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056-320-022
j `- 56-32-22 .r 2566-91B,P,E,M - ' ROBINSON, Kevin k, V1V-� 5245 Hanks Ct, Forest Ranch (new sf) _. '056_320-022 92-2481BPE 'ROBINSON,.Kevin`& Kelly 5245 Hanks, Ct., Forest Ranch contr :: D &:D `?H mh on perm fndn 056-320-022 94_0127B.. ROBINSON, KEVIN 3 3 p CONT: MARK BROWN 5245 HANKS CT., FOREST RANCH OPEN DECK/MOBILIHOME i it O 056-320-022 '` 92-2481BPE ROBINSON, Kevin & Kelly 5245 Hanks Ct, Forest Ranch contr: D & D MH " mh on perm fndn s- ® Ott OFFICE COPY I - GAS •. � � Meter,,By S�, Date. ELECTRIC spp Meter%By ^ Date'/ �s. �., OFFICE COPY b Address GAS ! Meter By uate 1 ELECTRIC Meter By Date JOB FINALED (Date) Signature ,� J=OK ` O = Not OK Not = Not Readyable MOBILE HOMES, Date MOBILE HO TILITIES (Plans) Os,e%(cept #'s 1. Zo g Requirements -Seib s -Easements 2. S ' ; Spqpiel MH Support Sketch 3. Se Location -Test -Fall Concrete 4. W ; Location -Te asement Needed (Sketch) 5. Elect ' y; Locau&e- learencwe- roAlf/'OAmp-Concrete 6. Gas; Location -Test -Wrap: , /"L"ft.' / /"Nat. or/ /" L"it./ 7. Well Clearance R Disconnect 1,A11i(4y Clearance Date -��Z Card B-1 V.J7 L Date Card B-1 Date Card 6-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Z ning Requirements -Setbacks Easements F otings; Size -Spacing -Marriage Line . Cis; MH Test -Demand -Valve -Connector 4✓Electricity; MH Test -Crossovers -Breakers -Clearances . J2(rain; MH Test -Fall -Flex Connector VjWer; MH Test -Regulator -Connector ate and Sewer Connected -C/O to Grade -HD Approval �nond Elec city Tagged I . Exits; Insp.-Sketch 1 Cert. of Occupancy Date Card B-1 5f, Date Card B-1 Date .2 Card B-1 Date Card B-1 l �9zr a7x66 1/1 z �f44, 4.� , r MISCELLANEOUS Date ^ ` DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements v 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors`'�y Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns-Connections-Splice-Decal=Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements It V 4 -"1, 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Linina 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLO (Plans)except ft's 0 P92 1. Z g-Setbac s -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Gr /" Ftg. Dgpth 3. Ftg., e; Sot GrA_11_/ /" Ftg. Depth 4. Ftg,-Rorches & Decks; Soils -Steel-/ /Ftg. Depth b--Stemw IIs, Main; Steel -Bloc kouts-Wrapped 6t.Orgmwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date ft q?, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except 4's 16. Water Htr.: Vent -Access -Combustion Air -Baffle ----------- -- -------------------------- 17. Water Pipe; Test & Anchor -Nail Protection -------- ------ ---------------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection ------------------ - ----------------- 19. Shower Pan: Test. First Floor -Tub Access 20. Test -Tub & Shower. -Second Floor -Tub Access - --- ------------------ 21. Gas Pipe: Size & Anchors ------------ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ff's 22. Fixture & Transformer Clearance -Ins. Protection ------- ----- - ---- ---- ------------------------------------------------- -------- --23.-Elec.-Receptacles Spacing -Lights & Switches at Doors --- ------- Receptacles Size Boxes & No. of Conductors -Stapled -------------- Romex Installed Close to Edge of Studs & C.J. ------- - - - - ------------------------------------ 26. Equip Ground made up w/Mech. Fastners-Bond Gas & Water -------------------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI -------------------------------------------------------- 28 Subfeed Wire Size t ga. Cu or AI-A.C. Wire Size / ga. Cu or At --------------- ---------------------------------- ---------------------------------- 29. ------------------------------- 29. Range Circ. / t ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No -------------------------------------------------------------------------- - ------ 30. ------------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. ------------------------------------------------- 32. --------------------------------------------- - -- - --- 32. Clothes Closet Light -Shower Light -Spa Light ---------- ---- --- ----- -- ---- -- - ----- --------- ------------------- -- - 33. Smoke Detector ----------------------------------------------------------------------------- --- Date Card B-1 Date Card B-1 - ------------------ ----- ------------------------------------------------------ Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except n's 34. A.C. Ducts Insulation & Support ----------- --------------------------------------------------------------- 35. Vent Fan: Exhaust above insulation ----------------------------------------- - ----- - -- - --- - ----------------------- 36. ------------ ------------------------------------------------------------ 36. Condensate Drain & Overflow: Size & Grade ------------------------------------ - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------- ----------------------------------------------------------------- 38. Attic -Access-&- Platform if Furnance in Attic --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 -- - --------------------- --- ------------------------------------ ----- ----------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except ft's 39. Sits. Proper Material & Anchors ------- ------------------------------------------------------------------------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ---------------------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing -- - - ------------- ----------------------------------- 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub ------------ ------------------ ------------------ ------------------- 44. Headers & Beam -Size & Bearing >ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors - --- 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt: & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ----------- ------------------ 53. _Stairs, Width -Headroom -Rise -Run -Landing -Fire Protection _ 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers -------------- 55.- Siding -Nailing Veneer -------- -- _ 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights- Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings ----------- --------------- - 60. Infiltration -Walls -Windows Card B-1 _ _ Date Date Card B-1 Date Card B-1 Card B-1 Date FINAL (Plans) OK except ft's _ 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meth. Protection --------- ----------------- 64. Bedroom Exiting - -- 65. G F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------- 67. Stairs &Rails _------- 68. Fireplace or Stove: Clearances -Hearth --------------- 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance 71 Elec. Outlets & Receptacles at Kit. Counter ------------ 72. ---- 72. Garage Fire Door: Swing -Landing -Closer -------------------- --------- ---- -- - 73. A.C. Duct in Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage: Above Floor-Mech. Protection 75. Plb.. Elec. & Mech. Equip. Listed for Location --------------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------ 7',Insulation-Foam-Looked in Attic ❑ Yes -------------------------------- 78.-Guard-Rails & Deck Construction -Post Caps 79 Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters _-0-Yes ❑ No 81. Stucco: Brown -Finish 82. A.C. Unit: Disconnect. Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to -Openings - - - - - - - -- ----------------------------------- - 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House -- - - -------------------------- 87. -------------------------87. Glass Protection 88. Corrections from Previous Inspections ----- ------------------------ 89. Gas Test -Meters Tagged; Gas -Electric ---------------------------------- ---------- ------ --- 90. Water & Sewer Connected -C/O to Grade -HD Approval --------------------------------- 91. Energy Compliance Certificate -Other Certificates ------ ----- - ---- ----------------------------- ---- Date--- Card B-1 Date Card B-1 --------------------------------------------- --- Date Card B-1 Date Card B-1 --------------------------------------------- - Date Card B-1 Date Card B-1 Comments at Final: --------------------------------------- MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE t. DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE 1 OROVILLE, CALIFORNIA 95965 — TELEPHONE: (916) 538-7541' PERMIT NO. r/ 2- 2 `/ Address or location of mobilehome Owner's name - 6 Owner's address Insignia or hud number— Manufacturer's umber 2 0 Manufacturer's name �j ,/ r r '1/ Kr� �� F- ,. Serial number of V.I.N. CJwF' `�� 'C' L Year of manufacture �G 'Y `l�,E? �///Au (Official Approving Installation) (D IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. THIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON A FOUNDATION SYSTEM. 513B White - Owner, Yellow - Installer, Pink - D.P.W. �AP A CE DATE.. ELECTRIC G=A Support Struc. Compaction Test. Re . Service Size Other Load Type pio\ Size \ Length. YES! NO YES NO we A-( 40 -W� 31q 0 "/C) X I COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Callfornla 959E5 - Telephone: 916.'538-7541 r APPLICATION AND PERMIT PERMI N0. ASSESSOR PARCEL NUMBER 056-320-022 ZC4NINO TM -5 BUILDING PERMIT OWNER Kevin & Kelly Robinson TELEPHONE 893-5386 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P.O. Box 325 Forest Ranch 95942 CONTRACTOR'S NAME TELEPHONE D & D Mobile Homes 894-2191 CONTRACTOR'S MAILING ADDRESS 2735 Esplanade, Suite B Chico 95926 ` ! 1 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 228.00 Excel Mortgage LENDER'S MAILING ADDRESS Filing Fee $ 15.00 912 Clark Av., Yuba City 95991 1 Permit Fee $ 292.00 ARCHITECT OR ENGINEER LICENSE NO. 1 Plan Checking Fee $ 146.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $453.00 PLUMBING PERMIT Filing Fee 15.00 5245 Banks Ct., Forest Ranch Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP , Water piping 1 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF❑ Duplex❑ Mobilehome® Other SPECIFY Gas piping system 1 - 5 outlets 1 5.001 5.00 Building sewer 1 15.00 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New l'W Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: MH On Perm. Foundation Permit Fee $ 42.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS ]. 18.50 18.50 Main service 200A TO 1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑NON.RESI I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License .Jo. Classification ElI, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 21"I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. (DWELLING OCCUPM OR ADDNS. 1 ACC. BLDGS. 3.60 sq.ft. NEW CON5TR ULTI-OUT LET BRANCH CIRC ITS @ 5 00 POWER APPARATUS & (SINGLE OUTLET CIR. ) Ex. OCcup(OUTLETS OR FIXTURES 20 76d AL 0 4F,9 FIXED APLNS. Ex. OCCUp. OUTLETS (RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 1 15.001 15.00 Misc. Wiring g 15.00 Permit Fee $ 45.50 - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. �I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ag4nssai unty in consequence of the granting of this permit. Date 7'IS'9o, of Applicant - Owner 9 pp Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE TOTAL FEE $543.50 HAz 0FEES IMP FLOOD DF PARCEL ;rX P H Issu This permit is hereby issued under the sions of the Butte County Code and/or work Indicab ve f hich fees R TO PUBLIC By -.--- PERMI X IRES Date applicable provi-Sie resolutions to do have been paid. WORKS Date �� Receipt No. 117585 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT 'later COUNTY OF BUTTE - ._#_m DEPARTMENT OF PUB LI ORKS - BUILDING DIVISION 111 6 0,r i t ,- ' 7 COUNTY CENTER DRIVE - OROVILhE CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT OWNERI Proposed Building Use LICATION DATA SHEET 5-/2 F. Building Inspector Date 2_. -� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof$ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13 Flood elevation letter (100 year flog Caljfornia Engineer . ................. . Sanitation and plot plan approval /e._ Health Department . ............. 15. City of Chico plumbing permit. ......... ....................... - 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. ... . 19. Driveway permit (construction approval required prior to occupancy). .. ... .... Pre -Inspection request 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............. 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed Aland (B) Parcel meets zoning area and frontage yequirements. ............... Existing violations/expired permits. ..5'm .P,exti•. ' . .. s.�.. �+a.+�-s' �s 32. Pla check li 1`l ..... 'f X11 >D 33. 34. When o ssue th , ermit,g ro ess as follows: Ma' t wner Y elephone and hold for pickup at �/`t Other Parcel Creation Acreage Applicant _ Mail to contractor. _ office. Deliver with inspector. Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date i Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: i Cont_rac�to , designer, owner, was advised of above required data by _phone _ mail Counter by�Date 7 Conn tractor, designer, owner, was advised of above required data by _ phone -mail AI�y _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 2 - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orville, California 95965 - Telephone: 916.'538-7541 121-) ' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER o1a ZO I BUILDING PERMIT OWNER i TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNE AILING ADDRESS T-enC_L 9 CONTRACTOR'S NAME TELEPHONE tb le oM�s 4 algi CONTRACTOR'S MAILIN ADDRESS 1 va 4 Fireplace CONSTRUCTIO LENDER C i MOT UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENOER'S MAILING ADDRES qlaf- 0. I{U �'; CW �5 Qq/ Permit Fee (� Ll $ , ARCHITECT OR ENGINEER LICENSE ND. Plan Checking Fee g q& Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS a s t4fttv4s C e 21111Ch Permit fee $ PERMIT Filing Fee 15.00 sPLUMBING Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 D Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome(►Other 1� SPECIFY Gas piping system 1 - 5 outlets 5.00 f0 Building sewer 15.00 , Mobile Home S I G I W 1 15.00 TYPE OF WORK Newj Addition L__j R�e/modelC Utilities❑ Insta-llaation[ Other❑ Describe work: r` ` 1q_ .Ioegldl Permit Fee � $ Contractor ELECTRICAL PERMIT Filing Fee15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 20CATO IOOOAI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I� I 1 1 am licensed under provisions of Chapt. 9, Div. 3 of the BuslneS$POWER and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered ,for sale. (Sec. 7044) ©/ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec.' 7044) [J I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP. tr\ OR ADDNS. l ACC. BLDGS. 3.64sq.ft. NEW CONSTR.ULTI.OUTLET NON.RESID. BRANCH CIRC ITS @.5.00 APPARATUS tr (SINGLE OUTLET CIR. Ex. OCCup(OUTLETS OR FIXTURESRAL_ 20 V 76d FIXED APLNS. EX. Occup. OU LETS P(RESID )RE A.) .45JJ j 3.00 Temporary service 1.5.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such Provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X _VAr" Wncq= Date 1e -a 1^07 9- Signoture of Applicant — Owner ❑ Contractor G Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion d7 structures over 3 stories in hei Mobile Home Installation Fee S Ener Inspection Fee $ 9Y P OCC CONST TYPE TOTAL FEE $ Ljr�3, S� HAz 1 0FEES I IMP I FLOOD I COF PARCEL PD I HD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC BY PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. / / Z � WHITE-D.P.W.. YELLOW-ASSIASeR PiNc. PrCT R r:nnrNenn_�RRi r�ur r F�J COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING,DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916)5387541 OWNER � `!// Cr�. � A. P. NO. PROPOSED BUILDING USE �% ��� DATE lS Z—� REC. f DATE REC 1. School Distric Fees (paid at District Office) 7ACN/Ou'! ,,,,,, Sheriff Fees (paid at Building Department) ' Residential a .. ...... 2=$ unit amt. Commercial(per sq.ft.) X _$ sq.ft. amt. 3. Urban,Area Fees (paid at Building Department Residential (per unit) 'X _$ # units amt. Commerical(per sq . f t . ). X _$ sq.ft. amt. 4. Recreation District Fees (paid�at District.Office),,,,,,,,,,,',,,,,,,,,,,,,,,, 5., Drainage. District Fees. (Contact Land Development) ,,,,,,, ' 6. Other 7. Other At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE Z� _ 1 1 t _S3'`/" 7'3" i_N1' �. 3='2,• :28`�"`-,Zy'o" �, 1D' �, '2" S.,Q,, i.n - QC3It IL—�- r � --L — — (—� — — • I t 2 l i 1 Ur 1 s —T � t - I t $ SZ t i 6, tiz- • � �- � t � - - _ _ { -' ' �--------�_ Ill � 0-1 tE 1 I 1 J rdt^il. F ' •siv t=---- or Y -:d t tiLti� �vi"u-� 2�=a` }1�K- �.Y�t'j Y�t'� - . 2 lo•td i�tf� �2`'d t,.'�nJ•� It�-d lvtd-; "to -td x l3'-� . " � 3 io-;� !��• t� �` x Iti' � ; StippoRT P z 0 ® ___ �,,.QR ,ovr.c/ui FOR FIELD SUPPORT DETALS.-SCE DWC-'5- MQrwPG UM jAMOV-P *GW 5-! 20 0 tlZ' X24" 4400 2 11u X2a11 6 00 36 X24" 8 Os X48 -x24"• 10,000f. 50"X24" and S -i OF INSTALLATION MANUAL. CARPE': LAYOUT AND RIDGE Golden 'Jest Homes BE pA FTELD SUPOORT PIERS V,. 2500 S. Walnut•AlbanY.Oregon•97321 i Dratrring.'i.tJe Date Revisions Model Dwg. No. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District L / Building Department No. A.P. Number"- Jurisdiction Cit 'Count Property Owner led Property Location/Address ��!��J �i /!��� ",4 Subdivison Residential Development 0 ` • No. of Living � pG� I ri Units C mmercial/inndustriia Lot No. 0 Sq. Footage 179.2, Addition (Group R) 0 Sq. Footage New Addition (Including Exterior Roofed Areas) Date i;.,. (Floor Plans reviewed by School District Personnel) . W. District Identification No. 9 3 002p - ,.A , Ch f f r ► 6 U n-ka School District certifies that X Q u -t 7' ` (Applic nt) . P. C) s 893-•�:T 3( (Street Address) (Phone Number) �q-r �� 2�nA�c r- (City) F,. (State) (Zip Code) i '/ IN •a9?o&30 has complied with the requirements of Resolution No. _' 9/ -C/ by payment of $ / 9 as • 9,f" N. r , 4. representing r%� o't, square feet. -7/a �;2_ Date School District Representative r Paid by Check Number Bank Number 90 Paid by Cash Remarks: ffi / 0/ °7. 3 ,a-- �,Qd 6-17 C_.L./Sf� 9PQ691 t Add,9� If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkt (4/92) ION 281 T. 24 N., R.3 E� f 1-`� ,;•/ ,,tom 2.76 AC. NO( .: 1 05-= Ibe a o / 29 94:3.86 4'1 88 .;2AC. 5.09 AC. l 20 _-• 5_1362 - n.M.4Q ___-- KQS. F38. —~ �rr J° `/,, I O lO 5.31,4C. I N1n r, •M '(��7 P; :�;. v 2.1040. w to .d a O 86 J4f � � 1 •pt + %� Fo'i i 1 .5 0/ 4C• I oal J 4c: cS 03) I 2758.' 1.6440. Al — 901 4 C� 9. U9 3,-,, %9 pn.� rdi)0 ''08 r6"E i - Assessor's Moe No. 56-3; - County of Butte, Calif. �Amuoryr :1.981 J�is det p an$ an s��jficaY10n� P I i � un. •611 = I F -.1 f on the pi jo� at t1md a d it, is Ll nlayv�, ale aY IN ges - rl,17.c, L a , beD rt Lz I ut, rITTetf. _—.J.?— M; 10i iuff�- V�L4 Sitafl ise J I q�ar' an e n ithl "Oco nized ood rccfice� a6d A) At tj cjjl of !.� 9u�':'ly pres d or he b Pei rib d An* I Codes Q 21Man OMHU I aLaectricol (I%jI . Cod qqui me' t sfiall$e a sh6;wn! — % clear ql all ;easements.. 1 a-� I 1 I I �� � REA21 ��+� I FkI. t-�k''C— i €�-� ! ( i j � � T - 7T I -J 7-1 (n) cog- - LZ Nf rip W\ 'N T Pro, i 1 X! AIRo- �1-1 I _' I I i l l l l i l l i ( 1 1 1! 1( i i' i i I i t F1 kit Ll T--- --- A P W-, Tt spraying, pruning, and harvesting which - - - occasionally generate dust, smoke, noise, and. odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property:—sit'uate in the County of Butte, State of California, described as follows: I-ot aS SAown on �at-1 Cer{a;h gree I mA-p ,rteorcJed in +44 o�T-ee, o-� 40- Pe.P-Ordero� W - �Our\ {�, OT 6 A -p , Siede 0-� eox'; Orn ; c I PACIFIC CONSULTING ENGINEERS rA .4020 EI Camino Are. Suite A-1 s Sacramento, Calif. 95821 Phone: 916-482-7378 COUNTY OFpEPT BUTTE 1992 LETTER OF TRANSMITTAL DATE 8-_7-92 JOB NO. ATTENTION Ql� RE: , i DESCRIPTION 9- 2-,92 GENTLEMENT: WE ARE SENDING YOU ❑ Attached ❑Shop drawings Prints O Plans ❑ Specifications .. ❑ Copy of letter O change order O Others. COPIES DATE NO. DESCRIPTION 9- 2-,92 THESE ARE TRANSMITTED aschecked below: REP ❑ For approval O Approved as submitted For your use O Approved as noted �As requested ❑ Returned for corredtions -O For review and comment ❑ Submit copies for destribution ❑ Resubmit copies for approval ❑ Return corrected prints SIGNED :B!'Yy �iu/cr—<ax , �L ��Gl�lc ca.1:�1LTld�j E�k,IuEG�S WILL MAIL A WkFT sTAC i gd &Orf of THl$ b15TAIL to TNI; g1-v'A. tir;lT: I 5060 THAT IT WILL F5 pk�GEI\/op, Po LdTEF TOAs 91,15 Wl;gg f paTz ST�MI,JaLL I N 45� �" �i ����TicALE�a� DoT' - SNo>� r� �� GLAD► rY� Ftg. 12,• #4 RebarC�t2, i STEPPED FOOTING DETAIL SCALE Qopg� - v5TAIL IS AIJ APPO VUM jo TH>; r,or-:4vId �?tOP10601 - 27 K (� "oLmd W06T f�I-MIt #92-24BIpro PACIFIC CONSULTING ENGINEERS 4010 EI Camino Ave. Suite A-2 Sacramento. Calif. 95811 Phone: 916-481-7378 MaF�L rrawU MAsoldrzY Job. # 92-54G Dote: 9 - 7--�PZ -..� • ,. 1. r�w -OM 'r0 ��fTl GoU�1TY �jLDE. ''—�L ��Gf�IG CGi�SI,ILrIF161 �'.�lucbj2� WILL P1AIL A WkF-r -,,TAirgb Cary eF THIs l7g,&IL f0 THgF p1.D'(. veqr, THAT IT WILL j90 pkeoFI /a; P 40 1A19F T+AO- 91,1E W^ ;V . r�oy I'AT9 oil 05tki1.. �� r�IrJ• .I 1111fi►1 11 �' *¢ a4't. (SIF• 40) 8� HN • —=III I CotJG. Ouc. (op.,(?'x8''x I& ar �v11 ''xBx I(o)24Max. 121 ir1►— ..' '4, II III f�.�.!1,1�,1 elou IIf�-I--alll_II�III) f OT5 -rH15 t?FTQIL IS AU APt2VQ7UN1 to TH); �tJb• PLa�I �o�; 0711* ��x 4'2 171W�hTI�eM I1- 2481 r r PACIFIC CONSULTING ENGINEERS 4010 EI Cumin An. $sib A-2 Surame rb. Calif. 95x21 thou: 916-U2-1318 M,4K-K-.. �W i��so1.1�Y AL -r. KOM (,MALL Dil.. 4 i WILL MAIL A WbT STmrop arr Of {�15 > TAIL Tv f� plz" ,, Poff, 15049 YM,&T 'IT W li-L WG LATVF -T+ AIA ou'5 wl�vr- ffam PATE owl p>: Ti►., L. `fes r;T�..ajpLu, wr�ST� �S�T-�P ifl5T 11Cj'ID�15,�0 5'(uGT�1�fabE'�ciLS 4T - A�d�2�f6Li7 • hlrr�lO1.�°.- .. �-05 il�rl X11(=f! '"fill ALS 6Jt2'.' WALL'l r BLffn GOUNTY - TH,S PXTA,11. IS AU A;,17VQblJM TO YNr BOLDING ®tPAR ® ssl �f�� _ ro7. r"tj For-: vr1! i�soa. �. ;7 X (6' �oLv t) W�hT A P P R�+Ir 0.1,91 8 Exp13 F!R PACIFic tomsuLTiNC ENGINEERS 40 a Win ie. mitt 1.2 ' ��� �`'11� : ��' � Eur�■�nt�, t� •0621 1fo�: !li-iit-1375 bA-rg:49-7-92.Jos: 92-5lG i�Lr KOV. WALL O&W d JM CdUdi LD' . 1VIFIc caJ.i-141" Od`6!4908 6 WILL MAIAILPA W17•f STAOMP ewrY of fp.. le; DVTAIL To THIF -gi-D'A. vg f. 5049 THAT IT WU FOFgegIvva 0 1s -rrr-F T+AQ- otos i-1vor- r" PATE 00 PVTA'!L-- J. J N 45� , . f2" s�aw�1 GLAF�rY� 2',� .� �q Rebor Ftq. STEPPED FOOTING DETAIL . SCALE {.�ON1✓ �pTr . -fOI-4 75TAIL 15 AU dMOOPUM T4 TNtr �✓ ®�97 ' X IoGA*6oLrtf�W1T � � �`� Pers► �8�_���� �11L. %I -E. V? I? PACIFIC CONSULTING ENGINEERS 4020 0 Camino Ave. Suite A-2 Sur=mete• Calif. 45821 Phone: 416-482-1318 Job. # 92-51wG JDOte: 7-'lZ A1,1" FO U, PA 1 10 kj P5 'A0— R SI ENTIAL 056-320-022 94-0127B ROBINSON, KEVIN CONT: MARK BROWN 5245 HANKS CT., FOREST RANCH OPEN DECK/MOBILEHOME 1 a �t JOB FINALED .(Date) Signature �� V=OK O=Not OK No Applicable 'MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2: Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-% /Amp -Concrete 6. Gas; Location -Teat -Wrap: / PV ft. / /"Net. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Teat -Demand -Valve -Connector 4. Electricity; MH Teat -Crossovers -Breakers -Clearances S. Drain; MH Test -Fell -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. Exits; Insp.-Sketch 10. Cert. of Occupancy M'IS EC LLANEOUS Date/Initis-11) 8 CARP AT8, KOES, (Plana OK except #'a 1. Zo g Requires- ks-Ease nta ootings; So -SI -Depth-Spa g-Connectora-9tsel- 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftra: Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns-Connectiona-Splice-Decal-Enclosures 6. Carports; Windowa-Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nall Ing -Veneer -Stucco -Mesh 10. Roof; Shthg- fang 11. Ext.; -Doors-Lan s vl 3 w 9ti Date/Initials POOLS (Plana) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness bead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O=Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s - 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd -/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fell -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Neil Protection 18. D.W.V.; Test -Fittings & Anchor -Nasi Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (ret proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties- Puri in -roof Bmc-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exifing Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer - 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls-, Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Mr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor O Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yea ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comnwnts at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMFN 7 SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT No. APPLICATION AND PERMIT ��s� ASSESSOR PARCEL NUMBER — ZONI #/1' 6 BUILDING PER OWNER TEL ONE SQ. FT. OCC. BUILDING VALUAT!gN UVIN ROBINSON OWNER'S MAILING ADDRESS 924S TIANKS C1 FOREST RANCH 412 0 2,884.00 CONTRACTOR'S NAME MARK BROWN TELEPHONE CONTRACTOR'S MAILING ADDRESS PO BOX 302 FOREST RANCH 95942 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ Permit Fee $ 20.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 35 10 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 5245 HANKS CT PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 FOREST RANCH, CA 95942 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME p C 1 IIApI, , �� I Water piping Each gas water heater or vent 15,00 15.00 USE OF STRUCTURE Gas piping system 1 5 outlets 15.00 SF 1:1 Duplex 1:1Mobilehome Other SPEC IFV Building sewer Mobile Home S G W 15.00 @20.00 TYPE OF WORK PERMIT FEE $ New 1:1Addition ❑X Remodel ❑ Utilities ElInstallation ElOther El Cont ractor Describework: OPEN 412 SQ FT DECK REAR OF HOME ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 8001 OR LESS ) 2OOA OR LESS 23.00 Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8, ACC. BLDS. So, 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. license No. '3(.oc1Za Classification � �— L` —Zq C) 1, as the owner, or my employees with wages as their sole compensation, will do NEW CONST. MULTI -OUTLET j -NON-RESID. ( BRANCH CIRCUITS / @7.50 ( POWERAPPARATUS , &SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20AL. @ 1.00 Ex. Occup.FIXED APPS. OR (OWUTLETS (RESID.) EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code Misc. Wiring 23.00 forthis reason WORKER'S COMPENSATION INSURANCE PERMIT FEE $ Contractor I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building' Division a Certificate of Workmen's Compensation Insurance or a MECHANICAL PERMIT Filing Fee 20.00 Heating Certificate of Consent to Self -insure. X-1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Cooling Hood 6.50 Ventilation Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. Mobile Home Installation Fee $ I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 102. 10 enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all HAZ. D. FEES IMP FLOOD CDF PARCEL PD D U liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseq ce of the granting of this permit. -' This permit is hereby issued under the applicable provisions X Date I_ B_ 9� Signaturof Applicant - ❑ Owner ,Pq Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or An construction of structures over 3 stories in height. of the Butte County Code and/or Resolutions to do work above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date- 51 Receipt No. 15-3685 ,✓ I PERMIT EXPIRES ON 9,7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT /Date) u.++J:J+r'v'rr �."•--vti.-r.�-�'�•r-'^�-�`...-.'�.'y"'r.�,���nr-.z`.:`.i'i+^y-e�.r""T"�ai� �i"�Yj�/�-v^^r:��+��"�''74""Ti 1 r-i+w.�'.-^v�4+�^�.�-..fes COUNTYOFBUTTE - DEPARTMENTOMEVELOJ MENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIhLE; C�A�IFORNIA 95965 -TELEPHONE (916) 538-7541 PE IT APPLICATION DATA SHEET l OWNER �f/, /1� ll�d//l/S d N P. No. Proposed Building Use i Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: w� DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ........................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... '' 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. .. ............ 14. Sanitation and plot plan approval 6M J- o Health Department. ........... 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. w•. - 19. Driveway permit (construction approval required prior to occupancy). .. .. ... '4 PreJnspedim requ-eg 20. Pre -inspection for required. .. to Building lnspeaor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ........... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use. ........................................ . 28. Mobilehome utility clearance. ....°'.................................... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ........... 31. Existing violations/expired permits . ................................... 32. Plan check list . .................................................. .. . 33. 34. When ou issue the -permit, process as follows: Mail to wner. )I to con ractor. Telephone �/� -'109 6 and hold for pickup at �� i e� ffice. Deliver with inspector. Other Parcel Creation Acreage Applicant CUAlre�O2- Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted p* to�permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contra or, esigner, owner, was advised of above required data by one -mail Counter by Date Contractor, designer, gwner, was advised of above required data by _ phone -mail Counter by _ Date IF Plans checked by`;, MI&I Date 90-cI Y'Plans approved by 5 - 5F Y f39, Date �d Sets of plans o€�•kt31d in) e cabinet AP folder Copy - Department of Public Works `• I F.H. USE ONLY ri„t flan Allad,ed ri„(,r ri:,,, Attacl„d Sent to 11. U. j i ( ! I3D` ''Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Com: f9 -.?z 2.,'2-- Owner -iOwner Location AP# Plan Approved for: Sewage Disposal Clearance for bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: 64, J,— u.1E Environmental Health Specialist 8/92 Water Supply: Public Private Well Date AN 1 I ! i ! ! �I I Flea". , :, • ! I (� I III ► i I � ; � s� 43 0- z PA) • ocs; +(C' Oki L._ I �. ! I I I i i � j! i t i. L.. i I j .._ i ._..i..... � _....{___ j_�i..-- WV1 - - ._ _ _. I � L.. I i I I j i i i I .. i �,�`i' - ( _.. � ! � ! { . _ ._ V _. j _- .--- ---� .................. pk ov's lwl Cc rA XQ!!ESM Dt AND WHEN RECORDED MAIL TO: WK DEPT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE STRO AWRM OROVILLE CA 95965 CITY, $TATE. aw a 92-40787 92-0407871 1 Recorded I Official Records I County of I Butte I Candace J. Grubbs I Recorder I 10 : 54am_ -11-Sep -92 . I, Total .00 COMS XX 1 NOTICE OF MANUFACTURED HOME, (MOBILEHOME), OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the locoi agency indicated is in accordance with California Heolt� and Safety Code Selion 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all per- sons thereafter dealing with the real property. KEVIN AND KELLY ROBINSON REAL PROPERTY OWNER/LESSOR P 0 BOX 325 MAILING ADDRESS FOREST RANCH, BUTTE, CA 95942 CITY COUNTY STATE ZIP 5245 HANKS COURT INSTALLATION MAILING ADDRESS, IF DIFFERENT FOREST RANCH, BUTTE, CA 95942 CITY COUNTY STATE ZIP SAME UNIT OWNER (If also property owner, write "SAME") MAILING ADDRESS CITY COUNTY STATE ZIP UNIT DESCRIPTION DEPT OF DEVELOPMENT SERVICES LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 92-2481 (916) 538-7541 BUILDI r TELEPHONE NUMBER 9/11/92 SIG T F OF LOCAL AGENCY OFFICIAL DATE N E DEALER NAME (If not a dealer sale, write "NONE") DEALER LICENSE NO. GOLDEN WEST 1992 BRADBURY BD 660F1 MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER GW6CALBD9594A/B 28X66 RAD646628/29 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER A.P. #056-320-022 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 181 1972, IN BOOK 41 OF MAPS, AT PAGE(S) 94. HCD FORM 433(A) 4/86 ENT OF Af W 0 I r: s o II c• Oy~�/NlT t �Ev4 EN® OF DOCUMENT NaXlllll=.MEWESM S!`_ DATE OF MANUFACTURE - 28X66 MODEL NAME/NUMBER RAD646628/29 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) , REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL lNUMBER A.P. #056-320-022 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, 92-040787 92-040787 92-040787 LOT 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE 9P.-040787'1* 00 CALIFORNIA, ON MAY 18, 1972, IN*BOOK 41 OF MAPS, AT PAGES) 94. ' Total . _ I Recorded AND WHEN RECORDED MALI TO: Official Records I DEPT OF DEVELOPMENT SERVICES County of ! - - Butte I 7 COUNTY CENTER DRIVE Candace J. Girubbts I AWRSSS OROVILLE CA 95965 Racorder I - 10s54am 11 -Sep -92 I CONS XX 1 MLI. • - 6 _ STATE. aw a NOT COMPARED WITH ORIGINAL DOCUMENT SPACE ABOVE TNS LK FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME, (MOBILEHOME)=, OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM , Recording.of this document at the request of the locoi agency indicated is in accordance with California Health and Safety Code Section 18551. This document -is evidence that such local agency has issued a certificate of occupancy for installation of the Knit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all per- sons thereafter dealing with the real property. KEVIN AND KELLY ROBINSON DEPT OF DEVELOPMENT SERVICES REAL PROPERTY OWNER/LESSOR + LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY P 0 BOX 325 7 COUNTY CENTER DRIVE MAILING ADDRESS MAILING ADDRESS FOREST RANCH, BUTTE, CA 95942 OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP 5245 HANKS COURT - 92-2481 (916) 538-7541 INSTALLATION MAILING ADDRESS. IF DIFFERENT BUILDI NZ TELEPHONE NUMBER FOREST RANCH, ,BUTTE,,.CA 95942 9/11/92 CIT! COUNTY STATE ZIP 517 E OF LOCAL AGENCY OFFICIAL DATE SAME s N E UNIT OWNER (If also property owner, write "SAME") DEALER NAME (If not a dealer sale, write "NONE") MAILING ADDRESS DEALER LICENSE NO. + CITY -. COUNTY STATE. ZIP UNIT DESCRIPTION r GOLDEN WEST 1992 BRADBURY BD 660F1 MANUFACTURER'S NAME GW6CALBD9594A/B DATE OF MANUFACTURE - 28X66 MODEL NAME/NUMBER RAD646628/29 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIA/LABEL NUMBER(S) , REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL lNUMBER A.P. #056-320-022 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, -STATE OF CALIFORNIA, ON MAY 18, 1972, IN*BOOK 41 OF MAPS, AT PAGES) 94. ' HCD FORM 433(A) 4/86 DoE„T Or M. 0 � I o' jil CO 4%VITY OE' r'' CAT C C UAI U.,C' t.1A I B 6tOHtR N0.92-2481 Address or Location of 5245 HANKS CT. , FOREST RANCH Legal Description of Real Property A.P. #056-320-022 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFOR IA, COUNTY OF BUTTE, DESCRIBED"AS FOLLOWS: LOT 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED -IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE,_STATE OF CALIFORNIA, ON MAY 18, 1972, IN BOOK 41 OF MAPS, AT PAGE(S)-94. A ,(:Mobilehome/Manufactured Home D Commercial Coach has been affixed to the real property described above by installation on a foundation system pursuant to Health and Safety Code Section 18551.• 1 ' Owner's name: KEVIN AND KELLY ROBINSON Owner's address: 5245 -HANKS COURT, FOREST RANCH, CA 95942 _ INSIGNIA OR HUD NUMBER: RAD 646628/29 SERIAL NUMBER OR V.LN. GW6CALBD9594A/B MANUr-&C7URER'S NAME GOLD. EST .YEAR OF MANUFACTURE.1992 9/11/92 916) 538-7541 WD s 1 x nie01 rte w --*w. . Conary—+...PW ee, w. --oma. Fa.. , LOAN CjEk TER (TUE)07.07. :2. .',i cot 3. '4. 6.: PFedBa*nk: ..ROBINSON: - :8418'86'6' JMBER: 2-158065 E)MIBIT B LOAN CONTINGENCIES, A.PRAiSAL By 'HOMEFED APPROVED APPRAISE COPY OF LAND CONTRACT (PURCHASE OF LAN LETTER FROM . FOREST RANCH BAPTIST CHURCF WAGES OF $2800/Mo' AND BUDGET FOR 1992 HOUSING ALLOWANCE OF $700 2 14!:37 7 NO. 8 PPGEI 'j. ON t`MNA STD FORM EXPLAININWHY Vo I f E STATtS. d HOWq SALARY OF $1400 'AICD rj �Jl 12 MO CANCELLED CRS FROM FOREST RANCH �APT ST CHURCH VERIFYING MRROB 'WAGES AND HOUSING ALLOWANCE WRITTEN STMT FROM 'BORROWERS STATING THAT THE UNIT 'BE A FIXTURE AND 'PART OF THE REAL ESTATE PROPERTY SECURING THE MORTGAGE COPY OF HCD 443 (DOC THAT STATES THAT Hom E:IS ON A: PERMANENT FOUNDATION}, RECERTIFICATIbN OF VALUE (IF MODULAR I Ijg� COMPLETE I� DONE) 442 WHEN NEW APPRAISAL IS TO INCLUDE PICTURE OFI ;SUBJECT ENDORSEMENT ALTA FARM 7 OR EQUIVALENT APPRAISER TO STATE'THAT MODULAR MEETS 11. - 1 976 UD CONSTRUCTION STD FIs No CASH OUB' TO BOikOWER UP TO 1% S A. IN p," 09/1E+%92 15:15 $ SL? 4685.'. Us:U t•10EIL HCiPiEr F.02 'STATE OF',CAL'I-FORNIA l� `' DEPARTMENT OF HOUSING AND COMMIlNIT1' DEVELOPMENT *44,?.vj+``° DIVISION OF CPDFS AND STANDARDS °1; REGISTRATION AND TITLING SECTION � �e r STATEMENT OF FACTRS This unit is a�: fi46t;i1ehomeC.,ommercial Coach EJ F1oat inq"'Home n Truck Camper Decal (License)-47Rradbury ade Name, Serial,fJo,(s) _-----,�_ V GW6CAT,B1)9594A/13 Ir- I/1le, the undersigned, hereby state that the unit described above: This borne i r-. being I,l aced c)n an approved Foundation System and };as. rrevc-z 13000 placod C)n a FourLdatlon before. This home is a Golden West Bradbury 28 x 66 wit}) a the 11UD i# RAI)646628/29. Affiant further agrees to indemnify and save harmless the Director of Housing and Cormunity Development, State of California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. IfWc clertify under penalty of perjury that the foregoing is true and correct. Executed on 9/10/g2 at R( --d Dlu.ff ..� _ �4_bCiiy)� n --(S tte) AI of each affiant (0 Address 26 Sale Lane City Rcd Bluff HCD 476.6 (Rev 11/86) Printed name of each affiant 17 Mobi l o Homes by nary Mat}iews Ca . Fief "Ichid at the Request of Mid Valley Title & Escrow. Company, Order Flo. 1208681p I �U 'Escrow No. 120868LP Loan No. WHEN RECORDED MAIL TO: MR. AND MRS. KEVIN ROBINSON POST OFFICE BOX 325 FOREST RANCH„ CA 95942 91-026340 Recorded Official Records County of Butte Candace J. Grubbs Recorder 8:00am 1 -Jul -91 :i `IIbJ4U Rec Fee DOC Check 7.00 31.35 38.35 JJ 2 MAIL TAX STATEMENTS TO: DOCUMENTARY TRANSFER TAX 1.35 X Computed on the consideration or value of property conveyed; OR SAME AS ABOVE Computed on the consideration or value less liens or encumbrances remaining at time of sale. The tlnr erSj9neri r,rantnr rMrlarns Signature of Declarant or Agent determining tax - Firm Name GRANT DEED FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, LARRY MARCUM and BONNIE MARCUM, HUSBAND AND WIFE hereby GRANT(S) to KEVIN ROBINSON and KELLY ROBINSON, HUSBAND AND WIFE AS JOINT TENANTS the real property In the City of unincorporated area County of Butte , State of California, described as SEE ATTACHED LEGAL DESCRIPTION Dated 111H 20,1 991 S'FATE OF, UALIFORNIA COUNTY OF On Jug a %,L' ns i me. P. cin k S to e kln personally appeared � fly &, �U "I -e Nl It t` CL LL kXA personally known to me (or proved to me on the ,basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. LARRY MAFUJM t:NNIE MARCUM OFFICIAL. SEAL JANET SHEIKH NOTARY PUBLIC CALIFORNIA RIVERSIDE COUNTY My comm Expuea Oct. 21 1094 o 9l-26540 'L ORDER NO. BU -120868 LP DESCRIPTION ALL THAT CERTAIN REUTTEPROPERTY AS SITUATE FOLLO N THE STATE OF CALIFORNIA, COUNTY OF , PARCEL I' LOT 1, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 18, 1972, IN BOOK 41 OF MAPS, AT PAGE(S) 94. PARCEL II' A RIGHT OF WAY FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE ROADS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 21, 1971, IN BOOK 37 OF MAPS, AT PAGE(S) 82, 83, AND 84. PARCEL III' A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES OVER A STRIP OF LAND LYING SOUTHERLY OF AND ADJACENT TO THE SOUTHERLY BOUNDARY LINE OF THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 18, 1972, IN BOOK 41 OF MAPS,,AT PAGE(S) 94. r GOLDEN WE ST HOMES Installation Manual GOLDEN. -WEST HOMES Corporate Office: 1308 E. Wakeham, Santa Ana, CA 92705 Phone:_ (714).835-4200 Installation Manual ROOF ZONE: 20 PSF (SOUTH ZONE)..... 30 PSF (MIDDLE ZONE).... 60 PSF................. 80 PSF.................. WIND ZONE: 15 PSF FACTORY LOCATIONS: SUNNYMEAD DIVISION SACRAMENTO DIVISION 14255 Elsworth St. 9998 Old Placerville Rd. Moreno Valley, CA 92508 Sacramento, CA 95827 (714) 656-6668 (916) 363-2681 CHINO DIVISION ALBANY DIVISION 5740 Schaefer 2500 S. Walnut St. Chino, CA 91710 Albany, OR 97321 (714) 627-8575 (503) 926-8631 O FEDERAL MANUFACTURED HOU3ING CONSTRUCTION I U S SAFETY STANDARDS 0 APR 06 29 Q SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE REVISED APRIL 1990 FORWARD All homes manufactured by Golden West Homes are constructed in compliance with the Federal Manufactured Home Construction and Safety Standards (H.U.D. Code) in effect at time of manufacture. This installation manual contains specific instructions that must be strictly adhered to in order for the home to perform properly. These installation procedures must be performed by an experienced installer who has carefully read.and understands all aspects of the installation instructions. Check with the local regulatory agency at the location where the home is to be installed for specific requirements that must be known in order to properly use this manual, i.e. roof load, wind load, soil bearing capacity, etc.. For any questions regarding these instructions please contact your dealer first, who will refer you -to the factory if he is unable to offer assistance. CONTENTS PreliminaryPreparations.......................................:.1 Setting Single Wide or "A" Section of Multi -Wide Home .......... 1 Mating of Addtional Sections of Multi -Wide Homes...............2 UtilityHook Up................................................3 Final' Close up and Inspection..., ..............................6 Support Plan - Single Wide....... ........... ...............8 Support Plan - Double Wide..... ..............................9 Support Plan - Triple Wide.....................................10 Support Plan - SIT" Model.......................................11 Pier and Footing Instructions .. ............ .... ...........12 Pier and Footing Support Configuration .:.......................13 A. Concrete Block Piers .......................... 13 B. Metal Piers .................. ................. :13 C. Multiple Piers /Pads ........................... 14 D. Continuous Footings ...........................15 E. Inset.Supports at Perimeter...................15 Anchorsand Ties..............................................16 TABLES Table I Support Schedules Table II Ridge Beam Supports Table III Supports at Mating Line Bearing Wall DRAWINGS AND DETAILS S-10:' Floor & Roof Close -Up Details (20 psf & 30 psf) S-10: Floor & Roof Close -Up Details -(60 psf & 80 psf) S-11: Plumbing S-12: Mechanical S-13: Electrical S-14 and S-15: Wall Close -Up Details S-30 through S-33:.Roof Close -Up Applications S-39: Vent Pipe At Ridge S-44: Fireplace / Chimney installation APPENDIX DRAWINGS S-36 and S-37: Optional Add On Eave (20 psf & 30 psf) S-38: Roof Vent at Add On Eave 96.50: Optional Add On Eave (60 psf & 80 psf) S-50 through S-55:.Site Built Garage Plans Table I Support Schedule for "STUCCO EXTERIOR" NOTE: PAGES NOT APPLICABLE TO MODEL SHIPPED MAY BE OMITTED iv PRELIMINARY PREPARATIONS 1. Check with the park manager (or dealer for lot set) for exact location of home site. 2. Check access to utilities prior to setting home. 3. Verify if wheels and detachable hitch are to be removed. 4. Park manager must sign for location and note any special instructions regarding the installation of the home. 5. Verify receipt of standard items and set up materials shipped loose with the home per checkout list. 6. The home site must be graded and sloped properly to prevent water accumulation in the area beneath the home. The manufactured home that these instructions are shipped with is designed for one of the following roof load zones as "checked" on the first page of this manual: 20 PSF, 30 PSF, 60 PSF, or 80 PSF. In addition, the home is designed to be located in what the H.U.D. Code labels a "Standard Wind Zone" (15 PSF). The structural installation requirements vary for each climatic zone in order to compensate for variances in roof loads, wind loads, and soil conditions. The local authority having jurisdiction may place special load requirements for the manufactured home which differ from the H.U.D. Standards for a particular zone. In all instances the local agency must be contacted for their specific structural requirements. Make sure the manufactured home design meets the special load requirements where it is to be installed. The H.U.D. Code to which these homes are constructed requires that Golden West Homes provide instructions showing the location and capacity of stabilizing devices (tie -downs) to transfer the wind loads from the manufactured home to the ground anchors. However, the authority having jurisdiction shall be permitted to waive compliance with the provisions for anchoring systems where low wind velocities do not justify such systems. SETTING SINGLE WIDE OR "All SECTION OF MULTI -WIDE HOME 1. Tow unit into desired location over firm footing on home site. 2. Remove transportation closure material (weather proof covering and close off grid work). A. Temporary ridge beam support posts are to remain in position to maintain ceiling heights during joining of unit sections. B. Make sure that all nails and staples that may prevent the sections from properly joining together are removed. 1 3. Starting with the open side of this section, place the first hydraulic jack under the chassis beam just forward of the front axle spring hanger. Allow room for pier support to be placed next to the front spring hanger. 4. Second jack shall be located under same chassis main beam just behind rear axle spring hanger. 5. Uniformly lift this side of the unit using both jacks and remove the tires. 6. 'Locate first two support piers adjacent to front and rear axle spring hangers. Adjust initial piers as low as possible for easy leveling. Generally, maintaining proper pitch in the drain lines will be the governing factor. 7. Place an additional support pier no greater than 24" from the .. front and rear end of the home. 8. Lift other chassis main beam and remove tires (see steps 3-5). 9. Place piers directly opposite those placed on open side beam. 10. Evenly space the remaining piers at the required spacing for chassis supports per TABLE I. Install perimeter support piers per TABLE I as required for roof load zones of 30 PSF & above. 11. Level unit from side to side and front to rear by adjusting pier support heights or shimming. Level must be checked by use of water level or large carpenter's level, and by observation of passage doors and.cabinet doors for plumb fit. MATING OF ADDITIONAL SECTIONS OF MULTI -WIDE HOMES 1. Tow "B" section as close as possible to "A" section. 2. Place jacks under the chassis main beam nearest to the "A" section forward and rear of axle, lifting "B" section approximately 1/2" off the ground. 3. Place a third jack against the outside wheel hub at a 45° angle to the ground and'jack the "B" section against the "A" section. 4. With the first two jacks still under the main beam at the axles, raise the hitch jack to about 20". The third jack should be set under the outboard side of the hitch at a.45° angle. Letting down the hitch jack will allow the entire floor front to slide over to mate with the "A" section floor. 5. With third jack at front of unit, raise the floor beginning at front crossmember to flush the inside of the front wall and top of the floor. Adjust front to rear alignment of home sections with hydraulic jacks and using -ceiling `panel joints as guides. Remove tires and store underneath home if desired. 2 6. Insert 1/2" bolts through mating angles at outrigger ends starting from the front crossmember. See detail "C" on drawing S-10. These bolts also serve to electrically bond the chassis. As an alternate method of bonding the chassis, use #8 copper or #6 aluminum attached to the chassis with an approved grounding terminal. Apply jack pressure under the inside main beam to obtain a flush floor, then set pier supports at required spacing to match the "A" section. Place jacks under outside chassis beam and apply even pressure to bring ceilings together. 8. When all wall joints at the ceiling are aligned, jack inside to bring the ceilings flush and, starting at the front of the home, secure roof sections together through the ridge beam halves per drawing S-10. Note: for 20 psf and 30 psf roof loads, 1/2" bolts or 3/8" lag screws may be used. For 60 psf and 80 psf roof loads, use only 1/2" bolts. Once the ridge beam halves are properly attached, remove the temporary support posting along the mating line. 9. After ceilings are secured, set support piers under outside chassis main beam and remove jacks. At the mating line, set additional piers under ridge beam support posts and bearing walls as shown on the "CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT PIERS" drawing enclosed with this manual. NOTE: THE CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT PIERS DRAWING IS ENCLOSED ONLY AS AN AID FOR THE SET UP PERSONNEL. FOR JUSTIFICATION OF ALL SUPPORTS AT THE MATING LINE REFER TO TABLES II & III. 10. Install perimeter support piers as required for roof loads of 30 psf and greater, see TABLE I. Adjust height of all support piers from front to rear and side to side using a level on the inside floor to assure a final level position has been achieved. 11. Repeat above directions for additional sections of home. 12. Close up roof section at mating line(s) of home and other areas as required. Refer to drawing S-10 detail "A" or "B" and drawings S-30 through S-39. 13. Install tie down straps and anchors where required. Refer to "SUPPORT PLAN" drawings for spacings, and page 16, "ANCHORS AND TIES" for required specifications. UTILITY HOOK-UP 1.. Install hot and cold water line crossovers when required below the floor with approved flex connectors provided by the manu- facturer. See drawing S-11 detail "A" or "B". Crossovers shall be same size as pipes in home at the crossover point. 2. Hook up waste line crossover when required with approved con- nector. See drawing S-11 detail "D". Provide final installation of any ship loose waste lines at this time. See drawing S-11 details "E" and "F": 3 3. Install gas line flex connector "supplied by the manufacturer for crossover when required. See drawing S-11 detail "C". A. Flexible crossover connectors shall be listed for exterior use. B. Crossovers shall be. the same size as the pipes in the home at the crossover point. C. Crossover connections shall be made by a listed quick - disconnect device. Do not use tools on this device. 4. HOOK UP WATER LINE TO SERVICE. A. Minimum 3/4" water connection required B. The manufactured home.is designed for an inlet water pres- sure of 80 psi. A pressure reducing valve must be installed and calibrated in areas where water pressure exceeds 80 psi. C. A master cold water shut-off valve shall be installed in the water supply line adjacent to the home. D. Protection from freezing: If the home is installed in an area subject to freezing temperatures, the exposed section of the water supply piping, shut-off valve, and pressure reducer must be protected. The most efficient and recom- mended means of accomplishing this is by the use of a thermostatically controlled heat tape. For this purpose, all homes -manufactured by Golden West Homes are equipped at the factory with -an electrical receptacle outlet, under the home in the vicinity of the water supply inlet. NOTE: THE HEAT. TAPE .USED MUST BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY FOR USE WITH MANUFACTURED HOMES, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. In mild climates subject only to occasional below freezing temperatures, an alternative to the -use of heat -tape is wrapping -exposed sections of the water supply piping with insulation, loosely taped to prevent excessive compression. E. To drain water lines,.remove cap from drain location, open faucets and apply air pressure until all water is removed from system. 5. HOOK UP GAS LINE TO SERVICE A. Use a gas supply connector listed for manufactured homes and rated according to the label attached to the home at the gas supply connection. B. The gas piping supply system is designated for a pressure not exceeding 14" water column (1/2 psi) and not less than 7" water column (1/4 psi). 4 6. HOOK UP WASTE LINE TO SERVICE A. Minimum 3" waste connection required. B. An approved flexible connector shall be installed at each end of the drain line from the home to the sewer inlet. C. For shipped loose drain line installation, see drawing S-11 detail "E". 7. Complete electrical hook up and installation of light fixtures shipped loose for interior and exterior of home prior to turning on service. WARNING: DO NOT TURN ON BREAKER TO WATER HEATER UNTIL TANK IS FULL OF WATER. 8. Complete electrical crossover(s) at mating line between floor sections. Each crossover will consist of a length of 1/2" flex conduit with conductors on one floor section and a junction box with cover plate on the other floor section, See drawing S-13 detail "A". All splice connections shall be made with wire nuts. Always replace cover before turning power on. 9. Complete electrical hook up from manufactured home to service. For 100 amp service and larger, 4 splice connections are re- quired in the junction box, See drawing S-13 detail "B". Connectors at the junction box shall be split bolt, sleeve type, or other approved connectors. See table below for minimum wire and conduit sizes. SERVICE AI CONDUCTOR AI NEUTRAL AI GROUND CONDUIT 100 AMP No. 1 THW No. 1 THW No. 6 THW 1-1/2" 125 AMP No. 2/0 THW No. 1/0 THW No. 4 THW 1-1/2" 150 AMP No. 3/0 THW No. 1/0 THW No. 4 THW - 2" 200 AMP No. 4/0 THW No. 2/0 THW No. 4 THW 2" 10. Complete electrical connection for air conditioner where required. The circuit for an air conditioner terminates in a junction box without a receptacle. The conductors shall be spliced with wire nuts or other approved devices. See table below for wire sizes. AIR CONDITIONER WIRE SIZE CONDUIT 3 Ton 8/3 3/4" 3-1/2 Ton 8/3 3/4" 4 Ton 8/3 3/4" 5 Ton 6/3 3/4" A disconnecting means shall be provided which is located in sight of the controller location. 11. Hook up duct crossover(s) for down flow heating systems. See drawing S-12. 5 r 12. After completing all utility hook ups to service, perform the following tests: A. Electrical function test. B. Water pressure test. C. Flood test (plumbing drain system). D. Gas test. E. Appliance function test. 13.. Floor Undersheathing: The -sheathing covering the bottom of home is a special material that is either'vinyl coated or asphalt impregnated to protect against moisture, rodents,,and unconditioned air. This sheathing was inspected and intact at the factory, but may have been damaged in transit or during set up. If a large hole is found and the material is vinyl coated, use a patch of the same material, tacking to the nearest floor joists, and seal the edges with tape_ to retain air tightness. Small holes may be sealed with tape alone. If the material is asphalt impregnated board, use a patch of the same material with a bead of adhesive around the contact edges to make an air tight seal.. Tack to the nearest floor joists, or use divergent staples. Your dealer can provide material and information, or can arrange for repairs. Wrap all P -traps exposed below the floor with insulation, then wrap with bottom board material and tape all seams. FINAL CLOSE UP AND INSPECTION 1. VENTILATION OF UNDER FLOOR AREA 'The under floor area must be ventilated to minimize condensa- tion beneath the home. A minimum of 4 ventilation openings shall be provided from the under floor space to the exterior. The combined openings shall have a net area equal to at least one square foot for every 150 square feet of under floor area. Place the required openings as equally distributed as possible along the length of at least two opposite sides, with openings located close to corners to provide cross ventilation. It is recommended that a continuous membrane sheeting be used to fully cover the ground under the home to form a water vapor barrier in areas that are subject to .a high water table or excessive moisture. A uniform 4-6 mil polyethylene sheet material or other acceptable membrane may be used. 2. Install ship loose parts to finish close off for exterior. See drawings S-14 and S-15. 3. Remove detachable hitch and store under home. N 4. Install the ceiling beam and necessary molding to complete the interior trim. 5. Using the enclosed "CARPET LAYOUT" drawing, install pad and carpet in designated areas. A. Floors shall be swept clean and the joint at the mating line seam in the floor must be taped prior to installation. B. It is imperative that carpet piecing according to the enclosed layout be followed, as total carpet usage is predicated upon this drawing. 6. Check the following during final walk through inspection: A. All drawers and doors for proper alignment and fit. B. Floor tile, counter tops, marble, fiberglass, paneling, exterior finish, and roof for acceptable condition. C. Plumbing and electrical hook ups. NOTE: Golden West Homes provides for a GOLDEN TOUCH CUSTOMER DELIVERY AND ACCEPTANCE INSPECTION conducted with the retail owner by a representative of the selling dealer. 7. A rough -in dryer vent has been provided for a future dryer installation. Installation of the vent from the stub -in to the outside of the home must comply with the installation instructions provided with the dryer. 7 SUPPORT PLAN SINGLE WIDE 45° Typical Chassis main beams ("I" beams) low - 24" MAX (TYP) L11'-0" o.c. typical -41 One Tie -Down req'd Tie -Down Spacing at each corner = Chassis Supports per "TABLE I SUPPORT SCHEDULE". ..= Perimeter Supports per "TABLE I SUPPORT SCHEDULE". NOTE: Perimeter Supports -are not required for 20'psf-roof loads. • w �NO. � 2 7�. sl C I V O- qTf OF CAU��� 1 8 X b 0 �o M r -i X 4 i c� SUPPORT PLAN DOUBLE WIDE ii N0. C04?K, E■u. 3-31- 92 rt�CIVIL/ 45° Typical T �I LChassi`7main'beams Mating line ",—See Note 2. See Note I. 11'-0" Typical L Two Tiedowns required Tiedown Spacing at each corner X24" MAX (TYP) = Chassis Supports per "TABLE I SUPPORT SCHEDULE". v = Perimeter Supports per "TABLE I SUPPORT SCHEDULE". = Mating Line Supports per "TABLE II & TABLE III". NOTES: 1. Support piers are required at ridge beam support locations. Refer to "TABLE II RIDGE BEAM SUPPORTS" for support capacities and maximum spans. 2. For 30 psf roof loads and greater, bearing walls at the marriage line must be supported per "TABLE III SUPPORTS AT MATING LINE BEARING WALL". 3. Perimeter Supports are.not required for 20 psf roof loads. 9 NOTES: SUPPORT PLAN . N0. TRIPLE WIDE ° 04 I ClV1L �P \ 9TE �F CAL1F��� 11'-0" Typical 45° Typical Tiedown Spacin4. g It 24" MAX ssis- main beams—(TYP) Mating line See Note 2. See Note 1. Mating Line Two Tiedowns req'd at each corner and where shown = Chassis Supports per "TABLE I SUPPORT SCHEDULE" = Perimeter Supports per "TABLE I SUPPORT SCHEDULE" = Mating Line Supports per TABLE II & TABLE III. 1. Support piers are required at ridge beam support locations. Refer to "TABLE II RIDGE BEAM'SUPPORTS" for support capacities and maximum spans.' 2. For 30.psf roof loads and greater, bearing walls at the mating line must be supported per TABLE III. 3. Perimeter supports are not required for 20 psf roof loads. all Two Tiedowns required Rq at each corner \\ T ? V, G SUPPORT PLAN "T" MODEL T rl Chassis main beams Mating line—_�__� "*—See Note 2 • ee Note I.--* IMP tz, NO. %11 '..p\1 We07zY Exu. 3-31-92 J I sl. C!v0- 4 OF CauFo� NOTES: j,111-011 Tynical L Tiedown Spacing Unit Width Unit Width. 13'-6" max 13'-6" max 24" MAX (TYP) = Chassis Supports per "TABLE I SUPPORT SCHEDULE" = Perimeter Supports per "TABLE I SUPPORT SCHEDULE" = Mating Line Supports per TABLE II & TABLE III. 1. Support piers are required at ridge beam support locations. Refer to "TABLE II RIDGE BEAM SUPPORTS" for support capacities and maximum spans. 2. For 30 psf roof loads and greater, bearing walls at the mating line must be supported per TABLE III. 3. Perimeter supports are not required for 20 psf roof loads 4. EACH DOUBLE WIDE SECTION OF "T" UNIT MUST BE INDIVIDUALLY SUPPORTED PER THE "SUPPORT PLAN FOR DOUBLE WIDES" INSTRUCTIONS ON PAGE 9. HOWEVER, TIE DOWN ANCHORS ARE NOT REQUIRED AT THE MATING LINE BETWEEN THE TWO DOUBLE WIDE SECTIONS AS SHOWN ABOVE. 11 45' Typ PIER AND FOOTING INSTRUCTIONS (TABLES I, II, & III) In order to properly setup the manufactured home according to the "SUPPORT SCHEDULE TABLES I, II, & III", the following information must be known in advance: 1. ROOF LOAD ZONE where the home will be installed, typically one of the following: 20 psf, 30 psf, 60 psf, or 80 psf. Note that 20 psf is often referred to as "South Zone", and 30 psf as "Middle Zone". Check with the local authority to determine the required roof load at the home site. NOTE: FOR HOMES WITH -TILE ROOFING, USE THE SUPPORT SCHEDULE FOR THE NEXT HIGHER ROOF LOAD ZONE TO COMPENSATE FOR THE ADDITIONAL WEIGHT. FOR EXAMPLE, A HOME INSTALLED IN A 20 PSF ROOF LOAD ZONE WITH A TILE ROOF MUST BE SUPPORTED ACCORDING TO THE 30 PSF ROOF LOAD REQUIREMENTS. 2. SOIL BEARING CAPACITY: 1000 psf,,1500 psf, or 2000 psf. Refer to soils report or check with the local authority for the allowable capacity to be used at the home site. 3. HOME SPECIFICATIONS: Floor section width (101wide, 121wide, or 141wide) and eave length (none, 611, 16" or 2411). NOTE: 101wide = 9'-10" actual floor width 121wide = 11'-10" actual floor width 141wide = 13'-6" actual floor width, (or•12'-811) 4. STUCCO SIDING: Where stucco siding is used, make sure the Table I.support schedule used denotes "STUCCO EXTERIOR". This table is located in the appendix drawings at the rear of the manual. NOTE: PERIMETER SUPPORTS ARE REQUIRED FOR ALL ROOF LOADS WHEN STUCCO EXTERIOR IS APPLIED, EVEN 20 PSF. With the information from items 1 through 4 above, enter TABLE I to determine the required pier capacity and footing size for the pier spacing you wish to use (4' o.c., 61o.c., or 8' o.c.). If the required capacity or footing area is greater than the capacity of your pier or pad, you must either decrease the pier spacing or use multiple piers and or pads with a combined capacity to meet the requirement. If continuous footings are used, all that must be determined from TABLE I is the pier capacity and spacing required. Disregard the required footing area. By limiting the pier load over continuous footings to 5200# for 1000 psf soil and 6000# for 1500 and 2000 psf soil, the required footing area has been accounted for. NOTE: The 5200# and 6000# limitations refer to both individual pier loads and to the combined load of multiple piers. Tables II and III are used for the support requirements at the mating line between two floor sections. Since the location and capacity requirements for these supports vary with each particular floor plan, a separate drawing titled "CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT PIERS" is enclosed with each installation manual. This drawing shows the location, pier capacity, and footing size requirements for supports at the mating line. NOTE: For justification of mating line supports as shown on the "Carpet Layout & Ridge Beam Field Supports" drawing, refer your local authority or building inspector to TABLE II and TABLE III of this manual. The "CARPET LAYOUT ETC." print is intended only to be used as an aid for the installer. 12 PIER & FOOTING SUPPORT CONFIGURATION General Notes: 1. All piers and footings shall be approved for their intended use by the authority having jurisdiction. 2. A minimum ground clearance of 12" shall be maintained beneath the lowest member of the chassis ("I" beam). 3. The maximum length to width ratio for footing pads shall be 2.5:1. 4. All footings (pads or continuous) may -be placed directly on the ground surface where allowed by local jurisdiction, provided that the soil is firm and undisturbed or compacted fill and free of grass and organic material. A. CONCRETE BLOCK PIERS CHASSIS "I" BEAM, OR FLOOR RIM JOIST WOOD SHIMS (WEDGES) 4" WIDE X 6" LONG OR LARGER, 1" MIN NOMINAL THICKNESS. PIER CAP, 2 X 8" X 16" WOOD, (2 LAYERS MAX), OR 4" X 8" X 16" SOLID CONCRETE, OR COMBINATION OF BOTH STANDARD OPEN OR CLOSED CELL CONCRETE BLOCKS (8" X 8" X 1611) WITH CELLS PLACED VERTICALLY. CHASSIS SUPPORT BLOCKS SHALL BE INSTALLED EITHER PERPENDICULAR TO "I" BEAMS, OR ALTERNATE THE DIRECTION, I.E. PERPENDICULAR - PARALLEL -PERPENDICULAR - PARALLEL ETC. FOOTING: 4" THICK SOLID CONCRETE PAD, OR AN APPROVED 2" NOMINAL TREATED LUMBER FOOTING PAD. B. METAL PIERS CHASSIS "I" BEAM OR FLOOR RIM JOIST CONTACT PAD RISER ADJUSTABLE NUT s APPROVED PIER FOOTING: NOMINAL 2" X TREATED LUMBER OR OTHER APPROVED MATERIAL 13 C. MULTIPLE PIERS / PADS 1. SINGLE PIER ON MULTIPLE PAD A load distributing element is required for piers founded on two or more footing pads when the length of the pier base is less than the width of the multiple pad. The load distributing element shall be approved 2" X treated lumber or other approved material whose width is at least,equal to the width of the pier and whose length is at least equal .to the width of the multiple pads. 2. MULTIPLE SUPPORTS APPROVED PIERS CONCRETE BLOCK OR METAL PIER APPROVED FOOTING LOAD DISTRIBUTING ELEMENT 1f -MATING LINE i 14 2 - 2" X 6" NAILED TOGETHER WITH 16d NAILS @ 4" O.C. FOOTING: APPROVED CONCRETE PAD OR 2" X TREATED WOOD PAD —16" D. CONTINUOUS FOOTINGS CHASSIS "I" BEAM OR FLOOR RIM JOIST �-= APPROVED CONCRETE BLOCK OR METAL PIERS) INDIVIDUAL OR COMBINED PIER LOADS ARE LIMITED TO: 5200# MAX FOR 1000 PSF SOIL 6000# MAX FOR 1500 PSF SOIL CONTINUOUS CONCRETE FOOTING: 6" X 16" MINIMUM BY FULL LENGTH OF "I" BEAM OR .�J RIM JOIST, WITH (2) CONTINUOUS #4 REBAR LAPPED 12" MINIMUM. WHERE REQUIRED BY (`- LOCAL AUTHORITY, EXTEND FOOTING BELOW FROST LINE. OPTIONAL: FOOTINGS MAY BE INSTALLED PERPENDICULAR TO CHASSIS "I" BEAM AT NO MORE THAN 8'-0" O.C., WITH FOOTING LENGTH EQUAL TO HOME WIDTH. E. INSET SUPPORTS AT PERIMETER PERIMETER FLOOR JOIST —� (2) 16d TOENAIL (2) 2X6 #2 DF OR BETTER NAILED TOGETHER WITH 16d NAILS @ 4" O.C. (NO SPLITS ALLOWED) INSET 9"± 11 1111 1111MUM k ffi SIDE WALL FLOOR DECKING (2) 16d TOENAILED APPROVED PIER \ (PERIMETER SUPPORT) APPROVED FOOTING MhlI gI►Il4t[MI - MAXIMUM SUPPORT CAPACITY FOR THIS CONDITION = 3000# 15 M-wlipI11f;; ll l << —16" D. CONTINUOUS FOOTINGS CHASSIS "I" BEAM OR FLOOR RIM JOIST �-= APPROVED CONCRETE BLOCK OR METAL PIERS) INDIVIDUAL OR COMBINED PIER LOADS ARE LIMITED TO: 5200# MAX FOR 1000 PSF SOIL 6000# MAX FOR 1500 PSF SOIL CONTINUOUS CONCRETE FOOTING: 6" X 16" MINIMUM BY FULL LENGTH OF "I" BEAM OR .�J RIM JOIST, WITH (2) CONTINUOUS #4 REBAR LAPPED 12" MINIMUM. WHERE REQUIRED BY (`- LOCAL AUTHORITY, EXTEND FOOTING BELOW FROST LINE. OPTIONAL: FOOTINGS MAY BE INSTALLED PERPENDICULAR TO CHASSIS "I" BEAM AT NO MORE THAN 8'-0" O.C., WITH FOOTING LENGTH EQUAL TO HOME WIDTH. E. INSET SUPPORTS AT PERIMETER PERIMETER FLOOR JOIST —� (2) 16d TOENAIL (2) 2X6 #2 DF OR BETTER NAILED TOGETHER WITH 16d NAILS @ 4" O.C. (NO SPLITS ALLOWED) INSET 9"± 11 1111 1111MUM k ffi SIDE WALL FLOOR DECKING (2) 16d TOENAILED APPROVED PIER \ (PERIMETER SUPPORT) APPROVED FOOTING MhlI gI►Il4t[MI - MAXIMUM SUPPORT CAPACITY FOR THIS CONDITION = 3000# 15 ANCHORS AND TIES 1. EACH APPROVED GROUND ANCHOR AND TIE WHEN INSTALLED SHALL BE CAPABLE OF RESISTING AN ALLOWABLE WORKING LOAD OF AT LEAST 3150# IN THE.DIRECTION OF THE TIE PLUS A 50% OVERLOAD (4725#) WITHOUT FAILURE. 2. ALL ANCHORING EQUIPMENT EXPOSED TO WEATHERING SHALL HAVE A RESISTANCE TO WEATHER DETERIORATION AT LEAST EQUIVALENT TO THAT PROVIDED BY A COATING OF 0.30 OUNCES OF ZINC PER SQUARE FOOT OF STEEL. 3. INSTALL GROUND ANCHOR AND TIEDOWN EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. THE TIEDOWN SYSTEM SHOWN BELOW IS ONE ACCEPTABLE METHOD OF ANCHORAGE. OTHER APPROVED SYSTEMS MAY BE USED PROVIDED THAT THEY.MEET THE STRENGTH REQUIREMENTS AS STATED IN ITEM 1 ABOVE. G NO ". - C0�7� I Exp. 3-31-12 IVi RIM JOIST STEEL STRAP TIE - 1.25" X .035" TYPE 1, CLASS B, GRADE NO. 1 PER SPEC QQ-S-781-H 45°- 50° --w-STRAP BUCKLE _III- li'��111=1��= GROUND ANCHOR 16 SIDEWALL FLOOR DECKING STRAP BUCKLE "I" BEAM APPROVED PIER/PAD I11= �L11-1111-t1 �-illy TABLE I SUPPORT SCHEDULE 20 PSF ROOF LOAD (NO EAVE & 6" SAVE) TABLE I SUPPORT SCHEDULE 20 PSF ROOF - NO EAVE Soil Bearing Capacity Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 1000 PSF 4'-0" Chassis 1820 262 2148 310 2424 349 6'-0" Chassis 2730 393 3222 464 3636 524 8'-0" Chassis 3640 525 4296 619 4848 698 1500 PSF 4'-0" Chassis 1820 175 2148 207 2424 233 6'-0" Chassis 2730 262 3222 310 3636 349 8'-0" Chassis 3640 395 4296 413 4848 466 2000 PSF 4'-0" Chassis 1820 144 2148 155 2424 175 6'-0" Chassis 2730 197 3222 232 3636 262 8'-0" Chassis 3640 263 4296 310 4848 349 TABLE I SUPPORT SCHEDULE 20 PSF ROOF - 6" EAVE Soil Bearing Capacity Support Spacing Support Location 10'Wide 12'Wide 14'Wide .Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 1000 PSF 4'-0" Chassis 1880 271 2208 319 2484 358 6'-0" Chassis 2820 406 3312 478 3726 537 8'-0" Chassis 3760 542 4416 637 4968 716 1500 PSF 4'-0" Chassis 1880 181 2208 213 2484 239 61'-0" Chassis 2820 271 3312 319 3726 358 8'-0" Chassis 3760 361 4416 424 4968 477 2000 PSF 4'-0" Chassis 1880 144 2208 160 2484 179 6'-0" Chassis 2820 203 3312 240 3726 269 8'-0" Chassis 3760 271 4416 319 4968 358 NOTES: 1. Required pier capacities are shown in pounds. 2. Required footing areas are shown in square inches. 3. All requirements are minimums 4. The maximum length to width ratio for footing pads is 2.5:1. 5.. Perimeter supports are not required for 20 psf roofs. TABLE I SUPPORT SCHEDULE 20 PSF ROOF LOAD (1611 EAVE & 2411 EAVE) TABLE I SUPPORT SCHEDULE 20 PSF ROOF - 16" EAVE soil Bearing Capacity Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 1000 PSF 4'-0" Chassis 1980 286 2308 333 2584 372 6'-0" Chassis 2970 428 3462 499 3876 559 8'-0" Chassis 3960 571 4616 665 5168 745 1500 PSF 4'-0" Chassis 1980 190 2308 222 2584 248 6'-0" Chassis 2970 286 3462 333 3876 372 .8'-0" Chassis 3960 381 4616 444 5168 497 2000 PSF 4'-0" Chassis 1980 144 2308 167 2584 186 6'-0" Chassis 2970 214 3462 250 3876 279 8'-0" Chassis 3960 286 4616 333 5168 372 TABLE I SUPPORT SCHEDULE 20 PSF ROOF - 24"EAVE Soil Bearing Capacity Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 1000 PSF 4'-0" Chassis 2060 297 2388 344 2664 384 6'-0" Chassis. 3090 445 3582 516 3996 576 8'-0" Chassis 4120 594 4776 688 5328 768 1500 PSF 4'-0" Chassis 2060 198 2388 230 2664 256 6'-0" Chassis 3090 297 3582 344 3996 384 8'-0" Chassis 4120 396 4776 459 5328 512 2000 PSF 4'-0" Chassis 2060 149 2388 172 2664 192 6'-0" Chassis 3090 223 3582 258 3996 288 8'-0" Chassis 4120 297 4776 344 5328 384 NOTES: 1. Required pier capacities are shown in pounds. 2. Required footing areas are shown in square inches. 3. All requirements are minimums 4. The maximum length to width ratio for footing pads is 2.5:1. 5. Perimeter supports are not required for 20 psf roofs. TABLE I SUPPORT SCHEDULE 30 PSF ROOF LOAD (NO EAVE) TABLE I SUPPORT SCHEDULE 30 PSF ROOF.- NO EAVE Soil Brg. Capa- city. Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier Capacity •Req'd Footing Area Req'd Pier Capacity Req'.d Footing Area Req'd Pier Capacity Req'd Footing ..Area 41-011 Chassis 1032 149 1244 180 1420 206 Perimeter 988 143 1148 166. 1280 186 1000 PSF 6'-0" Chassis 1548 223 1866 269 2130 308 Perimeter 1482 214 1722 248 1920 278 81-011 Chassis 2064 298 2488 .359 2840 410 Perimeter 1976 285 2296 331 2560 370 41-011 Chassis 1032 144 1244 144 1420 144 - Perimeter 988 144 1148 144 1280 144 1500 PSF 6'-0" Chassis 1548 149 .1866 180 2130 205 Perimeter 1482 144 1722 166 1920 185 8'-0" Chassis 2064 198 2488 239 2840 273 Perimeter 1976 190 2296 220 2560 246 41-011 Chassis 1032 144 1244 .144 1420 144 Perimeter .988 144 1148 144 1280 144 2000 PSF 6'-0" Chassis 1548 144 1866 144 2130 154 Perimeter 1482 144 1722 144 1920 144 81-011 Chassis 2064 149 2488 180.. 2840 205 Perimeter 1976 144 2296 166 2560 185 NOTES: 1. Required pier capacities are shown in pounds. 2. Required footing areas are shown.in square inches. 3. All requirements are minimums. 4. The maximum length to width ratio for footing pads is 2.5:1. TABLE I SUPPORT SCHEDULE 30 PSF ROOF LOAD (611 EAVE ) TABLE I SUPPORT SCHEDULE - 30 PSF ROOF - 6" EAVE Soil Brg. Capa- city Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 41-011 Chassis 1032 149 1244 180 1420 205 Perimeter 1068 154 1228 177 1360 196 1000 PSF 6'-0" Chassis 1548 223 1866 269 2130 307 Perimeter 1602 231 1842 266 2.040 294 81-011 Chassis 2064 298 2488 359 2840 409 Perimeter 2136 308 2456 354 2720 392 41-011 Chassis 1032 144 1244 144 1420 144 Perimeter 1068 144 1228 144 1360 144 1500 PSF V-011 Chassis 1548 149 1866 180 2130 205 Perimeter 1602 154 1842 178 2040 196 8'-0" Chassis 2064 198 2488 239 2840 273 Perimeter 2136 205 2456 236 2720 262 4'-0" Chassis 1032 144 1244 144 1420 144 Perimeter 1068 144 1228 144 1360 144 2000 PSF 6'-0" Chassis 1548 144 1866 144 2130 154 Perimeter 1602 144 1842 144 2040 147 8'-0" Chassis 2064 149 2488 180 2840 205 Perimeter 2136 154 2456 177 2720 196 NOTES: 1. Required pier capacities are shown in pounds. 2. Required footing areas are shown in square inches. 3. All requirements are minimums 4. The maximum length to width ratio for footing pads is 2.5:1. TABLE I.SUPPORT SCHEDULE 30 PSF ROOF -LOAD (16" EAVE) TABLE I SUPPORT SCHEDULE 30 PSF ROOF - 16" EAVE Soil Brg. Capa- city Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier Capacity. Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 41-011 Chassis 1032 149 1244 180 142.0 206 Perimeter 1200 173 1360 196 1496 216 1000 PSF 6'-0" Chassis 1548 223 1866 269 2130 308 Perimeter 1800 260 2040 294 2244 323 8'-0" Chassis 2064 298 2488 359 2840 410 Perimeter 2400 346 2720 392 2992 431 41-011 Chassis 1032 144 1244 144 1420 144 Perimeter 1200 144 1360 144 1496 144 1500 PSF 6'-0" Chassis 1548 149 1866 180 2130 205 Perimeter 1800 173 2040 196 2244 216 81-011 Chassis 2064 198 2488 239 2840 273 Perimeter 2400 231 2720 262 2992 288 41-011 Chassis 1032 144 1244 144 1420 144 Perimeter 1200 144 1360 144 1496 144 2000 PSF 6'-0" Chassis 1548 144 1866 144 2130 154 Perimeter- 1800 144 2040 147 2244 162 817011 Chassis 2064 149 2488 180 2840 205 Perimeter 2400 173 2720 196. 2992 216 NOTES: 1. Required pier capacities are shown in pounds. 2. Required footing areas are shown in square inches. 3. All requirements are minimums 4. The maximum length to width ratio for footing pads is 2.5:1. TABLE I SUPPORT SCHEDULE 30 PSF ROOF LOAD (2 4'1 EAVE ) TABLE I SUPPORT SCHEDULE 30 PSF ROOF - 24" EAVE Soil Brg. Capa- city Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 41-011 Chassis 1032 149 1244 1719 1420 205 Perimeter 1308 189 1468 212 1600 231 1000 PSF 6'-0" Chassis 1548 223 1866 269 2130 307 Perimeter 1962 283 2202 317 2400 346 81-011 Chassis 2064 298 2488 359 2840 409 Perimeter 2616 377 2936 423 3200 461 41-011 Chassis 1032 144 1244 144 1420 144 Perimeter 1308 144 1468 144 1600 154 1500 PSF 6'-0" Chassis 1548 149 1866 180 2130 205 Perimeter 1962 189 2202 212 2400 231 81-011 Chassis 2064 199 2488 240 2840 273 Perimeter 2616 252 2936 282 3200 308 4'-0" Chassis 1032 144 1244 144 1420 144 Perimeter 1308 144 1468 144 1600 144 2000 PSF 6'-0" Chassis 1548 144 1866 144 2130 154 Perimeter 1962 144 2202 160 2400 173 8'-0" Chassis 2064 149 2488 180 2840 205 Perimeter 2616 189 2936 212 3200 231 NOTES: 1. Required pier capacities are shown in pounds. 2. Required footing areas are shown in square inches. 3. All requirements are minimums 4. The maximum length to width ratio for footing pads is 2.5:1. TABLE I SUPPORT SCHEDULE 60 PSF ROOF LOAD (161' MAX EAVE ) TABLE I SUPPORT SCHEDULE 60 PSF ROOF - 16" MAX EAVE Soil Brg. Capa-.. city. Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier. Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 41-011 Chassis 1032 149 1244 180 1420 206 Perimeter 2016 291 2300 332 2500 360 1000 PSF 6'=0" Chassis 1548 223 1866 269 2130 -308 Perimeter 3024 436- 3450 497 3800 548 81-011 Chassis 2064 298 2488 359 2840 410 Perimeter 4032 581 4600 663 5000 720 41-011 Chassis 1032 144 1244 144 1420 144 Perimeter 2016 194 2300 221 2500 240 1500 PSF 6'-0" Chassis 1548 149 1866 180 2130 205 Perimeter 3024 291 3450 332 3800 366 81-011 Chassis 2064 198 2488 239 2840 273 Perimeter 4032 388 4600 442 5000 480 41-011 Chassis 1032 144 1244 144 1420 144 Perimeter 2016 146 2300 166 2500 180 2000 PSF 6'-0" Chassis 1548 144 1866 144 2130 154 Perimeter 3024 218 3450 249 3800 274 81-011 Chassis 2064 149 2488 180 2840 205 Perimeter 4032 291 4600 332 5000 1 360 NOTES: 1. Required pier capacities are shown in pounds., 2. Required footing areas are shown in square inches. 3. All requirements are minimums 4. The maximum length to width ratio for footing pads is 2.5:1. TABLE I SUPPORT SCHEDULE 80 PSF ROOF LOAD (1611 MAX EAVE ) TABLE I SUPPORT SCHEDULE 80 PSF ROOF - 16" MAX EAVE Soil Brg. Capa- city Support Spacing Support Location 10'Wide 12'Wide 14'Wide Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area Req'd Pier Capacity Req'd Footing Area 41-011 Chassis 1032 149 1244 180 1420 206 Perimeter 2500 360 2880 415 3184 460 1000 PSF 6'-0" Chassis 1548 223 1866 269 2130 308 Perimeter 3775 544 4320 622 4776 690 81-011 Chassis 2064 298 2488 359 2840 410 Perimeter 4'-0" Chassis 1032 144 1244 144 1420 144 Perimeter 2500 240 2880 277 3184 306 1500 PSF 6'-0" Chassis 1548 149 1866 180 2130 205 Perimeter 3775 363 4320 415 4776 460 8'-0" Chassis 2064 198 2488 239 2840 273 Perimeter 41-011 Chassis 1032 144 1244 144 1420 144 Perimeter 2500 180 2880 208 3184 230 2000 PSF 6'-0" Chassis 1548 144 1866 144 2130 154 Perimeter 3775 272 4320 311 4776 344 8'-0" Chassis 2064 149 2488 180 2840 205 Perimeter NOTES: 1. Required pier capacities are shown in pounds. 2. Required footing areas are shown in square inches. 3. All requirements are minimums. 4. The maximum length to width ratio for footing pads is 2.5:1. 5. Maximum Perimeter Support spacing = 6'-0" o.c. TABLE II RIDGE BEAM SUPPORTS 20 PSF ROOF LOAD EXAMPLE DIAGRAM Support "A" Support "C" Mating Line "A" "B" licit J 3 c b Bearing Wall Ridge Beam Support Piers i 3 ** Ridge beam support piers are required at each end of clear span openings at the mating line that are greater than 3'-0" ** Pier supports are not required under bearing walls at the mating line for 20 psf roof loads. ** To figure the span that a particular support pier must carry,'take the sum of the distances to adjacent supports (see example diagram). ** Ridge -beam support pier locations vary with each individual floor plan. Refer to "CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT PIER" drawing for location and capacity requirements. TABLE II RIDGE BEAM SUPPORTS - 20 PSF ROOF LOAD Support Capacity (lbs) Soil ' Bearing Capacity (psf) 10'Wide 12'Wide 14'Wide Max Span (ft.) Req'd Footing Area Max Span (ft.) Req'd Footing Area Max Span (ft.) Req'd Footing Area 2000 1000 13'-0" 288 10'-6" 288 9'-6" 288. 1500 13'-0" 192 10'-6" 192 9'-6" 192 2000 13'-0" 144 10'-6" 144 9'-6" 144 2500 1000 16'-0" 360 13'-0" 360 12'-0" 360 1500 16'-0" 240 13'-0" 240 12'-0" 240 2000 16'-0" 180 13'-0" 180 12'-0" 180 4000 1000 25'-6" 576 21'-6" 576 19'-0" 576 1500 25'-6" 384 21'-6" 384 19'-0" 384 2000 25'-6" 288 21'-6" 288 19'-0" 288 5000 1000 32'-0" 720 26'-6" 720 24'-0" 720 1500 32'-0" 480 26'-6" 480 24'-0" 480 2000 32'-0" 360 26'-6" 360 24'-0" 360 1000 38'-6" 864 32'-0" 864 28'-6" 864 6000 1500 38'-6" 576 32'-0" 576 28'-6" 576 2000 38'-6" 432 32'-0" 432 28''-6" 432 1000 - - 43'-0" 1152 37'-6" 1152 8000 1500 - - 43'-0" 768 37'-6" 768 2000 - - 43'-0" 576 37'-6" 576 NOTES: 1. Required footing areas are shown in square inches. 2. Unit widths 10'Wide, 12'Wide, & 14'Wide represent width of unit at each side of the mating line. Where unit widths are unequal, use the tabulated values for the larger floor section width. 3. The maximum length to width ratio for footing pads is 2.5:1. TABLE II RIDGE BEAM SUPPORTS 30 PSF ROOF LOAD EXAMPLE DIAGRAM Span for Support "A" Span for Support "C" 4J r. •H V r.V Bearing Wall Mating Line 3 "Au"B" — 11C11 J~ V Supports per Ridge Beam Support Piers S TABLE III ** Ridge beam support piers are required at each end of clear span openings at the mating line that are greater than 3'-011. ** To figure the span that a particular support pier must carry, take the sum of the distances to adjacent supports (see example diagram). ** Ridge beam support pier locations vary with each individual floor plan. Refer to "CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT PIER" drawing for location and capacity requirements. TABLE II RIDGE BEAM SUPPORTS - 30 PSF ROOF LOAD Support Capacity (lbs) Soil 'Bearing Capacity (psf) 10'Wide 12'Wide 14'Wide Max Span (ft.) Req'd Footing Area Max Span (ft.) Req'd Footing Area Max Span (ft.) Req'd Footing Area 2000 1000 9'-6" 288 8'-0" 288 7'-0" 288 1500 9'-6" 192 8'-0" j 192 7'-0" 192 2000 9'-6" 144 8'-0" 144 7'-0" 144 2500 1000 12'-0" 360 10'-0" 360 9'-0" 360 1500 12'-0" 240 10'-0" 240 9'-0" 240 2000 12'-0" 180 10'-0" 180 9'-0" 180 4000 1000 19'-6" 576 16'-0" 576 14'-0" 576 1500 19'-6" 384 16'-0" 384 14'-0" 384 2000 19'-6" 288 16'-0" 288 14'-0" 288 5000 1000 24'-0" 720 20'-0" 720 17'-6" 720 1500 24'-0" 480 20'-0" 480 17'-6" 480 2000 24'-0" 360 20'-0" 360 17'-6" 360 6000 1000 29'-0" 864 24'-0" 864 21'-6" 864 1500 29'-0" 576 24'-0" 576 21'-6" 576 2000 29'-0" 432 24'-0" 432 21'-6" 432 8000 1000 39'-0" 1152 32'-0" 1152 28'-6" 1152 1500 39'-0" 768 32'-0" 768 28'-6" 768 2000 39'-0" 576 32'-0" 576 28'-6" 576 NOTES: 1. Required footing areas are shown in square inches. 2. Unit widths 10'Wide, 12'Wide, & 14'Wide represent width of unit at each side of the mating line. Where unit widths are unequal, use the tabulated values for the larger floor section width. 3. The maximum length to width ratio for footing pads is 2.5:1. TABLE II RIDGE BEAM SUPPORTS 60 PSF ROOF LOAD EXAMPLE DIAGRAM Span for Su ort "A" Span for Support "C" 4 4-1 b Bearing Wall Mating Line 3 "All — — 'Bit - — licit -I 4J Supports per Ridge Beam Support Piers -J o ; TABLE III Cr�r frr Cn... r.r* 11II11 ** Ridge beam support piers are required at each end of clear span openings at the mating line that are greater than 3'-011. ** To figure the span that a particular support pier must carry, take the sum of the distances to adjacent supports (see example diagram). ** Ridge beam support pier locations vary with each individual floor plan. Refer to "CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT .PIER" drawing for location and capacity requirements. TABLE II RIDGE BEAM SUPPORTS - 60 PSF ROOF LOAD Support Capacity (lbs) Soil Bearing Capacity (psf) 10'Wide 12'Wide 14'Wide Max Span (ft.) Req'd Footing Area Max Span (ft.) Req'd Footing Area Max Span (ft.) Req'd Footing Area 1000 5'-4" 288 4'-6" 288 4'-0" 288 2000 1500 5'-4" 192 4'-6" 192 4'-0" 192 2000 5'-4" 144 4'-6" 144 4'-0" 144 4000 1000 10'-8" 576 9'-0" 576 8'-0" 576 1500 10'-8" 384 9'-0" 384 8'-0" 384 2000 10'-8" 288 9'-0" 288 8'-0" 288 6000 1000 16'-0" 864 13'-6" 864 12'-0" 864 1500 16'-0" 576 13'-6" 576 12'-0" 576 2000 16'-0" 432 13'-611 432 12'-0" 432 1000 21'-4" 1152 18'-0" 1152 16'-0" 1152 8000 1500 21'-4" 768 18'-0" 768 16'-0" 768 2000 21'-4" 576 18'-0" 576 16'-0" 576 10000 1000 26'-8" 1440 22'-6" 1440 20'-0" 1440 1500 26'-8" 960 22'-6" 960 20'-0" 960, 2000 26'-811 .720 22'-6" 720. 20'-0" 720 12000 1000 32'-0" 1728 27'-0'! 1728 24'-0" 1728 1500 32'-0" 1152 27'-0" 1152-' 24'-0" 1152 2000 32'-011 864 27'-0" 864 24'-0" 864 NOTES: 1. Required footing areas are shown in square inches. - 2. Unit widths 10'Wide, 12'Wide, & 14'Wide represent width of unit at each side.of the mating line. Where unit widths are unequal, ,use the tabulated values for the larger floor section width. 3. The maximum length to width ratio for footing pads is 2.5: TABLE.II RIDGE BEAM SUPPORTS 80 PSF ROOF LOAD EXAMPLE DIAGRAM Span for Support "A" Span for _ Support "C" 4J4.) +d Bearing Wall — Mating Line — � 3 "A° "B" nCn x 4J C � V Supports per Ridge Beam Support Piers —� 0 3 TABLE III Snan fnr Cnnnnrt genu ** Ridge beam support piers are required at each end of clear span openings at the mating line that are greater than 3'-011. ** To figure the span that a particular support pier must carry., take the sum of the distances to adjacent supports (see example diagram). ** Ridge beam support pier locations vary with each individual floor plan. Refer to "CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT PIER" drawing for location and capacity requirements. TABLE II RIDGE BEAM SUPPORTS - 80 PSF ROOF LOAD Support Capacity (lbs) Soil Bearing Capacity (psf) 10'Wide 12'Wide 14'Wide Max Span (ft.) Req'd Footing Area Max Span (ft.) Req'd Footing Area Max Span (ft.) Req'd Footing Area 4000 1000 8'-5" 576 7'-0" 576 6'-3" 576 1500 8'-5" 384 7'-0" 384 6'-3" 384 2000 8'-5" 288 7'-0" 288 6'-3" 288 6000 1000 12'-8" 864 10'-8" 864 9'-4" 864 1500 12'-8" 576 10'-8" 576 9'-4" 576 2000 12'-8" 432 10'-8" 432 9'-4" 432 8000 1000 17'-0" 1152 14'-0" 1152 12'-6" 1152 1500 17'-0" 768 14'-0" 768 12'-6" 768 2000 170-0" 576 14'-0" 576 12'-6" 576 10000 1000 21'-04' 1440 17'-9" 1440 15'-6" 1440 1500 21'-0" 960 17'-9" 960 15'-6" 960 2000 21'-0" 720 17'-9" 720 15'-6" 720 12000 1000 25'-4" 1728 21'-4" 1728 18'-9" 1728 150025'-4" 1,152 21'-4" 1 1152 1 18'-9" 1 1152 2000 25'-4" 864 21'-4" 864 18'-9" 1 864 NOTES: 1. Required footing areas are shown in square inches. 2. Unit widths 10'Wide, 12'Wide, & 14'Wide represent width of unit at each side of the mating line. Where unit widths are unequal, use the tabulated values for the larger floor section width. 3. The maximum length to width ratio for footing pads is 2.5: TABLE III SUPPORTS AT MATING LINE BEARING WALL 30 PSF ROOF LOAD EXAMPLE DIAGRAM L CLEAR L CLEAR SPAN SPAN MATING LINE BEARING WALL = Mating line bearing wall supports per TABLE III below 0 = Ridge beam supports per TABLE II L = Support spacing per TABLE III below Mating line support locations vary with each individual floor plan. Refer to "CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT PIERS" drawing for location and capacity requirements. TABLE III SUPPORTS AT MARRIAGE LINE BEARING WALL - 30 PSF ROOF LOAD Support Capacity (lbs) Soil Bearing Capacity (psf) 10'Wide 12'Wide 14'Wide Support Spacing (ft.). Req'd Footing Area Support Spacing (ft.) Req'd Footing Area Support Spacing (ft.) Req'd Footing Area 2000 1000 4'-6" 288 4'-0" 288 3'-6" 288 1500 4'-6" 192 4'-0" 192 3'-6" 192 2000 4'-6" 144 4'-0" 144 3'-6" 144 1000 6'-0" 360 5'-0" 360 4'-6" 360 2500 1500 6'-0" 240 5'-0" 240 4'-6" 240 2000 6'-0" 180 5'-0" 180 4'-6" 180 4000 1000 9'-6" 576 8'-0" 576 7'-0" 576 1500 9'-6" 384. 8'-0" 384 7'-0" 384 2000 9'-6" 288 8'-0" 288 7'-0" 288 5000 1000 12'-0" 720 10'-0" 720 9'-0" 720 1500 12'-0" 480 10'-0" 480 9'-0" 480 2000 12'-0" 360 10'-0" 360 9'-0" 360 6000 1000 14'-0" 864 12'-0" 864 10'-6" 864 1500 14'-0" 576 12'-0" 576 10'-6" 576 2000 14'-0" 432 12'-0" 432 10'-6" 432 NOTES: 1. Required footing areas are shown in square inches. 2. Unit widths 10'Wide, 12'Wide,• & 14'Wide represent width of unit at each side of the mating line. Where unit widths are unequal, use the tabulated values for the larger floor section width. 3. The maximum length to width ratio for footing pads is 2.5:1. TABLE III SUPPORTS AT MATING LINE BEARING WALL 60 PSF & 80 PSF ROOF LOAD EXAMPLE DIAGRAM L CLEAR L CLEAR SPAN SPAN MATING LINE BEARING WALL -7 = Mating line bearing wall supports per.TABLE III below E = Ridge beam supports per TABLE II L = Support spacing per TABLE III below Mating line support locations vary with each individual floor plan. Refer to "CARPET LAYOUT & RIDGE BEAM FIELD SUPPORT PIERS" drawing for location and capacity requirements. TABLE III SUPPORTS AT MARRIAGE LINE BEARING WALL - 60 PSF ROOF LOAD Support Capacity (lbs) Soil Bearing Capacity (psf) 10'Wide 12'Wide 14'Wide Support Spacing (ft.) Req'd Footing Area Support Spacing (ft.) Req'd Footing Area Support Spacing (ft.) Req'd Footing Area 4000 1000 5'-4" 576 4'-6" 576 4'-0" 576 1500 5'-4" 384 4'-6" 384 4'-0" 384 2000 5'-4" 288 4'-6" 288 4'-0" 288 TABLE III SUPPORTS AT MARRIAGE LINE BEARING WALL - 80 PSF ROOF LOAD Support Capacity (lbs) Soil Bearing Capacity (psf) 10 -'Wide 12'Wide 14'Wide Support Spacing (ft.) Req'd Footing Area Support Spacing (ft.) Req'd Footing Area Support Spacing (ft.) Req'd Footing Area 4000 1000 4'-3" 576 3'=6" 576 3'-0" 576 1500 4'-3" 384 3'-6" 384 3'-0" 384 2000 4'-3" 288 3'-6" 288 3'-0" 288 NOTES: 1. Required footing areas are shown in square inches. 2. Unit widths 10'Wide, 12'Wide, & 14'Wide represent width of unit at each side of the mating line. Where unit widths are unequal, use the tabulated values for the larger floor section width. 3. The maximum length to width ratio for footing pads is 2.5:1. (?) LP-{)✓rRo 1541 rrz-T iR fR C7 �-OKHC5 ao.�p ��a(dL v R �itPuc wJ C2) G�: 1 JAdl�i *0 x �t� dvc Pel II �I 1l•i9�11.PU 0 12 6fPr I /4 I�.�INGr �I ISP I'le>=v MIN.OH P,& -H rV HINGj_P UOT c� f or �+�� Gi plG y7 TG f�l[YS`� G fINIJOLI�i Gni 4tw1A f INTH� 12 GfA-- IYO F WrIH6r NWI� AT AGM i2%1 {���I� I i 3TC #'f�lc IeIGu � °moi C7ATV w1 ; p 1=14i 2 Mw. 04"1 'TG F7r,r.-,j a I'P D Pldldl-1 17NG1 F'fT N �IO ' rir&r- M-A1� %f •40'O.G I I NG �o�-�{ IN 1 Ev. G Q-IIN) F1 -T4 tvOP I Whit If, w H G� 7ON� !� AT ol°oeIH r uvt� �• IAF CFp� YZ'�i Ts W/ Gd NAILS @ 6" 2' MIN fpf'ol- I +Y `}Q,'RGTORIfX.tE6EAl•� ANt7 Ttz1,1APE IQX MM== l�p(;f �Q° � 4L�j'�IC I=�Yo %(2)Cvd NAILS Tv EACH �' AT oG W FZAFTE� 7 G� cov ?2 G►'TPII- <'T 1=ft>� x:;r -OLIT- tvr- rwT 5"(P HOLES W1306A 1d � � w' W&*Ht�• ��F Ovi=� CTALV MtTAL. CSE6NOTE4#4) �IPG� Gl-o - Tir vFT>N A - fir Prw-l�- TIC -I-ooRIGoNN IaN C 33/4 3 �If 1-D II•lolpll- YY¢°s� Ca4TGi WITH � e- t -T ----LU--,;'Tr-r l • -r— I 1 AT 41-o'vo P� STN t-1 �y �i�� AOR 4PJ. -ie.Fide `\N oNt �4!_ PIeN��+M o— ;�i'b3'��'- )F�— 1 '1 �JJf� �� cnM \ 11 r�iik 2 tT� �I� 30 21� 81 3 Rte!-T�i 'I'�O� IoII pJ2� r�� �'J� Oro G�1JIJ. a In m P� (Tri( -jam 1= V(' I 4 rW4_Tc Klr*w. I I I I I — LA6 SGK6W I� I 17DTE: T•fpt� v.¢sl-i- �I� II 1. Bolt cluster rag's only whea OA- //OR/L. II ridge beam support poets Bre on one aide of 4,. LX 3GREL+ 3PPrJNGS+ Z 90"O.G. 5oUTH ONE p S . Bolts shall be lend (Atln.) .1[h washers at each end. 1n" O.G. MIPPLf: zONE RIDGE &EAM LAG SCREW DETAIL D rIpcTr -��'1 TINc� P 7AI�- E L-A(& 'SC2EW CLUSTER T^OL-E ii NOTE: GI.usTER MAX. SP/VJ oR A17J• Sr,+N SOV}{ ZCN6 MIDVLE ZONES r?ITERN 1. All close-up materiel shell be supplied by the manufacturer. O FEDERAL MANUFACTURED Q 11 I SGREJ�I 31n 5�- O IB, 1"x1"x16 20 PS F HOUSING CONSTRUCHON t SAFETY SUNUARDS 2. As an alternate to roofing nal to the U 2 60r_F_WS 4 5GR1;4V.7 10-0 7�-0" ZO-O� 14,-0,� gauge Slaplca may be used secure standard aephnll shingles and ridge ehllTglee• to /� J O P S F tiA '1Gr) a= � •�""J 1 '• ]. All bolts end lag screws ehnll conform J ^ 4¢ CL_ L 5GR:EW5 30�-0'� 21 -O ASMI Spec. A-007, or equal. 8 SCREWS 40'-0" 2,g�-O� 4. For electrics! grounding between sections, use Star Waehc re at both ends of the 1/2" �y L .Q �L 10 SGRE-WS �i 50�- O" 35�-o boll on atleast one of the bol to between each connected sect Ion. 00 5. 00 5. 0/6" din. x 5" long lag Screw may be used In place of 112" dis. bol to for conn action "SET—UP INSTRUCTIONS" GOLDENWEST NomES NUII": LAG SGKEW CLUSTER REOD ONLY WHEN of ridge beam .rlth 5peeial prov(sion5 cletwi I D h ble II. 1DS E. wAKENAM 51. SANTA ANA G91705 ow �iiNc FLOOR a ROOF MODEL NO. pNE SIDE of RID4E BEAM SUPPORT POSTS ARE ON (t. per CLOSE -LIP DETAILS sOIJIN MIDDLE PHONE:(714) t15d100 LAG 5CKEW 5PACINC4 IN CLUSTER 2. TO 4" O.C. 6. Lagscrews or bolts in a cluster pattern may be npaced up to 6" o.c. provided that DaAwNev ti�4-T Y>•0•eI E 1 wogwc. No. to 4" o.c. AVERAGE Spacing is maintained throughout the cluster. sevisE EZZO 69/69 Y _10 03ROdddV r S -H ; =;W. �s3 a- w � CO � cla r1 a y m o a m / O U a 8 e mm V Y m VJ V1 a g° DAY P4 PL4IL 0 1 co W x JL �� �1 U A_M m a `= a n c 14 si m c m K _ t�V- 'tel V—oa moo -o � moa OL U71 W JLC mi 4 l"M O-II II n th i� CL � o0 _ I L JLV' v� w b A 9LN IP Holm �Mcu -V4 - -�+� d�LJlrijC r�raroNNl�r �r�. . azul�t< 46;,fa GI�M�/�l- �-�11 G�FWFL'fofC L NV Cdl- 11.4Sr• �L�X GGt�IN�J�� � � V-( HP- VCjS-� 6;A-4 r,%,M C� r R t c.�► +► +p�rlr+acLrq Cut' T= Lam) I -[W- B GA,*i INS C Tull, our � I14T8R10C TUD/ANOWEK PARTI iION o'fKAINFK ANO IW VENT r1pr CI �f'� �� 1 '�_ I ` � /�f��-IFiSr WITH �JLI9j•{a�� *WNa4. AGA OfL•K PLDoR ARh12T rn 4 Y4' rOM 1%?� PIPs I 9.T 1=T ArrKnvev i i I11oK 26 ri rim- t:�AIN � COr[i uLIN; ro IK<.IN TRAIN lam ® 'Ij'�J Looee vKAIN 6EGT10 N VTWH PNk= UNC ° e prrAlN 111JE TEST to BE 49NCPUCTE17 AI'TEK A95EMI!5LY SIN 1-1141=: ID TYP prpNOIrP RR -NN I E FIELD INsTALLEd 'f, -TRAP I F Note: The P -Trap cover with insulation shall be shipped loose. .-41 sPDeeu 1'P9Uf—TUBED (� Il�l;,tl0 r .:SiR'ICIlON LL� DEC 0 81%9 ,2 Q. - .-C)05, C) 0 5,> "SET-UP INSTRUCTIONS" `° N� :E't Int E. WAKEMAN T. I.E. SANTA.� u� rTL. - PLUMBING CRAM rr ti b• ¢9•GI =ALE DAm. w. � Kevmo rv, 3 y Jai i' CjTu W��v Tu OM I' To -lam" -44 TRTiT S -- t v TU MT 71 din R A 0 C 0 -4 J�j ._=. :. co N •4 ��� 0 X3AT '�'= APPROVEDi��s�D� 1114 \� TF T TIRS Tir '""''•'"1111 to ^\ � � � - 1 3 )j Z n'1 4• Zoo�� age � 3 �m3krO Z % Nz Z� @ • 111 T , g mms_ m� wm TIT mo mommmmmnv =w C == m�OO..ewaa °°° Z �6 O W Bm I _ u O r N mm •°� m 9 w 6 MO �zQp •. M n^-000-0 < 00 �n� RA DCO m epee -m�_ » z Z ''^^ts No jy m'z2 m °oom�°m°°°�» O 0 N O m :- -o O �/ 1 10 O_p x•20 m W m w y ry 0 0 n m••w~•°��•M w0 O. O_���� _� • T APPROVED ° d m .o'Wm a e o�» �m_ oy°va om _ Tz g o Yp� '�EE[I p3 _ •1 O W �yQ Ito MATING SINJ �--- tN� 111HT �---rff4-- 4,nt4T .I. % h,pNiNuM 2t+ r I I cG� �4.�p SIG1N[$ Wit �171`N � � 1.4N r jam_ pr 1 �rPl-vt t IIu� IP 17 I. hLFr 7 GN V,?j71i a-4 NAIIGJ ! II1 wrrYl IdDNa � INS �r I p� Co RG. ApGI rim /f' JvINr I 9tDINC. R I N�PTI °. �/ 71GAr I 4A&r -7H6.4 I I �JLj "c.60, I G.G I' I Wo I YdUL AT 12+ O.1 I GR 91DINGY °iJRIPDFfiTbL W& NIJN Lc 4p"Lk r tj�RlSoi frPL OR V PGW_ AI-1JM. GifCINFr r-NPW4 - zl-z�*O - uP r T.A - A I HPYI&4- MTAll- M�Tat- PPKb oa tW+l� AT 12°o. c. MIrwM rat�ll-+� vl�lwN of wavp �Tr_t-+ I rk y1=RrIGAL M�"r'l.A �i1171NG b � �I--NYI� rolblN6r IJ 6r Np^NAI Gl-�-u� Ij_=TNI- 1D 1.A11 fastenera manufactured from steel wire ezpoeed to weather •Dell De atn, coated by hot-dip galvantaed eine, mechanl,ally depo.it:d atno or electrodeposlted a.tnc. Fastener• menutactored from aluminum alloy wire or other non-ferrous alloys euposed to the weather do not require pro t sot ive coatings. f.All close-up material shall be supplied by the manufacturer. X5.80 pSET-UP INSTRUCTIONS" HOMES 1701E WAKEHAM ST. SANTA ANA. �Eu+z ,IYL. WALL CLOSE-UP r.na DETAILS naAwasr Hol- 60'22-PJI ,. ,� eev:aoar T,rA&L W-u- F+s-� Fmp 1FOP&1-L �— FT WDLL f—ll'" TIT14&LPA Y= / i I i W .. _.__.._... . _ -frT' I V rm al' I i�G�Rf 1NJ�J-L.EP H6j47- �> PT IG° I MJ9¢�UATLOiJ (� I . �UL}gl-l2r I �; ISI � F%K( faeLn IF 1c�}1LED H E*fitf� vat? AfRPAe -V I _ INOpsI LSD FmTelr "IT {o r ILL?v w/ MI,4. fill T1J� 1B &Hr& YIN- INotA�T1Gf !. ULI41 Lf °H° r a. "H: r - -- I OKA4-L ( I F>� [HOP-LL fwf F1e1D INoJ¢11LDrw o GO�e p V4" ??:W- I I �Io1N� W/&.1 tjq-evl•e 01G>r1� w/ DSI GoF%�V4rv>° M" NEHE �RIWH:rr j _ ra&--04-ti Ituo AT f--1 TPNH FtHLo AT 4r ru" TK*-+gIT+ Fes- I I O. p� p. PeLD. M-� "-Iq To ATOtai- I I r Il F» IN9}44-W 9V9FRTI 4a Hg4r GP HN<;'r-FLi 6.-" 1 jLe��4—,7Rr PjTVH F1,&4� . 1 CHTPIP e-verek=7 WALL GLOBE - U WALL Of'1=NINGr g V. E T A I L C _ TYP. Tor PLAT EL I EXT. SIOING- TYr 9TUD5 AT TYf• WALL FICPMING I II I --- FACT. IW., PALLED I I IG" o. G. _ w�3TU VS AT Imt O. G. II I I TYP 2 x II x II I BLOCKINCr AT I II -__' -_� _ ALL QY°'9UM -- __- II II OP. JOINTS I II II I I FIEL91 INSTALL SIG' GYPSUM BD. W/CONT. BEAD OF P.V.A. CrLUE II I I I II AT ALL FRAMING MORS. 4 ATTACH W/��IG" x It x 19 GA.9TAPLE9 , ATG°O.G. rERIMETF-R FIELV ANv NOT LE69 THAN !/4" I 0 II I II I I I II I FROM *IDES 4 C-H Orz — II p II I I I FIELD INg TA LL '/211 GYPSUM BD. W/:%ro x IV4' 9GRESA!'9 OR 5d COOLER NAILS• OE' .096 ° DIA. SHANK x I9/4" �9 II I I II LONcr x I9/G4° HFAv RIN4 hHAHK NAIL AT V o.G. r II I I II PERIMETER 4 YIELv AND NOT LF-SS THA14 0/8E II I FROM EP%SJES 4 sNva. I I II TYr. g01'Te7M PLATE EN12WPNLL 6;L05E-UINT. ET. ID1 O MCRU MAM1FACTUM Q IMMIN0 0 ;i3,RuZn6N W V i $:fCiT 'rnw6ARDS FEB 16 1984_ cr- e� a- Q • p04'•�4 ur I GULDEN .ESI N^MES IP4E w r.I n� ."' ienu ene. (� arms pnUNE: IIIaI IH tI"" on�w:Na WA, L L—G Los :llt u u1' _y e A I . N.wN BY �Q.B•� "*Lt __!—l1l r Z rn 01 i T 1 N w m m• e O+ ti■+ h ao Deas ew vew v°eo�meam.. �.°B°a 9 oz »o weu°n v°.v+omvm9na �mm gBem ~e eoeomm°»� z 6Om ..S W»w »OV v—gvv Fp C. m o a N y6me»o»on�mc°rm m »m+ �aom mwo n b m O m+ O O m b e � —��°- o • c � m m m m� m .. mno v+wnm »m ».ameane�°a �s In � m 7 ol o Cl) Y 1 0 T z� mD Em C/). 1 �� r RADC'O D Fn O --i s+� N z m r► .. s•> \i co C • Z ]'Z ��WW(( ZD O oO� � H APPROVED > o >}x�T =� z ygEF �a.F i T 1 N w m m• e O+ ti■+ h ao Deas ew vew v°eo�meam.. �.°B°a 9 oz »o weu°n v°.v+omvm9na �mm gBem ~e eoeomm°»� z 6Om ..S W»w »OV v—gvv Fp C. m o a N y6me»o»on�mc°rm m »m+ �aom mwo n b m O m+ O O m b e � —��°- o • c � m m m m� m .. mno v+wnm »m ».ameane�°a �s In � m 7 C, eouw* q -*,, ✓Jute OROVILLE, CALIFORNIA QGENERAL CLAIM CLAIMANT: CLA : T ADDRESS: 9-0 Ba -i. 1a,S ' CITY & STATE: 2S'�- ( �C re AS9�l.-- IMPORTANT: ` .Z SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Owner has decided not to do work. Permit #2566-91B,P,E,M, AP#056-320-022, Receipt #96842, dated 7/25/91 & #97126, dated 8/2/9'.. i i Total Permit Fees Paid----= -------------------------- 902.25 Rptain Plan Checking Fee=------------------ $226.50 ' Retain Energy Plan Checking Fee------------ 15.00 Retain Building Permit Filing Fee---------- 10.00 ' Retain Plumbing Permit Filing Fee---------- 10.00 Retain Electrical Permit Filing Fee-------- 10.00 Retain Mechanical Permit Filing Fee-------- 10.00 Total Permit Fees Retained --------------------------- 281.50 TOTAL REFUND DUE------------------------------------ $620.75 TOTAL $620 75 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this ................'.?...j. day of....�... 19....... ..... 1�]. i.......• Calif. ....... `.-.......................... Signature of Cleimartt ove have een performed or de- livered and that there is a Budget Appropriation ❑ or Specific Board Approval [] (Check one) for I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles kament Dated this........ 23T:d................ day of ..... JulY............ 19„9,2at . Oroville Calif................ ...........a.......zed..uty........ Head or Authorized D uty Dept. Exp. Code ........440-002 ............... Code . 4.Z10SQ0................ PAYABLE FROM �Q ,,,,,,,,, PermltS FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroviller California 95965 - Telephone: 916/538-7541 APPLICAT-WIN ANP, PERMIT ASSES-SOR PARCEL NUMBER 56-32-22 ZONING TM 5 BUILDING PERMIT OWNER KEVIN ROBINSON TELEPHONE 893-5386 S0. FT. OCC. BUILDING VALUATION 1754 R 89,454 OWNER'S MAILING ADDRESS P.O. BOE 325 FOREST RNCH 95942 5 M 10,368 CONTRACTOR'S OWNER TELEPHONE 450 C 5,850 CONTRACTOR'S MAILING ADDRESS Fireplace i "All 1,500 CONSTRUCTION LENDER BUTTE SAVTNGS UNKNOWN Total Valuation $ 107,172 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 453.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 22_6.50 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 5245 HANKS CT FOREST RNCH 95942 Permit fee $ 704.90 PLUMBING PERMIT Filing Fee 10.00 Each Trap 8 1 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP L/1-2 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF g Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00ea TYPE OF WORK New b] Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3BDRM Permit Fee $ 46.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100V OR LESS 100 AMP OR LESS 10.00 0.00 Main service EA. ADD'L 100 AMP 2.50 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.E! OR AODNS. ACC. BLDGS. /20sgft 58.25 NEW CONSTR. ULT'.OUTLET NON•R ESID BRANCH CIRCUITS 2,50 ea POWER APPARATUS e %SINGLE OUTLET C'R. ) Ex. OCcup(OUTLETS OR FIXTURES 20050c SALO 3o FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 90.75 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating DUAL PACK 1 16.00 6.00 Cooling g 3 TON 1 6.00 6.00 LiHood 3.00 1 3.00 Ventilation 2 3.00 6..00. Permit Fee $ 31.00 Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue again said u,.ntt1y in consequence of the granting of this permit. X """"" - Date ^as'� Signal re of Applicant - Owner QT Contractor ❑ Agent ❑ An OSHA permit is required for excavationsov r 5'0'` d p and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 30.00 occ -3 coN TTYP€ �N TOTAL E $ 902.25 Az. cuA PARK scH F CDF PAR PD ) HD�f 1V/ 'ssuE This permit is hereby issued unoer the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. "If, OF PUBLIC WORKS Z/- By �' few Date��-• PERMIT EXPIRES Date Z./ - Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK-INSCTOR. GOLDENROD -APPLICANT �C, 3� . a a- s 11 .tom_ •�r:: • , �. .l 1 � ,YY - �+ 5�.. • ,5 Y5 5 R - � •t •IVY t `, � .� 1 ^ t i . 1 COUNTY OF BUTTE - DEPARTMENTt Of PUBLIC WORKS - BUILDING DIVISION I✓, 7 COUNTY CENTER DRIVE`- OROVILL"E1'C4+F4IA 95965 - TELEPHONE: 916/538-7541 f V / = PERMIT APPLICATION DATA SHEET f/Permit No. OWNER l�t�I�IYl 0 Iv) 50)A A. P. No. 56-32 a t ,� ' Proposed Building UselL SE 3 bedroom Building Inspector Date 2- IS At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . ..................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete) engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .. `'. 8. Engineered truss details•and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions !!� `75 ..... Fees of S fo ........................ 11. Chico Urban Area fees paid ....................................... 12. Parc fees paid .................................................... - Sc h of Dis rict fees paid .............. _ 4. Sanitation approval fro t Health Department 15. City of Chico plumbing permit ....................................... 16. Plot plan and business license approval from City of (see City for other requirements) "' 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW _ 19. Driveway permit (construction approval required prior to occupancy) S °I 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ........... _ 23. Owner -Builder Verification (Given to owner o, Mail to owner o) ..... 7.4Z5117 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signs ure authprization................................... 0426. ��o�ldP�a� 1125f9i �Z,;S 27. When you issue the permit, process as follows: ail to owner. Mail to contractor. X Telephone and hold for pickup at 641c,10 office. Deliver w/inspector. Other J • - Applicantke"As�_.Date Copy of ! Idz-Mat form sent Health Dept. Fire Dept. Air Pollution Date -' Copy of plans sent Health Dept. Fire Dept. Other , Date By The following data must -be submitted prior to.nermit issuance: (Circle n 1. Index permit for above items No. 2. Additional items required: o S Contractor, designer, ovwrErw s advised of above required data by�hhoone__naiI—counter by�.date Contractor, designer, ow:, was advised of above required data by�phone—mai I—counter by� date X�(ra Plans checked by Date, / Plans approved by Date Sets of plans on holin File cabinet AP folder Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance n 56 �3z-ZZ IF / 6N JrZ—C. AP # loc at ion owner C' G� has been issued for the above property. Driveway permit 7/ 0 �f 7 " ;7- 25- date lsi ature TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# r Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply -clearance for bedroom home. Other NOTE s Sanitarian Date U COUNTY OF BUTTE -7 Department of Public Works 7 -County Center Drive., Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention ,Property Owner: - An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay,in processing and issuing your building permit. No building permit will be issued until this verification is received., i I personally plan to provide the major labor and materials for construction of the proposed -property improvement (yes or no) Mez 26 I (have/have not) signed an application for a building .permit for the proposed work. 3. I have contracted with the following .person (firm) to provide the proposed construction: Name Address City .Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name - Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Security Nu ber . Date [9°7 -a5 -90 NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. RESIDENTIAL PLAN CHECKING GUIDE .12/90 (S.F., DUPLEX...& MISC. ONLY) I Bldg. Permit # OWNER AJ G'C a�/ly �DB✓ A. P. # Plan Checker GENERAL Zoning requirements: (sideyards and number of permitted living units). /�V.a1uation. V Plans signed by designer. Proper description of work on application. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). PLOT PLAN //Complete parcel size and dimensions. �Z:--Setbacks, sideyards, easements, etc. 4-. �i-nage . i,"'FloodThazard. 6• c -o ial ee itioras_on._cxeati.on map-,-(_noise_,_CDE,_£ir_e-s-prin-kle-r-s nne-n-c-emb- ustrb-re—,a n -d -f 13 ==ion -s). �.--�� i-rig-o_r-�_,-�i-�i-tres-acro•ss--�o�la n e.s_(..:Re Gcar-d-f-or-m )- � � FLOOR PLAN Complete to scale plan with dimensions. .equired windows for light and ventilation (Sec. 1205).- ��.kylights,(Chapter equired windows for second exit (Sec. 1204). 34 & Sec. 5207). Human impact glass -(Sec. 5406). �! quired room sizes, ceiling heights (Sec. 1207). �CIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Li fixtures, switches, receptacles, and exterior receptacles for main- enance of mechanical pment. Loc tions of wat eater, eatin a coolinge ui me other electrical as equipment. �1�0.2rage firewall, door size, and closer (Sec. 503(d)(3)). �'0" exterior exit or (sem_ 3304 M. . wood ove loc�ion, al,_ ;�e = =r_,nce. V.moke detectors (Sec. 1210). lumbing fixtures, water closet clearances and shower size. STRUCTU AL DETAILS Sta dard bracing or engineered design (Table 25V) n sua s vel. undation plan complete enough to construct building. gjjor construction details complete enough to construct building. evations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. &after ties or bearing ridge beam.r/ssfs ge door or porch header sizes. Stud heights. • l�s�r-equi.�ing-des-i-g� ' ' 13-.-Sla ec--ia-1--3i s-pec-t�r-eq u i r ad-•_ 12/90 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails �3ec. ''306). Y- Guardrail details (Sec. 1711 & 3306(j). t�P=proof pitch for roof convering•(Chapter 32). er Roof covering type - (fire hazard). 36" halls and stairways. 9—T ; *.; a~'^a-oy,er�-a-ge---c-ern-p+e-te-1=horn-r-sei ar-at-i-Gn- e-q-u-ir-ed-on ga-rWge slide including sunnnrti n� wa��-an.d_nnGtG___Pfir 1 ttic access and ventilation (Sec. 3205). erfloor access and ventilation (Sec. 2516). 10.Co ustion air for fuel burning appliances - L.P.G. e-meq-tri���� e�-d-upiexes . .E ergy design. Flashing at all exterior openings. -i - Asp AR o INWAIr"�/ — — 9 / , requirements. F T3 - S 386 V =-��. �GU2 � x/27 7�i �%Sv �/ F( Ck l(,rd � "t ..,,.-+rf. a.,r .. '-�...:...�vFn.�w;�"s...o ., .,.v".. .-.,,-.s tfY.. ,>r-•�..v.*^r.e�vPt�`leny �m�ti.�,ra+�.i�v �',.. ..,,.�,,v„^��irt�G... .. :.-w �� 5'.'�.��- .��•.<.-••�.�".s-�• ,�;�-'”"-r .�.. .. .,r 9 BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number SEj_-�-�.� Building Department No. School District c; n1619 City n County L>< Jurisdiction Property Owner Project Location/Address AWL Ch andileacfwa er5 i0w Fvresf Anck Subdivision Lot Number Residential.Development: [j] � ��y Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) - 7,5 h uilding nw&oartmdAk Representative . t Date ******************************************************************* (Floor Plans reviewed by.School District Personnel)-- District Id No. 9 avy97 School District certifies that Kevin Rul�45d0L (Applicant Name) (Phone Number) , ��� 55x3 % foYPsi O°a4f (?,ZoUZ�t (Street Address) 4nfe-S�- M A (City), (State) r� (Zip Code) �N has complied with the requirements of Resolutiono. % /71 IAy by the ayment f $ / Q/- 3a representing /�%S� square feet. 17&A )& chool Distric Representa ve Date PAID BY CHECK NO. BANK NO 70—%03L 13 3;2 PAID BY CASH is raid tiny uW the issuance OTT E5lutte County/M of Chico Building Permit Poor to 8/5/91.- Budding Permits issued on or a 8/N91. are subject to re -certification and additio G01001 lees of $1.00 per square foot of asse$sa white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) f ✓ '' F�CP3 I. C. R ,AJ'CJ i � I well .. •j ( I j I I j � i j , j i , ..►. j •.� y i i � � I_ i �. �. i. `IN -Same- ��CYNC _I .I � � � � i i i jam. i \• i i -I• •- --- Oil I I � j I i i _ I a�,e►��, I i i. `^ I I j j I ; i�_ ., G 6 'I�'a,-� I, -•�� ' T ; i i. 1.._. TL o i i � LermicaLe of i omPilance: rcesiaenua! climate Gone 11 - Documentatlon Author Tekphone Fnfotoanent Agency Use BUILDING DATA Condition r Area Slab sed Floor X Single Family Detached (SFD) (J Single Family Attached (SFA) [ ] Multi -Family (MF) Number of Stories ` Number of Units [ ] Addition Alone [ ] Existing Building [ ] Existing -Plus -Addition BITH.DING SHELL INSULATION Component Insolation Location/Cpmm*nts Tvoe R -Value (antic, to Range. r pi_ 4 ear. Slab Edge..... GLARING A - /Cl— Shading Devices North East South West Skyfight Total % Glass oL 7 D, /1--s— Glazing S' Glazing Orientation Area (sr) Glass Type Interior Exterior Overhang FramingType (single. double) (Tolle= blind, etc.) (shadescreen, etc.) (yeshw) (meWtimood) North Type (furnace, air Efficiency Location North ( ) Output Manufacturer / Model # conditioner, hent pump) (SE. SEER,HSPF) East ( )_ R -Value (Btuh) (or approved equal) East ( ) til W / S, -7 Sourh Moire 15/ G it South ( ) C West ( ) Maximum Furnace Heating Output:Btuh West ( ) BUTTE Skylight....... HOT WATER SYSTEMS Tank Manufacturer/Model# BUILDING DEPARTME��� THERMAL MASS Type/ Covering Area Thickness (slab/exposed, tile, etc.) (Sf) (inches) Location/Description(kitchen. bath, etc.) J HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, hent pump) (SE. SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) 0're- / Ger L til W / S, -7 SS�- /-/ Moire 15/ G it C Maximum Furnace Heating Output:Btuh BUTTE HOT WATER SYSTEMS Tank Manufacturer/Model# BUILDING DEPARTME��� SPECIAL FEATURES/REMARIS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -IR NOTE. Lowrise residential buildings subject to the Standards must contain thtese measures mIlydlea of the comprianm approach used. Items marked with an asterisk (*)maybe superseded by mere saringtiif romtoliarre requuemrsb fisted on the Certificate of Compliance. Wben this checklist is incorporated inn the permit docurn6u; -.ft featums noted shad be considered by all.parties as binding minimum component performance specfratians for the mandatory mtcasrea whether they are shown elsewhere in the documents or on this checklist Orly. DESCRIPTION DESiGNU ENFORCEMENT Building Envelope Measures • 12.5352(a): Minimum ceiling insulation R-19 weighted avenge. 42.5352(b)'• Loose fill insulation manufactuter's labeled R -Value. • §2.5352(c): Minimum wall insulation in frarned walls R-1 I weighted average (does tat apply to exterior mass walls). §2-5352(kk Slab edge insulation - water absorption rate no greater than 0.3%. water vapor transmission rate no greater than 2.0 permfinneh. 12.5311: Insulation specified or installed moeu California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(* Vapor barriers mandatory in Climate I.oncs 14 and 16 only. §2.5317: tnfiltrationrEsftlaation Controls a. Doors and windows beswerat conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. :4. Doors and windows weathersoipped: all joints and penematiou caulked and sealed. 12.5352(e): Special infiltration barrier instilled to comply with 42-5351 mints CEC quality standards. 12-5352(d), Insuallation o(Fueplaces 1. Masonry and factory -built rueplaces have: Z Tight fitting. closeable metal or glass door b. Outside air intake with damper and control c Flue damper and control 2. No continuous btuning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculation. §2.5352(h) and 2-5315: Setback therrrnomm on all applicableheating systems. • 12.5316(3): Ducts constructed. installed and insulated per Chapter 10.1976 UMC- J2-5316(b): MC§2.5316(b): Exhaust systems have damper concoLt §2.5314(e): Cas -rued space heating equipment has intermittent ignition deviesY. §2-5314: HVAC equipment, water heaters. showerheads and raueetsartiGed by the CEC. §2.5352(i): water heater insulation blanket (R. 12 or greater) or combined ince ior/owerior insulation (R-16 or grngex): fust 5 feet of pipes closest to tank insulated (R-3 or greater). 42.5312(ExeeptionIle Pipe insulationon steam and steam condensate return tit recirculating piping. §2-5319(d)r Swimming Pooh Hating 1. System has: a. ONoff switch on heater. b. Weatherprao( instruction plate on heater: e. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet Lighting and Appliance Measures §2.5352(1): Lighting - 25 lumcns/wart or greater for general lighting in kitchens and bathrooms. §2.5314(c)- Gas feed appliances equipped with intermittent ignition devices. 12.5314(x): Refrigerators, refrigerator-froezers. fteeers and fluorescent tamp baltasu certified by the CEC Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Chapter 2-53 and Title 20. Chapter 2. Sltbchapver4. Article 1 of the California Administrative endo. This certificate has been signed by the individual with overall design responsibility, and the building owner. who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. Designer Name: TuklFurs Addrea: Tekphonc: tic. s: — (signature) (due) Documentation Author Name: Title/Firm Adders: Building Owner Nam= TWOS= Address: Te nc (signature) (date) Enforcement Agency Name: Ater- r- Tckpthonc 3 1. Ceiling Insulation 2. Wali Insulation Floor Insulation Number of stones Single • R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 .2 R-30 •2 .1 •1 R38 0 0 0 U -value 4. Slab Fdge Insulation 4 _.�..._�.Q.80_,...,•�...153 ....� 0.50 -176 -84 54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 .9 -6 . 0.106 •11 -5 -4 0.04 -4 -2 •1 0.02 4 2 1 0.00 11 5 3 2. Wali Insulation Floor Insulation 54 Single • Single - R -value Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R•19 8 6 4 U -value 4. Slab Fdge Insulation 4 _.�..._�.Q.80_,...,•�...153 ....� -..114-. -46 0.50 -91 -68 -46 0.30 -47 36 .24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 0.02 4 2 1 3. Raised Floor Insulation 54 Number of stories Insulation in Floor R -value One Number of stories Three R -value One Two Three R-0 -17 -8 -5 R-11 -3 .2 .1 R-19 0 0 0 R-30 3 1 1 U -value 4. Slab Fdge Insulation 4 - --..0.60 . -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 .34 .22 0.20 -13 •21 -14 0.10 -17 -a -5 0.08 -11 -6 -4 0.06 -6 .3 .2 0.04 .1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -69 54 Number of stories ' R -value One Two Three R-0 -11 .7 -5 R-5 -4 -4 3 R-11 -2 -2 .2 R-19 .-1 .2 -2 4. Slab Fdge Insulation 4 40 - Number of Stories -26 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 29 -58 -20 0.90 -4 3 -1 0.80 •1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total -69 54 na ' LI -value -55 Percent 35 (percent Qlao x SC) .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 •14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 3 5 12 28 -55 -18 -10 •2 5 13 27 •52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 •12 -5 1 8 14 23 40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 5 7 10 13 16 19 10 3 9 11 14 17 19 9 .1 10 13 15 17 20 8 2 12 14 i6 18 20 14 7 5 4 3 HP HWR 7. Shading (Shade Open) -69 54 na .42 hlrective Peri c it Gla= -55 na 35 (percent Qlao x SC) -d6 Effective .29 -10 -37 na %Glass North East South :West Skylight 18 5 1 4 1 na 16 4 .2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 .- na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 _ 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 .2 -4 .2 0 na = not allowed 9 3.5 2 �B. Shading (Shade Closed) F1feetive Percent Gla= (Percent SWM x SC) Effectim %Gloss Nom 18 -14 16 .12 14 -10 12 -8 11 -7 10 -6 9 -5 8 -5 7 -4 6 3 5 -2 4 -1 3 0- 2 1 0 2 na . not allowed East South West Moot -48 -69 54 na .42 -59 -55 na 35 -50 -d6 na .29 -10 -37 na -26 36 -33 na -23 31 -29 -74 -20 -27 -25 -65 •17 -23 -21. -56 -14 -19 -18 -47 -11 -15 -14 -38 -9 •11 -10 -30 5 -8 -7 -23 •4 ,., -5 -4 -16 1 .2 -1 -9 1 1 1 -4 3 4 - 3 0 9. Interior Thermal Mass Interior Sin* . Slab Floor Stan of 1.6 Raised Floor Mass Family Stories Mass Detad Stories Famat /CFA One Two Three One Two Three 0.0 •8 -5 -4 .2 -1 •1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 .2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 •1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2, 3 4 5 1.5' -3 1 +2. .4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 it 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Sin* . Sirgle- Stan of 1.6 F2 factor (0.771 F ed Family Multi Mass Detad A ied Famat 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 1.00 10 13 8 10 5 7 1.20 13 12 6 1.40 12 13 9 1.60 10 13 ti.. 1.80 10 12 12 200 10 11 13 11. Heating System SE or HSPF (assumes dues In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst•:Tn Stan of 1.6 F2 factor (0.771 _ SEER One -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less •15 •5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 7 6 5 Effective SE or HSPF 2 11.0 (SE or HSPF x duct efficiency) 6 Effective -25 or -24 to -14 lo -4 to +6 to 16 or SE HSPF less -15 -5 +5 +15 more 0.30 275 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 it 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 '37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst•:Tn R -value (01 F2 factor (0.771 SEER One -5 -4 -4 3 (assumes ducts In attic) Two + 3 3 Sim of 7-10 2 2 1 Single -Family -2S or -24 to P-1410 -4 to +6 to 16 at SEER Vest •15 I 5 +5 +15 more 8.0 14 -12 -10 -8 5 -4 8.5 -9 -7 -6 -5 -4 •3 8.9 -5 .4 -4 3 .2 -2 9.0 -4 3 •3 .2 .2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 120 15 13 11 9 7 5 13.0 20 17 14 12 9 6 - Solar -1 -1 .1 0 0 OY. Effedve SEER -18 -12 -9 -7 (SEER xduct of dene7) 1.3 WS8 -25 Sun of 7-10 -12 -10' -8 Effective -25 or -24 to -1410 -410 . +6 to 16 or SEER less -15 S +5 +15 more 5.0 30 •25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 -6 -4 6.6 -5 -4 -4 3 -2 -2 . 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3' 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 120 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 No Cooliwv System Installed -Stories R -value (01 F2 factor (0.771 Standard One -5 -4 -4 3 .2 -2 Two + 3 3 .. 2 2 2 1 Single -Family #etacited and Attached Y, 3 x . 7 -7 I Unit Size (sit -1200 7-7 Water 017 X t 139 1700 2200 2700 Heater credit or • 10 to to Or Type Type lass 1699 2199 2699 more SG None 0 0 0. 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 Effective SE or WS8 5 3 3 2 2 S% POU 8 5 4 3 3 SE None 37 -24 -18 -15 -12 - Solar -1 -1 .1 0 0 OY. HWR -18 -12 -9 -7 -6 1.3 WS8 -25 -16 -12 -10' -8 27 POU -18 _-12 -9 -7 -6 IG None -5 3 -2 .2 -2 Q2 Solar 7 5 4 3 2 1.5 POU 3_ 2 1 1 1 IE None -28 -19 -14 -11 •9 4.6 Solar 8 5 4 3 3 0.6 POU -10 -6 -5 -4 -3 2 Multi-Fam(ty (individual units) 29 3.1 13 15 I Unit Size (so 19 Water 43 699 700 1200 1700 2200 Heater credit or to to to or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 1.9 WS8 9 4 3 2 2 3.4 POU 9 5 3 2 2 SE None -45 -23 -15 -it -9 119 Solar 2 1 1 0 0 23 HWR -23 •12 -8 -6 '-S 11 WSS .25 •13 -8 -6 •5 5.3 _EOU _23 _12_8 6.1 5 -5 n None .8 •4 •3 -2 ; .2 26 Solar 6 3 2 1 1 4.1 POU 1 0 0 0 0 IE None 30 15 -10 -8 3 1.4 Solar 18 9 6 4 4 29 POU -8 -t •3 -2 .2 Interior Mass1CFA Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat boss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures /C or R -value (381 1.1 -value 10.0301 /7-/4 or R -value (111 U -value (0.0981 or R-value(191 U -value (0.0371 or R -value (01 F2 factor (0.771 Standard 411 1-7.5 .00, Type (doublel U-vahle [E6-51 F. Toud Glass E 16 % Glass Sc Eff. % Glass ?, r X CL/� X Y, 3 x . 7 -7 1i.7•u7K•.. 21 7-7 017 X '77 = % Glass . SC Eff. % Glass l TrP9 I WS (UIMC • 4.2. ies exposed d slab) -X 1J, I x G = / f D. 7 X .77 h - TYPE 1 MASS AREA �g InaetiorNus/CFA COND. FLOOR AREA TYPE 2 MASS AREA a 8 Exterior Wall Mass GOND. FL OR AREA .72 X . 93 SE or HSPF Duct Efficiency (0.781 Effective SE or [0.771661 HSPF [0.1,6/5.151 x 0% S% 10% i5% 20Y. 25% 30% 35% 40% 4SY. 50% 55% 60% 666 70% 7S% 80% 85% 90% 95% 100% 105% 110% 115% 120% 125`• OY. 0 0.2 0.4 0.8 0.8 1.1 1.3 i.5 1.7 1.9 21 23 2S 27 29 3.2 14 18 3.8 4 4.2 4.4 4.6 4.8 5 53 10% Q2 0.4 0.6 0.8 1 1.2 1.4 1.5 to 21 23 2S 27 29 11 13 15 11 4 4.2 4.4 4.6 7.4_ 5 52 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 22 24 27 29 3.1 13 15 17 19 4.1 43 4.5 4.8 5 5.2 5.4 56 30% QS QJ 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 32 3.5 17 39 4.1 4.3 4.5 4.1 4.9 5.1 5.3 5.6 56 40Y. Q7 0.9 1.1 1.3 1.5 1.7 1.9 22 24 25 2.8 3 12 3.4 18 3,111 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 59 50% 119 1.1 1.3 13 1.7 1.9 21 23 25 27 3 32 14 3A 11 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 12 SS 17 3.9 4.1 4J 4.5 4.7 4.9 5.1 53 56 58 6 62 60% 112 1.4 1.7 1.9 2t 23 25 27 29 11 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 22 24 26 28 3 12 3.4 36 3.1 4 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6 1 64 70% 1.2 1.4 1.6 1.8 2 22 25 21 29 11 13 15 17 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 62 64 75% 1.3 15 1.7 1.9 21 23 25 27 3 32 14 15 18 4 4.2 4.4 11.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 MY. 1.4 1.6 1.8 2 22 24 26 28 3 13 IS 11 19 4.1 4.3 4.S 4.7 49 5.1 54 56 5.8 6 62 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 27 29 It 3.3 15 3.8 4 4.2 4.4 4.6 4.8 5 S2 54 5.6 59 6.1 63 65 67 90Y.' 1.5 1.7 2 2.2 24 26 28 3 3.2 34 3.6 18 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 22 25 27 29 11 33 15 17 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 5.2 6.4 6.7 6.9 100Y. 1.7 1.9 2t 2.3 2S 28 3 32 3A 16 18 4 4.2 4.4 4.6 4.9 Si 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 26 28 3 13 IS 17 19 4.1 4.3 4.5 4.7 4.9 SI 5.4 56 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 21 23 25 27 29 11 13 16 3.8 4 4.2 4.4 4.6 4.8 5 52 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 24 26 28 3 32 14 I6 3.6 4.1 4.3 4.5 4.7 4.9 5.1 S3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 23 2S 2.7 29 3.1 13 15 17 3.9 4.1 4.4 4.6 4.8 5 5.2 S.4 S.6 50 6 6.2 6.5 6.7 6.9 7.1 73 125% 21 23 25 28 3 3.2 14 16 3.1 4 4.2 4.4 4.6 4.9 5.1 13 5.S 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 ,7.4 Point System Summary: Climate Zone 11 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat boss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures /C or R -value (381 1.1 -value 10.0301 /7-/4 or R -value (111 U -value (0.0981 or R-value(191 U -value (0.0371 or R -value (01 F2 factor (0.771 Standard 411 1-7.5 .00, Type (doublel U-vahle [E6-51 F. Toud Glass E 16 % Glass Sc Eff. % Glass ?, r X CL/� X Y, 3 x . 7 -7 21 7 X 7-7 017 X '77 = % Glass . SC Eff. % Glass X 66 - J, I d -X 1J, I x G = / f D. 7 X .77 h - TYPE 1 MASS AREA �g InaetiorNus/CFA COND. FLOOR AREA TYPE 2 MASS AREA a 8 Exterior Wall Mass GOND. FL OR AREA .72 X . 93 SE or HSPF Duct Efficiency (0.781 Effective SE or [0.771661 HSPF [0.1,6/5.151 x SEFR S] Duct Efficiency (0.741 Effective SEER (7.031 0 ya (scl - Credit [none] Point Scores O 4-a 0 4- Sum 15 1 0 1 41 O Point Total: ���� M 11 04 OEPREVIAM AAWA(WHMW Rl!Q O) FOR 241x/61CAAWL WMACE ACC&eS. ventilation for wolerfloor urea shall be une square foot for each 15Usquure feet `0R0TL+C1- 15AM49 A9 VEWM. ACCCSS, u underf ser area. Locate upentnys clues to earners to provide cruse ventilation. WAY errs LOCA7'LO ONON0 WALL The requiredorea of openings shall be approximately Squally distributed along the ( length of at least two opposite sides. Cover dpenings with corrosion -resistant wire mesh with mesh upanmys of i inch. frR/OcgE BEAM O•R I H • {MAT/ C ,�+ ER �S �J W V F01- 1:01 IR - - 11:K] - ----- 1- oi + 5 -01,.tt �_o11At /2MQEQi -A'-cAA 5'- #A//2 foe 19ow /SOOT/N�Ci3GL�' G/1,-) GNAT/NG L/�llE FOOT/N6(r3o eG,-� +R B iVY/lRQ R/t�La- Rbt rO WAAeAl elcer - I Af? a A3NOWALL -- BEAM aij,- ,r= LN OPTIOA./AL CRAWL I/I�r� \� [Ell -1-9 l�1 J 911-r1GE /A/ Moa/LEI--� HOME =LOOP, 1 • /811 F a [Ell 1- - 1 I TYPlCi1 L /BIER CHAR l5 AM SEEpR� r I� ) L4-4 t 1 POUR POOT/NGS -- 3 2I MIN , ! -70' MAX. 97/ 3,, FO[Jh/LOAT/OPV I4=L><iN NOTE: Jj(I IS/3t ApA Pmt re p 4@.1 , PL+O.'bFl A STF•11(,TUPJt� �H ATN W( w 1.�• X 51s"A,P , eATE D 2 i •�T Q amsev GN THINK `1T. /2#04LOF/ 0 W/6AJVL -- /O *A ><A w Craw/ 'effos" WAICLES 1 lh/fc 000-1,(Stale r X CE0GOO lerrAPL Aw 5x14. x ,2 r 4• elrANO. HIS` e I It oR rA4k � [ l211 yo E F' L D E.N. L etOdiea �+ '71'0 A-5. C 4 LOy'Ie W/�� F (12)0/0 x 2'' W.000 /n 'ileb A eCAP-W E4. 444Vni 2 it 4- Rr. O^ ore rcoUNLNriOA/ a&AM rte (/f 12 a 4- �'+ GcaAJT. ACE ReOW000 EIA, wravO/C0EKTERtoo. HoRiZ. FTNc�. (PRAOR C L� bL 6QL/AL N/Tf+d Moe LOM 0`PC OAC . DLOCK GAOUreD M4 veR7: e+61-/.SOL/0 04 011 CONC.AWrLW n A ♦r r Ar. t/t "MiN o 4'• c co./r. kin !FEN- - N r Y/" !"rRO.v7' OR QL'.flR C,q,�alt�Ml�MbCR�WN1iJ t:Y+C.I)F�W o5LOCK/NG, Ae REQ'00 Z r - C HAs5/5 BEAM 0 _x STLJ F+FH.F � a'dr� /L/5 FROM ? X 7-SAWOR SW LL rO Ar/lvsl L INC . a 2 it 4 I. -Ir" ICF s 1A % KAL it 14 HIIJ,t? \IWT. N Tt.1DOP t rAf ` �aoW N t,B[BL r 4•xtiilN. EMESEDMeA/r aVR D�TiUL NOT 1160M"A161160M"i0 1^.fU• ` e (1) 2v4 FLM! W SEAr'1 r-1A.Y QE CCINICAVTG /�00T/Nd SWB6'VUNTE V Fo[ 1 �* JiDE.WIALL F007 -//V(9 /0./c Of �3 IE/0,/0Wr9LL FQOT/NCti l"=lLO"� pi�ID /ZE L. (Lb)LEAlJ(5 AREA O Ar /r 5•u /All � dX / - x r 011 /V2 50 -b11 x/' -6r X co '2600 G.9 ?L/0#"/L,01 rt p I t) 5 50 8.3 QL08Is. 2 ' -Or x G 4000 9•� K2' -#",,12'-4-',K Ci" 64� 5 O I3.s Sloping finished Icade away frele RE5I5't'MIT'WNEJlE t Ei(r�� WFAM4 ,eAIM AND SAfnr Cgar. S[Clla.r laffl . APPROVED;. SVl1EC1 to COAAEC11Gi+f NMta .� x De 1000 22•Z 5L+1 x 5L4•r rt `1r //,000 2�.2 b(-61 K 01-61. e /15,500 �,. s AL.L.0W^=1_AW LOAD ON /SOOT/!VCW_ /1;7i10 10HAL A*or excmeO MAx.. CA/aAC/TY OF AER X00 //V SCJA_OUL.E BEAM BUFFO, 14 A50VE 5N^PGNts O i "A.r 1- We OR AIC KET Oft WaUA.L ' \ T 1 r, This set of plans and specifications -MUST I e' kept on the job at all times and it is unlawful to make any changes or alterations on same with- out written permission from the Department of Public Works, County of Butte. \ to �IN 0 h 2A4 -x The home's underfloor area shall w/rr ) /G TO 2AoPr, /CIL ATE 4e4- (12) 10 1/ /Z x4•� OW -roll ro R/MM C O CJC R CT 4 >< 4• P/ER � • r . sq, This set of plans and specifications -MUST I e' kept on the job at all times and it is unlawful to make any changes or alterations on same with- out written permission from the Department of Public Works, County of Butte. \ to �IN 0 h O(oE C)FA-m CA! wTINCo LINE 910? Z4 ,.'v �„V�E FCIr1Yr� . rIt7TE; � r7eMt- j • � t ®® ` '., •. , ,fir lAIp1L-� 3TE.EL1� FA51E1lEA:S pELU lj' , 6rzAoE. J All lumbar i plywood shown as preservative trestai shall be pressure treated In accordance with the American Wood Preservers Bureau standard A.W.P.B.-FDN. for use N ground contact, and shell be stamped as such by are approved agency In accordance with I.C.B.O. research report IAA -517. Where lumbar is cut after treatment, the cut surface shall be brush coated with not len than )% solution ' of the soma preservative used In the original treatment. The solution @hull be delivered to the field In Properly Identified, sealed containers with no dilution permitted. Alternate. treatment for cut surface shall be field treated In conformance with A.W.P.A. standard Mk-�0 using a 5% solution of pent ochlonphen@1. caper napthensto enlalrlby BidnB \ r1-yF ic^L_ VIGQ f i i^�IS bM. �� The home's underfloor area shall , 1%YPICAL ��-TION be sloped to ran Sri-?rainage OW -roll s� ©G system •hall be provided to exit X 12A water from underflear area, or [ water shall be 'prevented from entering undetfleer area by F Ole Sloping finished Icade away frele RE5I5't'MIT'WNEJlE t Ei(r�� WFAM4 ,eAIM AND SAfnr Cgar. S[Clla.r laffl . APPROVED;. SVl1EC1 to COAAEC11Gi+f NMta .� mfi'd home to drainalS Swale, 4 and/or as cequiced by local conditions and local grading 4..-OL1"0ATION CON9TRUC'-/ON/ 9HIA L t3E /N requirements. O(oE C)FA-m CA! wTINCo LINE 910? Z4 ,.'v �„V�E FCIr1Yr� . rIt7TE; � r7eMt- j • � t ®® ` '., •. , ,fir lAIp1L-� 3TE.EL1� FA51E1lEA:S pELU lj' , 6rzAoE. J All lumbar i plywood shown as preservative trestai shall be pressure treated In accordance with the American Wood Preservers Bureau standard A.W.P.B.-FDN. for use N ground contact, and shell be stamped as such by are approved agency In accordance with I.C.B.O. research report IAA -517. Where lumbar is cut after treatment, the cut surface shall be brush coated with not len than )% solution ' of the soma preservative used In the original treatment. The solution @hull be delivered to the field In Properly Identified, sealed containers with no dilution permitted. Alternate. treatment for cut surface shall be field treated In conformance with A.W.P.A. standard Mk-�0 using a 5% solution of pent ochlonphen@1. caper napthensto enlalrlby BidnB \ r1-yF ic^L_ VIGQ f i i^�IS bM. �� •min. of • 2% capper metal, a 7% solution •f ACA, CPA' types A,B, or C, or a 5% solution of Sora' or ACC, at creosote in conformance with A.W.P.A. standard M440 paragraph 1-511. , 1%YPICAL ��-TION MOB/t-E HoMe =HA99/9 OW -roll s� ©G AO A� (ly�l-Qn 12A ;.r Ole RE5I5't'MIT'WNEJlE t Ei(r�� WFAM4 ,eAIM AND SAfnr Cgar. S[Clla.r laffl . APPROVED;. SVl1EC1 to COAAEC11Gi+f NMta .� GENERAL /l.1 O T',lY S /49/ l• THIV FOUA/C>Ar/ON PLAN /8 FOR, L/SE 4..-OL1"0ATION CON9TRUC'-/ON/ 9HIA L t3E /N ONLY W/TH N u. D ,4PPRQvEO HOME6 A, ACCORC ANCZ W/7' THe EDITIpf1 OF THE. AS MANLJFAC7-LREO by, GOLOGti/ WCO7- L/N/FOR/� U/ NCy GC:f7E MBO LOCAL COOSS. A<LL HOM6S, P00T/Nb9 5 LL d�I l�1/tel• BELOW NATUAA .. R i ORAL7iE, _ m 9EP HOME M HF-�GTURERt`� 1, / MANLJ L FOR CF0,11? PIED 11 g �5/6N 60� A 4,` 1"OA2 VERT/CAL LOAC) // CAFAICAV AW 5PL -4 UI t'1E(J1`a AT C.AM:rbIS /9 l �•F PER / 88 LJ.6.C, TABLE GE.�1MS MAr,() /O L/NES ANO MMT/AAS LIAJe R/OGWB LQA h9E•AIM aL/I-PORrs. pRimene FOOTING PCOV(PES Co. E/IR/NGr / R9 SHALL 6E L/OT60 i1N0 PfFflfl•(ETE[ 6UPP047-WNEQE QEo'P FAY IM'STALLATION AN LiAd&A-E0 8 x A � AIs`PROVCD A6CNCY -4.44 5ACA: ; 'y 7. CeIBIfaAJ L/VQ LOA09 DES/o1V CEAO LOAACe MH^LL pE x'7MIM. AMD 111X H MAX. Gap X6 X/Q4 , ROOF �• O Olt 'SO pep - / PH I"r FLOOR = O FL OQQ' 1807Sow. 'l•, L SHAL 6E G4ADQ tlTAl� ����y4 cn,IC Y, WCL 15,WWM! OA L�s WINO g or eo M.PH �XQ EL.' WALLS+ lO P,5 /'. . (OFPLOOiC AREA) d. CHALL 50 /N ltis� 5E15M1L ZGYVE :, , ACCOROAA1CC- W/ T T LC NO. r2 r5 -/- � Tyrw �s�l�l►--_ A. THE QPM1*A! Live- LOAQ$ SHALL Ora C00`.J5/OTE/JT AlJrII Ase- �C'. 261Z1$P. ��,y W/T LOCA RfQU/REM/Et47-1 /-OAtPERMAA./ENT 9•, SHALL dC G1e O A,-1•T.M. ArO15 TrAA4W OTRUCTUR p. L/Cc a RJ w/TH (�/AM. N/N. 4A/0 /Al ORGw7E ANO 'SO O M/AJ. LAI" /N /�AIDCAJRY. (. CIiA9515 bEAM 101. �IOKTAA4 M/X SHA" OG - TY/aoe 0-111 P1R rAeL_m'24A< 41 FL/LL_ WIDTH OR MAT/NB L/n1E WOOD SHIM AV JUPI�ORT R/M Or'� 1J•G`.C. t0/t, / CEI./EAv?', I�Z t.//1C, �/2 ANO dY VOLLIA4Z. Vill RCQU/RED FOR ul GEAR1/445 AREA I JO/9TH REPWRED Va rjr til• NAL c -+41M5 TO it Il• GROUT mtx eHALL 13C CY VOLUMES, /CQA4&,, " 3 `aAAJO ANO 2 - 3/611 F'�A eA4AVffL W/TH BUFvRIO/At4r. 1 WATER A000O TO PROVO@ CONO /'TCMCV P'Ol4 *ti f t A-OUAIN& w/THoL/r 0&&,'RGf9AT/oA/. }- IGlf /Nr -o /,2. CO+yGRETC BLOCK SHALL 5E L./GiHT W,�/aHT ,• A '2.6 RT• � �ROL/r UNITS CCW/wORMING► TO A.�.T M. 19RAr.a!! C-10. OR FO t1 C-.RACL� 1 9PE4 /AL /N'S/•wC C T/ Oh/ NOT RC Q'O f M n / !., 50 • ' ('500oo MAX. C.A/OACITY A4e10W000 �,f CA R //.J Gl�c> ` �`It 1 OROUMO CELL IBJ ,COA/CRETE SHALL BE 2000 /�S/ G� 26OA`Y�7 pAt ,';1 CC►VCRGTE PAO ``'' M C Ud/C '7` RD MTN -1 /12 MALL0/J8 MAX /MUI •Gyf FOOT/NCI,, FO/t ' WATER Pap 'MACK OP CL?MCA/7. 3 O/ZE bAxD` UPOA/ CAIRAC/rY OEEe ' 14. CONTRACTOR SHALL �/ER/FY ALL 6/T+f•-' � yl eEt• CGWO/Tl oA)e ANO L7yMENS/ONS /-AQ /OR 710 flrAA�Tihl vI /�OtJIV0r1T/O/l. /.AOT//�Y ,ENc'i/N6!lsA� OAS' ANY � _ O19CRE/"/TNG/E8. _ �O4j"F P/ER KLAN ELE �/.1T/O/V /'31. N^IL IbOL.T CLA1Ml�, OR £GRCW /+/GRS TG �/�IE/Q 5000 MAX. CAPAC/.TY BWDICATCO CCNTCR OF L,01A0FROM ^DOVE MOB/t-E HoMe =HA99/9 dbAM9. " Ci. Q gNEQS SucH A5 NAILS'AND ; £STAPLES6E •'�.GRIfO�IOhi ,.I A,., L� ,A..xAewE ,="'. /9E /CM T/O TYP/G/�IL M�ISONRY ,BL OCK P/ER IHA RaTArEo*'=l'-d RE5I5't'MIT'WNEJlE t Ei(r�� WFAM4 ,eAIM AND SAfnr Cgar. S[Clla.r laffl . APPROVED;. SVl1EC1 to COAAEC11Gi+f NMta .� OEA A4 SUPI•'ORT 4- A^n VE CyARA6E WALL (431' OTHERS) 7.9 'Sa. N, 6QNln . I-) & , to. ted, A&A Eca'v r x 2 L �ROffSS: SS�ayIDE. Pyr c..Nawa.d. j�: t ernf ar(MESANef1Ag1 �p , 12/ i4/til No. 232 u! nOY I' I�I I '� {l Eq. 12.3193 �,. By, -"`/ - _ Date _ MOD/L@ HOME �: • 1 *•A^1 FOUNCNT/OA/ a. IBb's sq CIVIL ee� SPA NO. __-- 4- x 4 ><l8� •20.F, WALL .�EE® 7/`1 B} cAu�o r1.I, Men A ,ro�ol Expires DEC 0 7�A 12" lI 4. it 4' RE:ViOloN OATS SEP0 '91 ' 1 2 it Co /�'T. y. ; MFC/ -'O f%OME /FOL1N,1QAT lON Ara ! i POR= GIOL_0EIV WEST HOMES CTAT .. 106 6ANrA A/Vi1 , /C�. ''6 /O:J _ - wl•�'. `� al .MOQ0* MIN. STEEL PIED �-Ic71 .t •., a Z.- - (7/4) 1' 55 4WO / MAY tE lJ`�Eb Ab ALT. ip CafuClzETE - - FIEI? w/4e4 RYsr, ^Trrr�1 rTErAI 1?5„� h,loa/Le //OM6t���;�tr" A friEQ W/ O. OQ, tl0oti ALT. '10 Cot4e_�w P1cRro W/4a4 1'OW. NNLOR '.)c•&w a, ,. Islo? w/WIELD, bON, bcREW oR METAL PIER TO 4x4, /O FOUNDAT/ ON �•^ ' 1` -NL N5 AR'tJC.ebLE . REQ 4 FOCTINC2 chm&lr_IT`f i -b 5«�*w aTER,_ 4 ; ; F YBTE M IE P/ SE 9Ay 11 I e OOT/ n L erlfrwr+� ti. //V C -s cA I oAC / rY / e/ _ Q P/ER FOC7T7/VCy e/rY /e•/tar +� AIT O�Ri'I Cy E l 'l or _ a-- I, NO. GW �( INOTE. -AA Materials & Workmanship Shall Be in, SuTM COUNTY Accordance with Recognized Good Practices and Qi c quality prescribed for the Specified use in the BUILDING DEPARTMENT l tJforrn Building, plumbing & Mechanical Codes and the t�iational electrical Codi. A r r E D ROIn,56v-,,