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HomeMy WebLinkAbout071-180-023a i N ' . ,1 .« 4^( Mc: � ... � _ _ e . ��t . .: _- , +. ,. i ..��; ,y �- T _j`.+Ty"' .: �... �.: .A.a. 'CH'i - ��$•w�ij'X �:•S"�'��. "�'..`�'''3'_f�'4",�i . r• J. • . ''ti ' OFFICE COPY Address r GASDate Meter By ELECTRI paE� =E - Meter By r�^t Q COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Californiq. 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PtRMIT ASSESSS"fi-ARCS NUMBER �8--n-023 ZONING FR -5 BUI NG PERMIT OWNER Mike Bether TELEPHONE 589-1155 SQ. FT.. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 221 Lak ew Terrace, OLrovllle CA 95966 CONTRACTOR'S NAME Owner TELEPHONE - CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing fee $ 20.00 LENDER'S MAILING ADDRESS 5 Permit Fee , original $ 302.25 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ` Penalty $ BUILDING ADDRESS { - 221 Lakeview Terrace Feather Falls PERMIT FEE $ 322.25 y' _ t • ' x' +f'- `14 PLUMBING PERMIT Filing Fee .1 20.00 }Each Trap r f- ..- i' 7.00 RV L: Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCE IMAP Each gas water heater or vent 15.00 USEOF STRUCTURE SF dXDuplex Cl' Mobilehome ❑ .Other SPECIFY - Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK X New ❑ Addition ❑ Remodel El Utilities ❑ Installation El 'Other C2 \ \ 1 Describe Work: 14t renewn1./93-)A77 ► PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 W R Main Service ( 200AORLESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ' 46.00 ` ++ NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. SLOS. ) SO 3.50 FT. NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 .LL +Y� CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) 1 ❑ 1 am a licensed under provi4lhapter 9, Division 3 of the Business and on of C Professions Code and my license is in full force and effect. License No. Classificationt ! I, as the owner, or my employ'e�swith wages as'their sole compensation, will do the work, and the structure is n intendedjoroffered for sale. (Sec 7044) O I, as the o§ivner, %m exclusively contracting with licensed contractors.j(Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason F ( POWER APPARATUS ) a SINGLE OUTLET CIR . Ex. Occup. ( OUTLET OR FIXTURES ) @ 1.000 AL.5 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Je WORKER'S COMPENSATION. INSURANCE , I declare under penalty of p`trjury"(c eck one)' H' .* c ❑ This permit is for $100.00 (valuation) or less. ~• ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. I I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statemen t i hod ld_ you' beeome'subject to the Worker's Compensation provisions of the L;W61r Gode�{, you m stf rthvirith comply with such provisions or this permit will be revoked. I ' ) 1 PERMIT FEE $ Contractor- 7t 7i MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor r HIl� I certify that I have read this applic."atiati on anH()d state that the above information is correct.Mobile 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 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 against said -.0 County in consequence of the granting of this permit. A,44 � X/� kDate ii r Signature of Applicant - QWwner ❑ Contractor ❑ AgentI An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Home Installation Fee $ Energy, Inspection Feel $ OCC CONST. TYPE TOTAL FEE $ 322.25 HAZ- I D. FEES IMP F100D COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County CodeA�nd/or Resolutions to do work indicated a ove for which fe - s have been paid. z y r sa Date / / 8/4/95 PERMIT EXPIES (Dare) Receipt No. /C' % 1.500" WHITE-D.D.S.:B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT (k_f DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 071-18-0-023 ZONING Fac -5 BUItdNG PERMIT OWNER i�liice Bether TELEPHONE 589-1155 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 221 Lak-6vSew Terrace OLroville CA 95966 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee original $ 302.25 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 221 Lakeview Terrace Feather Falls PERMIT FEE $ 322.25 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF CYDuplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK New O Addition O Remodel O Utilities O Installation O Other OX Describe Work: 1St renewal.193-1177 PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 2011 OR LESS ) ODA OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCC P. OR ADDNS. ( & ACC. BLDS. ) SO. 3.50 FT. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provislon`�s of CTiiapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification S( I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON -RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) @ 1.000 BA20 0 Ex. Occu FIXED APPUdS. OR p- (OUTLETS IRESID.1 EA. ) 5•00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 +� WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): O This permit is for $100.00 (valuation or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division 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 Worker's Compensation laws of California. 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 MECHANICAL PERMIT Filing Fee 20.00 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 Butte County Ordinances and California 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. 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 against said unty in consequence of the granting of this permit VCo. Xdo Date 1 Signature of Applicant ner O Contractor O Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ 322.25 HAZ. O. FEES I IMP I FLOOD I CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code nd/or Resolutions to do work kcated a ove for which e s have been paid. J ,—%" Date / 8/4/05 MIT EXPIRES (Da tel Receipt No.„� WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA -`(916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 31fTt-G4irz_ PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, 4 Gj'cr'7� T Date l L� Inspector REV 10/92 nc COUNTY OF BUTTE x BUILDING DIVISION "j. DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA -+(916) 891-2751 7 County. Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 1J ► uy OWNER PERMIT' NO. A routine inspection indicates that fol solations of Butte County Ordinances exist at '-T the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please,contact this office immediately. 6) Date Inspector REV 10/92 M .. COUNTY OF BUTTE BUILDING DIVISION " 'DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA -.(916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE � tre' I ,, r OWNER Zf . PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pf4se contact this office immediately. G E< Date tInspector REV 1 19f 6 11V `: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - '(916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE O ER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of+work is completed. Ifyou have a y questions pertaining to this matter, or need additional explanation, ti Z please contact thi ice immediately. U �A 2. 3 `3 ryrr� sa �t l 4 '-7Date Inspecto REV 10/9 va ( N. sY � �A 2. 3 `3 ryrr� sa �t l 4 '-7Date Inspecto REV 10/9 COUNTY OF BUTTE Department U1 -Development Services Building Division Oroville: 7 County Center Dr., Oroville CA 95965 Ph: 916-538-7-541 Chico: 1469 Humboldt Rd., Chico CA 95928. Ph: 916-891-2751 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner-builder";building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) 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 N 0l E Address City Phone Contractor's License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: A / Name Address City Phone Contractor's License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated. Name Address Phone Type of Work Signed:- Property igned:•Property Owner Social Security Number Date r u,ar 0 q 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 permitted to issue the permit. A RESIDENTIAL r 0.71-18-0-023 93-1177 BPEM BETTGER, MIKE 211 LAKEVIEW TERRACE, FEATHER FALLS NEW SF 64, �. V=OK O = Not OK Not = Not Readyable MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Pians) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy t 0 MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel , 3. Decks; Griders and/or Joists-Decking-Bracing-Stairs-Ralls 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg: Rfg -Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mash 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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 J . ) V=OK o =Nat OK pp RESIDENTIAL2 - = Not Applicable ' =Not Ready Date/Initials UNDERFLOOR (Plans) OK exceot #'s ' i LA-Ftg., Main; Soils-Elec. /C7)c-ft91Ql 0th 3. Ftg., Garage; Soils-Steel-Elec. Grnd. / /' Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrappod Hold Downs a d Special Anchors 7. Slab; teal rapped Q LO'lPers-ri-replace 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. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation eter Htr.; Vent -Access -Combustion Air -Baffle 1 ater Pipe; Test & Anchor -Nail Protection e-1 .W.V.; Test-Fittinas & Anchor -Nasi Protection (19 -Shower Pan; Test, First Floor -Tub Access SONT, Tub & Shower, Second Floor -Tub Access 21.�Aas Pipe; Size & Anchgls n Date/initials ELECTRICAL (Permit) OK except #'s 22. Fix! & Transformer Clearance -Ins. Protection Ele -Receptacles Spacing -Lights & Switches at Doors Size B - xes & No. of Conductors -Stapled ex Installed Close to Edge of Studs & C.J. p. G.ound made up w/Mach. Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size/GFI ,28:-SL6%ea-Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 297-Reage-eim-7 / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes O No 30. ervice-Riser Conductors & Ground -Main Disconnect .3f'-C-gaip Clearances Panels -Motors -Meth. Equip. 32-696 as Closet Light -Shower Light -Spa Light moke Detector Date/Initials MECHANICAL Permit OK except #'s cts Insulation & Support Gant Fan; Exhaust above insulation Condensate Drain & Overflow; Size & Grade d4pomnWee-Vent; Access -Comb. Air -Return Air Vent -115 outlet Attic Access & Platform ifFn rnance in Attic 6 Material & Anchors 447 Beping Walls over Girders & Floor Nailing 4 . Dr by in Wells (ret proof) 4 . Fire tops; Furred Ceilings -Stairs -Chases -Tub eaders & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 15-Fkost Ca s- rs-Connectors Cing. Jois -Rftr. ties- rlin=roof Brac-Truss-Shthng.-Rfng. 47 Fire s e Ties or Type A Flue -Fireplace Throat clearance cress; Size & Romex Protection -Draft Stop -Ins. Baffles 4 . Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions me irewall & Openings 52'Ext_Doors-One 3' -Check Garage -3rd Story, 2 Exits 'ire Protection plyw on Roof Overhang -Attic Vents -Rafter Outriggers %Gf I•� ding -Nailing Veneer tik uc- rip Screed -Fd. Vents-Underflr. Access ' f ' 60. Infiltration -Walls -Windows Date/Initials FINAL Plans OK except #'s 61. Ext. Steps -Door & Sideliaht Protection-Landinas I;,i62. Smoke Detector 63. ace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection I. & Bath Fixtures & Tub -, l�6.Elec. Trim & Subpanel; Breaker Sizes & Labels 8 :_ firs & Rails L------e6-Fireplace or Stove; Clearances -Hearth r a%-Elec-Outlets at Wood Panel; Int. & Ext. t 70 ixt. & Appliance; Grnd.-Air Gap -Cooking Clearance ,__D_Elec. Outlets & Receptacles at Kit. Counter arage Fire Door, Swing -Landing -Closer uct in Garage -Damper Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection , Elec. & Mach. Equip. Listed for Location -Receptacles In Garage; (G.F.I.)-Romex Protection nsu_ lation-Foam-Looked in Attic Yes uails & Deck Construction -Post Caps ,1,7,4W'F_dn. Vents & Crawl Hole Door-Drainae & Wood -Earth Clearance Looked under Floor ��Yea 80. Following instld.; Drive Yes �I ;Walks Yea No; Planters 13 Yes No ucco; Brown -Finish Electrical, PI 83. Ve ve Roof; P)bg: Appliance -Fireplace. -Clearance to .I. Rea House Previous Inspections ragged; Gas -Electric 90. WatlE-&-Sewer Connected -C/O to Grade -HD Approval iV-tr-fnergy Compliance Certificate -Other Certificates Comnw at Final' v i_ i COUNTY OF •BUTTE -'DEPARTMENT OF PUBLIC WORKS / 7 County Center Drive - Oroville, California 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT PERMIT NO. 93-1177 ASSESSOR PARCELNUMBER 071-180-023 ZONING �'.i, -• FR 5� y BUILDING PERMIT OWNER MIKE BETTGER TELEPHONE 589-1155 SQ. FT. OCC.1 BUILDING VALUATION 1471 R $79,434.00 OWNER'S MAILING ADDRESS 211 LAKEVIEW TERRACE OROVILLE, CA 95965 876 M 15 768.00 CONTRACTOR'S NAME OWNER TELEPHONE 208 C 2 704.00 25067 0 1 792.00 CONTRACTOR'S MAILING ADDRESS Fireplace I"All 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 101 198.00 Filing Fee $ 15.00 LENDER'S G ADDRESS Permit Fee $ 604.50 ARCHITECT OR ENGINEER NONE LICENSE N0. Plan Checking Fee $ 302.25 Ener Plan Checking Fee Energy g $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 221 LAKEVIEW TERRACE Permit fee $ 941.75 PLUMBING PERMIT Filing Fee 15.00 FEATHER FALLS CA Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF P Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home is G W @ 15.00 TYPE OF WORK NewXX Addition D Remodel ❑ Utilities ❑ Installation] Other ❑ Describe work: 2 BIlRM _ Permit Fee $ 84-00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 18.50 Main service 200A TO 1000A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury check one): P Y P I Y( ) ❑ 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- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OC,CUP.&)z OR ACDNS. 1 ACC. BLDGS. 3.60 sq.ft. NEW CONSTR. MULII.OUT LET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS & (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 20 764 A FIXED APPLNS.OR Ex. Occup. OUTLETS (RESID.) EA.) 1 3.00 Temporary service 15.00 --- Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 115.65 Contractor - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIirig Fee 15.00 Heating FUgNACE Cooling EVAPORATION 10.00 Hood 6.50 6,50 Ventilation 2 4.5d 9.00 Permit Fee $ 40.50 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against ysaid /permit. , County in �consequence of the granting of this X l O� ' j Date A g j L �� 163 Signature of Applicant - Owner Contractor ❑ Agent ❑ i n OSHA permit is required for excavations over 5f," dge a demolitio or co ruct- of structures over 3 stories in height. j �jdi Mobile Home Installation Fee S Energy Inspection Fee $ 40.00 T 3 COfJyYPE V1V TOTAL FEE $ 1,221.90 11Az -- 1 11 FEES I IMP -- F4QpD tStl CDF PARCEL PD Ffp,� t111 ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees Dr1:10 UB By PERMIT EXPIRES Date applicable provi- resolutions to do j have been ai WORKSion D to Receipt No. 141039 aa�-�� .�� WHITE-D.P.W., YELLOW -ASSESSOR, PINK-INSPE01TAR, GOLDENROD- PLI CANT / f li I I �• ,' tit f' ( Permit No. HU 4'� • �—�� Edi- •�� .• E N E R G Y C E, R 'T f1j? I C A T I O N 221 Lakeview Terrace, Oroville, CA. __.-_----- LOCATION A.P. No. 21E_,XNSUI_ATI0N CO., INC. 499150 N NAJWOW�ER. STATE CONTRACTOR S LICENSE NO. 1 December 6. 19_94 jSjr-'1'IIREOE INSTALL. ON APPLICATOR DATE _.9: I. herebyi;'certify the above insulation And all 'required items as shown on thO Bui l.d j"' g!A) epartment approved plans and attaahinents Nave been installed as requai.ed'ii>y the State of California Enargy Kequirements- All. eqtiipxient, devices and materials are of the quality prescribed or and 6pec1f16a1ly approved by the State of California. FIRI°I . _..._.f � STATE CONTRACTOR'S LICENSE -NO, HAV NAMEf t?WNER (Please print) E R DATE Rift ' PHIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL I.NSPE(;7'7:ON APPROVAL AND A COPY SlhLL BE POSTED WITHIN TUE BUILDING s January' rs� 't A DESCRIPTION OF INSULATION ROOF 2-Iatei Brand Ni�me Tit i$ktiaHe(incite s) Thermal Resistance (R Value)_ E}ff ER 145ki WALL H tdr.ig'1,!� FIBERGLASS BATTS Brand Name SCHULLER INT. _ "ktiess(inches) 5z" 'i[ii.d Thermal Resistance(R. Val.ue),R21 Kraft CEILING Batt. or Nlanket Type FIBERGLASS BATTS SCHULLER INT. _ Brand Nf1me ft Thido.i6sa( inches) 921" & 12" .,'� Thermal Resistanee(R Value), R30 & R38 Kr Loose pill Type Mitittmiit ThiicknesWnches) Brand Nfune _� Number of Bags Wto per bag _lb. Ai*e8:,:c'oV'ered(ft. ) _;:_; Thermal Reeistance(R Value)°„r,,�,�,r__ F IAOR, i ItLEVATED , Material;. • ' Brand Mime 'fhi.tlriess(inches) Thermal Resistance(R Value)._.,_._ F I.00R, a1:�kB Materi"aL%., . Brand Name °' ' �" na.0iiiees(inches) Thermf;l Resistance Vnlue),_„_ __.__. _ Widtit (i'nchee)_ FO U[�l[)AT,ION WALL . "am - ameChicktie.+g(incliea) Resistance(R Value)_ Chi c k kie;ci a incite a ;;;z„p;�,' ' f:Th6rmal .i heteli'ji certify that the above insula tion' ilea installed in the above bOng In c646616nce with the State of Califoirnl.a $nokg► Requirements. 21E_,XNSUI_ATI0N CO., INC. 499150 N NAJWOW�ER. STATE CONTRACTOR S LICENSE NO. 1 December 6. 19_94 jSjr-'1'IIREOE INSTALL. ON APPLICATOR DATE _.9: I. herebyi;'certify the above insulation And all 'required items as shown on thO Bui l.d j"' g!A) epartment approved plans and attaahinents Nave been installed as requai.ed'ii>y the State of California Enargy Kequirements- All. eqtiipxient, devices and materials are of the quality prescribed or and 6pec1f16a1ly approved by the State of California. FIRI°I . _..._.f � STATE CONTRACTOR'S LICENSE -NO, HAV NAMEf t?WNER (Please print) E R DATE Rift ' PHIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL I.NSPE(;7'7:ON APPROVAL AND A COPY SlhLL BE POSTED WITHIN TUE BUILDING s January' rs� 't A s),,,r.e�-v.c*.^ .. �.-:: �+C +r'ZIP"''T�'.r.y'1��'.r✓t`�v*.-.-�.^r"•�^Wr"'`�^.r�t}��-.�1„'+w��.yA^`z"Y►y""Y"'�: ''�'7' hr• '`.r �£ I;FOMUNTYOF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFO. NltA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ✓ V► A L & Iff 0& i A. P. No. 09/ - 18D-0�3 Proposed Building Use 1AA 1A J V S Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items h been submitted......................................... 2. Plot plans, set , signed by preparer of plans . .......................... 3. Complete plans,4 sets, signed by preparer ofplans. 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 tf $ schedule . ............................. . 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ...................... . 13. Flood elevation letter (100 year floo by Cali Qrnia Engineer . ............... r� --- 14. Sanitation and plot plan approval �{4Oy i/eHealth 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. .......... . 9. Driveway permit (construction approval required prior to occupancy). .. .. .. . I, Inspection request 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 . ..................lo Letter of signature authorization . ......................................... 26. Copy of recorded deed of parcel creatioq and 60 ri ht of way to a public road. .... . 27. Letter of intent on bei+ding mse. J ro •vs. ( ..1 ct ;. le, I!' ....................... . - 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 . ............... Existing violations/e it d Plan checklist. ..7.Zo &3 ................... 33. 34. W en you issue the permit, process as follows: Mail t owner. Mail to contractor. C) Telephone and hold for pickup at Of) office. Deliver with inspector. Other Parcel Creation Acreage Applicant %=''T Date Y ' a el- Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By i The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permiffor above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by phone _ mail Counter by'_ Date --- Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved byDate Sets of plans on hold in Department of Public Works q 14,11 Plan Awhed �• :�+. I�Inue I'I:m A,Uich:vl _ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location Plan Approved for: Sewa-e Disposal Water Supply: Public _ Clearance for A bedroom come. btlier Final clearance O.K. for: Environmental Health Specialisf 8/92 APi/ ��- Private Well Date F-7 ` COUNTY OF BUTTE - DEPARTMENT OF RURLIC'WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER A/ 4e �' A.P. NO. D % l D� 0�'3 . PROPOSED BUILDING USE �� cS L� DATE l 9 REC. # DATE REC �1. School District Fees Oro �1 t, ' O n fi-S., (paid at District Office) .......... Sheriff Fees (paid at Building Department) Residential ......... l X �✓ 2 6O =$ unit amt. Commercial(per sq.ft.)= _ $ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit)_ A_= $ # units amt• Commerical(per sq.ft.) % _$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .......................... 5. Drainage District Fees (Contact Land Development) ................ 6. Other 7. Other 6 A93 (-,Q 49/93 lqiw 9 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE LF - of `i -q3 COUNTY OF BUTTE - D'epartment of Public Works 7 County Center Drive,,., €-Aille, CA 95965. Phone: 916=538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in -your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) RAVE 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 IV U 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..- N� 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 Nom Signed:— Property Owner ..� .. . Social S9PRJL urity Number Date 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 (S.F., DUPLEX &MISC. ONLY) 8/91 ,"--Bldg. Permit # -11717 A. OWNER A.P. # -Zz - Plan Checker S Png requirements: (sideyards and number of permitted living units). ation. s signed by designer. er description of work on application. ting violations on property.' s on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). rded notice of violation. PLOT PLAN plete parcel size and dimensions. Se acks, sideyards, easements, etc. er buildings or structures. ading, fills, drainage. ood hazard. Special conditions on creation map, A/FAU stible, and foundations). & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). PT.nr)p PT.AN ebomplete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). ,Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other PT gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. 210-8). for main - electrical STRUCTURAL DETAILS V7- Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. 3 Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. 6. Floor construction details complete enough to construct building. Elevations and waLll-lconstruction details complete enough to construct 8. Roof construction details complete enough to construct.building. -9' Fireplace construction details and calcs if necessary. 10. Rafter ties or bearing ridge beam. 11. Garage door or porch header sizes. il- Stud heights. k3: Adobe soils - special foundation design. V_Special Retaining walls requiring design. Inspection required. building 0 8 Al RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS:TO'L"OOK OUT FOR a Stairway details: landings, rise and run, head clearance, handrails Sec. 3306). uardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). terior plaster - weep screeds (Sec. 4706). oper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). am insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation'required on garage side Including supporting walls and posts, etc. . Two exits on three-story dwellings (sec. 3303 & see Mezannine-s - 1716). . Attic access and ventilation (Sd-c. 3205). . Underfloor access and ventilation (Sec..2516). t;XCo bustion air for fuel burning appliances - L.P.G. requirements. ise requirements on duplexes. E0nergy design. . Flashing at all exterior openings. CDF responsible area requirements. �vt„ vviwi i P iy� �wio��Ua tea r T r CERTIFICATE OF' ROOF: COVERING OWNERS NAME: A.P. #: ADDRESS: PERMIT #: BUILDING SIZE/AREA: BUILDING USE: FIRE HAZARD ZONE ALLOWED ROOFING FROM LISTS BELOW VERY HIGH #1, #2 HIGH #1, #2, #3 MODERATE #1, #2, #3, #4 LIST #1 LIST #3 CLASS 'A' ASSEMBLY- CJ CLASS 'B' ASSEMBLY CLASS 'A' PREPARED ROOFING BUILT-UP ROOF PER 3203(e) CLASS A OR B PREPARED ROOFING LIST #2 ASBESTOS CEMENT SHINGLES 0 METAL ROOFING Q CONC. OR CLAY TILE ❑ (OTHER FIRE RETARDANT ROOFING) SLATE SHINGLES LIST #4 E (01-111.2 NON-COMBUST.1.111.,1; WOI1 .NG) C1,ASS 'C' 235!1 ASf'HA1�1.' SII.LNCLL?S I' HEREBY CERTIFY, I INSTALLED ROOF COVERING AS INDICATED ON THE ABOVE BUILDING, IN CONFORMANCE WITH STATE AND LOCAL REQUIREMENTS. FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF GENERAL CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. January 1988 If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Mike Bettger Very truly yours, JohnVek nry Plan Engineer FiLE CC)P�fi Count' ,.�.. CJJ d... .'1_1 BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES .7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 5313-7541 FAX: (916) 538-2140 Barnhart & Brown DATE:- Jdly 21, 1993 2060 Park Avenue Oroville, CA 95965 RE: Proposed Residence Dear Sirs: A.P:-- 071-180-023 B.P.# 93-1177 ' With.reference to the above subject; attached is: [XXX] Plan check list - ( ] Red marked calculations [ ] Red marked plans = Other: ACTION REQUIRED: [XXX] Comply with plan check list [XXX] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Mike Bettger Very truly yours, JohnVek nry Plan Engineer FiLE CC)P�fi Permit Applicant: Bettger Date: July 20, 1993 Permit # 93-1177 The above referenced building -plans were -.reviewed by- this .office. Provide add.itional information and/or make appy-opriate revisions to plans, specifications, 'and calculations as follows: The proposed residence is in substanitial compliance with U.B.C. Section 2517(g) and therefore did not.require engineering.for lateral design per U.B.C. Section 2303(a). However, the following items are noted based upon the plan review: 1. Simpson HD2,-HD5,. and HD7'are no longer -available. Refer to the 1993 Simp- - son catalog. 2. Clarify use of 16F -V8 _glulam beam. This combination is uncommon,'and not generally used for simple.beams. The most commonly stocked glulam is 24F -V4 for simple span beams. 3. Clarify meaning of "Temperd" steel on sheet 9 of plans. Plans -must specify grade of reinforcing per ASTM A615. 4. The value of Ce in the calculations does not apply to the building height over 15 feet. 5. Clarify means of support for beams "A" and "B." 6. The reinforcing shown on sheet 10 of the calculations is not the code mini- mum for grade 40. 7. Specify type of 3 2- inch pipe column, whether standard, extra strong, etc. .Provide a detail on the plan for column cap at beams and base plate at footings. 8. The basement wall is designed 'to be supported at the top by the floor diaphragm. The blocking at the floor diaphragm on the east and west walls must be shown on the plans. 9. Plans must indicate the location of wood stove. A wood stove cannot be the sole source of heat below elevation 2,000 feet. w iLn_.. _ .. _. .... - N TABLE N0.25 -C-1 PART A -ALLOWABLE UNIT STRESSES FOR STRUCTURAL GLUED -LAMINATED TIMBER n :FOR NORMAL LOADING DURATION 12 Continued) ----- Members stressed principally In bending -with load aoolied nernPnrfintlfar I^ th7 ,.r1.4o s.Me 1-1- A— .._ .._ .. -. . _ . ' ` `•� BENDING ABOUT X -X AXIS-. _ .. ._.. - - BENDING ABOUrY•Y AXIS__ _ _•- ___ __.__.. __._.._ --_ •� __ _ .. Loaded Perpendicular _. - to Wide recess y ...._ Y Laminations; Loaded Parallel _ to Wilde Feces of - x . Lemina0one Z . 1000._ SPECIES OBER 1.4 y_ -Y. AXIALLY LOANED - - COMBINA• IAYINh - - 1450 20E -V2 SP/SP S�YMBOL19 TIONS/ - Y -- ` If 14 -' - `•---'- " The following combination is intended for straight or slightly cambered membergfor dry use and Industrial appearence.to CORE LAMINA Edreme RDer In aerderg , Compression . -2000 1000 •- 650 1 -5607 9016 '1 1.5 1100' 370 1 _150 - .75 � - 1.3 - 715 950 1:3 - -+ ' The following combination Is balancedand Intended for members continuous or cantilevered over supports and provides equal capacity -- _ In'both positive and negatNebending.. - 20F -VS SPISP Fo _ :rpendlaAu toGrain Fi 6; 1050 .1550 1.4 22F -VI SPISP 2200 1100 650 650 200 1.6 1600 '560 173 85 L5 1050 1650 1.5 22F -V2 SP/SP 56078 5607 200 1.4 1600 560 175 '"• 85 , 1.3 1000 1500 1.4 .., 650 5607 200 1.6 1500 560 175 85. 1.3 combination Is Intended for straight or slightly cambered members for dry use and Industrial appearanee.10 1050 1500 1.4 The following Nodzoaw , 2200 1100 650 5607 9016 1.6 12.50 370 155 75 1.3 83 10001.4 ' Tns.following combi• nation Is balanced and Intended for members continuous or cantilevered over supports and provides equal capacity In both positive and negative bending. - nF•V5 SP/SP 2200 2200 Shaer 1050 1600 1.5 24F -VI SPISP 2400 1200 650 5607 200 1.7 1500 560 175 .85 1.5 -' 1350_ - 24F•V2 SP/SP 650 650 200 1.7 1600 560 175 85. 1.5 1100 1600 1.5 _ 650 650 200 1.8 - 1600 - 560. 175 • 85 1.6 1150 1700 1.6 24F -V6 SPISP 650 650 - 200 1.7 1500 560' -., 175 90 1.5 1150 1750 1.5 '� The following combination Is Intended for straight or slightly cambered members for dry use and industrial appearenee.10 24F -V4 A SP/SP 2400 I 1200 650 5607" 9016 1 I.1 1250 370 155 75 I.3 850 1050 1.4 ... .r ._ •.. - -- - - - , _ .. ti bierswwith , _. Tension Zone- Compression .., - .. . -^.-•,. Fstrame ' Compeselon _ -, - Vie' ' . Tendon ' Conlgesebn Yodulua Stressed In Tensions Stressed In -.Tendons.' .._,. _. nrmal mpraseb to - ' Modulusof Elertktiy;. '. .Fiber In 17 Bade 17 Perpendicular ..to Graln '.: - Florlmmd ..Sheer.:,- o,y Modulus of ', Elestldty Parallel , is Grain Parallel toGrain�- of E4dkNy . _.. ' til Tension Face : Face. • Fr„a E 1 Feyy Fc1,,21 "..F yy .-. rhleherol. nd�edaa 15,21- Fr. Fc. ..Ott Psi Pd Pd Dal pd ■ 108 pd Dd Pd Dd glued)'!0.. x loops] Dd Psi ' x los pd 1 2 1 3 1 4 1 5 6 .7 6 9, 10 11. 12 13 14 15, 16 Visually Graded Southern Pine t 16F -VI. SP/SP"" 600 800 '56078 "'Sbp7 200 1.4" 1450 `560 175 90 1.3 950 1450 1.3 16F -V2 SPISP " Spp7a- ' 5007 - '200- 1.4 - --16Q0 560-_j 115 - 90" 1.4 1000 1550 1.4 I6F•V3 SPISPF-650- ' _ 650 200' 1.4 ' ' -1450 -- 560: _17S 190 - L3 975 1450 1.3 - • The following combination to Intended for straight or slightly cambered members for dry use and Industrial appearence.10 - - - 16F•V4SPISP-- 1600 800 560i.a 5607 9016 I:J - 975 470 150 - - 75 1.2 650 950 1.2 _ - - -�,.;.,.. - - _ . _- �" .NOT G'O iv1/t�DtiG y� • � _ ` ,�� "� � ^�; . � - .ate-- � '°'• �'U����G E a ` - - - - ., 1 ,. _ ' ` `•� The following combination Is balanced and Intended for athmembera..if. . w eanUlevered over supporta and provides equal tapaelty . •, . •. .. - In both poaltive anegative bending: ' ; I6-115 SPISP 1600 1600 56078 56078 2001 ; ' 1.4' lt'1600 ,% "- 56p 175 85- _ ...1.3 ._ .... 1000._ . _.1550.. 1.4 20F•V I . -SPISP .. . _2000 .._ 1000 - 650. ;5607 '.200 LS 1450 '560 175.: `-85 1.3 1450 20E -V2 SP/SP .. -1000. _ 650 '5607 200 1.6 1450 X560 '175 85 1.3 1050 _1.4 _ 20F -V3 SP/SP 56073 5607 200 "1 1,41' 1 1600" `. '. 560 175; S5 :- . z. -1.4 1000 1500 14 -' - `•---'- " The following combination is intended for straight or slightly cambered membergfor dry use and Industrial appearence.to 20F -V4. SPISP -2000 1000 •- 650 1 -5607 9016 '1 1.5 1100' 370 1 _150 - .75 � - 1.3 - 715 950 1:3 - -+ ' The following combination Is balancedand Intended for members continuous or cantilevered over supports and provides equal capacity -- _ In'both positive and negatNebending.. - 20F -VS SPISP 2000.• - 2000 650. ... 560 200 1.6"' ,- 1450 6S0_ 175 -. 85 1.1 1050 .1550 1.4 22F -VI SPISP 2200 1100 650 650 200 1.6 1600 '560 173 85 L5 1050 1650 1.5 22F -V2 SP/SP 56078 5607 200 1.4 1600 560 175 '"• 85 , 1.3 1000 1500 1.4 22F -V3 sp SP 650 5607 200 1.6 1500 560 175 85. 1.3 combination Is Intended for straight or slightly cambered members for dry use and Industrial appearanee.10 1050 1500 1.4 The following 22F -V4 SP/SP 2200 1100 650 5607 9016 1.6 12.50 370 155 75 1.3 83 10001.4 ' Tns.following combi• nation Is balanced and Intended for members continuous or cantilevered over supports and provides equal capacity In both positive and negative bending. - nF•V5 SP/SP 2200 2200 650 650 ' 200 1.6 1600 560 175 85 1.5 1050 1600 1.5 24F -VI SPISP 2400 1200 650 5607 200 1.7 1500 560 175 .85 1.5 1100 1350_ 1.5 24F•V2 SP/SP 650 650 200 1.7 1600 560 175 85. 1.5 1100 1600 1.5 24F -V3 SP/SP 650 650 200 1.8 - 1600 - 560. 175 • 85 1.6 1150 1700 1.6 24F -V6 SPISP 650 650 - 200 1.7 1500 560' -., 175 90 1.5 1150 1750 1.5 The following combination Is Intended for straight or slightly cambered members for dry use and industrial appearenee.10 24F -V4 A SP/SP 2400 I 1200 650 5607" 9016 1 I.1 1250 370 155 75 I.3 850 1050 1.4 tCn (Continued) MortE Cos?L , .0 '6utter JD 0 F A I1AL �^1 _!.! ANG 3 _AUT . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 536-7541 FAX: (916) 538-2140 Barnhart & Brown DATE: July 21, 1993 2060 Park Avenue Oroville, CA 95965 RE: Proposed Residence Dear Sirs: A -P: 071-180-023 B.P.# 93-1177 With reference to the above subject, attached is: [XXN Plan check list [ ] Red marked calculations [ ] Red marked plans Other: - ACTION REQUIRED: [XXYJ Comply with plan check list JUL2 2 [XXX] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required. Remarks: If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. cc: Mike Bettger Very truly yours, JohnVek nry Plan Engineer Permit Applicant: BettgerLans Date: July 20 1993 Permit # _ 0 iA CM1� 93 1177 �f G The above referenced buildiewed by this office. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as follows: The proposed residence is.in substanitial compliance with U.B.C. Section 2517(g) and therefore did not require engineering for lateral design per U.B.C. Section 2303(a). However, the following items are noted based upon the plan review: 1< Simpson HD2, HD5, and HD7 are no longer available. Refer to the 1993 Simp- son catalog. p /j PAD V7'0 �,Z,.�i� �3� ��1TALa� ��` /b/)nl�n. T- ,Clarify use of 16F -V8 glulam beam. This combination is uncommon, and not generally used for '6imple beams. Th osPt common y s oc e g /iT 24F -V4 for simple span .beams. Clarify meaning of "Temperd" steel on sheet 9 of plans. Plans must specify grade of reinforcing per ASTM A615. d/h. e1SE 6R, -or 44, oErrLs 4. The value of Ce e calculations doe to the building height over 15 feet. C'�a«'.1 e�sc 5. Clarify means of support for beams and "B:" ND 7MEV VOAIT/ PP � N/J1rt� l�tlAVVI %�'COS joi2 �.'%�%wK�id f%y fjf0¢oo..,'�iocc. Ff2Ainia(� . 6. The reinforcing shown on sheet 10 of the calculations is not the code mini- mum for grade 40. use- /D"oa ,eA-r#, z ?vim., -7rs6 /.•#,ec C./,eo-4A0 e/Z447'7 i> Specify tYPe of 3 2 inch pipe column, whethe stand s/t�fo,�g/, etc. Provide a detail on the plan for column cap at beams and base plate at f ootings . 5v'r Aov&W AV -7,91e_ saocr a _r 13 The basement wall is designed to be supported at the top by the floor diaphragm. The blocking at the floor diaphragm on the east and west walls must be shown on the plans. 5 Fc A/y � SursT 15 Plans must indicate the location of wood stove. A wood stove cannot be the sole source of heat below elevation 2,000 feet. ��yy���;{� ,�.-�' .� s+:w-StNii.�,!'�...'*vl'3't�a: �jN'"Ri-�rv,•,r�rati...a+t.,.y..'."`. -...,, �1'.'- � i BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) -1- �!� /� 9 pU 6 Un e O !n H .kS Building Department No. School District ka A.P. Number, Jun diction Cit ��. —touwnfy AA ✓1i _ _ a Property Owner Property Location/dddres§ -f Subdivison Residential Development Commercial/Industrial V t. T • 0. No. of Living MHI Units CR@�1 fIG CC- S ,. New C%Y0���1� 1 Lot No. Sq. Footage Addition (Group R) LOX s % h t ^ave f ra 1�r 0 Sq. Footage Addition (Including Exterior .` Roofed Areas) Date, (Floor Plans reviewed by School District Personnel) `- DisteicildentificationlVo:.-i'.;_ �,%'"1..g1t-� `�/(nt,�1�•v School District certifies that. (Applicant) (Street Address) 7 (Phone Number) (City) (State) r' (Zip Code) has complied with the requirements of Resolution No. /0 ,7 Qf• °'{ ' by payment of $ representing /q-7 square feet.. as : Schoor4tflcfWepresentative Date Paid by Check Number : -° Remarks:. t . Bank Number ILI oU 11-7.2.2o Paid by Cash r If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this,project may be subject to additional school fees to fully. mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wki (4/92) _ ..,-. I -- --• - -•--- •-- �... —._a4rs.;--.. „"y:-� '....+.«.._s.R.=�7rti.ri—�Fwu.:se.,.,,,.-a�x+•�.o-" a+.•, T-.' �.1�:..Ni R-urr.to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ? FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County - Code. requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is .adjacent ��I to land or included within an area zoned G 1 Rec Fee � ����r� J 8.00 for agricultural purposes, -and residents - - I - Cash ... .8. 00 of this property may be subject to incon- Recorded .1 . veniences or discomfort arising from the Official Records use of agricultural chemicals, including, County of I but not limited to herbicides, pesticides, -Butte 1 and fertilizers; and from the pursuit Candace J. Grubbs I of agricultural operations including, Recorder I but not limited to cultivation, plowing, 10:22am 7 -Jun -93 I PUBL XX 2 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 't3rat zeal .:property. -.`situate in . the County of Butte, State of California, - described as follows: COMMENGrr!(r Ar TKE NORTIfWESi GOAA6K of +hE $oU.rffEAS, gwART•EA oG THE M0,QT,4W65r qu kTER. or_. SEczioN 3Z, Tou,r,s+up a.0 Ncizr4i. RANGE bEAzr, MD.3. LM. s Themccz NOaT+4 34 11 'a'/�" EA.s°r I80.y-O -FEET,-ThENCE Soxrtj $90 10 5"Z 7Z. b5 -FEET To Tiff fR446 ?or/Vro-F bE1,i/VA1hV& froe the ?A9CEL O­� LAND h6rx- N dESCRi$ED' ThENGE rrPo n TKaE 'POINT O�- 6EGinfNi1qG SOLLT14 ;-? �' l4 y SAS; , 136.9'1 E -r ti iF,En1c� Sa cri+ 0? -');;L 6 '7 3 " ERS-rl a 75. 3 (4 PkzzrW :.56 ",EAST t 1 O L4 . as BEET 4o, A r"b inrr oiv TI4E WESTER! -y bowvvo p_ y I N6 of A PARC£ L of iANl7^ AS DES62i$ED IN D66 -D TO j � -FC_gR;NER , ET (AX, REco2mEa Scwc/ 15 (,q7v r iN 'a Cook 4623 Of: 'BU,-nE GOUArrV 0rr161AL f2C oRpS i AT pA&E 63Z v � nENGE IioKTF( OS°Ol '3 7 " weST rala,vs T�6 WESTERC�/ t3owvDfLy NNE Of SA:IP FERR.IIVER PAPLEL 33�{-.Lv fEET TvTdf. +�aTiWE5-r' C6ANER c� sAiv NorciN S S o 101$ Z! IrEST 1 a03, i 0 -Fc- r Tr TrFE 7-06 Paptkr cF bEG1NN%NG, Date: 6-7-43 PROPERTY OWNERS: M i c i[EAL J l& 16612 State of ). On this the day of 19 before me, the SS. undersigned Notary Public, personally appeared County of ) Personally known to me. Q Proved to me on the basis of satisfactory evidence. to be the person(s) whose name(s) , subscribed to the within instrument and acknowledged executed the.same for the purposes therein contained. WHEREOF, I hereunto set my hand and official seal. Present A. P. No. %- �(� ` 0 3 Notary Public that IN WITNESS f` w ALL-PURPOSE ACKNOWLEDGMENT State of (-C, ' A County of i On G % - 53 before me, /_,Nd7 � '✓� DATE NAME, TnlE OF OFFICER - E.G. "JANE DOE, NOTARY PUBLIC" personally appeared a2. r 4C P / T - NAME(S) OF SIGNER(S) ❑ personally known to me • OR • fftproved to me on the basis of satisfactory evidence to be the person(K whose name(6) is/am subscribed to the within instrument and acknowledged to me that he/sheA4,fey executed the same in his/her/their authorized • • • .. • • • . • • o .. • . • . capacity(iee), and that by his/herAbeir oF;riCtAL SFA • signature(s� on the instrument the person(4 uNDA HOFM FORNIA 0 NOTARY PUBLIC-- or the entity upon behalf of which- the Qilw CALIFO"clnal Of a In BUTTE County • person(A acted, executed the instrument. Commla von Explms JULY 1fl1904 • - Witness my hand aryd official seal. THIS CERTIFICATE MUST BE ATTACHED TO THIS SECTION THE DOCUMENT DESCRIBED AT RIGHT: Title or Type of Document - Though the data requested here is not required bylaw, Number of Pages Date of Document it could prevent fraudulent reattachment of this form. Signers) Other than Named Above 1214 (12192) OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Though statute does not require Notary to fill in the data below, doing so may prove invaluable Fpsons relying on the document: NDIVIDUAL ❑ CORPORATE OFFICER(S) SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) TITLE(s) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) M E M O T O F I L E A. P'. `No . 07/ /90 - Z3 Permit ....?3 -1/77 Date: r97lo,TO /Q�aL�r �l2EMEN`T S . Gv/Tf�o&! T 5't!�'-7E ' AL -41/ C/I67CI6 66-rTC-X GAJ F166 -- This memo is entered into the file by JoFry, Plan Check Engineer �- RN HART BROWN. B -ASSOCIATES ` �x ;CIVIL ENGINEERS • .LAND SURVEYORS -J OWNER: Mike Bettger 1.0 Chadd. Court Oroville Ca 95966 916-589-1155 DES I GN O BJ E C T I V E: Alon G. Brown, P.E. Richard Bornhort, PL. S. O'J46 . 7-HI-s- ea `f-f/S 1Y�tJ�" ,S'G13ST�+Ni/SOIL f eaWP(_ lE.s W I rw 08 C Sev. 251.7 (d) ) . c Pes4I /V w,4 -S ,V -r- June 4, 1993 1/I?/41 The BARNHART-BROWN & ASSOCIATES Job No. 93044 applies to the site adaptation of the stock mail order plans prepared by Dave. Carman, Custom home Designer of Westf:ield.Mass. The home. to be built is the "WORCESTER" as designed in 1981. The Carman Plans were purchased by Mr. Bettger through a commercial plans outlet and presented to BARNHART-BROW & ASSOCIATES. with 'the Butte County Environmental. Health approval stamped thereon dated April 29, 1993. The specific site.slopes and tree locations were also presented by the owner. APPLICABLE,.CODES: UniformBuilding .Code...... 1991 edition. Uniform El.ectri.cal- Code.... .1991edition :Uniform Plumbing Code ... .... 1991 -edition Uniform Mechanical Code ..... 1991 edition GENERAL SITE CONDITIONS: The site is located at an elevation of approximately 1840 feet above sea level over. looking the -South Fork of Lake Oroville. The site is at the upper end of Coon Ravine in. the Northwest quarter of Section 32, T20N,'R6E, MDB&M, APN 71-018-023. The soils are weathered decomposing granite in the upper depths to about 5' feet and become less weathered below that point. The classification of the soil. at the bearing plane is SW and has a UBC table 29-B allowable foundation pressure of 1500 pounds per square foot. The area is stable however the upper soils are highly erodible if the graded areas are not protected. This site adaptation. analysis consist of. 13 sheets of working drawing and Ifo pages of design calculations and supporting data including this overview. The site adaptation analysis was __ M__d by Dan J. Cook RCE 1.3062 1<>F 16 N. SEC 32, T. 20N. R. 6E. M .D.6 3012-9 3/ 32i 74- 4- 33&39-- 333.39 r w r/v 2678.26 N. Wo 55'13' - -334.7 _ �1 r it O mo2.61AC 57 59 1 335.2 _ "RS110-96 ►•23Ac ,.c - ---- - I^+ 335.02 C 25A // 1 .. 7 I� I 62 13.27Ac I 4 33s2i OI O 60 O 5Ac 0.7 1 8 ►.zs.c ►.rs•c O ISI o Ih >7 I a 3iw /.3 //.J26Ac IR'I ' /4 h RSl.3-8O I IIt r.� A/q h M jy I s•c O' ° i � l� � e I l 4 t 3 2v 1.66, c/ V Z,o i � W c S 337.Sq 4� ' " 1i6 A o^ s 5 60-J9 - OS . 09 - - - - .31 204.3 1 - 1 I N S3 �5� 37 / 40 56 22 R J .71 333.74i © 26 3 ; 27 '^7 ti 0.4c1 :' •.J.TAn iddc1;31' 2.11%1L('�2%'li LQ /.i.Ti b 117 "'.�` 1 �O ce 6. O2 Ac '4C. ► /0I /.ZyA /68 1343.74 335.74 .�• 336. \ ti 6.02 .(c `\ ,p c LAUT1\4 OD f-GrL�ST-4 s�/yFi3cE, �Ritt'�dc..h,Zi"T1 2�9i 114GlLra i NA. ► ZU (�►C,F� �GU�IZ /.�+ / 6. /7\ ,lib. /62 Zv! ZB G►= ?7.tF a� 274.32 316.0.3 I N S3 �5� 37 / 40 56 22 R J .71 333.74i © 26 3 ; 27 '^7 ti 0.4c1 :' •.J.TAn iddc1;31' 2.11%1L('�2%'li LQ /.i.Ti b 117 "'.�` 1 �O ce 6. O2 Ac '4C. ► /0I /.ZyA /68 1343.74 335.74 .�• 336. \ ti 6.02 .(c `\ ,p c LAUT1\4 OD f-GrL�ST-4 s�/yFi3cE, �Ritt'�dc..h,Zi"T1 2�9i 114GlLra i NA. ► ZU (�►C,F� �GU�IZ /.�+ / 6. /7\ ,lib. /62 Zv! ZB G►= ?7.tF a� 274.32 316.0.3 r� ��/ �b 7. 9 Ac a 4.5 Ac 3.6 Ac/ q)- / 6.4.4 c e i0 _150 /� I I 336 206.72 � 466.72 /346.886 CTR' SEC rz zo A s6pTiC T# IV Pei ��D i � I oc WELL • I f. . o M o W � I ' 3 93044 P L - OT P ArV I I PARCEL N" A 01 (- (g- o- OZ3 -O -1 G GG , <- -- Ov 100 Dog 73i,=,cs" ')� ' / ��ie SuaJ Co a � - 3U ps1= ,�J� S1lw �Gn►� �S�JSI� 2 t- •Aam 0 /16 l2= e-30 i•-4 pSLI.?3i, ..�tkb..T... { 341, h r •93 aa< aoo z a 2 Onto et 11;WN E vN►7•� ��/ar�� L 1 u a o nap 40 -A b LO no �74 # • acs/!� Loam Gad ► PWm ftvm MAMIA .A. �. 1�00a J of s -r � 2 x,d© (co AS!/Topsy 1`��G Z'14 ✓J �oST o�.�.�� 1'2e u o 2 //0", AM'p. /Z /z b •9.9; C i - .....304¢.. 7 000 /O / � �` ilE- } (�uvi2 �lJ fL ►'J /2�60> f '7� � STT / << (,)5 0- ,� I c,2� ►� 7 UO JD �itao Tlff i = AV 3 j ... ... .�t3o44 Ih•4�� 12 / is+9 F3 ina' 5X cTi o .✓ _ /.7l% c.,,, -3 vg 91 19 4 ! 'oo'o Fcoo¢ _ ro �HJ/ j _ %3 S-(1.3 3) 17- /3 z /3 (73 r) j Cr f3n s tj, 5 = L� G�'r ✓J �' -05 ( rq tic Co �3,OL k-�,.Pc Ai� 00 ell 1(6 (OL E 45Z T�IIS • lS .C�r�j"' i�� CoD� • ��rci. ,� cwt-��" �o , 10 '.. (Jh mac. / n eta o 14 1� _ �/3 = '133 FFz-r TL- �HJ/ j _ %3 S-(1.3 3) 17- /3 z /3 (73 r) j Cr f3n s tj, 5 = L� G�'r ✓J �' -05 ( rq tic Co �3,OL k-�,.Pc Ai� 00 ell 1(6 (OL E 45Z T�IIS • lS .C�r�j"' i�� CoD� • ��rci. ,� cwt-��" �o , 10 oaKS / CisSTs% i.�Psi �o�cs I • I ............. . X30 y �'►: � cam, /ate/ � ��,�� ✓o,s : `�Ao �_ 285 '� -7, a F, - Ea A. 3�-/�Loc#-- s F— A - 3 67,JF �// y�vA S'SZ� # 4/ 2 �d SNEAR q?8'c i SE �/ ✓HF,O/Z / � � 4 ¢ �IGGTS 5 -Ili 7'ivtbvrConsiniclionMnnluit DESIGN AND LOAD DATA FOR CONNECTORS -4 INCH SHEAR PLATES 2i. INCH SHEAR PLATE DATA Angle of r.t to grain, degrees 1 10 20 30 41 50 .1 70 :1 91 4.00 M\OMMMMMMM mmmmommmmo mmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmm 11 22:22mazzmammmmmmmmmmo 11 uta\\ �I!•!•�� ��� 111 ��tt•�ttaae� ������� in 111 011111110 2,500 (1 a in. thick_ I face 2,000 2,000 e/ (2�n th/ thick -2 faces) R 1,500 ein ck 2 faces) 1,500 Group C th/ck 2 faces) 1,000 0 10 20 30 40 50 60 70 80 901' 000 Angle of load to grain, degrees LOAD CHART FOR NORMAL LOADING ONE 2% INCH SHEAR PLATE UNIT AND BOLT IN SINGLE SHEAR (:, nn icsr'I•imber Eugiuecring (:ongrurv. Shear plane:, dimensions, in. Material Pressed Steel Reg. Lt. Ca. 2.62 2.62 Diameter of plate Diameter of hok hole 0.81 0.81 Depth of plate 0.42 0.35 Lumber, minimum dimensions, in. Seasoned Sea.«med Face, width 31 31 Thickness, plates in one face only 111 it Thickness, plates opposite in both faces II} 11 Steel shapes ""straps ('thickness required when used with shear plates) Thickness ol'steel side plates shall be determined in accordance with AISC recommendations. Hole, diameter in steel straps or shapes, in. 11 f1 Bolt, diameter, in. 1' f Bolt hole, diameter in timber, in. {j Washers, standard, timber -to -timber connections only Round, cast or malleable iron, diameter, in. 3 3 Square plate Length of side, in. 3 3 Thickness, in. (For trussed rafters and other light structures, standard wrought washers mac be used.) Projected area. for one shear plate, in.' 1.18 1.00 SHEAR PLATE SPECIFICATIONS Pressed steel type. Pressed steel shear -plates shall be manu- factured front hot -rolled S.A.E. 1010 carbon steel. Each plate shall be a true circle with a flange around the edge extending at right angles to the face of the plate and extending from one face only. the plate portion having a central holt hole and two small perforations on opposite sides of the hole and midway from the center and circumference. DECREASES FOR MOISTURE CONTENT CONDITIONS ?IANIMUAI PERMISSIBLE LOADS ON SHEAR PLATES The dlowablc loads for all loadings except wind shall tui exr 1 29III It. fur 4 in. shim plates will, t in. Lilts. The allowable wind load shall nni exceed :1,870 Ib. If Iwlt threads be.0 .0 ahe .hear plate, reduce dae preceding values by one.nut h. Condition when lab, icated Seasoned Unseasuned Unseasoned Condition when used Seasoned Sea.«med Unscast cd or \Vet Shear platys 0%. 20% 3391. ?IANIMUAI PERMISSIBLE LOADS ON SHEAR PLATES The dlowablc loads for all loadings except wind shall tui exr 1 29III It. fur 4 in. shim plates will, t in. Lilts. The allowable wind load shall nni exceed :1,870 Ib. If Iwlt threads be.0 .0 ahe .hear plate, reduce dae preceding values by one.nut h. i i /�'/,9x �a .9 r) o .�. /� �7 �� /G� arr �c a,. �j�A A•� G" Z iaa 000 _ oK� �z �D 2 COD y.�✓� �� ���'a� DMZ • �,� 726 �, L o�� 13 iz /`�'R�rry ri�lr 5NF,11R Pa�Fa•/ S&6 D61611. 0 11l1.Velml IWIMINIII ���IIWCLQ4C� 77�C3G.".fi�ll�ll���.,.�:.'::;�;`• Air �L7�i�w'ii1 a . . i3D NAIIAJ0 Wni7 l c�ov ciz�J na s• ccs JE 1-0 (�R6ssu2rL a✓ 3% C O �` 0 Ls 14 Z 1,c/�,� .., •Z c F _ /J -� 320 O/s, = G g 76�w l///,.,� �2c� C" (!�,oacF Ls 14 i +�--- � x c F-- Zo NO & 11.014 8' 11 1 I �Jn> > i > y i n ►2 - 14:3 5-7e T I 15 �AxfC D? „O° 6RCM Rvl •2' �" ® P SAP c 0 ,n1nv, 'JO C r„P. 1.. I 1 .1. DEYN10 - _ .335 ��ct✓ [A�— Z tl,i 4M N IINfb o )'. �L,.J LNB BEyo.iD'g CI 24' DE�ow' ��FIV . fgPypg AS ANN `114 . . 11.014 8' 11 1 I �Jn> > i > y i n ►2 - 14:3 5-7e T I 15 V//,v 17 +c.�LG/C.L 13IL_ 1 T3 (z �/ i.�7-ve /33 Tb r Fo z 4- l �s�'c� 7' = -G36 .�W1 137Si�6J Z7 jg� C/SE f/D 7a -.C4 _C--�w ovrJ / 3�q �� � = 3 � � �r �ir.c A rL, =.. . . . . . . . . . BARNHART BROWN AND ASSOCIATES• . • 2060 Park Awe Oroville, CA 95965 • Telephone (916) 534-1911 • Fax (916) 534-0908 DSK1:[100,0]WALLI0.DSN • .Sheet•1•of 8 MIKE BETTGER 8' RETAINING WALL V?.QfI S/ Georg* k� Georg �o a� igod2 m -4 --------------- ALANG B WC A1. R.C.E. 24578 Exp.12/93 Date: August 24, 1993 FILE ' COPY 93-044 DSK1:[100,0]WALL10.DSN Sheet 2 of 8 RETAINING WALL DESIGN WALL CONFIGURATION: Soil Retention Height (H) 7.00 ft. Wind Wall Height Above Soil (WH) 1.00 ft. Cover Over Toe of Footing (TD) 0 in. Use SOIL Above TOE for RESISTANCE CALCULATIONS ? YES FOOTING CONFIGURATION: HEEL Distance Fixed at 8 in. Footing Thickness = 12 in. Key Thickness = 12 in. Key is Located 0 in. from Heel of Footing. LOADING CONDITIONS: Type of Backfill is LEVEL Wind Pressure (WP) = 20.0 psf Axial Load on Wall (AL) = 200.00 plf ALLOWABLE STRESSES: (Note: **** Indicates Allowable Stresses EXCEEDED) Special Inspection Required ? NO Half Allowable Stresses Will Be Used. Steel Grade or Fy (ksi) = 60 ksi (Fs) = 24,000.00 psi Masonry Ultimate Compressive Strength (f'm) = 1,500.00 psi Flexural Stress (Fb) = 247.50 psi Shear Stress (Fv) = .25.00 psi Bond Stress (u) 100.00 psi n = E's/E/m = 25.8 Concrete Ultimate Compressive Strength (fc)= 2,000.00 psi Flexural Stress (F'c) = 900.00 psi Shear Stress (Fv) = 49.19 psi Bond Stress (u) = 110-350 psi n = E's/E'c = 11.3 Factor of Safety for Sliding (FOS'S) = 1.50 Factor of -Safety for Overturning (FOS'0) = 1.50 WALL MATERIAL: DOUBLE OPEN END CMU MATERIAL WEIGHTS: Concrete 16 in. Block 12 in. Block 10 in. Block 8 in. Block 6 in. Block Backfill (SW) = 145.0 pcf = 184.0 lbs/sf = 140.0 lbs/sf = 116.0 lbs/sf 92.0 lbs/sf = 68.0 lbs/sf = 120.0 pcf DSR1 .L100;0]WALL10.DSN SOIL CONDITIONS: Sheet 3 of 8 Soil .Classification = 4 Sand, Silty Sand, Clayey Sand, Silty Gravel, and Gravel Foundation Pressure 1,500.00 psf Passive Pressure = 150.00 psf/ft Friction Coefficient = 0.25 Equivalent Fluid Pressure Method 1 1 = Table / Rey -In 2 = 'Coulomb' Method 3 = 'Rankine' Method Equivalent -Fluid Pressure vs. Surface Slope (Per City of L. A. Building Code), Surface Eq. Fluid Slope Press. (pcf) Level 30 5:1 32 4:1 3.5 3:1 38 2:1 43 1.5:1 55 1:1 80 Selected Equiv. Fluid Pressure for Design = 30.0 (pcf) DSR1: [100,0]WALLI0.DSN STEM DESIGN• Sheet 4 of 8 Soil Depth (H) _ .7.00 ft. Wind Ht = 1.00 ft. Block Size (T) = 12.00 in. Eff. Depth (d) = 9.25 in. Bar No. 4 @ 16 in. Spacing. Moment Soil. _ (EFP*H03)/6 = 1,715.00 + Moment Wind = (H+(WH/2))*(WH*WP*EA) = 150.00 TOTAL Moment ----------------- (M) = 1,865.00 ft -lbs Force Soil = (EFP*H02)/2 = 735.00 + Force Wind = WH*WP*EA = 20.00 TOTAL Horizontal ----------------- Force (P) = 755.00 lbs As = PI*(BAR/16)02*(12/SP) = 0.147 sq. in. Cir = PI*(BAR/8)*(12/SP) = 1.178 in. np = n*(As/(B*d)) = 0.0342 k = (2*np + np 2)0.5 - np = 0.229644 j = 1-(k/3) = 0.923452 -Stresses: Actual Allowable fb = (12*M/(B*d°2))*(2/(k*.j)) _ 205.57 psi 247.50 psi fs = (12*M)/(As*j*d) =17,791.51 psi 24,000.00 psi fv = P/(B*j*d) _ 7.37 psi 25.00 psi u = P/(Cir*j*d) = 75.03 psi 100.00 psi DSK1:[100,0]WALLI0.DSN STEM DESIGN: (Continued) Soil Depth (H)-= 5.00 ft. Block Size (T) = 8.00 in. Eff. Depth (d) = 5.25 in. Bar No. 4 @ 16 in. Spacing. Wind Ht. = 1.00 ft. Sheet 5 of 8 Moment Soil = (EFP*H°3)/6 = 625.00 + Moment Wind = (H+(WH/2))*(WH*WP*EA) = ----------------- 110.00 TOTAL Moment (M) = 735.00 ft -lbs Force Soil = (EFP*H02)/2 + Force Wind = WH*WP*EA TOTAL Horizontal Force.(P) 375.00 20.00 ----------------- 395.00 lbs As = PI*(BAR/16)02*(12/SP) = 0.147 sq. in. Cir = PI*(BAR/8)*(12/SP) = 1.178 in. np = n*(As/(B*dl) = 0.0603 k = (2*np + np 2)°.5 - np = 0.292186 j = 1-(k/3) _ 0.902605 Stresses: Actual Allowable fb = (12*M/(B*d°2))*(2/(k*j)) _ - 202.23 psi 247.50 psi fs = (12*M)/(As*j*d) = 12,639.23 psi. 24,000.00 psi fv = P/(B*j*d) = 6.95 psi 25.00 psi u = P/(Cir*j*d) = 70.76 psi .100.00 psi Min. Stem Horiz. Steel= 0.0007,* 864.00 = 0.60 sq. in.= 4 No. 4 Bars DSK1:[100,0]WALLI0.DSN Sheet 6 of 8 FOOTING DESIGN: Footing Length (L) = 3 ft. 3 in. Footing Thickness (T) = 12 in. Toe to Stem (TD) = 19 in. Heel to Stem (HD) = 8 in. OVERTURNING MOMENT (OTM): OTM Soil = (EFP*H03)/6 = 2,560.00 + OTM Wind = (H+(WH/2))*(WH*WP*EA) = 170:00 ----------------- TOTAL OTM Moment = 2,730.00 ft -lbs Force Soil = (EFP*H°2)/2 = 960.00 + Force Wind = WH*WP*EA = 20.00 ----------------- TOTAL Horizontal Force (P) = 980.00 lbs RIGHTING MOMENTS (RTM): Item Weight Moment Arm Footing ( -3.25 * 1.00 * 145.00) = 471.25 12 in. Block ( 2.00 * 140.00) = 280.00 8 in. Block ( 5.00 * 92 '.00) = 460.00 8 in. Block ( - 1.00 * 92.00) = 92.00 Soil .1 ( 2.00 * 0.67 * 120.0) = 160.00 Soil 2 ( 5.00 * 1.00 * 120.0) = 600.00 Axial Load = 200.00 Stem Friction (. 980.00 / 3) = 326.-67 TOTAL Weight (Rv) = 2,589.92 r = (RTM-OTM)/Rv = ( 5,642.11 - 2,730.00) / Middle Third of Footing is from 1.08 to 2.17 r is in the Middle Third. e = (L/2)7r SOIL BEARING -PRESSURE: * 1.63 = * 2.08 = * 1.92 = * 1.92 = * 2.92 = * 2.75 = * 1.92 - * 2.25 = TOTAL RTM = Moment 765.78 583.33 881.67 176.33 466.67 1,650.00 383.33 735.00 5,642.11 2,589.92 = 1.12 ft. 0.5006 ft. Maximum Allowable -Soil Pressure = 1,500.00 psf (Maximum increased by 20.0% for each foot of footing length over 1 foot to a maximum of 3 times allowable.) Adjusted Maximum Allowable Soil Pressure = 2,175.00 psf Soil Pressure at Toe of Footing = (Rv/L)*(1+((6*e)/L) = 1,533.37 psf Soil Pressure at Heel of Footing = (Rv/L)*(1-((6*e)/L) = 1 60.42 psf DSK1zi100,0]WALL10.DSN VFOOTING STRESS CHECK: TOE of FOOTING: Soil Pressure at Toe of Stem = 815.78 psf Moment at Toe of Stem = 1,440.46 ft -lbs Vert. Force at Toe of Stem = 1,630.16 lbs Bar No. 4 @-16 in. Spacing. Sheet 7 of 8 As = PI*(BAR/16)02*(12/SP).= 0.147 sq. in. Cir = PI*(BAR/8)*(12/SP) = 1.178 in. np = n*(As/(B*d)) = 0.0158 k = (2*np + np°2)0.5 - np = 0.162891 j = 1-(k/3) _. 0.945703 Stresses: Actual Allowable fc = (12*M/(B*d°2))*(2/(k*j)) = 244.27 psi 900.00 psi fs = (12*M)/(As*j*d) = 14,184.95 psi 24,000.00 psi vc = P/(B*j*d)- = 16.42 psi 49.19 psi u = P/(Cir*j*d) = 167.22 psi 304.11 psi CHECK PLAIN CONCRETE IN HEEL OF FOOTING: Max. Stress in Plain Concrete = 1.6*(F'c)0.5 = 71.55 psi Max. Moment in Plain Concrete = 12*(M*c)/I = 1,717.30 ft -lbs Moment at Heel of stem (ft -lbs) No Steel is Required. Actual Maximum 249.75 1,717.30 DSK1:[100;0]WALLI0.DSN Sheet 8 of 8 JSLIDING CHECK: Footing Thickness (T)= 12 in. Cover over Toe (TC)= 0 in. Passive Res. _ (RES. * (T+TC)02)/2 = (150.0 * 1.00 02)/2 = 75.00 lbs Friction = Rv * Friction = 2,263.25 * 0.250 = 565.81 lbs TOTAL Sliding Resistance (SR) = 640.81 lbs Factor of Safety = SR/P = 640.81 / 980.00 = 0.65 < 1.50 Key is Required. SLIDING CHECK: with 16 in. Key Average Pressure Under Footing = (TOE + HEEL)/2 = 796.90 psf Eq. Soil Depth '= Average/Soil Wt.= 796.90 / 120.00 = 6.64 ft. Lat. Soil Press. Under Footing = 6.64 * 150.00 = 996.12 psf Key Pass. Soil Res. _ (RES.* KEY02)/2 = ( 996.1 * 1.33 °2)/2 = 885.44 lb Passive.Soil Res. _ (RES. * Ht°2)/2 = (150.0 * 1.00 °2)/2 = 75.00 lb Friction = Rv * Friction = 2,456.58 * 0.250 = 614.15 lb TOTAL Sliding Resistance (SR) = 1,574.59 lb Actual Required Factor of Safety = SR/P = 1,574.59 / 980.00 = 1.61 1.50 CHECK STEEL IN KEY: Max Moment on Rey (2/3)*KEY LEN * KEY PAS. RES.= 787.06 ft -lb Actual Maximum Tension in Concrete = (6 * KEY MOMENT) / (8*T02) = 32.79 psi 71.55 psi .No Key Steel is Required. OVERTURNING CHECK: Actual Required Factor of Safety = RTM/OTM 5,642.11 / 2,730.00 = 2.07 1.50 Min. Footing Long. Steel= 0.0018 * 660.00 = 1.19 sq. in.= 7 No. 4 Bars 8 x 8 STEM HORIZ. STEEL X1#4 (TYPI S— 7 5.25•• 12 x 8 — 0" MIN FOOTIN� 10 C7 (STEEL #4 (TYPI 3•• CLEAR ]r (TYPI G 121xt- ham% 01"d 04 �� �31F Q = co /— a4 ® 16" n. a4 ® 16" 9.25 MIKE BETTGER 8' RETAINING WA 1 1 .+ BUTTE oOuNnr eueDM nePARTMMT ROVED JR H 8'2f 1q3 �Z i't �� � � 7 �= f.!"�r1i i iii' _ }s � �k l� ar � � �i , •.� ttll t AUG -1-6-9J hill' 12:46 Ba s a 1 i t e — Dixon FAX N0, 9166786268 PRECISION CONCRETE MASONRY UNITS LCC MORTARLESS HEAD JOINT LCC UNITS T & G LCC'S TOO JOINT r DETAIL NOTES APPLICABLE TO ALL UNITS: WALLS CONSTRUCTED WITH LCC RADIUS 9LOCK HAVE GREAT INHERENT STRENGTH No ,SAO -AND THE UNIT -6 IS DESIGNEDDINTTo WORK WITH THE NORMAL 16" MODULE THE FORMED HANDLE MAKES IT CONVENIENT TO EASILY LAV ALL UNITS WITH BOND BEAM T— CHANNEL DOWN• C AADIUS BLOCK WALL ALL CELLS OF THE LC ARE GROUTED-TMUS PRODUCING A SOLID CONCRETE WALL LCC RADIUS BLOCKS ARE LAID IN RUNNING BOND 12x8x18 LCC BOND BEAM shale LCC BOND 0"M -r &G LCC APU T&O P. 02 LCC OE HALF TAO tw�', LCC 0ONGeBEAM F/J LCC'S FLUSH JOINT LCC'S ARE AVBAIBx 63LE IN C APU8F/J SEE DRAWINGS ROVE 8x16 LCC BOND BEAM F/J, AND FLUSH JOINT LCC'S ARE RECCOVERING FOR USE IN WALLS TO RECEIVE PLASTER. STUCCO, OR OTHER� n FLUSH JOINT DETAIL v .,..1. moll ITV } PERMIT NO. j _ P r E M MH UTIL. .PERMIT NO. -ffi 1772-73 P,E (ISSUED 8/7/74) F I� !- PERMIT EXPIRES 8/7/75' 6WN-MR L.J. COLE I CONTR. oWrier � OCATION (A.P. 71-18-23 � app. 1/2 mi. off e/s Lumpkin Rd. 3 mi, no. of Enterprise Bridge Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E / JOB FINALED (Date) (Signature) COUNTY OF BUTTE — DEPAATMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD • - BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer % Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. " Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance,of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final — —% Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent gpog Door Closer, Final Final r DATE REMARKS OR CORRECTIONS COUNTY OF BUTTE — DEPARTMENT OF PUBLI WO 7 County Center Drive — Oroville, California 95965 ;7 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above=mentioned property for inspection purposes. 'S X` O/.Y�/� '�� z,� Date Signature okPermitee or Agent Receipt No. ! �2 White-D.P.W. — Yellow -Assessor - Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS A 7 By Date Building permit expires Date :.. BUILDING Owner , SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Z Lvtoj� Tel ho=e No. Fireplace Contractor % Total Valuation Mailing Address Permit Fee Plan Checki ng Fee &/or Penalty Telephone No. Permit Fee $ $ Building Address G S PLUMBING No.1 @ FEE PERMIT FILING FEE $2.00 ,., . /V Each Trap 1.50 J� S jf Repair drainage or vent piping 1.50 Water piping 1.50 Each'gas water heater or vent 1.50 A. P. No. - Fees W. C. Fire Dept. Fire Zone /�— zoni P Gas piping system 1 - 5 outlets 1.50 E ach additional outlet .30 Or A* Use Permit Building sewer 5.00 "® EQA Parking Plans Parce=l Declaration Ma p 60' R/W Im provements Lawn sprinkler system 2.00 Bldg. Plans Recd Aoval Par ppr Plans Approval Permit Fee $ $ s' rvr NEW ❑ ADDITION ❑ UTILITIESyg: OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter O� Additional meters, each 1.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Sub -panel (12 or less) (more than 12) Ran,ge, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures . bal aio Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap, cooler, gar. disp. or D.W. 1.00 Air conditioner or hea pump Water pump 00 'Mobil Home Facilities 5.00 O Temp. Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 66 $ pd WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. -- I certify that in the performance of the work for which this LAY permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No -1 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances ,and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ �r�, C/ s - authorize representatives of the County of Butte to enter upon the above=mentioned property for inspection purposes. 'S X` O/.Y�/� '�� z,� Date Signature okPermitee or Agent Receipt No. ! �2 White-D.P.W. — Yellow -Assessor - Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF UBLIC WORKS A 7 By Date Building permit expires Date :.. Mandatory Measures Checklist: Residential MF -1 R NOTE: Lownse restoenual buildings subject to Ine Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may oe superseded by more sinnoeni compliance requirements listed on Ine Certificate of Compliance. When this cr'.�AiMl is --incorporated into the permit documents. the features noted shall be considered by all panles as bindir,�F ., irnmum co^nnonent performance specifications for the mandatory measures whether they are shown eisewnere in Its: doiu-Lents or on this checklist only. DESCRIPTION '," DESIGNER ENFORCEMENT Building Envelope Measures §150(a): Minimum R-19 ceiffno insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. • 5150(c): Minimum R-13 wall insulation in framed walls laces not aopiy to exterior mass walls). §I50(d): Minimum R-13 raised floor insulation in tramed floors: minimum R-8 in concrete raised floors. §15011;: Slab edoe insulation - water aosorotion rate no greater than 0.3%. water vapor transmission rate no Brewer man 2.0 oemvincn. §118: Insulation soedfiea or installed meets California Energy Commission duality standards. Indicate type and form. §116 7: Fenestration Products, Exterior Doors and Infiltration/Exfiltradon Controls a. Doors ano windows oetween condwonso ane unconditionea spaces lesioned to limit air leakage. b. Manufactured ienestracon products nave lapel with certified U -value. and infiltration certification. c. Exterior 000rs ana windows weathersmpped: all joints and penetrations caulked and sealed. §150(8): Vapor oarners mandatory in Climate Zones 14 and 16 only. §150(0: Special infiltration barrier installed to comply with §151 meets Commission duality standards. §1 SO(e): Installation of Fireplaces. Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces nave: a. Closeable metal or a'= door b. Outside air intake with damper and control c. Flue damper and control 2 No continuous turning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures §110.13: HVAC eouioment, water heaters. showerneaos and faucets certified by the Commission. §150(i): Setback thermostat on all applicable heating systems. 6150(j): Pipe and Tank Insulation 1. indirect not water tanks (e.g., unfired storaoe tanks or oadwd solar not water tanks) have insulation btanKet (R-12 or oreateq or combined fntenouexterior insulation (R-16 or oreater). 2 First 5 feet of dices closest to water neater tank non-recircutatina systems. insulated (R-4 or greater). 3. All buried or exooseo 'Di ' oino insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. piping insulated between heating source and indirect hot water tank ' §150(ml: Ducts and Fans 1. Ducts constructed, installed and seated to comply with UMC Sections 1002 and 1004: ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entireiy within conditioned space. 2. Exhaust fan systems nave oackdraft or automatic dampers 3. Gravity venuiatino systems servino conditioned space have either automatic or readily accessible. manually operated campers.. §114: Pool and Soa Heating Systems and Equipment 1. Svstem is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions. no electric resistance heating anam pilot light .2 System is instaileo with: a. At least 36' core between filter and heater for future solar heating. b. Cover for outcoor cools or out000r spa. 3. Pool sysiem has a rectionati inlets ano a circulation Dumb time switch. §115: Gas-fired centraa, furnace. pool heater, spa neater or household cooking appliance nave no continuously ounno mot iiaht. (Exception: Non-eiecmcai cooking appliance with pilot <150 Btwhr.) Lighting Measures §150(k): 40 lumenswatt or greater for general lighting in kitchens and rooms with water closets: and recesseo ceiling uxiures iC iinswaaon coven approved. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to compy with Title 24, Parts 1 and 6. of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations: any shading feature that is varied is indicated in the Special FeatureslRemarks seclion. Designer or Owner (Per ae.lneae a Proteaelons code) Name: - Tide/Firm: Address: Telephone: Lie. s: (signature) (date) Enforcement Agency Name: Titre: Anenry- Telepnone: (signaturevstamp) (oatel Documentation Author. Name: Tide/Firm: Address: Telephone: (signature) t__J Certificate of Compliance: Residential q Cfimate-Zone 16; Project Title }=Building Pcimit o :r 4a l .Greg g1_1&W/ 2eizul_r_ Documentation Author Telephone BUILDING DATA. Condition ea � Number of Stories la sed Number of Units [ ] Single Family Detached (SFD) [ ] Addition Alone (] Single Family Attached (SFA) [ ] Existing Building [ ] Multi -Family (NM [ ] Existing -Plus -Addition 1 /"S Checked By/ Date Enforcement Agency Use Only Fenestration Area % North East South West Skylight Total B L'II.DING SHELL INSULATION Component Insulation LocadonlComme.-xts Type R,-�Value (atloc, to stings, tZgi em) Roof............. Roof ............. Wall ............. Floor............ Floor ............. _ Slab Edge ..... FENESTRATION Shading Devices -Fenestration Area Type Interior Exterior Overhang Framing Type Orientation (SO (single, double) (roller blind, etc.) (shadc=em etc.) yesmo) (tneudbirood) North North East East ( ) SOLlth ( ) d South ( ) West ( ) I West ( ) Skylight....... 1) THERMAL MASS Type/Covering Area Thickness (slab/exposed. tile, etc.) _ (sf) (inches) Location/Descriotion (kitchen bath. etc.) 4lfv.k IiVAC SYSTEMS hiirimum Duct Type (furnace, air Efficiency Location conditioner. heat putnp) AFWFSEEER.HSPF) (arae, etc.) Duct R -Value Thermostat^ Tyoe A : � G� Heat Pump 1snlit or pkgl IIOT WATER SYSTEMS Tank R Value System Type (storage Qat, etc.) CaoacitV Number Energy Factor Ext. Tank Tns _ ni stri h„t5 an SPECIAL FEATURES/REMARKS SCORECARD Measures Climate Zone 16 Point -Scores 1. Ceiling Insulation or U -value ]0.028] �1 2. Wall Insulation �� r R-valu [,1� �� U -value [0.059] 3. Raised Floor Insulation 1�.�.'! or R -value 119) U -value [0.037] 4. Slab Edge Insulation or R -value [7) F2 tactor 10.5) 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) [Y) 6;kl Fenestration' Heat. Loss uY' 3-5 -_ Type U -value [0.60] Total %� ones. 116] Sum -1-6 7. Fenestration Heat Gain % Fenestration SCShade open Eft. % Fenes. Shade Eft. Ratio North x�Z East x = 14= /2 1 South 161 x = West o?.j x = /. Skylight �_ x = Overhangs? ( Y / N ) 8. Interior Thermal Mass or % Exp. Slab 1201 Int. Mass/CFA 9. Exterior Wall Mass Ext WaIIss i Sum 7-V 10. Heating System • 7� x AFUE or HSPF Duct Effic. 11 story: Effective AFUE Zonal Control [789/6 or 6 8] - 0.83:2+ s ry: 0.881 or HSPF Adjustment 101 11. Cooling System � x 7 SEER 110.0] Duct Ethic. it story: Effec�ve SEER Zonal Control 0.81; 2+ story: 0.871 Adjustment 101 12. Water Heating n ;1 System 1 �j Heater Type ` �p3 ns. � Y sSCJ eater TypeType •• Energy actor Ext Ins. R -value • Auxiliary Input Distribution ISG501 .10,531. [12] [None] [STDJ � System 2 _ Heater Type [None] Energy Factor Ext Ins. R -value _ Auxiliary -Input Distribution - Vy Pont Total: Point Goal:_ I. Ceiling Insulation R-Q Number of stones -87 R -value . One Two Three R-0 -114 -74 -42 R-19 -8 -5 -3 R-30 -2 -1 -1 R-38 0 0 0 .2. Wall Insulation -4 0 3 Single- Single - Total 1.31 Family Family Mullti- R-Q -109 -87 -65 R-11 -13 -10 -8 R-13 -10 -8 -6 R-15 -7 -6 -4 R-19 2 -2 -1 R-21 0 0 0 3. Raised Floor Insulation Insulation in Floor Number of stones R-0 -26 -17 -10 R-11 -5 -3 -2 R-19 0 0 0 R-30 3 2 1 4. Slab Edge Insulation 5. Infiltration (Duct Air Leakage) Ducts in Unconditioned Space 0 No Ducts in Unconditioned Space 6 6. Fenestration Heat Loss .87 or more Number of Stones .51 or • less R -value One Two Thrl R-0 -12 -7 -4 R-5 -1 -1 0 R-7 0 0 0 5. Infiltration (Duct Air Leakage) Ducts in Unconditioned Space 0 No Ducts in Unconditioned Space 6 6. Fenestration Heat Loss .87 or more North .67 .52 to to .86 .66 .51 or • less .87 or more East .67 .52 to to .86 .66 .51 or less .87 or more South .67 to .86 .52 to .66 .51 or less .87 or more West .67 .52 to to .86 .66 .51 or less Skylight .67 .66 or or more less 18% 2 3 3 4' . U -value 4 -5 -4 0 3 -14 -11 Total 1.31 1,21 1.11 1.01 .91' .81 .76 ..71 .66 .61 .56 .51 .46 .41 .36 .35 Percent or to to to to to to to to to to to to to to or Fenestration more 130 1.20 1.10 1.00 .90 .80 ' .75 .70 .65 .60 .55 ..50. .45 .40 less 50% -180 '-137 -124 -112 -100 -87 -75 -69 -63 .57 -50 -44 -38' =32 -26 '-20 40% -139 .-105 -95 -85 -75 -65 -55 .50 -45 -41 -36 -31 -26 -21 -16 -11 35% -119 -89 -80 -71 -63 -54 -45 -41 -37 -32 -28 -24 -20 -15 -11 -7 301Y. -99 -73 465 -58 -50 -43 -36 -32 -28 -24 -21 -17 -13 -10 46 -2 281Y0 -90 -66 -59 -52 -45 -39 -32 -28. -25 -21 -18 -14 -11 -7 -4 0 26% -82 460 -53 -47 -41 -34 -28 -24 -21 -18 -15 -12 -8 -5 -2 1 24% -74 -53 -47 -41 -36 -30 .24 -21 -18 -15 -12 -9 -6 -3 0 3 229% -66 -47 -41 -36 -31 -25 -20 -17 -14 -12 -9 -6 -3 -1 2 5 20% -58 -41 -36 -31 -26 -21 -16 -13 -11 -8 -6 -3 -1 1 4 6 18% -50 -34 -30 -25 -21 -16 -12 -10 -7 -5 -3 -1 1. 4 6 8 160/0 -41 -28 -24 -20 -16 -12 -8 -6 -4 -2 0 2 4 6 8 10 14% -33 -21 -18 -14 -11 .7 -4 .2 0 1 3 5 6 8 10 12 129% -25 -15 -12 -9 -6 -3 0 1 3 4 6 7 9 10 12 13 10% -17 -8 -6 -3 -1 1 4 5 6 8 9 10 11 13 14 15 80/0 -9 -2 0 2 . 4 6 8 9 10 11 12 13 14 15 16 17 7. Fenestration Heat Gain (based on Shade Effectiveness Ratio) Elf % Fen- estra- tion .87 or more North .67 .52 to to .86 .66 .51 or • less .87 or more East .67 .52 to to .86 .66 .51 or less .87 or more South .67 to .86 .52 to .66 .51 or less .87 or more West .67 .52 to to .86 .66 .51 or less Skylight .67 .66 or or more less 18% 2 3 3 4' 0 1 3 4 -5 -4 0 3 -14 -11 -5 -2 -40 -23 16% 2 2 3 4 1 2 3 4 -3 -2 1 4 -11 -9 -4 -1 -34 -19 14% 2 2 3 3 1 2 3 4 -1 0 2 4 -8 -6 -2 0 -27 -15 120/0 2 2 2 3 2 2 3 4 1 2 3 5 -6 -4 -1 1 -21 -11 11%122222341245-5-302-18-10 3 100 10 9 7 6 8.7 3 19 17 Method B 10 8 Int +5 100/ 1 1 2 2 2 2 3 3 1 2 4 5 -4 -3 0 2 -16 -8 9% 1 1 2 2 2 2 3 3 2 2 4 4 -3 -2 0 2 -13 -7 80/ 1 1 1 2 2 2 2 3 2 3 4 4 -2 -1 1 2 -11 -6 7% 1 1 1 1 1 2 2 2 2 2 3 4 -2 •1 1 2. -9 -5 6% 1 1 1 1 1 1 1 2 1 2 2 3 -1 -1 1 2 -7 -4 5% 0 0 1 11 7 1 1 1 1 1 1 2 -1 -1 1 1 -5 -3 4% 0 0 0 0 0 .0 0 1 0 0 1 1 -1 0 1 1 -4 -2 3% 0 0 0 0 0 0 0 18 0 -1 0 0 0 0 0 1 -2 -1 2% 0 0 0 0 -1 1 -1 -1 2 2 .2 .1 0 0 0 1 -1 0 1% -1 -1 -1 -1 -2 -2 -2 -2 4 4 -4 -4 -1 -1 0 0 -1 0 0% -1 -1 -1 -1 -3 -3 -3 -3 -6 -6 -6 -6 -1 -1 -t -1 0 0 8. Interior Thermal Mass I Exterior Method A (Slab -on -grade Construction Only) Percent One Family Two Three Exoosed Story Attached Stories Stories 0 0 -3 0.20 -2 2 -1 10 6 -2 4 -1 8 -1 20 0.80 0 9 0 1.00 0 30 8 1 15 1 9 0 40 13 3 1.60 2 16 1 50 21 4 12 3 22 1 60 2 5 1 3 85% 2 70 7 6 5 4 4 2 80 7.8 7 12 5 9 3 90 5 8 8.3 5 16 3 100 10 9 7 6 8.7 3 19 17 Method B 10 8 Int +5 Slab Floor more Raised Floor Mass (AFUE or HSPF x duct efficiency) Stones Effective Stones 5.0 /CFA One Two Three One Two Three 0.0 -11 -8 -6 -1 -1 0 0.1 -10 -7 -5 0 0 0 0.3 -9 -e -4 1 1 1 0.5 -8 -5 -3 2 2 2 1.0 -5 -3 -1 5 5 5 1.5 -3 0 1 6 6 7 20 •2 2 '3 8 8 8 25 1 3 4 9 9 9 3.0 3 ' 5 5 10 10 10 4.0 3 5 6 12 12 12 5.0 3 5 7 13 12 13 6.0 4 6 8 14 13 13 7.0 4 6 8 14 13 14 8.0 5 7 9 15 14 14 9. Exterior Wall Thermal Mass I Exterior Single- Single- Mufti Wall Family Family Family Mass Detached Attached AC 0.00 0 0 0 0.20 3 2 2 0.40 6 5 4 0.60 8 7 5 0.80 11 9 6 1.00 13 10 8 1.20 15 12 9 1.40 16 13 10 1.60 19 16 12 1.80 21 16 12 2.00 22 17 13 10. Heating System Sum oi7-9 House Site (ft2) 6 Sol,', , Pckg Houses With Ducts (R-4.2) 44 to -14 to -4 to +6 to 16 or AC aC Sum of 1.6 -5 +5 Gas Solit Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or 120 HSPF HSPF less .15 .5 +5 +15 more 78% 6.8 6.6 0 0 0 0 0 0 80% 7.0 6.8 2 2 2 1 1 1 85% 7.4 .7.2 7 6 5 5 4 3 9D% 7.8 7.6 12 10 9 8 6 5 95% 8.3 8.0 16 14 12 10 8 7 100% 8.7 8.5 19 17 15 12 10 8 -5 +5 Effective AFUE or HSPF more One Story House (AFUE or HSPF x duct efficiency) 2 Effective 5.0 - Sum of 1-6 -23 -16 Gas Split Pkg -25 -24 -14 +t +6 16 AFUE HP HP or to to to to or • HSPF HSPF less .15 .5 +5 +15 more One Story House 0 8.1 7.9 0 0 0 33% 29 28 -93 -84 -74 -65 -56 46 4096 3.5 3.4 -59 -53 -47 -41 -35 -29 50% 4.4 4.2 -28 -25 -22 -19 -17 -14 609/0 5.2 5.1 -7 -6 -5 -5 -4 -3 64% 5.6 5.4 0 0 0 0 0 0 709% 6.1 5.9 9 8 7 6 5 4 80% 7.0 6.8 20 18 16 14 12 10 9096 7.8 7.6 29 26 23 20 17 14 100% 8.7 8.5 36 32 29 25 21 18 Two or Three Story House -9 -6 -4 -2 33% 29 28 -102 -91 -80 -70 -59 -48 400/0 3.5 3.4 -68 -60 -53 -46 -39 -32 50% 4.4 4.2 - -35 -31 -28 -24 -20 -17 W% 5.2 5.1 -14 -12 -11 -9 -8 -6 69% 6.0 5.8 0 0 0 0 0 0 70% 6.1 5.9 2 2 1 1 1 1 80% 7.0 6.8 13 12 11 9 8 6 W. 7.8 7.6 22 20 18 15 13 11 100116 8.7 8.5 30 26 23 20 17 14 Zonal Control Adiustmem System Type Resistance 7 6 5 4 3 2 Oiner 4 -4 3 2 2 1 11. Cooling System Houses With Ducts (R4.2 SEE` ' -" _F' ,,, Sum oi7-9 House Site (ft2) 6 Sol,', , Pckg -25 or 44 to -14 to -4 to +6 to 16 or AC aC less -15 -5 +5 .15 more 10.0 9.7 0 0 0 0 0 0 11.0 10.7 3 2 1 1 0 0 120 11.6 6 4 3 1 0 0 13.0 126 8 6 4 1 0 0 14.0 13.6 10 8 5 2 0 0 15.0 14.6 12 9 5 2 0 0 -2 HP -2 -4 Effective SEER 0.58 3 6 5 -5 (SEER x duct efficiency) 4 -13 , -7 EH SEER 7 10 8 Sum of 7.9 3 7 Sole Pcxg -25 or -24 to -1410 •4 to +6 to 16 or AC AC less -15 -5 +5 +15 more One Story House 0.80 2 5 3 5.0 4.9 -23 -16 -10 -a 0 0 6.0 5.8 -13 -9 -6 -2 0 0 7.0 6.8 -6 •d .3 -1 0 0 8.0 7.8 0 0 0 0 0 0 8.1 7.9 0 0 0 0 0 ' 0 9.0 8.7 4 3 2 1 0 0 10.0 9.7 7 5 3 1 0 0 11.0 10.7 10 7 4 2 0 0 120 11.6 12 9 5 2 0 0 13.0 126 14 10 6. 2 0 0 14.0 13.6 15 11 7 3 0 0 15.0 14.6 17 12 8 3 0 0 Two or Three Story House 5.0 4.9 -27 -19 -12 -5 0 0 6.0 5.8 -16 -12 -7 -3 0 0 7.0 6.8 -9 -6 -4 -2 0 0 8.0 7.8 -3 -2 -1 -1 0 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 1 1 1 0 0 0 10.0 9.7 5 3 2 1 0 0 11.0 10.7 8 6 3 1 0 0 120 11.6 10 7 4 2 0 0 13.0 126 12 9 5 2 0 0 14.0 13.6 14 10 6 2 0 0 15.0 14.6 15 11 7 3 0 0 House Size Adjustment House Site (ft2) 6 Subtotal less 1000 Water Heating than to Point Score 1000 1499 -30 -17 -5 .25 -14 -4 i .20 -11 .3 -15 •9 -3 -10 -6 .2 .5 -3 .1 0 0 0 5 3 1 10 6 2 15 9 3 20 11 3 25 14 4 House Size Adjustment House Size (H2) 6 Subtotal 1500 2000 Water Heating to or Point Score 1999 more -30 0 3 -25 0 2 -20 0 2 -15 0 1 -10 0 1 .5 0 0 0 0 0 5 0 0 10 0 -1 15 0 -1 20 0 -2 25 0 -2 AN Zonal Control Adjustment 7 5 3 1 0 0 12. Water Heating 0.68 6 9 7 -4 One Water Heater -- No AttxMM Credits 6 Adjustment for No Tank InsUlation SE Ali 0.87 -22 Distribution System2 -46 -35 -22 Number of Water Heaters Recirc Systems Water Climates Energy STD HWR Pipe No Timer Demd Hearer Type' Zones Factor 0.80 POU Insul Ctn -3 SG50 All 0.53 0 3 1 A -5 0 0.63 5 8 6 -4 0 5 -20 -14 0.73 8 11 9 0 4 8 SG75 All 0.48 -2 1 -1 -12 -7 -2 HP -2 -4 0.58 3 6 5 -5 -1 4 -13 , -7 0.68 7 10 8 -1 3 7 SE All 0.87 -20 -12 -17 -41 -32 -19 0.93 -17 -9 -13 38 -28 .16 IG, Al 0.80 2 5 3 IE All 0.93 -21 -12 HP 16 1.80 -11 -6 -9 -25 -19 -11 Z20 -5 -1 -3 -15 -10 -4 260 0 3 1 -9 -5 0 Two Mata Beaters -• No Auxiliary CYedits SG50 All 0.53 -7 -4 -6 -17 -12 -7 0.63 1 5 3 -8 -4 1 0.73 6 10 8 -2 2 7 SG75 All 0.48 -12 -9 -11 -22 -17 -12 058 -1 3 ' 0 -11 -6 .1 Water Heating (continued) 0.68 6 9 7 -4 1 6 Adjustment for No Tank InsUlation SE Ali 0.87 -22 -14 -19 -46 -35 -22 Number of Water Heaters 0.93 -16 -7 -12 -39 -28 -15 Water Heater Type One Two IG All 0.80 -4 -1 -3 SG50 -2 -5 IE All 0.93 -21 -12 SG75 -3 46 HP 16 1.80 -20 -14 -18 -35 -28 -19 SE -5 -9 220 -13 -9 -11 -25 -19 A 2 HP -2 -4 260 -8 -4 -6 -17 -13 , -7