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HomeMy WebLinkAbout069-120-025i + _ fl .s y fr4 Zz— Jo eph Quinn%�/d�%%J� 497 ilverlea Dr., Lot 162 KR 1,Oro.. GO Permi 4905=75'P'E ( i /M ) ELEC . -v; x.15 O J *' SUPPORT ST C'.-, REQ;_ C6MPACTION'T •T h ONTR : Carneros Mo i+ Trans.,Napa - 6ermit #5743-75MHI �41i///ej7 I • Issued Permit ##257-76 B (new car o MH Permit# 2 6B new 482-a ( Cov red,_ eck ). Llod Cisne �%-/2 -2S — -e 497 Silverleaf Dr., lot 162, KR#�1, Oro. Permit # 666-79 �oVal ctd ,c�/ r 069-126-025 03-0759'' :'COX: CYNTHIA l ' 497 SILVERLEAF,«OROVILL'1;,`a " ojCont: CHICO MHSf/`/�' EX MH EX SITE PERM FNDN IL! . ttI . H.C.D. ATTACH CHECK NAW: AN: toa- DATE: .-3 %/ 7 3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DITSIOH 7 County Center Drive s. Oroville, CeMomia 95985 ► Telephone (530) 538-1541 - PEAT 140. w.t2196) .9 APPLI CATION AND PERMIT 03, 6-759 ss Pant ="@7° BUILDING PERMIT Sa FT I O= 55UELD243 VALUATION �5-50--83 m Wj= tut ran► swv=e Home F=M tr..:...- F;rls Fee 1 20.DO 6.50 PERMFT FEE S NbbDe Hams lndwm n Fee s Energt► hsspm:�on Fee s taz t �rPE OTAL. FEE $ 6 3. LJE Or t FU=D CDP I PARS Po � m This pmm$ is hereby bzuvd undw the appfr_eble Prulh#ons of the Butte Cour► Cade and/or Resohm= to do wnlc h+a=d9d above for whin fees have been peed 5y . Dste PERNUT EXP RES ON u.u.re_- - . . w ..• n• v-_• revrenn o.u[_�tSP=CT7R ea�L6=uRO0.iPPLICkNT 1�. FireFfa�e � m e= mom= Tow Vatuason s %7-6 xmf=cmmwm LU=c=:Ea%wmm� riTnp RD 5 20.00 Pemdt Fee 5 go So . a tm DME= UQM aoaE= Am Ch=kjmp Fee Immetgy Pian t h=16ng Fee S s PERtdrT Fig ares se S P"�- "'"'P PL[d6Qi3rNG 'PERNfrT FMng Fee 20.DD t� Tran - 7. D D t1SECFSiBUC'PtJRE Solar or hest pump water heater 23.DD 3F p Duptoc 0 Mob0ehome Other VVabr p'phg 15.00 1 -%:h Lms wmtmi he%s or vent 15.D0 TYPE OFWORK C`s i .5 aar8erts 15.DD Ptd C A*F= 0 R=c dd O Ul-Em O EidsV= 13 Other D sukrum sewer 1 S. D D tS - '- Mzbb j bmm ISIGIWI�20.DD Des=bs Waft P MUT Fos ?� • MECie MAL PEFMrT FTmgFee ZO.DD Ma6i Servi_� cmm 29 DD hWM SWV6 -4ri0D RUWL c aaiimmntL (� V.DL • ) Ls Wj= tut ran► swv=e Home F=M tr..:...- F;rls Fee 1 20.DO 6.50 PERMFT FEE S NbbDe Hams lndwm n Fee s Energt► hsspm:�on Fee s taz t �rPE OTAL. FEE $ 6 3. LJE Or t FU=D CDP I PARS Po � m This pmm$ is hereby bzuvd undw the appfr_eble Prulh#ons of the Butte Cour► Cade and/or Resohm= to do wnlc h+a=d9d above for whin fees have been peed 5y . Dste PERNUT EXP RES ON u.u.re_- - . . w ..• n• v-_• revrenn o.u[_�tSP=CT7R ea�L6=uRO0.iPPLICkNT 1�. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ' OWNER: ASSESSOR PARCEL NUMBER ��/J Proposed Building Use: Y"` ,� *�' Counter Technician: d�`'�"' Date: Items required in order to apply for a pe = it. All boxes MUST be checked OR marked NA in order to apply. -T- 1.. Plot plans, 3 or 4'sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. TD 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ • 7 "Metal, buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. Floor. lans in triplicate. All of these must be stamped and wet-si ned by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.... ❑ 9. Plot plan and business license approval from the City of Biggs........ ❑ 10. Letter of intent for non-residential buildings .............................. ❑ 11. Detached Accessory Building Form filled out by the owner.......... ❑ 12. Hazardous Material Form ................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. Encroachment Pe .mit f driveway from the Publ'c Works Dept. (construction approval prior to occupancy). re -Inspection fq lN� required ................ 23. Contractor's license informati n. (Number, N e Style, -Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... 17 28. Manufactured home utility clearance............................................................... ❑ 29. E 'ding violatigas''nd/or expired permits......................................................... ❑ 30. rant Deed, j"NI.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone % 7 9 and hold for pickup. I have tree nforped,of the above items and requirements for obtaining a building permit. �_�3 Applicant: . Date: d r f 7 Index permitaplSlication for the above Additional items required if Iia s numbereds �#— I L �'��..s �u�•.+il� i�`Z� Plan Check Letter ontrac • designer, owner, was idvis'ea of the jet MaVW'ephone, ❑ mail, ❑ counter, by g6_Date: Contractor designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: F1. Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by ate: D—� {/ a,v�' IJ.: ( A� f, -;4e Yellow: BuildingDivision `3��3 ��i �' ~�� r— COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. #PROPOS ED BUILDING USE P DATE RECEIPT # DATE REC. 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 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 ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available -after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (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 qgbng the plan checking process. DATE 2- 1? -61 Pursuant to Goyliern6nt Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imp( on yon r pr sect. 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 - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev.12/96) ' APPLICATION AND PERMIT CLI� - 0 7S`� ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO, Fr, OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 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 ❑ Other ❑ Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2DDA 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.No. ��� License Class L %% Lic. OWNER -BUILDER DATION 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 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 (T a above sections need not be completed if the permit is for work of a valuation f 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' Spensation laws of California, and agree that if I should become subject to ther ' compensation provisions of section 3700 of the Labor Code, I shall ith omply with those provisions. Date I�3 f pplicant - ❑Own Contractor ❑Agent rmit is required for excavations over 5'0" deep and demolition or construction over 3 stories in h i t. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. So OR ADDNS. ( s ACC. BI pS. 3.5QFT; ,pµR61DT ANQHOU CIRCUITS T @7.50 POTLET WER APPARATUS 8 SINGLE OUCIR. OUTLET OR FIXTURES EX. OCCU BAL I.so Ex. Occup. OFIxLI EDTBAa ) RE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt= $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date eceiptNo. L�U 463 ` Qt7li WHITE-D.D.S.• CAN Y- SSESSOR 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 NO. (Rev. Q/96) APPLICATION AND PERMIT X23 - d 7, ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO, FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee { $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. � SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 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 ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service ZDDAORLESS 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 1 ,full f rce and effect.�/� License Class L_ 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,Tas'ow,ner of the property, am exclusively contracting with licensed contractors 11 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. DWEwNG OCCUP. OR ADONS. 8 ACC. BIDS. SD 3.5QFT. rroµADESIU T. MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLFr OR FIXTURES 20 ® 100 aAL @ .SO Ex. Occup. DFurLEEOrsA(RREesID) E 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 Policy Number R e above sections need not be completed 0 the permit is for work of a valuation f one hundred dollars ($100) or less),. I certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' -ompensation 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. y { ^^� X ,r3 Date `,%� Sign ture of Applicant - ❑ Ow Contractor ❑ Agent )tV" l iv' An OSH permit is required for excavations over 5'0" deep and demolition or construction of�gtruc res over 3 stories in I • t. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile,Home Installation Fee $ Energy Inspection Fee $ CONST. TYPE TOTAL FEE $ LOcc HAZ. D. FEES IMP FLOOD CDF PARCEL PO HO ISSUE This permit is hereb'y�issued under of the Butte County.Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. / ' ` !! Date Date �r Receipt No. .7 Qd WHITE-D.D.S—.D. CAN Y -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 NO. (Rev.4,2/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. Fr. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 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 ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: 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 Filing Fee 20.00 600V OR UE Main Service 200" OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class `/i Lic. No. % /.,+> OWNER -BUILDER DECLARATION 1 affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, 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. ❑ I 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. ❑ I 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 Af 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 ith comply with those provisions. ^7of X . 1' X__ s' Date 0 o2 _ Zz.;L_ Signature hof ne Applicant - ❑ OwContractor ❑ Agent' An OSHA Permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in heigt. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. SO 3.S¢FT: NEW CONST. NON-RESID. MULTI -OUTLET C @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. CUTLET OR FDRURES 00 IAS @';w hereby Ex. Occup. OF"ED A� o oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 L±1 PERMIT FEE $ MECHANICAL PERMIT Fling 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 IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. Ob _ WHITE-D.D.S" .6. CANA Y -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 NO. (Rev. 1,2/96) APPLICATION AND PERMIT 7.5 1 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO, FT, OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace 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 $ LOT NO. SUBDNLSIONs NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 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 ❑ Installation ❑ Other ❑ Describe Work: Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 1@20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 800V OR LESS " OR LESS 20."0.. 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,p610 and my license is in � Lfull force and effect. ,�-1 License Class r — r`% 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. 11_ 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. ( & ACC. BUDS. s0 3.5¢FT, MULTI.OUTL T 97.50 POWER APPARATU 8 SINGUE OUTLET CIR. EX. OCCU OUTLET OR FD(TUREs BA� @': 0 Ex. Occup. GFIx�E�oTSAR= ) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 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.) ®A 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. /of X - �_I K. Date - Signature of Applicant - ❑ Ownetivcontractor ❑ Agent a An OSHA.permit is required for excavations over 60" deep and demolition or construction of 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 $ HAZ. 0. FEES IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date Date Receipt No. '7'"^,' //%� & 3 ' 0b WHITE-D.D.S LErO. CANAAY-ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe, conspicuous place. Do not remove until all required Inspections are made and building is approved for occupancyyP_IanAm ...-• be available on-thp-!,� -'--4- ", : - -"03-0759 069`120-1025 A.P. COX No, CYNTHIA.-., i__ ... _�-....m— y- Owner X497 SILVERLEAF, OROVILLE , +Cont CHICOIvIHS Contractor ABX MH EX SITE PERM FAN-�,fr; .,,:;;!;,� Permit No. PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION DATE INSPE( Footings Piers Under round Conduit Pre-Gunite ..........:....... 10 1.0 bti[:AboY..: < Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Fraroin Slab »>DcNo€:lnsfaFlFfoar> >S(aEi[aTntiiAC >ve" Rough Plumbing Rough Electrical Rough Mechanical Framing Shower Pan O.o<Nottns. :tlntiE,:Abovs:;Si .:.ed<.•. Insulation t!to... :.:......:: " Qa t Cover Unit Above Srgttei3 :: Fireplace Footings Fireplace Throat ::..:::::::...::::..,...;:.;:.;:.::.:::::.......................::::...::..:.:.:..........::. •>•€•»> :• >......i3o•Not>Canitnue.ce:<Un.til•Altiove::Si Stucco Lath Scratch and Brown ............................................................................................................. <.................. •:••>•1)o ffot>C` er::.0 f•Above•Si [••<>• ... ........................................................................................................... Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final Revised 7194 NOTES RESIDENTIAL PERMIT NO--- 03-0759_ i 069=120-025-- -r I' COX, CYNTHIA 497 SILVERL' EAF, OROVILLE Cont: CHICO MHS, EX,MH EX SITE PERM FNDN ' THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAS I BEEN TURNED IN TO THE BUILDING DIVISION: (1) LICENSE PLATE(S) OR DECAL (THE INSPECTOR MUST RETREIVE). `(2) STATEMENT OF FACTS (ONLY ON NEW MH' S). INSPECTOR TO VERIFY SERIAL & LABEL #'S. 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK = Not Reayab'ed MOBILE HOMES" Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Drain; MH Test -Fall -Flex Connector 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas and Electricity Tagged " 6. Gas; Location -Test -Wrap;-/ P' L -ft. / P Nat. or/ P' L "ft./ . P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged " 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM.(ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. _ Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card 6-1 Date Card B-1 MISCELLANEOUS Date 'h DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum..Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GH 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms 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 (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 57. Siding -Nailing Veneer 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 60. Shear Walls; Nailing -Bolts 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 63. Infiltration -Walls -Windows 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel FINAL (Plans) OK except #'s 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 70. Stairs & Rails 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure Date 76. A.C. Duct in Garage -Damper Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 19. D.W.V.; Test Fittings & Anchor -Nail Protection _ 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 23. Fire Sprinkler; Test 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground Date Card B-1 Date Card B-1 Date 91. Corrections from Previous Inspections Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 93. Water & Sewer Connected -C/O to Grade -HD Approval 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 96. Fire Sprinkler 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. Date 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in- Roff Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exitina Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: XP C. 07 S3 ?J ;� 2- 3-e 1 S eq - 7930 2K Cover* -Yo "Q ccK C✓p Odt a �vek 4-eIf � 2,Y x 6 a 0 0 c S3 -2- = �?J 2 z w �ry S �q - 7930 '19 7 S vek 4 -e.4 r 64 � C C Dr S-3 2 3;Zl 2- w s ?� 7930 q4) Covt,aYd D-ecK ( �� pp,✓ -G W,'l ;.LIx C-0 y9 7 S �1,vek �.-�� � ✓J � Mar -13-03 04:55P RECORDINC: REQUESTEn BY Bidwell Titk & Escrow AND WHEN RECORDED MAIL TO N-6 Cynthia Welt Street 497 Silver Leaf Drive nddren Orovllle. Ca. 95965 Ci:Y. Sime .. Ci:,Y. Nu. 00199737-001 P.02 1111111 111 11 111111 111!111 Iso! 9639-WW498t1,go Recorded Official Records: Conn__ of Recorder ROSDFn DIDGM Assistant 02:51PR 3"ov-1949 I REC FEE W.88 TRX 62.15 I I I I 1 Nikki I Page I of 2, ABOVE. THIS LIN P' F0 1tECORDEK'S ParcolNo. 069,120-025 GRANT DEED 'PHIS FORM FURNItiHI.I) BY RIDWELL Ti-rl..F. & FSC ROW COMPANY The t;ndcrslp,.te.J Grautur(y) I':r.clar (,) Docurrienlary TrausfL'r 7a-, is $62.15 ❑ CiryiT own of X colliputcd On full value of intercm Dr property conveyed, or K Unincorporated Area t7 Gill value less value of liens or encumbrances remaining ai the rime of rule FOR A VALUABLE C()NSIDERATION, rcceilit of which is hereby uck- now [edged, Carl uoffman, a married man as ham aeparats property hereby GRANT(s) to Cynthia West, a married woeten as her separate property the fullowing real property in the ❑ City of X Unincoiporated Arca County ui' Butte, State of C'alif.,irnia: SEE ATTAC92D EXHIBIT A FOR LEGAL DESCRIPTION D:;Tq d STATE OF CALIFORNIA COUNTY OF Butic OnhLgvrmher23. 1999 - CAr) Hoffman 1 SS: bcfure me, jpndra D. Schmelia_ o Notary Public in and for said County and State, personully appeared Personally known to ttx ((ir prnc-ed to the Dn the hasis of Satisfactory evidence) to be the person(s) whose oarrtt:(.i) iliare subscribed to the within inrmmncrit and acknowledged 10 me that Itelslickhcy cxeeuled the same in hisr7ter1their authorized capacily(ies), and that by his/her/their signawre(s) on the instrument the person(s), M the entity upon behalf of which the persun(S) 2=d, executed the tnitrumenl. WITNESS my hand and official seal. Signature ARY SEA I.. WeSANDRA D. SCHMMLTZ COMM. 0 1290377 NOTARY pQ-11C.CSI tfORNU CONTY OF BUTTE Comm, Explru July 10, 1003 7. MALL T&X STATEMENTS TO PARTY (,HOWN ON THL FOLLOWING LINE; IF NO PARTY SH()WN, MAIL AS VIHECTFI) ABOVY Mav-13-03 04:55P P_03 Order No. 1-188737 THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 162, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT ONE", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 30, 1970, IN BOOK 38 OF MAPS, AT PAGES 5 THRU 10, CERTIFICATE OF CORRECTION RECORDED MARCH 17, 1911, IN BOOK 1.663, F'AGE 624, OFFICIAL RECORDS. AP NO. 069-120-025 Mar -14-03 02:12P _ _ P.03 STATx aF GALIFOpj" • 8us*gSs. TA MSPORTAT" AND 110USINO AODWY('.pramorL DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT40 q niviaian or COWS ane Standards • Title Search 04 Data Printed-, 03/14/2003 Decal #: 141.$234 Use Code: SPS Mutufachtter: Original Price Code: AEN , Tradename; MOUNTAIN HOWM Rating Year: Model: Tax Type: LPT Mmufactured Date: Last ILT Amount: Registration Exp: Date ILT Fee Paid: First Sold On; 11/2(V1975 ILT Exemption: NONE Serial Number HUD Label / Insignia Length Width 2270U 219738 60' 12, 2270X 219739 60' 12, Record Conditions: Unclaimed Iter► Held in File Voluntary Conversion to LFT Registered Owner CYNTHIA WEST 497 SILVERI.FAF OROVII..LE, CA 95966 I,A$t Title Date: 08/29/2000 Laa Reg Card: 08/29/2000 Salearansfer Info: Price S28,250.00 TrAwfemed on 11/30!1999 Sims Address: 497 SILVERLEAF OROVILLE, CA 95966 Situs County' BUTTE Legal Owner; ALICE B ARNOLD L J AiLNOLD (Joint Tenants with Right of Survivorship) 1625 KEYSTONE BL NORTU MIAMI. FL 33181 Lien Perf9Md Oot 061061199608:00:00 Ir. Lienholder: CARL ROFFMAN 90 loaLT.FT LANE OROVCLLE, CA 93966 i2eg Card! . 08/29/2000 Lien Parfccted Ott: 08/17/200012:43:18 Inactive DecaUDMV: DMV LW7614, DTvIV LW7615, DFCAL AAK1366 Title Searches: BIDWELL TITLE 1835 ROBINSON ST POBOX8l1 OROVILLF, CA 9$965 Tide File No: 01030307-Gw **+ END OF TIME SEARCH s** VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION INTRODUCTION PIER HEIGHTS GENERAL INSTALLATION SETUP INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS PAGE NUMBER 3 4 5&5a 6 7, 7A,7B&7C 889 WIND ZONE I - SINGLE SECTION WIND ZONE II - SINGLE V -DRIVE - METAL PIER - DOUBLE SECTION - TRIPLE SECTION - SINGLE SECTION - DOUBLE SECTION - TRIPLE SECTION SOIL CLASSIFICATION 10 11 12 13 14 15 16 17 M COMPONENT PARTS AVAILABLE UPON REQUEST Release Date 8/13/2001 Engineer Approval '-" S,!o ys T U C� E'xP 3 31, . 1 20 F OF C1UF., " 'Cnifter-APPYG SDN 18551 •APPROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIAnON FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIOiNS State of California Department of Housing and Community Developincnt DM C ES AND STANDARDS Byq-/o -O / (sign ure) q r SPA N0. For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com 081301,148 Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introduction These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, end Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones 1 & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements The following characteristics appy to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE 11 • Maximum single section home width is 15 fL including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 fL including eaves must use two additional vertical ties/ anchors/stabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 fL, maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in Wind Zones II & III. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term en i , ref r .,t_ . I gitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home ins�ron � . r ate standards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the perimeter joist or specified as a location for vertical .ties. � Page 2 Califomia 8/2001 56 i ma Figure Maximum Pier Height (Wind Zones I & II dyj The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone Il, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks.of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 i ma; ' 'yullu c Unequal Pier Heights ( Wind Zones I & Il MI - 3 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter -pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state.c Page 3 California2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or 1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. STRAP TENSION All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con- nectors with welds. M c Page 4 Califomia 8/2001 Set -Up Instructions for the Vector Dynamics. Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 1. SETVECTOR FOUNDATION PADS Long short Clear all loose vegetation from the immediate u��t \ Yu- �n area where your Vector foundation pads will rest. Press or hammer pads into the ground. Tip: Place a 3/8" nut on each U -bolt to keep it in place while you position the Vector pads. 2.. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 44, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TIDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot i pad placement or (1) 3 square i foot pad i 4. INSIDE BRACKETS AND i STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC.. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 2M 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -Bolts A ;>© c f f f f 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads. Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads.. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer & bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a c �1 California 8/2001 Vector Dynamics Metal Pier Installation For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount 'upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions V Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive h d. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inc the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California 8/2001 Vector Dyna ics Foundation Systems Component Parts List ector ' e e Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 s 4 -3 • ' 4 Vector System s e Kit # 59007 COP Part#'s included: 59275, 59282, 59276, 83044z & 10999 00 0 0 0000�� ®® - Concrete Vector System 0 0 0 0 Fl f� m Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) e California 8/2001 Vector Dynamics Foundation Systems Component Parts List Vector 2000 3 Sq. Ft. Pad Part # 59271 - 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Part #'s included: 59281, 59288,10925, 59232 & 83044z Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) e c V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut PM 59043 Or these products available at your local hardware store te�Ute uea�edl xAIP 1 ea. A A �� I es - 6011 a 2x ROQVGQ�Qe 6011- A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or.conduit made from type 1; grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased. Page 7A California 8/2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719"x15.625"x3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link .` ,��i l >: Slotted Bolt o ° Part # 59282 ' Part # 59135 6.25" x 2.52" x 3" « 5 3" x 5/8" Vector 2000 Tension Link ® Long U -Bolt w/Nuts &Washers 0 0 Part # 59288 Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) O , Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Page 713 ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Californ Peotecto-Strap Carriage Bolt w/Nut & Washer o. Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1/2" Strap Protectors Qa Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"-16 x 4.5" - Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' '- MS60 59165 60' Certified G120 Strap w/Swivel Connector MS600 59170 600' Part # Length - ha x'• 59732 12' O 59734 14' 0 59736 16' Frame Tie w/Hook 8 ft. P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 Nr _; •,; Earth Anchor Stabilizer V Drive Head 12" wide Part#59269 Black Paint: Part #59292 - Galvanized: Part #59294 o ®` Drive Rods ®' Part #59113 0 \1 Fuge tL uanlornta zsi2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (gals. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes. 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket WeA4o6 B California /2001 • Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) of Vector Kit #59006 (for single or double stack blocks) Page 2 of 2. 9. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the - wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U=bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets to remove any space between the outside tension brackets, concrete blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. - 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Turn slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page.9 Vector pad for concrete Concrete footer lt�b California 001 T (D O C. WIND ZONE I ' Vector Dynamics Systems Required for Single Section Homes (Materials Required) e I " 1e sec�e� o os" anna\ a 2 fa sp 9inme°°�statlatton EXamPsno s 9m\,5t be to h° spac�n9 dation Pads I n y• WIND ZONE I (not to scale) Co o� �2 sq. ft. pad instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 4 3 ' Anchor and stabilizer plate combination Each Vector Foundation System requires V One \bctor Kit, 2 slotted bolts 4( 2 ea. 1-1/4 in, lies, length will vary with pier height (4725 Ib, min. break), V 1 ea. 4 x 4 pressure treated wood compression member 1r or 2 ea. 2 x 4 pressure treated wood compression member is or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TOE adjustable steel strut WIND ZONE I Vector Dynamics Systems Required _ Single Section Homes \ 'Difficult Soil Conditions. 1 \ I , me e Sectie� o 0ys a�sa1 9,,d0\%neS 1 U a91n9 tOf s a\tattoo m enerat sP h°me �n , EXampshoWs 9nust be to \Nustf aCt d sPacln9 - ° ads an l Found \34 — 1 (10 CD TE: Vector ems should be ced as evenly sD acticabl along the length of the home. Pier pact as \ - muspracticable be consistent with homedmanulactrers' Installation Instructions "or state req *emerft Maximum allowable working drag load for the Vector System with the steel , compression strut Is 3,150 pounds per O 7 V -Drive anchors are used only in WIND ZONE I (not to scale) . �2 sq. ft. pad Soil Classifications: 2, 3, the K2 Engineering test report. - Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': "V" Drive Anchor, Part Number 59269 1-1/4" frame ties w/4725 lbs. min. breaking strength. When using "V" Or ve Anchors Home Length Vector Systems' Anchors Required Each Vector Foundation System requires • One Vector Kit, 2 'V" Drive Anchors, 4 slotted bolts Required Per Side' • 2 ea. 1-1/4 In., tie, length will vary with pier height (4725 Ib. min. break), •1 ea. 4 x 4 pressure treated wood compression member • 0 to 72' 3 3 • or 2 ea. 2 x 4 pressure treated wood compression member 73' to 90' 4 4 - • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member (center compression member only) ,, • or 1 TDE adjustable steel strut + •'V" Drive Anchor, Part Number 59269 •2 ea. 2x4 pressure treated wood for "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the "V" Drive Anchor connections. r/E DOWN rtu:uuramr. CD N LJ, 00 N O O Metal Pier Sets ZONE Vector Dynamics Systems Required for Single Section Homes Up to 72 ft._ hom ' (Materials Required) _ - " "' ect,o� emsal g�1de11nes " I V _ ft sin9�e fot vectOt n man ' tnP1e ifs 9e� rale o home bo\tj \ \\\US n ♦ \ \ \ IF oundalion pads a I ♦ ' Y.ae, n,. s.t Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3, 4A, & 4B 1,000 PSF minimum. 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x.4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 Anchor and stabilizer plate combination NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. WIND ZONE I _ - "ion homems. u;deti`nes Vector Dynamics Systems Required , , _ - �e Sept n sys ar,uat 9 for Double Section Homes _ _ - .;o{ a 1 e`as P come,,stalot a��o� R` , \ I h \ .(Materials Requiredl - - - EXamPshows 9eusk oe tO 11\uskoa %0spacogds O _ I ` mar Maximum allowable working drag load for the Vector System with the steel \ compression strut Is 3,150 pounds per \ the K2 Engineering test report. O O z sq, n. paa Soil Classifications: Soil Bearing Capacity: Anchors Required: ' oxo aA •m m°�' ,�' NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home mamdact<reW installation lnwuctions andfor state requirements. y 2, 3, 4A, & 4B 1,000 PSF minimum None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 48'.to 71' 3 72' to 89' 4 Each Vector Foundation System requlres • One Vector Kit, 2 slotted bolts, • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break), ' • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member' • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut in 00 N O 0 WIND ZONE 1- I I \. Vector Dynamics Systems Required _ �Uorrgsya�ama�guleellnea. for Multi Section Homes -1- - - Dt� Viral ame ltsellal10n man17-.1 (Materials Required) _ � a� a mei tbeto� ` ow 8and 6Pa0ln9 undetion Pad Fo Soil Classifications: 2, 3, 4A, & 4B ." Soil Bearing Capacity: 1,000 PSF minimum WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2- or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut f/E DDWN Anchors Required Home Length Vector Systems Required Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52'4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - Is allowable at each system.Pler spacing must be consistent with the home Installation manual. �2 sq. ft. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2- or 4" nominal SCH40 Pipe compression member or 1 TIDE adjustable steel strut f/E DDWN I \ ♦ I \ WIND ZONE II (Hurricane) Vector D�namics Systems Requiredforngle Section Homes _ _ 0� hOm ems u1de,;nes. (Materials Required}: - - 2 ft s� ag�n9 ioSIPcvellati�on manual 9 - in to _ - 01 a al SP me I I e"amPshoWs gest be to ho I I tion m ♦ _ Skta acln9 t11u and SP - - Iry : ♦1 , - 09 ad \ _ x i �, —f N (D v1: O u WIND ZONE II (not to scale) \2 sq. ft. pad/ •NOTE: For single section homes #j with eaves that exceed 6 Inches In Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be Installed In additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compresslon strut Is 3,150 pounds per t report. Soil Classifications: 2, 3, 4A, & 4B . the K2 Engineering tes Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Ppr S do* Eaves 6" or less Eaves over 6" less than or equal to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 2 max tip. Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe , • or 1 TDE adjustable steel Strut ,e WIND ZONE II Vector Dynamics Systems Required _ - r S. ,1n for Double Section Homes _ -'' " "bye Se�;;e� o�� �a�ua� 9��dg (Materials Required) a 72 � as pact' etlnska��a�ton v Vector Systems Required ,y cn 0 to 48' m Maximum allowable working drag load s for the Vector System with the steel rn compression strut Is 3,150 pounds per 6 the K2 Engineering test report. NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be consiste manufacturers' Instructions and/or state requirement: S)�amv SV%ONNS St be_ and :.NO IN 000' WIND ZONE II (not to scale) C o �2 sq. ft. pad 0 Soil Classifications: 2, 3, 4A, & 413 Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side' 0 to 48' 4 4 49'to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 1 8 1 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 In. ties, length will vary with pier height (4725 lb. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TIDE adjustable steel Strut WIND ZONE 2 eS.t� "Veo°a ysta� sl gu1de11nea . ; \ \ Vector Dynamics Systems Required _ _ - - �$ p,�lgoa I�gey�statlatlonm - - :1-, . 3 Section HomesaWe m�s�rbe to hom (Materials Required) ' p11dga"ds°a � ` `�• dalton Pa \.., `� [;a ` I ti n WIND ZONE 2 1 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. n v O v 2 sq. ft. pad s Soil Classifications: Soil Bearinq Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum Home Length, Maximum allowable working drag load p nchors Side Required for the Vector System with the steel CD compression strut is 3,150 pounds per � the K2 Engineering test report. WIND ZONE 2 1 NOTE: Longitudinal stabilization Is required. Vector systems should be spaced as evenly as is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. n v O v 2 sq. ft. pad s Soil Classifications: Soil Bearinq Capacity: 2, 3, 4A, & 4B 1,000 PSF minimum Home Length, Vector Systems Required p nchors Side Required Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector Foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: 'Anchors Required: 3/4" x 30" anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 in, ties (4725 ib. min. break) 1 ea. 4 x 4 wood compression member or 2 as, 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above 50 in. Ibs.),.contact Tie Down Engineering. SOIL CLASSIFICATIONS S01. Class Types of Soils Blow,Count (ASTM Soil Test Probe (1) D1586) Torque Value (2). 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals Medium -dense coarse 2439 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts, alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. (1) The purpose of the soil test probe is to gage the strength of the soil below the surface and near the anchor's helical plate. The strength of the soil is estimated inlerms of its' resistance to penetration (flow) under load by means of the torque probe and is,measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.7.5 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling Code. Page 18 California t��A001 i VECTOR DYNAMICS FOUNDATION SYSTEM WIND ZONE 1 & 2 INSTALLATION INSTRUCTIONS For the State of California INDEX SECTION PAGE NUMBER INTRODUCTION PIER HEIGHTS 3 GENERAL INSTALLATION 4 SET-UP. INSTRUCTIONS METAL PIER & V -DRIVE PARTS LIST CONCRETE INSTALLATION SCHEMATICS WIND ZONE I - SINGLE SECTION 10 - SINGLE V -DRIVE 11 - METAL PIER 12 - DOUBLE SECTION 13 -TRIPLE SECTION 14 WIND ZONE II - SINGLE SECTION 15 - DOUBLE SECTION 16 - TRIPLE SECTION 17 5&5a 6 7, 7A,7B&7C 8 &' 9 SOIL CLASSIFICATION 18 COMPONENT PARTS AVAILABLE UPON REQUEST BUM W" SUR DW DEPARNEW, FOAPn aii%0eh E D BUM COUNTY' BUILDS DEP RMEN7 n 04h Release Date 8/13/2001 Engineer Approval TUC�i� c� ¢ N. .N i ExP 3��1 1 2011 OF cp tk 18551 ROVED SUBJECT TO CORRECTIONS NOTED APPROVAL DOES NOTAUTHORIZE OR APPROVE ANY OMISSIONS OR DEVIATION FROM REQUIREMENTS OF APPLICABLE STATE LAWS AND REGULATIO;:S State of Cdifomia Department of Housing and Community Developrnent DM C AND STANDARDS (sign ure) SPA NO. q2 r For Further Information TIE DOWN ENGINEERING 5901 Wheaton Drive Atlanta, GA 30336 404-344-0000 FAX 404-349-0401 www.tiedown.com Tie Down Engineering, Inc. VECTOR DYNAMICS INSTALLATION INSTRUCTIONS Introilkw ion These instructions describe the proper use of the Vector Dynamics Foundation System in Wind Zones 1 & 2. Additional installation instruction is available in VHS video, from manufactured housing distributors or from Tie Down Engineering, titled, Vector Dynamics Installation Video. The Vector Dynamics foundation system supports the home by anchoring the two longitudinal main rails. The system is approved in Wind Zone I & II & III areas of the Manufactured Home Construction and Safety Standards and Wind Standards; Final Rule 24CFR part 3280 for both single and multi sec- tion homes. Instructions for Class 5, Sub Soil Conditions, (Wind Zone I & II), are available through local distributors of Vector Dynamics or directly from Tie Down Engineering. General The Vector Dynamics Foundation System provides the support to resist lateral and over -turning movement of the home as required by the Federal Manufactured Home Construction and Safety Standards in Wind Zones I & II when the system is used as described in these instructions. See manufac- tures Home Installation Manual for other pier & anchoring requirements. The following characteristics apply to both single and multi section homes: • Main rail minimum spacing of 86 inches or greater. • Nominal 8 foot or less top plate height at side walls. • Main rail depth of 12 inches or less. • Maximum roof slope of 20 degrees (4.4 in. in 12 in.) • Maximum pier height under main rail of 56 inches (see page 3). WIND ZONE I • Maximum single section home width is 16 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum double section home width is 36 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. • Maximum triple section home width is 48 feet including eaves; maximum eave width of 12 inches on each longitudinal side of home. WIND ZONE 11 • Maximum single section home width is 15 ft. including eaves, maximum eave width is 6" per side. • Maximum single section home width of 16 ft. including eaves must use two additional vertical ties/ anchorststabilizer plates (one per side) as listed in the charts on page 15. • Maximum double section home width including eaves 32 ft., maximum 12" eaves per side • Maximum triple section home width including eaves 48 ft., maximum 12" eaves per side The Vector Dynamics Foundation Systems may be used as a part of the vertical or gravity support system considering that each set of Vector Dynamic pad (s) has two (2) or three (3) square feet bearing area. Piers not used as part of the Vector system shall be located and constructed in accordance with the home installation instructions and/or state standards. To inquire about the use of the Vector Dynamics Foundation Systems with homes of four or more sections or on homes requiring pier heights greater than 56 inches which are not included in these instructions, contact Tie Down Engineering, Inc. at 800-241-1806. The Vector Dynamics Foundation Systems may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). See page 3. Note that a ground anchor is used at each Vector system location in W; "` _f interlocked double stacks of concrete blocks may be required by the home manufacturer or the state. Check with the most recent regulations in California. The Vector Dynamics Foundation System has not been designed for -use on exposure "D" homes. Exposure "D" homes are homes located within 1500 feet of the coastline. Additional vertical anchor ties that are unique to a home's design may be required by the home manufacturer. These locations include shear walls, mar- riage line ridge beam support posts, end frame ties and rim plates. The term end frame ties refers to the longitudinal ties that are attached to a home to resist wind load on the end walls. If longitudinal ties are required by the home instal latiWJhd%J ii'ns�o othW'sta%�ndards, these longitudinal ties must be installed and connected to anchors that are independent of other ties and anchors. See separate instructions for the use of Vector Dynamics with Tie Down's Longitudinal Stabilization Device. The term rim plates refers to the factory brackets fastened onto the. perimeter joist or specified as a location for vertical ties. Page 2 California 8/2001 56 i ma. Maximum Pier Height (Wind Zones I & II only Figure '1 The Vector Dynamics Foundation System may be used on homes which require pier heights not to exceed 56 inches under one or both main rail(s). Note that a ground anchor must be used at each side of a Vector system location in Wind Zone II, and where the pier heights exceed 24 inches on a single section home in Wind Zone I. Piers must be constructed in accordance with the manufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. 56 ii mai riguiv c Unequal Pier Heights ( Wind Zones I & 119nly) 5 in. iax. Vector Dynamics may be used on homes with unequal pier heights of 56" or less under one or both main rails. The difference between the taller pier and the shorter pier cannot exceed 26". Note that a ground anchor must be used at each side of a Vector system installation in Wind Zone I and where either of the pier heights in that location exceeds 24 inches on a single section home in Wind Zone I. Only concrete blocks and pressure treated lumber compression members are permitted on unequal pier heights using the Vector system. Piers must be constructed in accordance with themanufacturer's installation instructions and/or state requirements. The use of interlocked double stacks of concrete blocks may be required by the home manufacturer or state. Check with the most recent regulations in your state. Page 3 California -�W2001 GENERAL INSTALLATION INSTRUCTIONS SITE PREPARATION It is necessary that the home site be properly graded and sloped to prevent water and moisture from standing or flowing beneath the home. See manufacturer's home installation manual and state requirements for grading and other site preparation. FOOTINGS AND FROST LINES The Vector Dynamics Foundation System can be placed directly on top of the ground after clearing all loose vegetation. In areas where frost line/poured footers are required, the Vector system for concrete is used. See pages 8 & 9. FOUNDATION/FOOTING SPECIFICATIONS FOR VECTOR PADS Vector Pads must be used in place of conventional foundation pads for each Vector foundation system. Each (set of) Vector Pad(s) provides two or three square feet of pier bearing support. Vector Systems should be spaced as evenly as possible along the length of the home, with one Vector system within two feet of each end of the home. For pier locations in between the Vector Systems, use the foundation pads normally recommended. by the home manufacturer and/or state requirements. Pier heights in excess of 24 inches or when unequal must follow instructions printed on page 3 of these instructions. Nominal 3-1/2 inch or 4 inch Schedule 40 PVC pipe or TDE steel compression strut (#59043) may be used only when the pier heights are similar on fairly level ground. Steel strut and PVC are not permitted when metal pier foundations are used. The adjustable galva- nized steel compression strut, #59043, is attached to each inside pad with a 1/2" X 2-1/2" grade 5 carriage bolt and can only be used with the swivel connector on strap. The grade 5 bolt attaches the swivel connector and the steel strut to the pad. When the swivel connector is used with a wooden or pipe compressive member, the vector diagonal connector should be part #59279 not #59276. After tightening the end grade 5 bolts, adjust- ment bolt is installed through the two square steel compression struts to lock them in place. Foundation pad size and pier spacing must be consistent with home manufacturers' instructions and/or state requirements. LUMBER/MOISTURE - TERMITE SHIELD To cut lumber (2 - 2x4's or.1 - 4x4 per Vector system) for the center compression section, when using con- crete blocks for piers, measure center to center frame (I-beam) distance and subtract 16". When using METAL PIER STANDS, measure center to center frame distance and add 16". 3-1/2" or 4" nominal schedule 40 PVC pipe meeting ASTM D1784 or Tie Down's steel compression strut (#59043) may be substituted for lumber as the center compression strut under certain conditions described above. Pipe adapter bracket, part #59281 must be used with PVC pipe simultaneously with the Inside Tie Brackets, part number 59276. The pipe adapter bracket is used on top of the pipe and under the Inside Tie Bracket. In certain regions the optional Moisture Termite Shield may be required between the lumber and ground. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Tip: Pre-cut your lumber and mark as to brand or model of homes you will be installing. If frame widths are the same, the pre-cut boards will also be the same length in each Vector set-up. All strapping must be tight upon assembly of the Vector system. Tests have been conducted with "hand tight- ened " strap in the Vector system to remove the need for specific tension specifications. Hand tight is defined as removing all slack with minimum of movement available when pressing on the strap. While subsequent tight- ening of the straps is not required, straps should be checked after any strong wind conditions, just as conven- tional anchor tie down straps should also be checked, to insure the maximum performance of the foundation system. A minimum of two factory 1/4" spot welds must be used when straps are connected to the swivel con - Hectors with welds. c Page 4 California 8/2001 Set -Up Instructions for the Vector Dynamics Foundation System #59007 (Kit #59007 is interchangeable with Kit #59018) 2. SET BLOCKS (OR PIERS) ON VECTOR FOUNDATION PADS Center the foundation blocks over the Vector pads. Place the pre-cut 44, 2x4's (side by side), Schedule 40 PVC (w/PVC adapter plate, part #59281) or 1 adjustable TDE steel compression member, (part #59043) tightly between the blocks, with ends resting on the Vector pads, and centered on each U -bolt. 3. OUTSIDE TENSION BRACKETS Attach an Outside Tension Bracket to the U -bolts on the outside' of the foundation blocks and Vector pads. Place one of the short 6"- 2x4's between the bracket and Vector pad. Adjust the short 2x4 so that it pushes against the foundation blocks, removing any space between the piers and center compression section. Tighten the 3/8" bolts. 2 square foot pad placement or (1) 3 square foot pad 4. INSIDE BRACKETS AND STRAPS Attach the Inside Tie Brackets to the U -bolts over the pre-cut boards or PVC. Attach a strap with hook to each inside tie bracket. Tighten bracket. When using looped strap and a crimp seal, in place of the hook, place a 3" long section of strap, folded in half and inserted between the strap and inside tie bracket. Place other end of strap over the opposite (- beam and continue down to outside of the foundation blocks. Attach the strap to the Outside Tension brackets using the slotted bolt and nut provided. Wind strap a minimum of five times around the bolt. Continue tightening the slotted bolt until all slack has been removed and the strap is tight. 5. SET ANCHORS Refer to section home drawings for anchor installation information. Stabilizer plates are required for diagonal ties only. Preload anchor against stabilizer plate. Make certain all slack is removed and strap is tight. For single section homes in rocky soil conditions in Wind Zone 1 only (Soil Classifications 3 only), use minimum of 3 each V -Drive anchors per side. See drawing on page 6 for placement. t d Page 5 California 8/2001 Set -Up Instructions for Vector System #59018 (Kit #59018 is interchangeable with Kit #59007) Long U -B 1. Set Vector Pads Clear all vegetation where pads will rest. Place a long U -bolt in pad as shown. Press or ham- mer pad into the ground. 2. Set Block or piers on pads. Center foundation blocks or piers on pads.- Place ads:Place pre-cut center compression member between blocks, resting on pads, centers between U -bolts as shown. 3. Outside Tension Bracket Attach outside tension bracket as shown to out- side of pads. 4. Inside brackets & straps Attach the inside tie brackets to the U -bolts over the compression member. Attach a strap w/hook or swivel strap w/nut/washer &' bolt (washers are required). Place other end of the strap over opposite I-beam & down to outside tension bracket. Cut strap 12 - 15 inches past bracket. Attach strap & slotted bolt in bracket. Tighten strap until tight with 4-5 wraps around bolt. Repeat with opposite strap. Page 5a c California x/2001 Vector Dynamics Metal Pier. Installation For metal piers, place the piers in the center of the Vector pads. Set the single 44 or two 2x4's through the piers, centered in the U -bolts, so that the board(s) overhangs the Vector pads on each side by about 2'. Outside Tension brackets attach the same. Inside tie brackets mount *upside down' as shown in drawing. Metal piers using the Vector system can only be used on level ground installations. Conventional pier adjusters must be placed under beam with upturned edge directed towards the outside of the home. Pier capacity rating and spacing must be consistent with home manufacturers' installation instructions and/or state requirements. When using METAL PIER STANDS, cut lumber (2 - 2x4's or 1 - 44 per Vector system) for the center compression section, by measuring center to center frame distance and adding 16'. Optional Moisture Termite Shield may be required in certain regions. ALL WOOD MUST BE PRESSURE TREATED, GROUND CONTACT RATED. Adjustable steel strut (#59043) and PVC Schedule 40 pipe are not permitted to be substituted for lumber when using metal pier stands. V -Drive System for rocky soil Installation: conditions V -Drive anchors are used only with Zone 1, single section homes. Soil Class 1,2,& 3. V -Drive anchors are used only in Wind Zone I, on single section homes in areas where rocky soil conditions do not allow a conventional helix style anchor to be installed. For solid rock, Soil Class 1, predrilling of holes for the V -drive rods is recommended. Vector Systems are set following the general set up instructions provided. With the V -Drive anchor, the short 2x4 boards used with the outside tension brackets are discarded. In place of the short 2x4's, a longer 2x4 is used as per the diagram above. This 2x4 board should extend from the base of the Vector pier set to 5 inches from the side wall of the home. Place the V -Drive head over the end of the longer board. Using a heavy hammer or electric hammer gun, drive the three V -Drive anchor rods through the V -Drive heads at an angle of approximately 45 degrees under the home. The rods must come to a complete stop on the V -Drive h d. Attach a strap with hook, buckle or beam clamp to the frame and attach to the V -Drive head with a slotted bolt. Cut the strap end about ten inc the anchor head to allow at least five wraps around the slotted bolt. Continue tightening strap until all slack is out and strap is tight. Page 6 California 8/2001 Vector Dynamics Foundation Systems_ or Component Parts List F r t `= AN �.001� .. - - U, U Part #'s included: 59310, 59288, 59135, 10925, 59279, 83044z, 59232 & 59732 i Vector System 2000 Kit # 59018 Single piece pads with straps and slotted bolts Vector System Kit # 59007 P Part #'s included: 59275, 59282, 59276, 83044z & 10999 -------------------------------------------------------------------------------------------------------------- o ` e Concrete Vector System Kit # 59008 (for single stack blocks) Part #'s included: 59277, 59282, 10530, 83044z, 59279 & 59232 Part #'s included: 59273, 59282, 10530, 83044z, 59232 & 59279 Page 7 Concrete Vector System Kit # 59006 (for double stack blocks) e 6 California 8/2001 Vector Dynamics Foundation Systems Component Parts List IM0 Part #'s included: 59281, 59288,10925, 59232 & 83044z Part #'s included: 59269, 59113, 59282 & 10999 Adjustable Steel Compression Strut `R P/N 59043 nw,.,•:.' ,tom .,._..;a_ Or these products available at your local hardware store ' SSie«ea�edl Qy,alP(e Xqo< ea I ea.2 2 \e• AOQVCQ�pe . Vector 2000 3 Sq. Ft. Pad - Part # 59271 1 required with 59026 Longitudinal System 2 required with 59024 Lateral System Vector Lateral Hardware Kit Kit # 59024 (for use with 59271) V Drive Anchor Kit Kit # 59287 (for use with Kit#59007 only) A. Schedule 40 PVC pipe: 3-1/2" or 4" nominal schedule 40 polyvinyl chloride pipe or conduit made from type 1, grade 1, with cell classification 12454 as defined in ASTM D1784. Compound dimensions and tolerances in accordance to the requirements of ASTM D1785D. Color can be gray or white. Outside diameter is 4 inches. B. Ground Contact Rated Wood: No. 2 yellow pine or equivalent, pressure treated to AWPACI-1990 mini- mum, stamped "Ground Contact Rated" on wood or on label attached to the wood when purchased: c� Page 7A Califomia 8/2001 Vector Dynamics Individual Component Parts Detail Vector Dynamics Single Block Pad " e Part # 59275 1 Sq. Ft. 12 gauge, used in pairs 16-3/16" X 9" x 2-9/16" Vector Dynamics 2000 Single Block Pad Part # 59310 2 Sq. Ft. 12 gauge 18.719"x 15.625"x 3" Vector Dynamics Single Stack Concrete Pad Part # 59277 12 gauge 17-1/4" x 11" x 5-5/16" Vector Dynamics Double Stack Concrete Pad Part # 59273 12 gauge 18.75" x 18.625" x 5.188" Vector 2000 3 Sq. Ft. Pad Part # 59271 - 12 gauge 22.5" x 19.418" x 3" ® Vector Dynamics Tension Link Slotted Bolt o Part # 59282 ','i" Part # 59135 6.25" x 2.52" x 3" = 3" x 5/8" Vector 2000 Tension Link ® Long U -Bolt w/Nuts &Washers Part # 59288 0 p Part # 83044Z 2.125" x 2.375" x 2.06" 3/8" x 4" (16 Threads Per Inch) O Concrete Wedge Anchor Part # 10530 3/8" X 3-1/2" Page 713 ® ® Short U -Bolt w/Nuts & Washers Part # 10999 3/8" x 3" (16 Threads Per Inch) Californ Protecto-Strap Carriage. Bolt w/Nut & Washer a.. Part #59276 p Part # 10925 6.3" x 3.3" x 7/8" ® 1/2" X 2-1 /2" Strap Protectors as Protecto-Strap Part # 59232 Part # 59279 6.3" x 3.9" x 7/8" PVC Adaptor Part # 59281 ® Carriage Bolt w/Nut & Washer 7.25" x 4/56" x 1.42" Part # 10624 3/8"16 x 4.5" Tie Down Marked & Certified G60 Galvanized Strapping Model Part # Length MS35 59150 35' MS37 59155 37' Tie Down Marked & MS42 59160 42' MS60 59165. 60' Certified G120 Strap w/Swivel Connector MS600 59170 600' Part # Length . 59732 .12' O 59734 14'.-. -© 59736 16' Frame Tie w/Hook 8 ft. • - _ P/N 59195 10 ft. P/N 59210 Earth Anchors 12 ft. P/N 59211 Longer Lengths Available . 0: 30" x 3/4" with 2-4" helix Black Paint: Part #59095 Galvanized: Part #59079 ,:.:...._ Earth Anchor Stabilizer V Drive Head- 12" wide Part #59269 Black Paint: Part #59292 Galvanized: Part #59294 Drive Rods ®NN Part #59113 o nage r u LW-iuiiutYI Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 1 of 2 These instructions are an addendum to the standard Vector Dynamics instructions. Read and follow all applicable instructions and guidelines in the Vector instructions and home installation manual. The Vector system for concrete pads applies to concrete footers, runners and slabs. Minimum size of concrete per Vector pier is 24" x 24" x 4"(for part #59006 or 59008) or 18" round X 12" deep (for part # 59008 only). The bottom of footers must be below the frost line or a minimum of 4" below finished grade whichever is greater. Concrete must be a minimum of 2500 PSI and sufficiently cured and set to accommodate an anchor bolt to its' full load resistance. 1. Determine location of pier sets where the Vector systems will be located. 2. Place one Vector concrete pad (galv. metal) on the concrete where the pier will be located, centered under the I-beam of the home. Place the upturned edge towards the center of the home and directed to the opposite Vector pier. Do the same for the opposite Vector pier. 3. Measure the distance between the two Vector system pads at the base where the Vector pad meets the concrete. Cut two ground treated 2x4's this length and place between the piers as shown. 4. Place a long u -bolt under the 2x4's and through the holes of the Vector pad as shown. 5. Place the concrete pier blocks on the Vector pad. Center the blocks under the frame. The upturned edge end of the Vector pads should be up against the inside of the pier blocks. 6. Build vector piers but do not wedge at this time. 7. Using a concrete drill bit, drill two 3/8" diameter holes on each side into the concrete using the holes in the Vector pad as a guide. Drill the holes 3 inches deep. 8. Place an outside tension bracket on the Vector pad as shown in Illustration one. Line up the holes in the bracket, Vector pad and concrete pad. Illustration One 416 Vector pad for concret Concrete footer Page 8 Wood Cap and wedge Outside Tension Bracket Wed e B re California /2001 Vector Dynamics System for Concrete Applications Instructions for Vector Kit #59008 (for single stack blocks) or Vector Kit #59006 (for single or double stack blocks) Page 2 of 2 i 9.. Put a washer and nut on one of the 3/8" x 3-3/4" wedge anchors provided. The nut should be screwed on enough to have 1 or 2 threads showing on the top of the bolt. Place the wedge end of the bolt into one of the holes, going through the outside tension bracket, metal Vector pad and into the concrete. 10. Using a hammer, tap the wedge bolt into the hole. Maximum height for expansion bolt above concrete is 2". 11. Repeat for the other hole in the outside tension bracket and the two holes on the other Vector system pier set. 12. Place an inside tie bracket over the u -bolt so that the lip of the bracket is between the Vector plate and concrete blocks. Place washers and nuts on each U -bolt. Do not tighten yet. 13. Attach a strap with hook or crimp seal to the inside tie bracket, with sufficient length to go over the opposite pier and down to the outside tension bracket, plus 12 inches for wrapping the slotted bolt. Repeat for the opposite side. 14. Tighten inside u -bolts at this time. 15. Use the outside tension brackets. to remove any space between the outside tension brackets, concrete. blocks and the inside edge of the Vector pad, by tapping the brackets with a hammer. 16. Wedge the pier set at this time. 17. Using a 9/1.6" socket wrench, tighten all of the wedge/anchor bolts, securing the outside tension bracket and Vector pad to the concrete. 18. Using a slotted bolt in the outside tension brackets, insert strap through slotted bolt with end of strap aligned with outside edge of bolt. Tum slotted bolt until straps are tight using at least five turns on the slotted bolts. Illustration Two Inside Tie Bracket Compression boards U -bolt Page 9 Vector pad for concrete Concrete footer lto�l California 2001 T ni 0 Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 1 4 3 WIND ZONE I Vector Dynamics Systems Required for Single Section Homes (Materials Required) 1 ` Qi Yomem segecto< \ia k)a1 of a e� �a spa h EXampshOWs m�s� be tOil 1 san WIND ZONE I (not to scale) co o� �2 sq. ft. pad instructions and/or state requirements. Maximum allowable working drag load for the Vector System with the steel compression strut is Soil Classifications: 2, 3, 4A, & 4B 3,150 pounds per K2 Engineering test report. Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095),12" stabilizer plates (55292), 1-1/4" frame ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side 0 to 72' 3 2 73 to 90 1 4 3 * Anchor and stabilizer plate combination Each Vector Foundat/on System requires # One \kctor Kit, 2 slotted bolts V 2 ea. 1-1/4 In. lies, length will vary with pier height (4725 Ib. min. break), V 1 ea. 4 x 4 pressure treated wood compression member V or 2 ea. 2 x 4 pressure treated wood compression member V or 1 ea. 3-1/2" or 4 nominal SCH 40 PVC pipe compression member V or 1 TDE adjustable steel strut . -WIND ZONE I Vector Dynamics Systems Required - - Single Section Homes Difficult Soil Conditions '• - - = - - - ' i �'\` - FEXatmT2 ft Ss•- ; �,deli;n-es,"NF ' tnSd%O er,of SIS 9. stag16set�R .gforatio p\e198�Shome sm1 be ;11Wstanaspacn9 undtionPads o ' I R. r. 34 NOTE:`Vector Systems should be spaced as evenly as 4 $ Is practicable along the length of the home. Pier spacing must be consistent with home manulacturers' Installation kistnlCU0n5 arbor state milit Enlant5, •` Maximum allowable working drag load r for the Vector System with the steel - • r• •i ' compression strut Is 3,150 pounds per Soil Classifications: 2, 3, . '. the K2 Engineering test report. • Soil Bearing Capacity: 1,000 PSF minimum - Anchors Required": "V" Drive Anchor, Part Number 59269 •4; J'A , nv r ,. f •r 1-1/4" frame ties w/4725 lbs. min. breaking strength. V-rie anchrs'When using "V" Drive Anchors o are used only in. WIND ZONE I 2. r (not to `scale) Home Length Vector Systems r Anchors Required ' Requlrea�-' •• J' Per Side" 0t0572' • 3 3• ' 73'690', 4 4 Each Vector Foundation System requires • One Vector Kit, 2 "V" Drive Anchors, 4 slotted bolts • 2 ea. 1-1/4 In. tie, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood compression member • • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2".or 4" nominal SCH 40 PVC pipe compression center fi ? C " • on or 1 TDE(adjustable steel strut r lir..! ember only) „• _ V" Drive Anchor, Part' Number 59269 � • 2 ea. 2x4 pressure treated wood for ' "V" Drive Anchor connection. Note: PVC pipe cannot be substituted for wood on the r N 2 Sq. ft., pad - , . "v" Drive Anchor connections. o 0 N CD N 00 N 0 0 ,•_- \ Metal Pier Sets - - .ZONE I 1 , Vector Dynamics Systems Required for Single Section Homes Up to 72 ft." I � (Materials Required) _ �t�or\ htor s s emsal g�1de11res - _ " �2 {t s� agigg fossa\talion manu EXa,Psh 1 genets o home 1 _ Ust b 1 ' pn � 1 111Ustrand sPacn9 m onpadsa I \ nds1% .c. I I . _ 1 Foy , 1 — 1_ ' •e I' " " ' ' ' _ _.. IVO• Soil Classifications: Soil Bearing Capacity: Anchors Required: 2, 3, 4A,&Q 1,000 PSF minimum 3/4" x 30" with 4" helix anchor (59095) 12" stabilizer plates (55292), 4 ea. 1 1/4" frame ties Each Vector Foundation System requires one Vector Kit, 2 slotted bolts 2 ea. 1-1/4 x 12 ft. ties (4725 Ib. min..break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member Home Length Vector Systems Required Anchors Required Per Side ' 0 to 72' 3 2 73' to 90' 4 3 ' 2 sq. tt. pad- ' ' Anchor and stabilizer plate combination W— A„ &, NOTE: Vector Systems should be spaced as evenly as is practicable along the length of the home. 1 ` WIND ZONE I -" �.onh°mems, �,dei�nes'':'.., Vector Dynamics. Systems Required - - _ y y q , _ oe gec fectOt sY �a�ua19 for,Double Section Homes ; _ - - ' " 2 72 ft d pac1�g'of a\\at%o" (Materials Required} �. E)ampshows 9eti be to h - Oustc a1nd SPOn acir`9 MUS ads \ r Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. 0 0 \2 sq. ft. pad/ Soil Classifications: Soil Bearing Capacity: Anchors Required: • NOTE: Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent whh home manufacturers' installation Instructions; and/or state requirements. 2, 3, 4A, & 46 1,000 PSF minimum, None (marriage wall anchors may be required by home manufacturer) Home Length Vector Systems Required 0 to 48' 2 . 48' to 71' 3 72' to 89' 4 Each Vector Foundation system requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break), • 1 ea. 4 x 4 pressure treated wood -compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel strut O Ws OD N O 0 WIND ZONE 1 Vector Dynamics Systems Rei for Multi Section Homes (Materials Required) Soil Classifications: 2, 3, 4A, & 4B Steil 8earina Caoacily: 1.000 PSF minimum I— w i red . Sq Vector �� rQt yg rt,8(wal 9\dellnes \ ; I♦ R _ amp9. 9 us%be 1O elfic Pau' 1 "—' ,1` `♦ �`=v �` � 't rte' ,a� `�� C*--= ` �.\ 1 t " ' ` a"tri � 4 � 'y iris `�' � ♦ ♦ \ I ♦ ♦ 1 ems@ `\ '� _ "r--� — �,;� \ I 'i �apti ", ,rGi C u ♦ v Anchors Required Home Length Vector Systems Required', Per Side Homes up to 48' 2 Vector Foundation Systems 0 Homes over 48' 3 Vector Foundation Systems 0 up to 52' Homes over 52' 4 Vector Foundation Systems 0 up to 76' WIND ZONE 1 NOTE: Shear wall, ridge beam support posts & marriage wall straps & anchors may be required by the home manufacturer. Vector systems should be spaced as evenly as Is practicable along the length of the home. A two foot variance + or - is allowable at each system.Pler spacing must be consistent with the home installation manual. sq. ft. pa/ Iss Maximum allowable working drag load for the Vector System with the steel compression strut is 3,150 pounds per the K2 Engineering test report. Materials: Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe wm ression member or 1 TDE adjustable ateePstrut N T N (n CD WIND ZONE II (not to scale) 4 a CO N 0 R �2 sq. ft. pad `NOTE: For single section homes with eaves that exceed 6 Inches in Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be Installed in additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per st report. Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side* - - I WIND ZONE II (Hurricane) 4 5 49' to 60" 5 1 \ Vector Systems Requiredforngle 61' to 72' 6 6 7 \ D�namics Section Homes _ _ ." ""Ines.1 rote S' °n M g aide\I 85' to 90' 1 I (Materials Requlre.d}: -' ' t ft s-rgle jeckO�on Manua, _ _ A - - ' °I a 2 �a� spa°Mme lnsta0 EXampS-0044S 9eust be to h° 1 , 1\\ustcatnd Spacing rn F undatlo I � O r , WIND ZONE II (not to scale) 4 a CO N 0 R �2 sq. ft. pad `NOTE: For single section homes with eaves that exceed 6 Inches in Zone 2, two additional frame tie anchors with stabilizer plates (one anchor and one plate per side) must be Installed in additon to the number of anchors listed In the chart below. Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per st report. Soil Classifications: 2, 3, 4A, & 4B the K2 Engineering to Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side* Eaves 6" or less Eaves over 6" less than or actual to 12" 0to48' 4 4 5 49' to 60" 5 5 6 61' to 72' 6 6 7 73" to 84' 7 7 8 85' to 90' 8 8 9 Vector Systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with home manufacturers' Instructions and/or state requirements. Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or '1 ea. 3-1/2" or 4" nominal SCH 40 PVC pipe compression membe • or 1 TDE adjustable steel Strut WIND ZONE II Vector Dynamics Systems Required �e - ome g0\is„n-e$. 00 for Double Section Homes _ctws\,Njemaa (Materials Required) �2�ougiort o�a spate \nsta necahom V Vector Systems Required t� 0 to 48' CD Maximum allowable working drag load 49' to 60" for the Vector System with the steel 5 compression strut is 3,150 pounds per 6 the K2 Engineering test report. n N O 3 W NOTE: Vector Systems should be spaced as evenly as Is prat the length of the home. Pier spacing must be eonsiste manufacturers' Instructions and/or state requlrementi - - - EXamp ah°Ws g ust be to \\\ust(00 dspac\ng a dat\on pads V:oun c� Y: MA WIND ZONE II (not to scale) \2 sq. ft. pad/ Soil Classifications: 2, 3, 4A, & 4B Soil Bearing Capacity: 1,000 PSF minimum Anchors Required': 30" with 4" helix anchor (59095), 1-1/4" vertical ties w/4725 lbs. min. breaking strength. Home Length Vector Systems Required Anchors Required Per Side ” 0 to 48' 4 4 49' to 60" 5 5 61' to 72' 6 6 73" to 84' 7 7 85' to 90' 1 8 1 8 Each Vector Foundation System requires • One Vector Kit, 2 slotted bolts • 2 ea. 1-1/4 in. ties, length will vary with pier height (4725 Ib. min. break). • 1 ea. 4 x 4 pressure treated wood compression member • or 2 ea. 2 x 4 pressure treated wood compression member • or 1 ea. 3-1/2" or 4• nominal SCH 40 PVC pipe compression member • or 1 TDE adjustable steel Strut n� ca CD v Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 NOTE: Longitudinal stabilization is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. N 2 sq. ft. pad 00 N 0: 0 Soil Classifications: 2, 3, 4A, & 4B Soil Bearina Capacity: 1,000 PSF minimum Home Length Vector Systems Required Per Side Required Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 WIND ZONE 2 i ora y ,e Vie; 0�tda„yea . J ., Vector Dynamics Systems Required _ _ - - " .0 �e��;�a� a1 011,1111 ln9 lnalatlalO� as— — I' `, ” 1� 3 Section Homes " 1e a> a sh °W a to h°ma m tb os up to 90' , (Materials Required) �----„edgrs;;dSP °��s P �;`'�. 1 FO��datto� 1 _ i aai? 1 st ;a_ � ,_� • � ../lite.. G. `/ 1 n� ca CD v Maximum allowable working drag load for the Vector System with the steel compression strut Is 3,150 pounds per the K2 Engineering test report. WIND ZONE 2 NOTE: Longitudinal stabilization is required. Vector systems should be spaced as evenly as Is practicable along the length of the home. Pier spacing must be consistent with the home Installation manual. N 2 sq. ft. pad 00 N 0: 0 Soil Classifications: 2, 3, 4A, & 4B Soil Bearina Capacity: 1,000 PSF minimum Home Length Vector Systems Required Per Side Required Homes up to 48' 4 Vector Foundation Systems 4 Homesover 49' 5 Vector Foundation Systems 5 up to 60' Homes over 61' 6 Vector Foundation Systems 6 up to 72' Homes over 73' 7 Vector foundation Systems 7 up to 84' Homes over 85' 8 Vector Foundation Systems 8 up to 90' Materials: r 'Anchors Required: 3/4' x 30” anchor (59095), with vertical straps Each Vector foundation system requires One Vector Kit 2 ea. 1-1/4 In. ties (4725 Ib. min. break) 1 ea. 4 x 4 wood compression member or 2 ea. 2 x 4 wood compression member or 3-1/2" or 4" nominal SCH40 Pipe compression member or 1 TDE adjustable steel strut VECTOR DYNAMICS INSTALLATION DESIGN INSTRUCTIONS. This Vector Dynamics Foundation system instruction is applicable only on homes set on soils classified as Class 4A 413, 3 and 2 as described in the table below. For separate instructions for sub -soil, Class 5 conditions (above .50 in. lbs.), contact Tie Down Engineering. SOIL CLASSIFICATIONS Soil Class Types of Soils Blow Count (ASTM Soil Test Probe (1) D1586) Torque Value (2) 1 Sound hard rock...... NA NA Very dense and/or 40 -up More than 550 in. lbs. cemented sands, coarse 2 gravel and cobbles, preloaded silts, clays, and corals' Medium -dense coarse 24-39 350-549 in. lbs. 3 sands, sandy gravels, very stiff silts and clays 4A Loose to medium dense 14-23 275-349 in. lbs sands, firm to stiff clays 4B and silts,'alluvian fill 175-275 in. lbs Peat, organic silts, 0-14 175 in. lbs 5 inundated silts, loose fine and lower sand, alluvium, loess, varied clays, fill, fly ash. ' (1) The purpose of the soil test probe is to gage the strength of the soil below the'surface and near the anchor's helical plate. The strength of the soil is estimated in terms of its' resistance to penetration (flow) under load by means of the torque probe and is measured in inch lbs. The test probe has a helix on it. The overall length of the helical section is 10.75 in.; the major diameter is 1.25 in.; the minor diameter is 0.81 in.; the pitch is 1.75 in. The shaft must be of suitable length for anchor depth. (2) A measure synonymous with moment of a force when distributed around the shaft of the test probe. Information about geographical areas of termite infestations which might require the optional termite and moisture shield when a wood compression member is used may be obtained from the local building official or may be found in the 1995 edition of the One and Two Family Dwelling, Code. Page 18 ,7 California 8N001 REQUEST FOR INSPECTION Permit No. t/ v ,� Lozation: • Owner: ""�C— Contractor: Call Q Phone: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. Form Rough Rough (�PRE- Fnd/Ftg Frame/Underfloor Stucco Lath Stucco Brown Woodstove Brace Panel Top Out Gas Piping/Test Temp. Gas Sewer Piping Water Piping Temp. Service Main Service Underground Well Circuit Corrections Final Job Status Permit Renewal Ve � i..es Mobile Site POOL Insulation Shower Pan Nailing Gunite Demo Bonding Corrections Corrections Corrections Light Niche Ready for 3 (Se Inspec. on. �J Final Final Final Corrections Final Date: Comment: PRE -INSPECTION REPORT OWNER - w`'�-O DATE: LOCATION: `� % f - A.P. #- • 6 c/ ��� -��- CONTRACTOR ZONII!jO:A PRE-124SPETIONFOR: d- — U r` DATE TO IKSPECTOFL �;'9 PERMIT HISTORY:( ) NONE FOLLOWS: BU LDING JNSPBCTOR`S REPORT Bonding Description: Ceaime c:a]/Usage: Residentiallf of Units: Curraatly Occupied AbandoneaVacaat Electric: Yes 4 No Electric currently On Off Condition of Electric Gas: ., Natural Propane None._ Cur=tiY On Off Obvious Problems: S=lUdon: Plumbing Working Well wori:ing 7• , Potable Water Obvious SewageProblems Comments: r4 ACTION RECOMMENDED: ISSUE: HOLD FO JI lo�►1�►,,,� �' � s -.elf- l`o a-.�-��.s � ;; � _ _' �r, t Date "-Inspector: - Sketch buildings on reverse; and indicate location on proper • y� t t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SER=ES - SUFLDING DIVISION 7 County Center Driva • Oroville, California 95965 & Tel --hone (530) 838-1541 - PMAT 140• ,z 6, APPLI CATION AND PERMIT BUILDING FAIR U SQ. FT I Oce. BUELDiNG VAL.URTIDN iNb=r5n mum =ORE= mum =1r, I r4=9=Cmscomm arra I s�ovmns etas LMEOFS iRUCTURE 3F 0 Duplex D h bb3ehoane `, Offer TYPE OF WORK E'er G A:U=- 0 Ran:del 13 Uniffm 13 hdalsi= D Oar 0 Descrbs Worm SRA $ PER= Fm E3ECTRIMU PEFOrr F'Bng Fee zD.oD ESlein Sewe.e amu a c'� 29.00 Wm swvlbs, nano► rD unw 4SOD FEE I t 6.50 DD Nbble Hams E�Ss'tslia5on Fee : ` slaw hsspe_-6on Fee � �� %' � "m TOTAL FEE $ A T(> s _ � � _` d F� V� FL77D COF pWGg PD !� GSLF rwli �Q pew is heresy Ensued under She ap?ir�ble prov sans of the E9u� County Code anwar Resalufmns b do work lnfl�d shwa fit which fees have been Paid. 3y Dsia: Re ptNs. _n PERM[T r?1RSS ofd Iaw Valuation 5 .� ' Rh Fee $ 20.D0 pammFea, 4 - Plan Chi Fes -%mmy pian Chug Fes S pm r FEE s Pwtxmma •PERtaT ribg Fee I 20.DD Ea.lt Trap 7. D D %Lv or hest p=p w he hem 28.DD Wdmr pwmg . 15.00 (;- '- -%_b p= ymiar hazier or vard I S.DD G.es 1 -5 =Tflets I S.DD smww 15.DD I_5- kknhtm W!!,mm 13 1 G I W I C20.D0 PER= Fm E3ECTRIMU PEFOrr F'Bng Fee zD.oD ESlein Sewe.e amu a c'� 29.00 Wm swvlbs, nano► rD unw 4SOD FEE I t 6.50 DD Nbble Hams E�Ss'tslia5on Fee : ` slaw hsspe_-6on Fee � �� %' � "m TOTAL FEE $ A T(> s _ � � _` d F� V� FL77D COF pWGg PD !� GSLF rwli �Q pew is heresy Ensued under She ap?ir�ble prov sans of the E9u� County Code anwar Resalufmns b do work lnfl�d shwa fit which fees have been Paid. 3y Dsia: Re ptNs. _n PERM[T r?1RSS ofd vek A I*F- 63_2-5 Jo I S,,eph (uinn 97NSilverle 4 a 4D-iLot 162, KR 1,Oro. 4 Perm N905-75 P'E (util./NH) ELEC. GAS J SUPPORT STRU"C�. REQ. COMPACTION. TEST 34-6---I��5 - PONTR: Carneros Mobile obilp Trans.,Napa Permit #5743-75MI-,Ii Issued— Permit #257-76B (new ca'rpo;�-k/-M-H), 4-66-9 Permit #2482-76B(nerw cov- 3--&- .f.redl Speck Llo4_9 4�se 12 -2 -S- 779-si-Mrleaf Dr., lot 162, KR#I, Oro. Permit #666-79 1 R-* " 1 g elle 0 velf d- g1try I 666-79B PE O. -;, PERMIT EXPIRES 'OWNER . ICONTR. owner �.,. LOtATION- (A.P. 34-63-25 ) 497 Silverkaf Dr., lot 162, KR#l, Oroville 1 • .. i - t i Temp. Power Pole Called PG&E Temp. Elea Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) " (Signature) i . r ,� Setback Forms Main BI Footi Stemv Slab Piers Stemwal I Slab COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS . BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Firewall Soil Piping Restroom Finish Windows Siding Roof Sheathing Roofing Fdn. Vents Garage Vents Insulation Prov. for physically handicaooed Conformance of ex. 1st Floor 2nd Floor 3rd Floor Topout Water Piping Sewer Fixtures Water Htr. Heaters . Appliances Gas Piping & Test TemD. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors T F Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drivd - Ofoville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT (1046 _,�79 BUILDING Owner G 6 t CJ SO. FT. OCC. BUILDING VALUATION Mai Iing Address R/ e e// / • Telephone No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee I PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. NO. ��. r Zonin &Planning Water piping 1.50 Each gas water heater or vent 1.50 Fk k_e. SlatritatFon FIreDept. FireZone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map R/W Improv is Each additional outlet .30 Building sewer 5.00 Bldg. PI ec'd I Porcel Approyal Plans proval Lawn sprinkler system 2.00' NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 606V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD•L 100 AMP 2.50 ^ Main service OVER e0ov 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONS. DWELINGOR ADDNST ( ACCLBLDGS.CCUP. B\ 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9. Div. 3, of the State of California Business & Professions Code under the name st le of: y NEW CONSTR.MULTI H CII T NON-RESID � BRANCH CIRCUITS 12.50ea NEW CONSTR (POWER APPARATUS 11 NON-RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXT11RES I g L2; EO// FIXED APPLNS. OR x. ccu 2.00 p•(OUTLETS (RESID.) EA� Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 K, C91 am exempt from the Contractors License Laws of the State of Califomia. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 19I 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 the Workmen's Compensation Laws of California. @ MECHANICAL No. FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 Land Development Fee $ TOTAL- PERMIT FEE $ OZ autnorize representatives of the county or ttutte to enter upon the above-mentioned property for inspection purposes. % X AePC. Date ignature of Per gent dC2 r Receipt No. White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR-O"UBLIC WORKS By �. Dates2 19 B ilding permit expires Date ;2—! 3- RO 32 BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT Owner: 00t< A. P. Address: 4 97 /C. rA%C b2 Ole-, e__-) Date of Ins ection � av Tenant: Inspecto Building Location: Li Type of -Inspection requested: 771. Housing ,[� 2. Financing 4. Other (specify) fBU11. V/N Present use of building: - A. Sanitation (Housin 1. Water closet: LL 3. Change of Occupancy to 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: '12. Connection to water supply: 13. Rubbish and garbage facilities: 14. Comments B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: . C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: D. Plumb in 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments / 7-S ( O'_-) 4zl"'. (continued on back) E. Other 1._ Maintenance and repair: 2. Fire hazards: I. Safety hazards: 4. Weather protection: S.` Underfloor and attic ventilation: 6. Comments•' F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: r 4. Restroom floors and walls: S. Exits: 6. improvements: 7. Zoning: 8. Comments: G. Field Problems or Violations 1: Problem or violation (give complete description) : Coit/ 7�-9ac-T;F_) rX<57- t�u;—;7 c.Ac w/ r/Yoc (-r l� z,1A11TS 2. What action taken (give c°�lete description):mo suew/7-_ 3. What action recommended: T7A. Information only - file. /�B-. Hold for .tea (10) days, then write letter. C. Write letter. 77D.. Other: /O ^.t PERMIT NO. 257-76B i P 0 E M SMH UTIL. iPERMIT NO. PERMIT EXPIRES JL 3V / OWNER Joseph Quinn GONTR. owner (LOCATION (A.P. 34-63-25 ) - � s F497 Silverleaf Dr., Oroville 1:. 1k> V �. i p Temp. Power Pole Called PG&E t Temp. Elea Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB A D 7� - FINALED Gd (Date (Sign 64) I .i a Framing v / COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Water Htr. BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathin GK, Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. StemwaI l Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. ,/ structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing v / Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DAT E REMARKS OR CORRECTIONS GL<JavGf Ar of/fees 0.,1 bN ilL/cs� ® `q `i v aL WO w117Cv oa Wo 40 P7 ® VAI N3 c> �'O " -74 en zo'�G JCOUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — ,&oville, California 95965 _ Telephone: 514-4541 �v APPLICATION AND PERMIT BUILDING Owner Zf 14 SQ. FT. OCC. BUILDING VALUATION {� / Mailing Address f1 1,P� //0- Contractor Mai I Ing Address Building Address !V-9 7 ��el elephone No. A. P. No. — Zoning & Planning WS San' ion Fire Dept. Fire Zone Use Permit EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Im r p ovemen Bldg. Plans Rec'd Parce411pprov anArpproval NEW g ADDITION ❑ UTILITIES ❑ OTHER ❑ Single Family ❑ Duplex ❑ Mobil Home Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classification I am exempt frim the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this 401 permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 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 County of Butte to enter upon the above-mentioned property for inspection purposes. X0,0-41:fL � pate / ignature of Permitee or Agent Or I Receipt No. White-D.P.W. - Yellcw-Assessor - Pink -Inspector - Goldenrod -Applicant Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or less) (marathon 12) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Receps„ switches & fix outlets Hood, Ex. Fan or F.A. Furn. Motor Evap. cooler, gar. disp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wirinq FEE $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 Permit Fee $ MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ TOTAL PERMIT FEE $ 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 p DIRECTOR OF U LIC WORKS By Date /— y 3 - 7 (� ilding permit expires Date 77- cl zoo A. r, MH UTIL. PERMIT NO. -4905-75 P,E P 4' E M o MH UTIL. PERMIT NO. is PERMIT EXPIRES ZdZ�Z76 „OWNER Joseph Quinn CONTR. owner LOCATION (A.P. 34-63-25 ) 497 Silverleaf Dr., Lot 162, KR.#1, Oroville w 3 l) c Temp. Power Pole Called PG&E _ Temp. Elea Serv.�'"�'- 7� - Called PG&E Temp. Gas Serv. Called PG&E .log FINALED )-/77-> (Date) .(Signature) • L COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping-� Piers Roofing Sewer - 2 -7 lf__ Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough _ %J Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE -REMARKS OR CORRECTIONS 1 !0 Olt y MOBILEHOME .INSTALLATION; IMUECTION CHECK LIST 1. Is the mobilehome located with required sepal atioh from lot lines and buildings and.generally conform to plot plan? Yes_X. No .2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes No. 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.).(Sec. 5082 & 5083) Yes >No 4. Is the mobilehome level? (Sec. 5088) 'Yes ><,No_ 5. If more than a•single unit, are crossover connections properly.installed? (Sec. 5088) Yes No 6•. Water A. Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec..5566) Yes -4 No B. Test Does water piping withstand working pressure or 50 lbs. air test? Yes -4 No C. Backflow - If coach is not State of California approved, does station have backflow device and pressure -relief valve? Yes_ No 7. Wastes and Drains A.. Is connection made with Schedule 40 DWV and have flex connectors at. each end? Yes No B. Does it have minimum 4" per foot slope and is it properly supported? Yes No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture including washing machine standpipe?:..Yes No__)e D. If coach'is'not State of California approved, does station have required trap and vent? Yes No 8. Gas .Piping and Gas Vents A. Connector -'Is mobilehome connected to the gas supply with. -- pproved 3/.4" minimum mobilehome connector not more than,6 ft, long.? Note: Al piping is to be at least as large as the mobilehome. as line iiilet without reducti s other than the mobilehome . connector. YesNo B. Test OK as per following procedur Yes No 1. Open all appliance.connector val S. 2.. Shut off appliance burner and pilot a es. 3. Air test with manometer to 10"- "water co or test Edith slope gauge (minimum 6oz.-maximum 8 oz.`) calibrat in tenth pound creme'nts_. Test for 10 min, without drop. 4. Connect gas meter to m ilehome with connector, turn soapy water. C.' Are all appliance vents properly installed? Yes No gas, test connections with 9. Electrical A. Is service large enough to provide- adeTiate amperage -to mobilehome (must equal rating of mobilehome with a minimum of 1.00 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes-"" No B. Is there proper clearances around panels? Yes No C. Is power supply cord or feeder assembly properly fused? Yes>< No D. Is continuity test satisfactory as per the following procedure? Yes No 1. De -energize electrical wiring system of the mobilehome at the pedestal, 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mob.i.lehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from . such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health 'Department for water and sanitation? p J r. °11. If everything okay, sign off card and tag services. MOBILEHOME.DATA 11 Manufacturer and/or Namestyle �nrr>'1 �C//P1 e- L�CJ. Length 6e) Width Vehicle Serial No. -j--! 97 3. S State Identification No. Additional.Information or Comments: COUNTY OF -BUTTE - DEP;ARTM�FNT OF PUBLIC WORKS "7 County Center Drive Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT G� authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date �S re o rmi tee r t Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector —Goldenrod -Applicant 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. DIRECTOR OFIRIBLIC WORKS By Date 11-13-73 euildin'g permit expires Date 3 _7 BUILDING Owner/,o-s SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contractor Q T Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. O --N/ permit Fee Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 lVe1e r' a Each Trap 1.50 L.(7 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. — — Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 / lsan"e+k"d Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Parcel Declaration' Parcel Ma P 60' R/W Im r p ov nts Lawn sprinkler system 2.00 �Pllaans Bldg. adns Rec'd Parc Approval Plans Approval Permit Fee $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ' f 10-!0 -75 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) — Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures b �210 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of:^^A,� l6%/°n.-_eds 1111!! ile- 7mn_s, nrT Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole. 5.00 /1-�/ License No._o�s9SS {SClassification C.. Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑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 the Workmen's Compensation Laws of California. MECHANICAL No. @ I FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 TOTAL PERMIT FEE $ — authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. Date �S re o rmi tee r t Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector —Goldenrod -Applicant 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. DIRECTOR OFIRIBLIC WORKS By Date 11-13-73 euildin'g permit expires Date 3 _7 W CL E COUNTY OF BUTTE - Department of Public Works p, p�a7D 7 County Center Drive, Oroville, ' Californiara,/ 'I PHONE: 534=4541 I Length = Cn rt r, M MOBILEHOME'INSTALLATION INFORMATION Lot Facilities Mobilehome Data 1. Plot plan dimensioned, location of mobile 1. Length O Width 2'4 z and utility connections? Manufacturer Yes_ No Vehicle Serial -No. -I. 2. Electrical.service equipment ampacity ZOO Insigna*'Control No. Circuit breaker ampacity 2 o 0 2. Feeder. assembly ampacity 2e:>0 Permanent Wiring Connection -- Conduit 'size Ampacity :?-00 Power supply cord- Receptacle 9 Ampaeity. .;' - 3. Gas inlet size 3. Gas: Natural LPG - Mobilehome connector size — Gas riser size — Capacity. 4. Drain inlet size 57'/ 4. Drain connector: describe on reverse side 5. Slater riser. size ��,¢ " 5. Water- connector::. describe on `reverse- side. 6. 'Are utility connections located -outside 6. Designed loads: _ the rear 1/3 of .the mobilebome within Roof live load 2 0 psf. 4 feet of the left wall? Yes No wind load /-S psf. If not,- show dimensions. above.(only for *aobilehomes manufactured after 7. Is'the mobilehome clear of septic tank, October 7, 1973) leach fields and located"outside public 7. Manufacturer's installation instructions?' utility easements? YesNo Yes No _. 8. Do you propose to do other work on the property other than the mobilehome 8. Will•the mobile.home:be installed .on a installation which will require a permit y separate support structure. s ........... N. - Ye Yes No_ �-- _ If so, specify �. ADDITIONAL C%Z!:"_:TS Drain Connector, Describe.:FG�y, Water Connector, DescribeGO7tfc2 ' �2✓$/�!G S � A. Q �J� LOAD BEARING SUPPORT AND 'r'OOTING INFORMATION Pier SpacingUsed��� /1 -fl -A Max{mum Pier Load ZJ o v n Maximum Column Load (multi -units only) ..roo0'� its Soil Bearing Capacity. Footing Dimension Usc*7 k 30 may♦ � TYPE OF PIER USED I. Steel Concrete Concrete Block_ Other . TYPE OF FOOTING MATtiRIAL USED Pressure Treated Wood-4— Concrete Redwood (Grade) Other Approved Type LOAD BEARING SUPPORTS BUTTE COUNTY BUILDING DEPARTMENT `_. APPROVED COUNTY OF BUTTE — DEP,A;RTMF_NT OF PUBLIC WORKS 9D%� 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541. APPLICATION AND PERMIT 7 > BUILDING ' Owner'�� i SQ. -FT. OCC. BUILDING VALUATION Mailing Address�js�J, o-ii�fJPlf� �2 > e _ Ov �A Telephone No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee is Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 3.mt^) Each Trap 1.50 Repair drainage or vent piping r 1.50 Water piping %Q-OQ Each gas water heater or vent 1.50 A P No - c P Gas piping system 1 - 5 outlets 1.50 additional outlet .30 F ✓Each vim. $�ijj�}p(� Fire Dept. Fire Zone se Permit Building sewer (J-O� EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Improvements p Lawn'sprinkler system 2.00 , 1084?fl Recd Parcel Approval 'P PI 'spproval Permit Fee. $ NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 5.00 Main service incl. 1 meter �,pQ Additional meters, each 1.00 Sub -panel (12 or less) (more than 12). Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1.00 Pr— lo` F� �� L Water Heater or Space Heater 201 °00 Light fixtures , y Recaps.-, switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div.. 3, of the State of California Business & Professions Code underthe name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar: disp. or D.W. 1.00 Air conditioner or heat pump Water pump ' Mobil Home Facilities 5.88.5 OU Temp. Power Pole 5.00 Lice se No. Classification Misc. wiring . B'01'am exempt from the Contractors License Laws of the State of California. Permit Fee $ -- $ 10� MECHANICAL No. @- FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California•Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 . . Heating Cooling M Ventilation Hood 2.00 Permit Fee $ $ 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 buildina construction. and hereby TOTAL PERMIT FEE $ �� C authorize r resentatives of the County of Butte to enter upon the above -m i ned property for inspection purposes. X ate '> Zlels- ignature of Permitee or Agent _ Receipt No. a 7>Z White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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. DIRECTOR OF PUBLIC WORKS By ,� Date X Building permit expires Date e®,!!2,x7 6 LOT 1G2 MOTE:—All Materials & Workmanship Shall Be in Accordance with Recnnnized Good Practices and UNIT 1 of a quality prescribed for the Specified use in the Uniform Building, Plumbing & M l Codes and the.:National Electrical CodV1.7 the - �4=' All utility connections shall e=2S9o::0 located within 4 ft. outside the rea► third section of the mobile home on the left (road) side of the mobi home. permit will 6e required dor fuel` I installation of the mobilehom",' csT- chis set of plana _a =• MUST b° 'AW on the job at all times and it is unlawful to make any changers cr alterations on same without wrhion permisson from the Department of Public Works, County of Butte. TV 06 g�{g. Setback shall be 5 .ft, from side property line and 50 ft. from centerline of the. road, permittirig maximum of a.,2. ft.: cave overhang. BUTTE COUNTY BUILDING DEPARTMENiI APPROVED. lJo r chis set of plana _a =• MUST b° 'AW on the job at all times and it is unlawful to make any changers cr alterations on same without wrhion permisson from the Department of Public Works, County of Butte. TV 06 g�{g. Setback shall be 5 .ft, from side property line and 50 ft. from centerline of the. road, permittirig maximum of a.,2. ft.: cave overhang. BUTTE COUNTY BUILDING DEPARTMENiI APPROVED. PERMIT NO. 2482-76B PERMIT EXPIRES OWNER Joseph D. Quinn CONTR. Owner LOCATION (A.P, 34-63-25 497 Silverleaf Dr., lot 162, KRIP1, Oroville t e C y Temp. Power Pole Called PG&E Temp. Elec. Serv. /emp.Ga F ° `` -,-7 (Signa/urell COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS -BUILDING INSPECTION -RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwa l l Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handicaped Conformance of ex. structure Appliances Gas Piping& Test Temp. as Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing — Test Water Htr. Stucco Final Suboanels Mesh MECHANICA Scratch Heating Brown Cooling Finish Ducts Interior Lath Ventilation Door Closer Final DATE REMARKS OR CORRECTIONS L Temp. Pole Undergroun� Permanent Final (NOTE: An entry must be made on this form each time you visit the job site.) lk COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Uroville, California 95965 ''7'/ Telephone: 534T4541 �J/OV —76 //4C�J., APPLItAT10W AND PERMIT �j_//3/j1- BUILDIN Owner SQ. FT. OCC. BUILDING VALUATION Mailing 4dres, Telephone No. Fireplace Contractor Total Valuation Mailing Address UV_W Permit Fee Plan Checking Fee&/or Penalty Telephone No. Permit Fee $ Building Address ' PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 /6� / 4 l /l -,z,/ Each gas water heater or vent 1.50 A. P. No. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FqW W Se�- FireDept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W Im rovements P Lawn sprinkler system 2.00 Bldg. Plaks Rec'd Parcel Approval Plan Approval Permit Fee $ $ NEW XL ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 - OR L Main service 10000 AMP ORSLESS 5.00 Main service EA. ADD•L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑. Main service 10 OER 6 OR LESS 25.00 ' r Main service EA. ADD'L 100 AMP 1.00 NEW CONST. N DWELLG OCCUP. & I OR ACDNS. ACC. DWELLING ) 20sgft NEW CONSTR. -OUTLET NON•RESI D. (MULTIBRANCH CIRCUITS) 2.50ea NEWCONSTR. POWER APPARATUS & NON -R ESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Ex. Occup(OUTLETS OR FIXTURES)@'5a BAL@1 Ex. Occup.FIXED APPLNS. OR (OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. Elhave placed on file with the County of Butte a certificate of 'workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 County of Butte to enter upon the above- ntioned property for inspection purposes. X_ TOTAL PERMIT FEE $ 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. DIRECTO 0 PUBLIC WORKS � Date Signature of Permitee or Agent �6�Si— ?ulldi�ng�per�mitex�pires DateReceipt No. White-D.P.W. _ Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant Date X197 NOTE:—AII Mo+fri-ls & Worl.mcanship Skull 'Be in LOT 1G2 Accordance with R­ ,nor T-P.A Onod Prryetices anO S �i%� 4A`�� UNIT 1of a quolif", n,�e�c, ;l �.4 •la- . 4he Sr5ecifie� use ; in the S? Y _ 7� � :-- Uniform BuMinct. Nurnm inq,••& Machanica! Codes and* Q the National Electrical Code.T/�/,. J�OME 725..90. C) OF' 3ETB:4 C.7T S' /ice /9 s- 0 0 1 \IV fl, 0 0 A X Cove D e�lte.- ;�' !k r4c The Mg. Setbaclk shall be5 ft. fro hh r. the side properfy line ar.d O Ff, F roi the centerline of the road, permittin a maximum of a 2 ft. eave �� � �� '�► .. 0 ov erhanc �. �` BUTTE COUNTY BUILDING DEPARTMEN- NOTE- APPPdVFP --Z7-,-r,7Z-7=_3-_' L 'O: ,CA _T.J O /./ S_ A leE nas sw of pians 4RO MUSS b� kept on the job at asl times and'it is unlawful to make any chanrgis or altzraii"s on same without wrlm!n permisson from the Department of Publtr / Works, County of Buttp.4 - l7 - 7.7 -- /� - j