMMONIA. 40 UTILITY SYSTEM CONNECTION AND TESTING (Continued) ELECTRICAL ALL ELECTRICAL WORK SHOULD BE PERFORMED ONLY BY QUALIFIED PERSONNEL. The electrical supply connection to the manufactured home may be made by any of the following methods depending on the manufactured home construction and electrical service: a. Listed 50 ampere manufactured home power supply cord. (50 amp service only) b. Permanent feeder connected to a factory installed mast weatherhead assembly. The routing, connection and support of the service drop is to be in accordance with local codes. Permanent feeder routed to the distribution panel through the factory installed feeder raceway which ter- minates beneath the manufactured home. A junction box or approved fitting must be used to connect the manufactured home feeder raceway to the supply raceway beneath the manufactured home. The proper feeder conductor sizes and the required junction box sizes are given in Table 7. After the connection has been made, the following tests should be conducted using approved test equipment: 1. Continuity test of circuit conductors 2. Polarity test 3. Continuity test of electrical grounding system OUTSIDE DISTRIBUTION PANEL BOARD Accessibility to distribution panel board, and the use of unit switches as disconnect means, is subject to the re- quirements of the local inspection authority. ELECTRICAL SYSTEM TEST With approved testing equipment, the following tests should be performed before connecting to the power source: • Continuity. Test of Circuit Conductors A continuity test with all branch circuit breakers and switches controlling individual outlets in the "on" posi- tion should be conducted. There should be no evidence of connection between any of the supply conductors (in- cluding neutral) and the grounding circuit. • Continuity Test of Electrical Grounding System All noncurrent carrying metal parts of the electrical system including fixtures, appliances and the chassis of the home should be tested for continuity with the grounding circuit. The following test should be conducted after connec- ting and energizing the electrical system. • Polarity and Grounding Tests of 15 and 20 AMP Recep- tacle Outlets With circuits and lighting circuits energized, use a receptacle polarity tester to check polarity and ground- ing of each receptacle outlet. MANUFACTURED HOME ELECTRICAL SUPPLY REQUIREMENTS TABLE 7 MAXIMUM LOAD & MAIN BREAKER SIZE (AMP) CONDUCTOR SIZE' (AWG) (TWO LINE AND ONE NEUTRAL) GROUNDING CONDUCTOR SIZE (AWG) FACTORY INSTALLED FEEDER RACEWAY' TRADE SIZE (IN.) MINIMUM JUNCTION BOX SIZE 50 6 #10 1 " 6" x 6" x 4" 100 3 #8 1'/4" 8" x 8" x 4" 125 1 #6 11/2" 10" x 10" x 4" 150 1/0 #6 11/2" 10" x 10" x 4" 200 3/0 #6 2" 12" x 12" x 4" 'Conductor size and feeder raceway sized for copper. 7500 rated conductors, types RH, RHH, RHW without outer covering. THW or XHHW. WARNING CARELESS INSTALLATION OF TELEPHONE AND CABLE TELEVISION LINES MAY BE HAZARDOUS. The manufactured home walls contain electrical circuits and the floor section may contain electrical circuits, plumbing or duct work. Extreme care must be exercised during drilling 41 through and placing of communication cables within these cavities, to avoid contact with these home systems. Such work should be performed only by qualified personnel. FAILURE TO FOLLOW THESE INSTRUCTIONS MAY RESULT IN SERIOUS PERSONAL INJURY OR DEATH. UTILITY SYSTEM CONNECTION AND TESTING (Continued) Multisection Frame Bonding B HALF Ground damp with screw Ground wire should be the same used on panel box Typical Under Chassis Feed Connections d a. Flex conduit a CONDUCTORS b. Feeder conductors c. Junction box B - Black'hor d. Raceway a R - Red 'hor I. Conduit connector W - White'neuln T. Approved electrical �/ G - Green'grour connectors g. Insulated bushing GROL/OMIC b Typical Meter Base Installations and Grounding E7 SOOR keys /PANEL fox ODIA MTION JUAY61 GROUND BUS BAR OriASSIS L GROUNDMG U ON CmAgEb TO GROUNDW ELECTRODE Front croamembers A HALF F: s� M METER I•� U BASE GROUNDING ELECTRODE GROUNDING / ELECTRODE OVERHEAD MRANCE SEfINCE DROM CONDUCTOR SERVICE AMPYUEL ENCLOSURE ENTRY SMI PEER NEC 27D 4 O M BONGED TO ElLCl.OB1J<E �� METER BALE NEUTRAL BUS BAR -Comm OR CARE MMIIVICE 42 b a UNDERGROUND ENTRANCE A . ' MAIN PMEI METER SERNCE ;4 MALE HEAD I .� sTW—v GROL/OMIC ELECTRODE ENTRANCE BELOW ROOF UNE CHAPTER 8 PROTECTIVE WINDOW COVERINGS If your home is destined to be set in Wind Zones II or III, then it has been designed to install protective window and door coverings, in the event of a wind storm. Two different types of protective coverings are available. Your home may have either, or both of these types. The first type of protective window covering is to attach plywood to a 2x4 member that has been installed around win- dow and door openings. The plywood is attached to the 2x4 members with #8 wood screws. The type of plywood, screw length, and screw spacing will vary with the window or door size. See Table 8 for these requirements. Note that the window sizes listed in Table 8 are the small dimension of the window or door (See Figure 8-1). Large openings (such as sliding glass doors) are required to be covered with a plywood and lumber frame assembly. See Table 8 to determine when this is required, and Figure 8-2 for frame construction. Window 2x4 Reeaiv Fasten plywood to 2x framing members w/full PVA white glue and 6d nails or p8x 2•' screws 6" o.c. all around. 02 SPF 2x4s, laid flat, 16" o.c. Fig. 8-2 43 AKndow iize. See Fable 8. CERT ; x109703 '. STATE OF jr X O N A l 2x4 Receiver 3/8"ply wood, APA Rated Exterior Sheathing with 20/0 span rating. Fasten 2x2s to 2x4s with 2-131nail. et each connection. 080-1/2" wood screws, 6"o.c. into 2x4 receiver. PROTECTIVE WINDOW COVERINGS (Continued) Table 8 - PLYWOOD TYPE REQUIREMENTS WIND ZONE II 1 ' WIND ZONE III MAXIMUM WINDOW SIZE STANDARD WALL AREA WALL AREA 'WITHIN 3' OF CORNER STANDARD WALL AREA WALL AREA WITHIN 3' OF CORNER WOOD SCREW SPACING 14.5" 1 1 1 1 16" O.C. 24.5" 2 3 3 4 16" O.C. 30.5" 4 5 5 7 16" O.C. 36.5" 6 7 6 8 12" O.C. 40" 7 8 8 9 12" O.C. 46.5" 8 10 10 10 10" O.C. 72" 10 10 10 10 6" O.C. All plywood for protective window coverings is APA rated exterior sheathing. Thickness and span ratings will vary with window or door size. Plywood listed below, with a higher number than is required by Table 8, may be substituted for a lower numbered plywood. 1. 3/8" with 20/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 2. 1/2" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 3. 3/8" with 24/0 span rating. Fasten to receiver w/#8 x 2" wood screws. 4. 1/2" with 32/16 span rating. Fasten to receiver w/#8 x 2" wood screws. " 5. 5/8" with 32/16 span rating. Fasten to receiver w/#8 x 21/4" wood screws. 6. 3/4" with 40/20 span rating. Fasten to receiver w/#8 x 21/4" wood screws. 7. 5/8" with 40/20 span rating. Fasten to receiver w/#8 x 21/4" wood screws. 8. 7/8" with 48/24 span rating. Fasten to receiver w/#8 x 21/2" wood screws. 9. 3/4" with 48/24 span rating. Fasten to receiver w/#8 x 21/4" wood screws. 10. Plywood with wood frame required. FIG. 8-3 F CERT ; #09703 = STATE OF f10N A l ��•��� In the event of a wind storm, the corners of this home will sustain higher wind pressure than the rest of the home. Therefore, it is required that windows and doors located within 3 feet of any corner be designed to withstand these higher pressures. Figure 8-3 shows the typical locations of the corners. Table 8 has separate columns indicating the plywood requirements for standard wall area and wall area that is within 3 feet of a corner. After the wind storm is over and the plywood has been removed, all holes made by the screws in the 2x4s should be filled with a weather resistant caulk. 44 PROTECTIVE WINDOW COVERINGS (Continued) The second type of protective covering is to attach 3/4" plywood directly to the window frame. This is allowed only on windows with metal frames. The plywood is attached to the window frame with #8 x 1" screws 8" o.c. around the win- dows frame (top, bottom and sides). The specific instructions for each window manufacturer are shown below and on the next page. DANGER: STORM SHUTTERS CANNOT WITHSTAND SEVERE STORMS. TO AVOID PERSONAL INJURY OR DEATH, CONTACT LOCAL EMERGENCY SERVICES NOW TO IDENTIFY EMERGENCY SHELTER IN THE EVENT OF SEVERE WEATHER. This direct fastening application was designed and tested for use on Philips Products series #22; 23 and 24 lap win- dows. Do not use on any other products. DUE TO THE LIMITED TIME BETWEEN WHEN A STORM WARNING IS ISSUED AND WHEN THE STORM COULD HIT AT YOUR LOCATION, WE RECOMMEND YOU DO THE FOLLOWING BEFORE A STORM WARNING IS ISSUED: 1. Purchase #8x1" sheet metal screws (enough for all the windows). 2. Buy shutters and get them cut to size, and marked. The shutters must be 3/4" thick plywood. 3. Store shutters and screws together in a dry place where they will be accessible. 3/ir (top 6 old e moxtmum /10' (bottom or SCREW LOCATION DETAIL INSTRUCTIONS FOR INSTALLING SHUTTERS ONTO A PHILIPS PRODUCTS LAP MOUNTED ALUMINUM WINDOW. 1. For each window size, measure the width and height of the exterior flange of the window. (These become the shutter dimensions.) 2. Determine how many shutters of this size are needed and get them cut to the proper dimensions. 3. Mark each shutter as to where on the home it goes, as well as marking which end goes up. 4. Mark the screw locations on the shutter (as shown below). 5. With the help of an assistant, lift the shutter up to the window and center it on the window. 6. Position the shutter so that the bottom edge of the ply- wood is even with the bottom of the exterior flange of the frame sill. 7. Fasten the shutter to the window with #8 x 1" sheet metal screws. Make certain the shutter does not shift out of position. HORIZONTAL CROSSECTION OF A TYPICAL ALUMINUM WINDOW INSTALLATION WITH AN ATTACHED STORM SHUTTER ROUGH OPD= STUD VERTICAL CROSSECTION OF SHUTTER "NDOw FRAME IMS IMA'LAMON FASTEWR ATTACHED TO FRAME HEAD AND SILL 17/1s• HARDeOARD MANDOW EXTERIOR FLANGE FRAW HUD FRAIE SILL LA 3/4" shutter IYPORrMT:4/1$ TRW it EXTERIOR DUE TO THE SHORTNESS OF C THE Dff0 OR fLANDE ON THE FRAIMES L, THE EDN Jul'�w 3/1r (at top and sides) UUST 3/18' (botban only) � 'fly. Fig. 8-4 44,,' 45 * Jowp� PROTECTIVE WINDOW COVERINGS (Continued) 500 AIRPORT DR. MANSFIELD, TEXAS 76063 (817) 473-4421 INSTALLATION OF PROTECTIVE COVERING AS REQUIRED BY H.U.D. FOR ZONE II AND III The following pages illustrate the application of an exterior window protection in the event of storms (such as hurricanes) as required by H.U.D. Please Note: Installation of protective coverings (such as those listed below) will Negate Egress of the window. Homes with protective coverings (such as those listed below) can not be occupied while the coverings are in place. Parts Required: 1. 3/4" plywood — enough for each window in the home. 2. #8 x 1" wood screws or longer (see below for quantity). The installation steps apply to both the vertical and horizontal sides of windows. The size of the window will affect the. number of fasteners needed. For windows with a face measurement of 30" wide by 30" high (or any smaller size), install 3 fasteners, spaced eight (8) to twelve (12) inches apart on the head and on the sill. Install four (4) fasteners, spaced eight (8) to twelve (12) inches apart on both the left and right frame sides. For windows larger than 30" x 30" with 46" x 60" being the Maximum size, add one fastener to each side for each additional eight (8) to twelve (12) inches in width and height. To determine the plywood size, (use 3/4" thick plywood) measure the width and height of the outside (exposed) return fin (edge to edge). Position plywood over the window. With plywood supported, drive one fastener through the plywood and window return fin near center of the window sill. Repeat this procedure for the other required sill fasteners. With covering attached at sill, continue driving fasteners around perim the above spacing formula. After the storm has passed, reverse the above procedure to r materials for future use. 7/16 TRIM APPR XA 1/2" 1— F p9 X 1" Screw ® 12" O.C. Max. HARDBOARD 7/16 Wood As Required By Design As Per MFG. Standard INTERIOR OF HOME 3/4 PI: wood WINDOW RETURN F1 Fig. 8-5 46 I I PROTECTIVE WINDOW COVERINGS (Continued) r Protective coverings may also be installed over doors and sliding glass doors in a different manner than described previously. First, remove the mounting screws holding the door frame to the exterior wall. Then place the plywood (or wood frame) from Table 8 over the door opening and fasten the plywood and door frame back into the wall studs through the same holes in the door frame. Use #8 x 3" wood screws 12" o.c. for doors. Use #8 x 4" wood screws 6" o.c. for sliding glass doors. See Figure 8-4 for a typical application of this type of protective covering. Door Size See Table 8 1 Plywood I face 1 grain I 1. Door Frame Wall Studs . ?F ' CERT #09703 = STATE OF <<- jr O fO N A L #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door Fig. 8-6 F lywwvu 11v111 lauic U #8 x 3" Wood Screws 12" o.c. max. #8 x 4" Wood Screws 6" o.c. for a sliding glass door SECTION B -B Due to the limited time between when a storm warning is issued and when the storm could hit at your location, Skyline recommends that the items necessary for the protective coverings be purchased and prepared before a storm warning is issued. Cut plywood to size and mark it relative to window/door location. Store plywood and fasteners together in a dry place where it will be accessible. Once the protective coverings have been installed, the home should not be occupied. 47 CHAPTER 9 FINAL INSPECTION Make a final inspection when home installation is complete to make sure that no items have been overlooked and that all work was done properly. Place special emphasis on the following "checklist" items: Water and Drain System. All water and drain systems work properly and do not leak. Appliance Function and Operation. All fixtures and ap- pliances have been tested and work properly. Windows, Doors and Drawers. All windows, doors and drawers work properly. Egress Windows. One window in each bedroom is designated as a secondary exit to be used in case of emergency. Each exit window is labeled as such with operating instructions. All shipping hardware should be removed, and the window should operate as explained in the window manufacturer's instructions. Exterior Siding and Trim. There are no gaps, voids, or missing fasteners, and all seams are sealed. Stack Heads and Vent Pipe Flashings on Roof. All stack head or vent pipe flashings are properly attached and sealed. Composition Roof. All shingles are properly attached, none are loose or missing, and all holes are filled. Skirting Ventilation. The skirting around the home has non -closing vents, located at or near each corner as high as possible to cross -ventilate the entire space under the home. The free area of these vents must be equal to at least 48 one -square foot for every 150 square feet of floor area of the home. The vent size must be increased to allow for in- sect screens, slats, louvers, etc., used over the open vent area. Low -Hanging Trees and Bushes. If there are any low - hanging trees or bushes near the home, trim or cut them. Think about the plants' possible movement during windy conditions or when covered by snow or ice. Exhaust Fan Operation and Air Flow. Check all exhaust fans for proper operation and air flow. Bottomboard. Carefully inspect the bottom covering of the home for loosening or tears from installation of pipes or wires. Seal openings around the floor perimeter, pipes or pipe hangers and splits or tears with weather -resistant tape. Anchors and Straps. Be sure the correct number of, an- chors have been installed at the proper angle, and that all straps have been tightened. Interior Details. Inspect for, and correct, all interior finishing details, such as loose moulding, carpet seams, etc. The retailers' representative should inspect the home with the homeowner, give the home owner a copy of the Homeowner's Manual, and brief the homeowner about maintaining the home. INSTALLATION INSPECTION CHECKLIST TO ENSURE PROPER HOME INSTALLATION AND HOMEOWNER SATISFACTION, THE FOLLOW- ING ITEMS SHOULD BE CHECKED DURING OR PROMPTLY AFTER THE INSTALLATION AND BEFORE THE HOMEOWNER TAKES POSSESSION: INSTALLATION / PLACEMENT: ❑ Alignment/Close-Off DW ❑ Foundation ❑ Level ❑ Tie Downs UTILITY CONNECTIONS ❑ Fuel ❑ Sewage ❑ Water ❑ Cross -Over Duct ❑ Electric 49 EXTERIOR ❑ Doors ❑ Roof ❑ Windows ❑ Siding/Trim INTERIOR ❑ Ceiling ❑ Paneling . ❑ Trim ❑ Floor Covering/Drapes ❑ Electrical Systems/Fixtures ❑ Doors ❑ Cabinets ❑ Plumbing '. ❑ Furniture ❑ Appliances ❑ Keys ❑ All Manuals ❑ All Warranties 49 SKVLiMME Corporate Office — P.O. Box 743 — Elkhart, Indiana 46515 DCP 7-96 go V^ crvs �0-13_x) W,GODSCHALK 12580 Cometa Avenue San Fernando, Calif. 91340 111YOV-r kap tite 5 �• w L� , 'o�l F /V ICAC �-- �l � A -S-r` N1. D. r� _ �a ::�� CO u,�Tr /U, A l-� o -F �l^e vt0. �-� o -P 74 o-� 1111-0- A]. W. �Q.0 4,/7e S A tb &9- cM o&J O.iv 4. Q u �R- �_'�,�• ` L �I� S .�.� . I .v SA � ( � �-� �cJ �� SCP Le4 (.Q Lo.v- lJ ,Q- Li o u (,d L t Ice- - -- QS T)4�L� si� o u ✓z ��,,.,., ► o.J �e A c' ae— La C -41--D o f A.)0/2- 2 dna 7'0 Lp P4 c p ll'� A -id.. ILQ- crF � v -rc) o v 2y Ll es Ca `fes 6 f L 7 .`l p,�-Hy kt +Ve-(_ N e Ck_) Jt CAtL Ar r(' NSC, --ep- w 4A^ v C 4A+ -k-A t -k e d-� L'U ( Arlo (e - 12 e --K — I -93 3 ©w )td.+^ e, t l LCLof 04/1 �cq � M, more-. ll'nle- t � ' 9 Ale. BUTTE CO. FIRE DEPT. CALIF. DEPT. of FORESTRY E] approved as submitted approved with conditions er attarhed -heet. Z (2 o Si�rialur2 date r Iai9Te-,e v� /r10T/�E� S PEs%WWP,;- EX I57-IA16 /)/t SEA77C ?WA 66 ZZ r ' 7-I 1Nr � FiEc.0 ILL STRUCTURES AND EQUIPMENT INCLUDING\ OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. / 3 A SET BACK OF Z Z FT. FROM THE SIDE AND 3D FT. FROM THE REAR PROPERTY LINE'S Aa%4D _ T e' -T. F€• ONA THEE ROAD CENTERLINE SHALL -BE CLEAR OF STRUCTI.s"RES AND EQU►PMENTafCEP'r FOR A 2 FT. EAVE OVERHANG.Ll EX/ST/A/Gi a� • �j jV pp l�i9 EE's Nom ' VEGL 7V EACH/ .,c/45L•6 = OVE2 /DO' ,f 4SP� �- ®4Q73 t �9/� Dag -37o -O,:2b 60 I CDF FIRE SAFE REQUIREMENTS 7-2-0 AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte'County Building -Department for compliance. [K]. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued.avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. ..All. driveway surfaces and structures.(bridges, 1273.07 culverts and other app.rtezant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [x] 1273.03 Grade. Not to exceed 16 percent unless paved.' 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature"of'less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to' those from 100-200 feet. [I] 2. The length of vertial curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273._05 Turnarounds. If required, will have a minimum turning �R radius of 4CFfeet from the center of the road.' 1273.05 Turnouts. Shall be a minimum. of 10 - feet wide and 30 feet long with .a minimum .25. foot taper on each end. [�] 1270.10 Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 feet along its entire length. - Page 1 of 3- _ . of - 3 7-- 2-0 OD CSF < kl-� AP # PERMIT # NAME ] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no more than 400 feet apart: [ 1273.10 Turnaround. A turnaround shall be provided at all building sites -on driveways over 300 feet in -length and shall be within 50 feet of the.building. 1273.11 Gates [ 1. Gate entrances shall be at least two feet wider than the roadway it serves. h�L 2. The gates must be located at least 30 feet from the f roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road -with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. V,] [VIL 1276.02 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from' ull property lines and/or the center of the road.ae 3 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 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 and fuel modification shall be completed prior to completion of road construction jr fi_iai inspection of a building permit. Page 2 of 3 • AP # PERMIT # -NAME Other Recuirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet. Choose any.3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - 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: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry -veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 f' t 1 r WX TAP- REE DN ` 9 _ £ Dr FLDDR a 3 SA.rt )4 rj. M�� SM -Eq R .LMUTY -C� I IA.BATFi _ 4 4 5 U&STER a pgpp A 210.2 SQ. FT. I ` r C- 14 -HO lo 2 . i' K o EF/S` Roks B mRDD M RAG 4 36:8I 1 7 7.0 S I.FT. �Q lG OD XfOrCHEaCD io �5 j RVrER -- t<4.1 SO FT EO61' moi_ SMkCK I"AX4, 6AR CR29 T = Dr m 6 RD; 3 5 Z 7 — 3 27- pppp���� 0 RAG — — — C>R 3QGiI p {..vs �u CLjDs�SEr it zn 0 LMNG RCYOM MEN r~ n 375.4 SQ- FT_ T55 -B SD. FT. 1 t� C7 => 6 ER'TRY 6 S m 6 O EGRESS O O O 1 7 17'-4" r, Q 26 —B i 6'—OA 27'— 3 4 a / n 8'-0 7/42. Z} This foor plan may be built as an7994 mirror image about the Jength and/or width axis, CUSTOM FLOOR PLAN � 5603B -i B WINDOW / DOOR SCHEDUI E UK Laws (UBS) LL#D.L x Z rL.1 o W CD rn on i Nexec: a.a tlf 3 37 5700 Ziv—�- s 9999 V. V. SLIDER SryNOTES I C ii 4904 3 B'—B` 4 5100 6 A s r—ir 32� 13.2 6.5 B 32 XBD BLANK 1 I i)F3CAlF'TlD1t LA2 SfZE 1 DESCRIPTIDN ,,E kucu= 2 nwnr'a s PAA I Z f 48 X58 36 XSB V. V. SLIDER 15.2 7.6 ) 36 X80 C R��tsE u=vs Cs) ^Z• 'rnr WOODLAND # 17 sHr. 3 46 X4C f H. SLIDER 13.2 6.5 B 32 XBD BLANK M=' t'� RDx �X7D AR RET;- FLEETYUOLD CUSTOM FLOOR PLAN F v 7 I 4S AlC SU ER FIKE0 i 9.7 2.D 5.2 _ z ucHT FDfTllRE 0 iuR SU"LY 55039- i 8 t i 1 30 X58 1 V. SLIDER 9.4 4.B I I w >� ® THER1A=rAT MMLW & CZXJNC Farr 19 CE UNC RECSTER er CS o A 12'-{0't 60'-0' roams REV w 12 3D X40' f H. SLIDER 5-B 3.2 , J 97 SHDKE D --T R p p SHEARVALL Supmwr QDsr 9 DD a 12'_1p x �p'�� SUNCREST ® DOflR B2 TRAMS. " RA�ii'J=flhtt� NR GRILL 5603B IVI.H.L- 2 Mobilehome Manufacturer: lqtefa-,y Manufacture Year: 2�O`-) If other than single wide, furnish Setup Model Number: Width: -9 1, (ft.) Length: !�:a (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobdehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[--]�Other: SUPPORTS: Concrete block[✓]' Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINCLL WIDE MULTI -WIDE Line 1 Lino 1 Line 2 Line 2 ..............................................:................................................ Main Beams Lino2........................................................................................... 0 2 Line 1 Liao 3 Lino 2 ................................................................................................ Main Beams ....................................................................................:........ Lino 2 Line 1 .... ................... e s a r Triple 4 ino 1 - Line 1 Piers: Size minimum: x Spacing maximum: ` From ends -maximum: ` Line 1 Openings Size minimum: x Each side of openings with width over: 1 4 0` Line 2 Piers: Line 4 Piers: Size minimum: `� x 03. Size minimum: I ] x [ Spacing maximum: 6 O Spacing maximum: 4 11 ` From ends -maximum] Z Q From ends -maximum: ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): 2 2 • ® M�m =,��U%ii=-MRA___ OVER �.._- L Owner's Name: 2. Assessor's Parcel Numbcr: O,--2 —:37(D-- 010 3. Installer's Name: D 4. Is the site currently under permit? Yes[ ] No[ Permit No. 5. Is the site an existing site? Yes[ ] No[ yes, furnish two lot lans . . P 'plans). 6.. What is the electrical rating of the mobilehome? % DOAmpere.s. 7. What is the mobilehome site circuit breaker rating?l=Amperes. 8. What is the electrical rating of the mobilehome site? / 06 Amperes. 9. Is the main service remote from the mobilehome site? Yes[ ] No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be se - ''by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No( yes, please identify the load and size: a) - The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] PropaneL,�/None[ ] 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (R.). 14. What is the mobilehome gas demand? 26 B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE_OTHER SIDE OF THIS FORINT MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 8.5 Y r E -Z TIE DOWN SYSTEM DESIGN LOADS: SINGLE WIDE COACHES DOUBLE/MULTIPLE COACHES CD CHASSIS BEAM SUPPORT PIERS --S ZE & E= 2' MIN. / 8' MAX. E= 2' MIN. 1 1' MAX. wlNo LOAD — 1 5 PSF SPACING AS R£COMMLNDED BY THE VARIES 10'-70' — W HOME MANUFACTURER C'3 — EVENLY SPACED BETWEEN o_ 1. THIS TIE DOWN SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A E FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. E MINIMUM SOIL PARAMETERS: TYPE 5 COHESIVE SOIL, WITH MINIMUM SOIL BEARING CAPCAITY OF 1000 PSF ❑ O ❑ 0 2. CHASSIS BEAM SUPPORTS SHALL BE LOCATED AND SIZED FOR THE LOADS RIDGE,BEAW SUPPORT AS AS SHOWN IN THE "MANUFACTURED HOME INSTALLATION INSTRUCTIONS". REQUIRED BY MANUFACTURER (TYPICAL) 3. IN AREAS WHERE DIFFERENTIAL SETTLEMENT (DS) CAN OCCUR, ❑ e E3 C7 ❑ MANUFACTURED HOME SHALL BE READJUSTED WHEN DS EXCEEDS 1/4", ❑ D ❑ ❑ OR WHEN IT WILL ADVERSELY AFFECT MOBILE HOME UNIT. E -Z TIE SUPPORT PAD 4. THIS PLAN IS INTENDED TO BE USED FOR MANUFACTURFO HOMES UP TO TYPICAL 3 SECTIONS IN WIDTH. CONTACT THE DESIGN ENGINEER FOR --g- NOTE g 8- ❑ [7 ❑ DESIGNS FOR MANUFACTUED HOMES OVER 3 S 10. 5. WIDE. - 5. STRUCTURAL STEEL: FABRICATED ACCORDING TO AISC SPECIFICATION. LENGTH NUMBER WOF WELD ACCORDING TO AWS SPECIFICATIONS. ELECTRODES -310 PLATED -ASTIR A36. BOLTS=ASTM A307. HOME 18" HT 40 4 6. THE E -Z TIE ASSEMBLIES ARE CAPABLE OF THE FOLLOWING LOADS:50' 4 HT HORIZ VERT UP IFI I fiC<• '�18" 2010 (lb) 6000 (lb) 89T (Ib) /.: =.��60'4 66' 4 21" 1825 (Ib) 6000 (Ib) 801 (Ib) � 70' 4 28" 1419 (Ib) 6000 (Ib) 629 (Ib) E 97978 36" 867 (lb) 6000 (lb) 385 (Ib) STATE APPROVAL 7 COATED. PROTECTIVE �Sc METAL OAEDTAL COMPONENTS AND ATTACHMENT ITEMS SHALL BE PROTECTIVE �� f C��c�✓-0 ENGINEERED TIEDOWN SYS I EM APPROVED 8- WHERE STAND IS PLACED ON EXISTING CONCRETE SLAB, 1/2" SLEEVE WILIECT TO CORRECTIONS NOTED ANCHOR BOLTS MAY BE USED TO SECURE PIER BASE PAD. Approval does not authorize or approve any omission or deviation froze requirements of applicable State laws and 9. ATTACHMENT METHODS FOR "C." 6c "J" BEAMS SHOWN ON SHT.1, regulations. 10. THE LONG DIRECTION OF THE E -Z TIE PAD (37") MUST BE State of California INSTALLED PERPENDICULAR TO THE CHASSIS BEAM. Department of Housing and Community Development ES AND STANDARDS �y i Date Igna�re) C SPA NO �S II.z GUS GUARD COMPANY P.O. BOX 128 This Man Approval Expires_ !1- 4- 2-00 ' CATHEY'S VALLEY, CA 95306 THIS TIE DOWN SYSTEM MEETS THE REQUIREMENTS PH 209-377-8354 • PH 800-322-2479 OF SECTION 1336.3 SUBSECTION (a). FAX 916-333-5207 WAYNE T. POLVADO, PE -LISTING NO. 99001 SHEET I of 7S N m w a_ 2"x2"x3/16" STL. ANGLE 3/8" CAD PLATED BOLT, NUT & WASHER COUNTER BORED FLUSH WITH BOTTOM (8) REQUIRED 1/4' STAND BASE I ,,- ABESCO ABS PAD #'503 DETAIL "A" 10.00 09/16 HOLE XF (4) REQUIRED ENT PL (TYP) 10.00I I STAND BASE -TOP VIEW 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES.AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ASS PAD #503 STEEL FRAME SEE DETAIL CHASSIS FRAME 3/4" DIA. x 18" LG. (4) REQUIRED R rl"-1 /- 1/2" DIA. HOLE (8) PLACES W ME TOP VIEW 1" x I"x 0.095 x 3" T.S. 1(4)1s (4) REQUIRED C$ 1.50 18 ♦ 30.00 STEEL FRA W ME TOP VIEW 1" x I"x 0.095 x 3" T.S. 1(4)1s (4) REQUIRED C$ 1/4" GRIPPER PLATE SIDE VIEW (2) REQUIRED 1/4" GRIPPER BASE 1/2-13UNC-A307 x 4" BOLT WITH NUTS (4) REQUIRED — 01/2"x 3" C.R. LOCK PIN WITH 01/8" BRIDGE PIN X a 2 1/2" A307 BOL n (4) REQUIRED COACH "C" FRAME C -BEAM = ATTACHMENT GROUND LEVEL COACH "J" FRAME 1/4"xl-1/4" TEK STS (4) REQUIRED 1/2" A307 BOLT (2) REQUIRED 1/4" GRIPPER ` BASE �- 1/2" A307 BOLT (2) REQUIRED J -BEAM ATTACHMENT E -Z TIE DOWN SYSTEM WAYNE T. POLVADO, PE -LISTING NO. 99001 SHEET 2 of 3 2"x2"x3/16" STL. ANGLE 3/8" CAD PLATED BOLT, NUT & WASHER COUNTER BORED FLUSH WITH BOTTOM (8) REQUIRED 1/4' STAND BASE ABESCO ABS PAD #503 DETAIL "A" CHASSIS FRAME 10.00 09/16 HOLE *BIENT (4) REQUIRED PL (TYP) 10.00'x1"x11 Go ' STAND BASE -TOP VIEW 01 1/2" SCH 40 PIPE RISER WITH 01/2" ADJUSTER HOLES AND 3/8" THICK TOP PLATE 02" SCH 40 PIPE STAND WITH TWO 01/2" ADJUSTER HOLES ABESCO ABS PAD #503 STEEL FRAME SEE DETAIL "A", -- 3/4" DIA. x 18" LG. (4) REQUIRED E —� 1/2" DIA. HOLE (8) PLACES 18.75 STEEL FRAME TOP VIEW ' x 1 "x 0.095 x 3" T.S. 1(4)30- I S (4) REQUIRED PLCS 1/4" GRIPPER PLATE (2) REQUIRED SIDE VIEW / f/4" GRIPPER BASE 1/2-13UNC—A307 x 4" BOLT WITH NUTS (4) REQUIRED COACH "C" FRAME 01/2"x 3" C.R. LOCK PIN COACH "J' FRAME WITH 01/8" BRIDGE PIN I li T 1/4"x1-1/4" TEK STS (4) REQUIRED 1/2' A307 BOLT (2) REQUIRED 1/2" A307 BOL (4) REQUIRED C -BEAM ATTACHMENT GROUND LEVEL 1/4" GRIPPER I BASE 1/2" A307 BOLT (2) REQUIRED J-8EAM ATTACHMENT E -Z TIE DOWN SYSTEM WAYNE T. POLVADO, PE—LISTING NO. 99001 SHEET 2 of 3 1.50 ♦ $ 30.00 18.75 STEEL FRAME TOP VIEW ' x 1 "x 0.095 x 3" T.S. 1(4)30- I S (4) REQUIRED PLCS 1/4" GRIPPER PLATE (2) REQUIRED SIDE VIEW / f/4" GRIPPER BASE 1/2-13UNC—A307 x 4" BOLT WITH NUTS (4) REQUIRED COACH "C" FRAME 01/2"x 3" C.R. LOCK PIN COACH "J' FRAME WITH 01/8" BRIDGE PIN I li T 1/4"x1-1/4" TEK STS (4) REQUIRED 1/2' A307 BOLT (2) REQUIRED 1/2" A307 BOL (4) REQUIRED C -BEAM ATTACHMENT GROUND LEVEL 1/4" GRIPPER I BASE 1/2" A307 BOLT (2) REQUIRED J-8EAM ATTACHMENT E -Z TIE DOWN SYSTEM WAYNE T. POLVADO, PE—LISTING NO. 99001 SHEET 2 of 3 Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and . return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No budding permit w' be issued until this verification is received. 1. I personally plan to provide the major Jabor and materials for construction of the proposed pro erty,improvement : YES NO[ I. 2. I HAVEVt HAVE NOT[ , ] signed an `application for a building permit for the proposed work.... 3. I have contracted with the following person (firm) to provide, - the proposed construction: NAME: ADDRESS: CITY:.. . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to ' provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: Com: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following -persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: V PROPERTY 0WNER4\hGn&A �Li SOCLXL SECURITY NUI ER: Y-_JDATE: -7.1 � 7, /CO NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 r Dear Property Owner: An application for a building permit has been submitted in your name fisting yourself as.the builder of . . property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed .and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with_ the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ` 0 If you employ or otherwise engage any'persons other than your immediate family, and the work-(mcluding materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you. are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions.'.. 0 There may be financial riskifor you if you do not carry out these obligations,xand these risks are:especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your y obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial C Accidents. If the structure is intended for sale, property owners who are not licensed contractors are.allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuildee, building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This 0,xne;-Builder Information is required by Section 19830 of the California Health and Safety Code. Mav 1995 2.27 *, E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sant to B.D. Z bl lQr� TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Loc on AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance foi�3w_ elling Other lC�9 i- Hold final for: Final clearance O.K. for: NOTE: 7� Environmental Health Specialist Date a .j AAROVED ❑ CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE •• Permit It: DO — ' b 1 S Date: Genera/Informabron Owners Name:C N L- L �2�� (� l a B1J L� d� Parcel Acreage: Owners Address: �<� )/V �— (Z C �� 2D Building Site Address: �j �j 4-2. )/V Prooertylnformation Permit Type: ❑' Agriculture Building ❑ Commercial ❑ Industrial M Mobile Home ❑ SFD ❑ Residentlal Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zone District: — Date of Zoning Ordinance: General Plan: AR Development Agreement: Use Permit: u e Do — Variance: Parcel Is In: Land Conservation Agreement ® No. ❑ Yes, check use Minimum Acreage: Nitrate Action Plan §No ❑ Yes Violation Area IS No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N 17Cohasset Enterprise Zone rM No ❑ Yes, check use Floodplain ® No ❑ Yes Zone: Panel Number: Watershed Protection Zone 41 No ❑ Yes Pr000sed Use Complies With: General Plan Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drairage Improvements Required: ❑ No ❑ Yes Acolicable Setbacks: ❑ Other Other Zoning Code Street & Highways Fre Prevention Subdivision Ma Front �O Side IS Side street Rear G v Height Septic Permit Review: Well Permit Review: Land Development Review: ❑ Map Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/hWMulti) ❑ No ❑ Yes Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed 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: _<< LCOL 2-)D3- 8g ) NQQ, 87- Date of Recording: Lot: Block: Book: Pte: Anditions That Must he Met Pricr to Issuance of Permit ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compriance (See Planning Division for application). ❑ Construction acoss property lines is not permitted (See Land Development for a Merger Applkation/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 EHD requirements. ❑ Other :eneral Comment: • io 1 F1' ceS ®O�JII N w V Cie (D 1 C J C } 1� J C C 1v 18'-0"ELECT C Im a 1 '"GAS VIE 3' -2 "WATER 0 SVu o s.-�.. 9•_Z•• 1 1 '-04" i 4'-1 oj.. T_ i 4640 �. 7 3040 1 4610 4658 I / o 'HDI 3280 =;P� $ 3 HWRR D� D . 30 �I DINING AREA ------- 6' M Fibs 24 OPT 0'HD ?A (�( im / �r MIRROR OPT 11 D _11 W I UR MIRROR 3To L 11 — m W - ��y� CD -ate III PAkiw 60" SHELF 1�* 3 nZ 27'-4"I! 1 CD m o OPT COOLER -- 28 L -J '---- a 28 BEDROOM #3 c 28 28r� �! ' GREAT ROOM. �� � a 6 nn16 �� ate' 30— D 01( z� � �b gd s 0 OPT 28S o 1 pa) eco OPT 28pC1t% N N 2NaO j,rlyf 3O� a LIVING ROOty. J�J �D) Ln MASTER BEDROOM ks� _�•� 3680 OPT DEF% 3658 /� 4658 4658�Jj� X0% •� �Q"' �u wTuJS 60'-0' SW s �. 17•-4" SV! 2 !- .• 0 16'-0" \ � , o� s�w�s SW �,�{�c�ec•Q'�- o '�i-��sfrcAcD �� � FLE/E-rwar�0_ NOTES: ALT KITCHEN 2 m� NE C SCALE: 16"=1'-0" MODEL NO. SERIAL NO. SKTt 11. 0� 2. DEN OPT LINE DRAWING W OPT.MSTR. BATH 5/12/00 REv _ 56036 — 0F" , .LAND O.F NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES �.�,r•'� 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 June .26, 2000 Mark & Rhonda Cheek 68 Spring Creek Road Oroville, CA 95966 CERTIFIED MAIL. Re: Administrative Permit, AP 028-370-020 Dear Mr. Mrs. Cheek Enclosed is your validated Administrative Permit No. ADM 00-15 to allow Administrative Permit (Aunt Minnie). Should you have any questions regarding this matter 1please contact this office between 8:00 a.m. and 4:00 p.m., Monday through. Friday. Sincerely, Thomas A. Parilo Director of Development Services Tammie Powell Office Assistant II Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry ADMINISTRATIVE PERMIT for TEMPORARY MOBILE HOME TO: Mark & Rhonda Cheek FROM: Thomas A. Parilo, Director of Development Services DATE: June 13, 2000 FII.E: 00-15 PURPOSE: Administrative Permit on AP# 028-370-020 for a temporary second dwelling to be located at 68 Spring Creek Road, Oroville, CA, in the A-5 (Agricultural, 5 acre minimum) zone. PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements. 1. A mobile home certified under the 1974 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to Muriel Cheek. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home. 3. The temporary mobile must meet the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments or Districts. 4. The siting of the mobile home shall be exempt from the site requirements of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butte County Code Chapter 28A. 5. The mobile home is declared to be a -temporary use on the property, accessory to the primary unit, and shall not be placed on a permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6.. The permit shall be granted for a term of two years. Extensions of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed, with the Planning Division, within 60 calendar days prior to the date of expiration. 7. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after. expiration of the Permit. If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. 8. The Permit may be revoked if any of the terms. or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of $1,500 for a single -wide mobile home or $2,000 for a double -wide mobile home. Permittee Signature Date Randy Wilson, Principal Planner Date RECEIVED i U N 2 3 2000 BUTTE COUNTY PLANNING DIVISION Dew .dopment Pla DATE ` 2 6 20 USE PERMIT -VARIANCE _ VARIANCE MINOR U.P. - . ADM.PERMIT PLANNING COMMIS DIRECTOR OF L DEVELOPMENT SE V' moo. EX157- / .P�3irat7V� � 50 � 7-/6- /.vTZ) XAT/oc/ w.9rLZ I✓.IE" E.xis�-/.cila SEPT/C �•t LEJ'9G,/ . ,EX/S7/il/Gi ,vo7�6- : AvEcL Tri t E�cl.l o vE2 ioo' Selw,6_ /".6o' 3� .o 73 r 7c o �v cmO U z moo. EX157- / .P�3irat7V� � 50 � 7-/6- /.vTZ) XAT/oc/ w.9rLZ I✓.IE" E.xis�-/.cila SEPT/C �•t LEJ'9G,/ . ,EX/S7/il/Gi ,vo7�6- : AvEcL Tri t E�cl.l o vE2 ioo' Selw,6_ /".6o' 3� .o 73 � � A R rc M cr � � 'RESIDENTIAL 028-370-020 PERMIT#97-0267 CHEEK, Mark & Rhonda 68 Spring Creek Rd., Bangor Cont: Skycrest Bldg Systems [y MH on Perm Fnd Ex Site I r THE HCD FORM 433A FOR THS C'ANNO - BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED TO THE B IV: (2) STATEMENT OF FACTS(ONLY N NEW MH'S) CO TO VE S ' 0 a 4 i °4-7o-- 6S/o - .T OFFICE COPY Address ------------------ er By �� 1 Eeter By IV Meter By Date '�AJOB;FINALED (Date) — signature 1 1 f I, V=OK, , 0 = Not OK Not Applicable Not RMOBILE DOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, LocatiorrTest-Fall-C/O-Concrete MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailinga/eneerStucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings 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 x, 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-Usted 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /VtL / /Nat. or/ /'tl t./ /LPG j 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBIJEHOME INSTALLATION(Plans) OK except #'s Zo ' g Requirements- Setbacks Easements i Lerfootinp-, Size -Spacing -Marriage Line L1,4351 -s-, MH Test-DemandAlahoe-Connector 4. Elec i '(y; MH Test -Crossovers -Breakers -Clearances rain; MH Test -Fall -Flex Connector Water; M Test -Regulator -Connector I 17TN-ater and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged . o s -Type -Installation Cert. ts; *p4kelch 11. Certof Occupancy Date Dat � 17 Card B-1 Date Card B-1 Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSize-Depth-Spacing-Connectors-Steel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailinga/eneerStucco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings 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 x, 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-Usted 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable * = Not Ready RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors UNDERFLOOR (Plans) OK except #'s 47. 1. Zoning-Setbacks-Easments-Flood-Slope 48. 2. Ftg., Main; Soils-Elec. Gmd.-/ i Ftg. Depth 49. 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P Ftg. Depth 50. 4. Ftg. Porches & Decks; Soils -Steel-/ /' Ftg. Depth 51. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 52. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 53. 6a. Hold Downs and Special Anchors 54. 7. Slab, Steel -Wrapped 55. 8. Piers -Fireplace Ftg.-Steel 56. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 57. 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 58. 11. Water Pipe; Test -Anchors -Regulator -Service Test 59. 12. Electric Underground 60. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 61. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 62. 15. Access & Ventilation 16. Insulation Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Card B-1 Date Card E-1 Date Ext Steps -Door & Sidelight Protection -Landings PLUMBING (Permit) OK except #'s 64. 17. Water Htc; Vent -Access -Combustion Air Baffle 65. 18. Water Pipe; Test & Anchor -Nail Protection 66. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 67. 20. Shower Pan; Test, First Floor -Tub Access 68. 21. Test Tub & Shower, Second Floor -Tub Access 69. 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance Card B-1 Date Card B-1 Date Elec. Outlets & Recepticales at Kit. Counter ELECTRICAL (Permit) OK except #'s 74. 23. Fixture & Transformer Clearance -Ins. Protection 75. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 76. 25. Size Boxes & No. of Conductors Stapled 77. 26. Romex Installed Close to Edge of Studs & C.J. 78. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 79. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 80. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 81. 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 82. 31. Service -Riser Conductors & Ground -Main Disconect 83. 32. Equip. Clearances Panels-Motors-Mech. Epuip. 84. 33. Clothes Closet Light -Shower Light -Spa Light 85. 34. Smoke Detector 86. Water Well, Disconnect, Electrical, Plumbing Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date Ventilation Throught House Card B-1 Date Card B-1 Date Glass Protection MECHANICAL (Permit) OK except #'s 90. 35. A.C. Ducts Insulation & Support 91. 36. Vent Fan, Exhaust above insulation 92. 37. Condensate Drain & Overflow, Size & Grade 93. 38. Furnance Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) _ 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htc; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 NO/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DTVI N -� 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538- 1 PERMIT NO - (Rev. 12/96) (Rev.12/96) APPLICATION AND PERMIT �7- d, ASSESSOR PARCEL NUMBER 98-370-020 A5 ZONING BUILDING PERMIT OWNER MARK & RHONDA CHEEK TELEPHONE SO, FT, OCC. BUILDING VALUATION 1440 R 77 760.00 OWNER'S MAILING ADDRESS 68 SPRING CREEK RD OROVILLE CONTRACTOR'S NAME SKYCREST BLDG SYSTEMS TELEPHONE ' 342-2694 CONTRACTOR'S MAILING ADDRESS 13468 HWY 99 CHICO CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ 77 760.00 ARCHITECT OR ENGIN=ER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ X1 X 270.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 68 SPRING CREEK RD Energy Plan Checking Fee $ $ BANGOR PERMIT FEE $ 313.25 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome M Other SPECIFY Solar or heat'pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW MH ON PERM FOUNDATION EXIST. SITE Gas piping system 1 - 5 outlets 1 15.00 1 is nn Building sewer 15.00 15 00 Mobile Home ISI Gi W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoos oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.�j q n License Class I Lic. No. oc / s 4 I /� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the fallowing reason: ❑ 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 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 is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier C O(,D 6W Eiq 6 L& Policy Number a W C 37!21 of i (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date FEB J_3-9 77_ Signature of Applicant-- ❑ Owner C tractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction-,, of structures over 3 stories in height. Main Service To 46.00so CCU000A NEW CONST. DWELLING OCCUP. SO WEE OR ADDNS. ( a ACC. BLDS. 3.5¢Fr; N COINS9 NON•RESIDT BRAMULTNCH CIRCUITS @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL @1.o Ex. Occup. ouTELETS RESU.OFR.A. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.0 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling - Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 421.25 HAZ. , D. FEES IMP F7CDF PARCEL PD ISSU This permit is hereby issued under of the Butte Coun Code and/or indicate • above for which fees have A �B` By vv PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date G 7 2S� 0,1 Receipt No.:�7,/L2(j01 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 1'Ht�y.� Y',fi."F.j.1��Q�`^'TM!'JjG•r"i+�iiNi„'I`"*i}fIFS+ni:YN l."1^'."r1...,. r 'C0UNTY0F13UTTE - DEPARTMENTOFD�VEWPMENT SERVICES - BUILD N DIVISION 7COUNTY CENTER DRIVE -OROVILLE,CALIFORNIA 95965-TELEPHONF-(6)538-7541 PERMITAPPLICATION DATA SHEET OWNER /0, ( , Proposed Building Use 14 p h �A. P. No. :L- 5-0 7 D o id Building Inspector___C,) 4k Date 2// At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated' and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $ . .......................... :............... Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees.......................... 1\ Flood elevation letter (100 year flood by California Engineer . ............: :: . Sanitation and plot plan approval Health Department. .. r 15. City of Chico plumbing permit . ......................................... F" 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ...........� 19. Driveway permit (construction approval required prior to occupancy). .. ... Preanspection request 20. Pre -inspection for required. .. to Bui1d n9 1ngPe�r (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ ' 24. Recorded copy of Agricultural Acknowledgement Statement . .................. .25. Letter of signature authorization ......................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road..... . 27. Letter of intent on -building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....... ' ................................ . V.Plan check list. r. ............................... . 33 r`'e When you issue the permit, process as follows: Mail owner. Mail to contractor. _ Telephone 3Itz_2 6q`( and hold for pickup at office. Deliver with inspector. Other r Parcel Creation fie- ?7 Acreage �epplicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone —mail C nter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance. E.H. USE ONLY MPI. AMhW PIm Pion AMbcbed Sort to B.D. / Plan Approved for: Sewage Disposal_ Water Supply: Clearance for bedroom obile om . Other I_ If. t , Hold fi Final L NOTE: OA. for: Environmental Health Specialist 2/01) Public AP# Private Well, Date I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 ,SCHEDULE OF FEES DUE OWNER �22 I A.P. #_2 PROPOSED BUILDING USE ►�p�•�,.c _ ,,. _ DATE REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ......... $ -- Additional Fees Due ............ $ -- Re ' ed Plan Checking Fee ....:. $ 2. SCHO4<OL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the planchecking process. APPLICANT Original -Owner Copy -Building Div. DATE (Rev. 12/96) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Building Department No. A.P. Number Jurisdiction: City EeCounty Property Owner Property Locatic Subdivison Lot No. Residential Development 'Sq. Footage 14q D Aan"__, No. of Living MHI Addition kmp u _pR) Units -70 0 ALb Commercial/industrial Sq. Footag e Ne Addition (Including �xterior fed Areas),. C;J 0470q �7 Sing Department FRTepresentatilve, Date (Floor Plans reviewed by School District Personnel) Identifica[tiqR N9. Sc ol District certifies that 4c. ool Dist(ict ci i . at tp_p�cant) (Street Address) (Phone Number) i A. (City) (State) (Zip Code) has complied with the require !nts of Resolution No. by payment of$ r,�presenting square feet. AB 2926 /" 71- �� FULL MITIGATI District Representative Date -ZW- Paid by Check # Remarks: -Vtzf�"_1 Bank Number Paid by Cash If, subsequent to the School District Representative signing this Butte -County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project - is being reviev�ed under the California Environmental Quality Act (CEQk), this project may be subject to additional schobl fees to fully mitigate its imp�& on the school district's schools. White �ipplican% Yellow (building department), Pink (school district) feeformmkl (11/94)dmm APPROV EDW, once CovEt ntal may� h c" h ...... ...... 8 CENTERLINE SUPPORT REQUIREMENTS a Nom. THIS SWET TO BE IHSERTED 119TH SWFLE)AENT TO FIELD INSTALLAT ON MANUAL s FOR 20f ROOF SNOW LOAD. SEE ABOVE PRINT FOR LOAD REQUIRDAENTS. 4 201 ROOF LIVE LOAD 602644 -28 -CATH �� SIH �jP1 a 1 4 FLff � 51 PC. 6-48J DRAWN BY : DATE: 05-1 Milo m m m �9 rJi n r z m to 0 m 01 'L t� y r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 89:1-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER l PERMIT NO. i A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work =y is completed. If you have any questions pertaining to this matter, or need additional explanation, - please contact this office immediately. ,# // % L Date Z Inspector REV 10/92 RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: NAME BUILDING DIVISION STREET 7 COUNTY CENTER DRIVE ADDRESS OROVILLE CA 95965 CITY, STATE and ZIP 97-0080:38I Rec Fee I Total Recorded I Official Records I j County I B�te I Candace Grub I Recorder , I 1:15pm 4 -Mar -97 I COMS XX .00 .00 SPACE ABOVE THIS UNE FOR RECORDER USE ONLY 1 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 dote 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. MARK R. AND RHONDA K. CHEEK REAL PROPERTY OWNER/LESSOR 68 SPRING CREEK ROAD MAILING ADDRESS OROVILLE, BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP SAME UNIT OWNER (If also property owner, write "SAME'l MAILING ADDRESS CITY COUNTY STATE ZIP 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 97-0267 (916) 538-7541 BUILDING PERMIT NO. TELEPHONE NUMBER 3/4/97 SIGNATURE OF LOCAL AGEN FyOFFICIAL DATE COUSIN GARY'S DEALER NAME (If not a dealer sale, write "NONE'l 91265 DEALER LICENSE NO. UNIT DESCRIPTION SKYLINE 2/3/1997 2237 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER X518 A& B 60'X26' UL1441668, 441669 SERIAL NUMBER(S) LENGTH X WIDTH INZOUNIA/LAOU NumacnlJI A. P. #028-370-020 REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER THE NORTH HALF OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 4 TOWNSHIP 18 NORTH, RANGE 5 EAST M.D.B.&M. LYING NORTHERLY OF THE CENTERLINE OF SWEDES FLAT ROAD. �MtyNTOFy�G�y HCD FORM 433(A) Rev. 8/91 WHITE—County Recorder CANARY—HCD PINK—Applicant GOLDENROD—Building Dept. —e7 fi � r PERMIT NO. 3201-87P,E(MH) _ PERMIT EXPIRES k OWNER RHONDA CHEEK CONTR. Owner 1 ASSESSOR PARCEL 28-37-20 LOCATION 68 Spring Creek Rd, . i t y , ./DOT E Lv/ OFFICE COPY Temp. Power A Address I Called PG& e�,Date ► Temp. Elec. Ser ELECTRIC Date Called PGBI Meter By — t Temp. Gas Service u�. - i Called PG&E JOB FINALED (Date) Signature = OK '0 = Not OK - = Not Applicable ' = Not Ready i Mood RE HOMES MISCELLANEOUS Date M0131LE HOME UTILITIES"(Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s riing Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements WZ'Sqjils; Special MHS ort -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel ewer; Locatio es a -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails ater; Location-Te6 asement Nee Q_(Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing . Electricity; Location-Clearanc - n p -Concrete 6. Gas; Location -T t -Wrap: / /"L"ft. / /"Nat. ort01 ft./ t;KPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors . Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -B1 Date 1J-2--$ Card -81 Date 10. Roof; Shthg-Roofing Card -B1 Date//-y-�JCard-B1 Date r 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -131 Date 2. Footings; Size -Spacing -Marriage Line Card -81 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 7i 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/0 to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 5. Elec.; Pool Lighting; 15 bolts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed ( 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater i I 8. Elec.;Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -B1 Date Card -B1 Date Card -131 Date Card -131 Date j 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test i I Card -61 Date Card -131 Date Card -131 Date Card -131 Date = OK 0=NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning requirements -Setbacks -Easements 44. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils -Steel-/ P' Ftg. Depth 46. Fireplace Ties or Type A Flue -Fireplace Throat 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 49. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 50. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test- 54. Siding -Nailing Veneer 12. Electric; Underground 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance -Material -Su pprt- Ins. 56. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 57. Shear Walls; Nailing -Bolts 15. Insulation 58. Insulation-Walls-Clg. 59. Infiltration-Walls-Wndws Card -B1 Date Card -131 Date Card -81 Date Card -131 Date Card -B1 Date Card -81 Date Card -B1 Date Card -61 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 60. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 61. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access - 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -B1 Date 66. Stairs & Rails Card -B1 Date Card -B1 Date 67. Fireplace or Stove; Clearances -Hearth Date ELECTRICAL (Permit) OK except #'s 68. Elec. Outlets at Wood Panel; Int. & Ext. 22. Fixture & Transformer Clearance -Ins. Protection 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 71. Garage Fire Door; Swing -Landing -Closer 25. Romex Installed Close to Edge of Studs & C.J. 72. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 73. Wtr. Htr.; Vents -Clearance -Comb. In Garage; Above Floor-Mech. Protection Air-Connector-P.R.V.- 27. 2 Appliance Circuits in Kitchen &Conductor Size 74. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 76. Insulation -Foam -Looked in Attic 0 Yes 77. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 79. Following instld.; Drive 0 Yes O No; Walks 17 Yes O No; Planters ❑ Yes o No 80. Stucco; Brown -Finish Card -Bt Date Card -B1 Date 81. A.C. Unit; Disconnect, Electrical, Plumbing Card -B1 Date Card -B1 Date 82. Vents Above Roof; PIbg.-Appliance-Firep I. -Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 33. A.C. Ducts Insulation & Support 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 34. Vent Fan; Exhaust above insulation 85. Ventilation throughout House 35. Condensate Drain & Overflow; Size & Grade 86. Glass Protection 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Corrections from Previous Inpections 37. Attic Access & Platform if Furnace in Attic 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/0 to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -131 Date Card -81 Date Card -131 Date Card -131 Date Card -131 Date Card -B1 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -B1 Date 38. Sills, Proper Material & Anchors Card -B1 Date Card -131 Date 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rat proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit iob site) r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ,,PERMIT NO. 7 County Center Drive - Oroville, Cailiornia'69965 - Telephone: 916/538-7541, APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER • -7,2 3 7- ZONING BUILDING PERMIT 7OWNER TELEPHONE S0. FT. _OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee. $ 10;00 LENDER'S MAILING ADDRESS- Permit Fee ARCHITECT OR ENGINEER . LICENSE NO. Plan Checking,Fee $ Energy Plan Checking Fee* $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty, BUILDING ADDRESS Permit fee PLUMBING PERMIT FilingF6,e' 10.00 'Each Trap 2.00.. • Solar or heai:p6mip water heater 20.00 LOT NO. . SUBDIVISION.NAME PARCEL MAP Water piping 5.00 Eich qas water heater or vent 5.00 USE OF STRUCTURE SF F-1 Duplex'R- Mobileh'o'me Other SPECIFY Pas piping system 1 5 outlets 5.00 Building sewer 5.00.1 Mobile Home J"S'GJ'W,,F� 0 00 ea TYPE OF WORK New F] Addition[_] �Remodel ❑ uti 1 ities,k] Ins tallationEl Ifl Other ❑ Describe work: A rh 1/3 Permit Fee,- Contractor ELECTRICAL PERMIT Filing Fee 10 o6 600V OR L Main service ESSSES R 100 AMP OL T 110.00 Main service EA.- AOD'L .100 AMP 2!50' CONTRACTORS LICENSE LAW •NEW I dectire under pena-Ity,of perjury erjury (check one): id under provisions of Chapt. 9, Div. 3 of the Business El I am license and Professions Code and my license is 'in full force and 'effect. License No. Classification I,' as the owner, or y employees with wages as their sole compen- will do the work,and'the structure is not intended for sale. (Sec. 7044) El .1 as . rn the' owner,,aexclusively contracting with licensed' contract- ' Orsi (Sec. 7.044) ❑usinei511�and Professions Code 'I am,6xempt under Sec. Business Pr for this reason CONST. (DWELLING OCCUP.51) OR ADDNS. ACC. BLDGS.2 NEW CONSTR. MULTI-OUTLE T2.50 NON-RESID. . ITS -BRANCH CIRCU) ea POWER APPARATUS & (SINGLE OUTLET CIR. I Ex. OCCU'P(OUTLET I S OR FIXTURES, 200500 SAL030C Ek Occup., FIXED APPLNS. OR, OUTLETS (RESID.) EA. .2.00 Temi5orary'service 10.00 Mobile -Home Facilitiesi� 15.00 Misc. Wiring :115.00 --I? N�A� ,i 1 Pifirmit FeeA ' $ Contractor se WORKMEN'S COMPENSATION INSURANCE ;:('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 D.epart-ment a Certificate of Workmen's Compensation Insurance or a Ce�tificate' of Consent to Self-lnsure- I r so as to become subject .shall not employ any person in any manner m7 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 10.00i ' Heating Cooling Hood 3.00 Venti.lation Fee $ Contractor I certifythatI 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 -inconsequence of the granting o this permit. X %(`� �1/1� / 1 .01 A . h - 0 ' 2 -Date rQ 0 Signature of Applicant - I �Wne'r F9/ Contractor El Agent El'' -An*OSHA permit is required for excavations over 5'0" deep and demolition or construCt_'L ion of structures over 3 stories in height. Mobile Home Installation Fee Energy Inspection Fee, TOTAL PERMIT FEE Occup. I CONST.Ty�-El SCHOOL . 001.1 A . FLOODPARCEL P11 I Issu I 39U !J This permit is hereby issued under sions of the Butte County Code and/or work indicated, above for *which DIRECTOR Off PUBLIC By. PERVT.EXPIRES Date -the,appl I cable provi-` resolutions. to do .fees have been paid. WORKS 7 Date Receipt No. C/1 WHITE-O.P.W.. YELLOW-ASS"30R, PINK -INSPECTOR. GOLDENROD -APPLICANT q3, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541. . 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE 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 atter, or need additional explanation_, please contact this office immediately. 11—..n 1 1 1 Inspector Date 1 " — 7 f 4+vv�.+a^ai ,,, t.".+ r-.`- — -- ..-r� ^..�.-l.` r ,.�,..'1 r....". r..r-. - trr1..-.. _ r'�r'i.wti.�i..�'_�,tYV��+Y"��,,..,�-.•-�.-wr.-.�yr�Y._"Y�""�.-.r-...d''r ...-I'r� �:..J'"'.� :�r'."'^ay .•ass-..�. r 3201-87 Rhonda Cheek a, Permit #3202-87 e .a. c " -i-t-''t."'��-.'�:°..�•.!r •.r.� L r.. -K.. ,r ::aP, ; ; e.sw. a.f. .s::i �.'•: '- _ ':' ,, �. a 1_' r ,. .�,a•.�-�'"'+t.a �•w •. sA. - ` .s. .. N TELEPHONE SQ. FT. OCG`, BUILDING VALUATION COUNTY OF BUTTE =•DEPARTMENT OF PUBLIC WORKS PERMIT N0. T� 7 County:Center Drive - Oroville, Calffornia95965 - Telephone: 916/538-7541. ' CONTRACTOR'S M ILING ADDRESS Fireplace f APPLICATION AND PERMIT UNKNOWN r ASSESSOR PARCEL NUMBER I _ ZONING �, , 'BUILDING PERMIT OWNER ��. f�._,,,• ._- i TELEPHONE SQ. FT. OCG`, BUILDING VALUATION OWNER"SMAILINGX ADDRESS, ,,. .. �,..• - ' CONTRACTOR'S NAME /t p ., TELEPHONE , ' CONTRACTOR'S M ILING ADDRESS Fireplace CONSTRUCTION LENDER. UNKNOWN Total Valuation $ ' Filing Fee '- $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER - ," ]LICENSE N?.. Plan Checking Fee $ f) Energy- Plan Checking Fee - $ ARCHITECT, OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS � f t - Permit fee $ PLUMBING'. PERMIT Filing Fee 10.00 Each Trap' 2.00. .. Solar or heat .pump water heater 20.00 LOT NO. SUBDIVISION NAME- ,,. PARCEL MAP. iWater piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE - SF❑ 'Duplex❑ Mobilehome© Other SPECIFY. Gas piping `system 1 - 5 outlets` , 5.00 ,,• Building sewer 5,00 Mobile Home. S G W 10.00 ea I: . . ` TYPE OF WORK,:' New Addition Remodel ❑'. 4❑ r ❑ I ❑ ❑ ❑ i 'Utilities ,Installation' Other 1- Describe work: , Permit Fee $> - Contractor Contractor ELECTRICAL `PERMIT' Filing t=ee 10.00 ; Main service 100 AMP LESS .10.00 Main 'service -EA'.`'AOD'L 100 AMP 2.50 ' r r "60N TRACTO Rt LICENSE LAW'• I declare underpenalty of perjury (check. one): " ❑ I am licensed under provisions of Chapt: .9;'Div. 3'.of'-the Business and . Prof essi ons, Code 'and my'license,,is.. in full.'force and effect. • License No. '' Classi'fication 1,. 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. •70.44)' ❑ 'I, as the owner, amr exclusively contracting with. licensed contract-. ors. (Sec. 7044) ' ' ❑ I am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING�OCCUP.; 'mOR ADDNS.. ACC. BLD'GS.21/2OsgIt -NEW CONSTR. MULTI -OUTLET. 2,50 ea NON-RESID .BRANCH CIRCUITS ' APPARATUS el SINGLE OUTLET CIR. / x. CCUp(OUTLETS OR FIXTURES SOS EO5AL 30ti FIXED APP LNS. OR Ex. OCCUp. OUTLETS (RESID.) EAT . 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 notemploy, any person in any manner -so as to become subject ,to the W. C. laws of California. - • Notice to'Appllcant: 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 certify that l have read this application and state fhat 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.- also agree to save, indemnify',and keep harmless the County of Butte against all liabilities, judgments, costs, andexpenses which 'may. in any way -accrue against said County in consequence`of the granting ofthis'.permit.�'" X L� Date'' �--r / 'Iwv '" Signature of Applicant — ,.Oner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over.5'0" deep and demolition or construct -DIRECTOR ion of structures over 3 stories in height. Mobile Home Instal lation•Fee $ -Energy Inspection Fee - TOTAL PERMIT FEE 0CCUP; CONST.TYPC JSCHOOLJ,FI,�00.PARCEL PD HD, ISSUE L✓ This permit .is 'hereby issued under sions of the Butte County Code and/or work indicated above for which ! .�. OF -PUBLIC BY PERMIT EXPIRES Date' the'appficable provi- resolutions to do fees have been aid. p WORKS Date�III%8 / •i',�1/'%/ �i8 Receipt No LW=ASelOSOR,.,PINx-IN9PECTOR, GOLDLNROO-APPLICANT ` WNITL-D.P.W.. TEL+O `tea : • .. .. d'�' , • =► AP # D ` > 7'dO OWNER PERMIT MH UTIL.CLEARANCE DATE INSPECTOR 1 ELECTRIC GAS Support Struc. Compaction Test Re . Service Size Other Load Type Pipe Size Length YESI NO YES yNO COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Ooville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER �% MIT N0. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. Hyou have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Ap AA�cr -To _ J r I _ Date / 'S Ins REI/ low L. yi y C s` 1 y} r a Date / 'S Ins REI/ low L. SEC. .4 a Ptn. of SEC..5 BK. 72-23 TA8 N. R. 5 E. M.D.B. a M. $ANhU2 ��� �0�34- 28-37 I N. E. Cor. I I SEC. 4 lo.s6 W, / I 2 O10 Ac. 2 ev T Ac. 1 11 1 1324-45 O 9.2 Ac. ��\ \ 20.57 a 2 10 Ac. O NICHOL M 3 N RANCH 1 "l 3 ROAD 70 2 5. 6 vo O L0 11.23 Aq v 1 1 I�; O 7.15 Ac. 1 12in 3 lot 4 4o Ac. / \ 3 , 17 \ \ 20.57 Ac. ` � 4 Off/ � A 3 i O T. 83 Ac. ( 10 10.49 Ac. �`/ M \ \ PM Saki: 5 ( 7 PM 77-100 / P - 4 7 ---- ---- ROM — — — ROAO 39 ® 16 10 Ac. \ r c r 5 A SAC — ;19.06 30 I 17 10 Ac. / °CI 13 I 10 Ac. I_ I330-24 40 \ I i AC. \\ \ 40 AC. 1 I OO _ 18 10 Ac. 40 Ac. ' \ 31 5 Ac. 32 5 Ac. O— 19 10 Ac. 1-111-42 133259 4 i t 4 1 1 3'3 10 Ac.132.61 37 � �• 20 �� kri O 35 36 O � s Ac. 49.08 Ac. 10 IO 10 10I 9.67 Ac. Ac. Ac. Ac. 9.42 10 Ac. AC. ac. �J 45.37 /.�i -�LA'� Ac. 129.62, 329.62 3 _. 183.24 Ac. M N o_ O 5298.26 N I11=600 Assessor's Map No. 28-37 County of Butte, Co.