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062-310-001
062-31-0-.001. 93-1793 "BPEM AYRES, SAM CEDAR LN, BERRY CREEK vp I NEW SF 06�-310-001 �,PERMIT#94�1706 AYRE�, SAM % 121 CEDAR LN., BERRY CREEK 06- 2-3 1 00 PER AY S % ";4 [A RE ' ; : MI ' S 2 1 S CEDAR LN., BERRY CREEK 14 L ILY NEW SINGLE FAM 1 PERMIT#96-0447 062-310-001 A S YRES, Sam 121. Cedar Ln., Berry Cree 1st Renewal BP#94-1706 ';o O�oz00- 43 10 0.00 062-310-001 03AG131 COMBS, WAYNh 121 CEDAR LN, BERRY CREEK AG. BLDG. (30'X 50') Y� ___ Y� 9 I Department C o u n t y J. Michael Crump, Director Warner C. Phillips, Assistant Director February 10, 2004 Wayne Combs 121 Cedar Lane Berry Creek, CA 95916 f Public o f B u t Re: Application for Certificate of Single Merger AP 062-310-001 & 002 Dear Mr. Combs: Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 BUTTE COUNTY FEB 1 1 2004 DEVELOPMENT SERVICES On February 3, 2004, the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. Enclosed please find a conformed copy of the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on February 5, 2004, under Serial Number 2004-0006702, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266,.Monday through Friday, 8:00 a.m. to 4:00 -p.m.., Sincerely, A Stuart Edell Manager, Land Development Division SE/kp cc:nvlronmental Health Department wilding Division Jim Pursell Michael Evans 4 - RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 LANDS BEING MERGED: COPY of Document Recorded 05 -Feb -2004 2004-0006702 Has not been compared with original BUTTE COUNTY RECORDER CERTIFICATE OF MERGER AP NUMBER(S) 062-310-001, 002 NUMBER OF EXISTING PARCELS: TWO (2) EXISTING PARCELS CREATED BY: a SUBDIVSION MAP RECORDING DATA: YEAR 1963 BOOK / PAGE OR SERIAL NUMBER: Book 30, Pages 1, 2, 3 SUBDIVISION / PARCEL MAP: LOTS -1-5-1-1-60 As of the date of recordation, those lands noted above are merged to create one single parcel of land as described in Exhibit A attached hereto. FEBRUARY 3, 2004 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that single parcel as described in Exhibit A attached hereto. OWNER'S SIGNATURES MUST BE NOTARIZED Wayne E. Combs, Owner Sign na Print name and title (if applicable) below signature line lZ Date P ei CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of a County of r ifv� On dao , before me, A102" ,!',-+- R/W-O fr rf -4 e hr 6y<' Wo 7-74/t) Date Name and Title of Officere. ( g., 'Jane Doe, Notary Public') personally appeared v111,k'AT ,G—' ee)�rBr°. Name(s) of Signer(s) personally known to me — OR -roved 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), RUDY A. RINDIISBACHER� or the entity upon behalf of which the person(s) acted, COMM. # 1311041 executed the instrument. U .o NOTARY PUBLIC-CAUFORNIA +I' BUTTE COUNTY . + �o� COMM. EXP. JULY 26.2005 -'_ WITNESS my hared and official seal. Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: e Capacity(ies) Claimed by Signer(s) Signer's Name: Individual Corporate Officer Title(s): Partner — D Limited General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing RIGHTTHUMBPRINT SIGNER Signer's Name: ❑ D D O Number of Pages: Individual Corporate Officer Title(s): Partner — ❑ Limited D General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHTTHUMBPRINT OF SIGNER Top. w 1yyo nauonai Notary Association - 9ZJ0 Hammet Ave.. P.V. box 7184 - Canoga Park, CA 91309.7184 Prod. No. 5907 Reorder; Call Toll -Free 1.800-876.6827 MICHAEL Iv OONEEY CIVIL ENGINEER RCE 20647 5 Madrone Avenue, Suite A Oroville, CA 95966 PHONE:.530-533-2131 FAX: 530-534-0902 EXHIBIT A All that certain real property situated in the unincorporated area of Butte County, California, merged into one single parcel, and being more particularly described as follows: Lots 159 and 160, as shown on that certain map entitled, "Ponderosa Pines Subdivision", which map was recorded in the Office of the Butte County Recorder, State of California, on March 4, 1963, in Book 30 of Maps, at Pages 1, 2 and 3. All new structures must meet the Fire Safe Regulations of Butte County and Public Resources Code 4290. �1 v r �' END OF DOCUMENT BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMI NO. v r� Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a'place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.0/ O/r ! ZONING OWNER ,^ I n E7 j'— PHONE NO ry OWNER'p APpSS 1.1-A R LOCATIO ILD USE OF BUILDING a ` SIZE OF STRUCTURE x' _ SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVEEWG FLOOR TYPE ESTIMAT D COST OF CONSTRUCTION AG BuilcJffigs shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT 60 SIDES 36 REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. % �j Date -7�/�/ �v Signature of Owner t Permit Fee - $60.0 The above described AG Buil ing is exempt from a bu' ing per it. Receipt No. Z5� FLO D PAR L 1,' ROOF G ISS r Manager Building Di BY �'�— Date a3 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Ro 3 oe- dz, 7v"j- sk...".KGG t� .r RESIDENTIAL 062-310-001 PERMIT#94-1706 AYRES, SAM ; 121 CEDAR LN., BERRY CREEK NEW SINGLE FAMILY a r JOB FINALEDate Signature } r' J,• V=OK 0 = Not OK,Not Applicable - Not Ready MOBILE HOMES ' = Date/Initials MOBILE HOME UTILITIES (Plans) OK except f1'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 8. Gas; Location -Teat -Wrap: / P'L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 8. 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 MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements i Z Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Graders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftre: Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftm-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI S. Elec.; Pool Lighting; 15 volts-GFI 8. 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-Enclosu res-Panelboards- Ins. to Main In Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL Date/Initials UND LOOR. Plans OK except #'s toeZonih67Setbacks-Essements-Flood-Slope 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 Stemwalls; Main; ` $. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 1/8. P" -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/0 -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 P MBING Permit OK except #'s .1 Water Htr.; Vent -Access -Combustion Air -Baffle 1 Water Pipe; Tes Anchor -Nail P 18. W.V. es tinga Anch 0 -19.-SHewerPan; Test, First Floor -Tub Access 2 . est Tub & Shower, Second Floor -Tub Access . Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22=.Fixture-&,Transformer Clearance -Ins. Protection 2,42,pec. 2 Receptacles Spacing -Lights &Switches at Doors Size Boxes &.No. of Conductors -Stapled Romex Installed Close to Edge of Studs & C.J. 2 ip. Ground made up w/Mach. Fastners-Bond Gas & Water 2YSubfeed 2 Appliance Circuts in Kitchen & Conductor Size/GFI 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 80. §be - ser onductors & Ground -Main Disconnect Equip. Clearances Panels -Motors -Mach. Equip. hes-Glosat Light -Shower Light -Spa Light j 3 Smoke Detector Date/Initials MECHANICAL Permit OK except #'s ucts Insulation & Support 9&.-Vy iFa—n_,_ahaust above insulation sate -Drain & Overflow; Size & Grade 37 urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet --38-,4tttU-paws & Platform if Furnance in Attic Date/Initials FR ING Plans OK except #'s 9. Sils, Proper Material & Anchors 'Malls Studs -Nailing, Spacing & Bracing -Plates -Sound 1. Bearing Walls over Girders & Floor Nailing Draft Stop in Wells (ret proof) 4 Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44 Headers & Beam -Size & Bearing Single & Duplex) Date/Initials FRAMING (Continued) 4 Hangers -Post Caps -Anchors -Connectors /jWClng. Joist-Rftr. ties-Purlin—root Brac-Truss-Shthng.-Rfng. . Fireplace Ties or Type A Flue -Fireplace Throat clearance . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles (4§,Aldrm. Windows or Exiting Doors -Sill Hgt. & Dimensions it Protection Framing 6i--PropBPfy tine Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits tairs; Width -Headroom -Rise -Run -Landing -Fire Protection �ywood on Roof Overhang -Attic Vents -Rafter Outriggers (ding -Nailing Veneer A§_Stuoee-Mnh-Drip Screed -Fd. Vents-Underflr. Access Lw-Giazing Area -Glass Protection -Skylights -Plastic a s;Nailing-Bolts 42 Insulation ajj'iUns 60. Infiltration -Walls -Windows t�J - Date/Initials , Plans OK except #'s xt. Steps -Door & Sidelight Protection -Landings s, Smoke Detector (63. Furnace; Vents -Clearance -Comb. Air -Connector- ,f::V;n_Garage; Above Floor -Ducts -Mach. Protection f Bedroom Exitina ��65�fa.Fcl: & Bath Fixtures & Tub Access -Spa k/66. Elec. Trim & Subpanel; Breaker Sizes & Labels .67. Stairs & Rails Fireplace or Stove; Clearances -Hearth rElec. Outlets at Wood Panel; Int. & Ext. it.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 1'1� 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer A.C. Duct in Garage -Damper t_C:14) Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection j 45'Plb., Elec. & Mech. Equip. Listed for Location ec. Receptacles in Garage; (G.F.I.)-Romex Protection sulation-Foam-Looked in Attic ❑ Yes 78. u d Rails & Deck Construction -Post Caps 7 . Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor O Yes Following instld.; Driivve Yes ❑ No; Walks ❑ Yes No; Planters ❑ Yes 0 ---81-Stu`cco; Brown -Finish X82—A-E7'Unit; Disconnect, Electrical, Plumbing ents Above Roof; Pibg.-Appliance-Fireplace: Clearance to f) eninna Water Well; Disconnect, Electrical, Plumbing .8F�zterior Elec. Trim; G.F.I. Receptacle -Underground C_,t,_B6-Ventilation Throughout House C• 88._Cor-rections from Previous Inspections 89. gias Test -Meters Tagged; Gas -Electric eter & Sewer Connected -C/O to Grade -HD ADDroval COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISI 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT 94-1706 ASSESSOR PARCEL NUMBER 062- 310-001 ZONING BUILDI G PERMIT OWNER SAM AYRES TELEPHONE 533-9013 SQ.FT. OCC. BUILDING VALUATION i , �-'�+ 177 R91,085. OWNER'S MAILING ADDRESS SEEKER2215 -5 : C -7-14 1,079. CONTRACTOR'S NAME OWNFR TELEPHONE r-�Q CONTRACTOR'S MAILING ADDRESS Fireplace A 500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 92-y12-93.664. Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee 619.50 $ O ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS PERMIT FEE $ -� PLUMBING PERMIT Filing Fee 20.00 CREEK,BERRY 96916 Each Trap 10 7.00 44 Solar or heat pump water heater 23.00 Water piping 15.00 15•VO LOT N0. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE SF OX Duplex ElMobilehome El Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New INX Addition ❑ Remodel ElUtilities O Installation ❑ Other ❑ Describe Work: 3 BEDROOM PERMIT FEE $ -9 Contractor 150.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. I SD 3.50 FT.. NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS I @7.50 62.25 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. Classification N 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 POW ER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. 01.50 Ex. Occup.FIXED APPWS. OR (OUTLETS (RESID.) EA. I 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 E•tec hat -"%C r- Tri• WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ 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 105.25 MECHANICAL PERMIT Filing Fee 20.00 Heating BACK-UP 6.50 Cooling wood heat only Hood 6.50 Ventilation PERMIT FEE $ Contractor 33.0 1 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, co ts, and expenses which may in any way accrue against said Count ,fin conseque e o the granting of this permit. i c X Date �^^'`2. e6 R / Signa ure of Applicant - V. wner ❑ Contractor ❑ Agent An OSHA permit is requi ed for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 4600 ' GCC CONST. TYPE TOTAL FEE $ HAZ. O. FEES IMP FLOOD CDF PARCEL PD HO 1 UE 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. r By� Date / 7J PERMIT EXPIRES ON 2 / etel Receipt No. 163258/498.20// 3 g WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPE OR GOLDENROD -APPLICANT 70. 1-1 f q.., °r�.r�7., r r .. ...Jtr tF�.r`'i:'+�Jtti�filf*'�. ;�i.�y�..r:�xn.^�!at;;: i�ssxj'+Xi+-"v%'�b'ia.bun:+�AlKlti'.b.fi r. rs—....�y �-'l•t.�4�....,:�y`Cc ir..:Ht.t.x.'r�t Y7�^.ff.:a�3L C I C.QQNYOFBUTTE - DEPARTMENTOF E�OPMENT SERVICES - BUILDING I ISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 53 541 PERMIT APPLICATION DATA SHEET OWNER A. P. No. -cod Proposed Building Use 3 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 RECENED BY 1. All items have been submitted . ...... .. ...... ......................... tans, 3/4 sets, signed by preparer of plans. ........... omplete plans, 3/4 sets, signed by preparer of plans. ...... w.......�...�C1-R 5 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 . ...................... Engineered truss details and layout in duplicate (required prior to plan check). ... . g. Mobilehom� dat n manufacturer's installation instructions, 2 sets. ........... '10. Fees of $ �.$9. * .� 11. Impact fees as shown on attached schedule. ........... ..... ...... 2. California Department of Forestry plan approva es �? ... ... ��3. Flood elevation letter (100 year flood b C lifornia Engineer... ............. 4. Sanitation and plot plan approval 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: . ........ JAI -Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). .., PreansWCI on requeis 20. Pre -inspection for required. ..toBuilding 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 _) ?4. Recorded copy of Agricultural Acknowledgement Statement. .. .............. . Letter of signature authorization . ................ •....................... / 3 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. ... I .. ; ........ � .'!,(.r.LG.I.01.� /. (.(......T.... / 1../ ...... When you issue the permit, process as follows:ai to owner. Mail to contractor. Telephone- 33 –5 0 (? and hold for pickup at office. Deliver with inspector. Othee Parcel Creation Acreage Applicant a., Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution” Date Copy of plans sent Health Dept. Fire Dept. Other Date `. By The following data must be submitted prior to perm' is uance: ircle rr item not checked above).- 1. bove):1. Index permit for above items No. 2. Additional items required: Contractor, designek o , was advised of above required data by one —mail Counter by1!n�Date _t:!_1 4� Contractor, designer, owner, was advised of above required data by _ phone _ mail Coy _ Date un r Plans checked by Date Plans approved by Date -119 Sets of plans on hold in File cabinet AP folder le- 9S Copy - Department of Public Works li.11. I I$li_ch��•1i I'6oi Hiiii Attached — ._ Flour Him AtLiched 01 Sciil to 11:U: f — TO:fBLidding Department FROM: Environmental Health SUBJECT: Sanitation Clearance 2A -m A — 2� a /s svpex� 4,001to-- Owner Location C*0. Plan Approved for: Sewage Disposal "Vater Supply: I'ublic LI -01 Clearance forbedroom home. Other e:?-- Hold mal for: F• clearance O.K. for: N Environmental Health S 8/92 1st —�/ AP# Private Well OOUN'TTY OF BUTTE — DEPARTMENT OF DEVIIAPMEN'P SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE_(916) 538-7541 OWNER A. P.— PROPOSED BUILDING USE DATE REC. # DA REC V 1. SCHOOL DISTRICT FEES (paid at District Office) ......................... 3 2. SHERIFF FEES (paid at Building Department) Residential..... x =$ unit amt. Commercial (sgft). x =$ sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) " x =$ # units amt. Commercial (per sq.ft) x =$ Ta. ft. amt. _Z�Lj" 4. RECREATION DISTRICT FEES (paid at District Office) ......................... Ly% 5. DRAINAGE DISTRICT FEES (Contact Land Development Division)— ............ 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... ��/� S (paid at Building Department) 7. OTHER 8. 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 COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ma' labor and materials for construction of the proposed property improvement Pe or no) 2. Ihave not) signed an application for a building permit fo(have a 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 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. t 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 G/— 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 you have any questions pertaining to this matter, or need additional explanation, please c tact this office immediately. Inspector/� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 HurnAldt 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 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 complete . If you have any questions pertaining to this matter, or need additional explanation, pleasetact this office immediately. Date 1-2 gh REV 10/ 2 Inspector% 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 ; sj CORRECTION NOTICE -1706 PERMIT N.O. 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, please cont t this/office immediately. ii r i A-/ 0 Date Inspector REV 10i 2 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENTOF 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 0 `NE -0 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, please contact this office immediately. Q 4 7oi R di> w COU=NTY 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) 872-63071 CORRECTION NOTICE' �f OWNE PERMIT NO'. A routine inspection indicates that the following violations of But County Ordinances exist at the above address and should be corrected. Please notify this office when correction, of work is complete, 1. If you have any questions pertaining to this matterlor need additional explanation, + p ase c tat this ffice i mediately. /A tl REV 10/92 G /v 0a r + I a�� T R 01:�Iv A/ - o, S 70 o a t tM J nl 4 i,.. t BUILDERSSUPPLY DIVISION OF COLLINS PINE COMPANY 2 560 FEATHER RIVER BLVD. JINV CE ' • ORQV ILLS CA. 95965 PHONE: 916 534-1248 4 1,S_ l L COD D'ELI VERY D 40 0 DATE INVOICE NO. ,. r+n n c CUSTOMER NO. r TIME: uL0/ADED: DEL: i DATEIn vI q 5 SALESMAN .Y. CUSTOMER ORDER NO. DATE ORDERED DATE DELIVERED DELIVERY ADDRESS QUANTITY ITEM NUMBER ' 'UNIT t'`'" `''" "" "''DESCRIPTION �, l . , PRICE, '4 } AMOUNT uk SAM AYER! ` 533-c 013 = D-E--L-I-�• R ' F- R-I-D--A-Y 5--26-95 121 CEDAR Lh PERRY CREEK (SEE MAP) CALL .BEFORE GOING 1 tr W24 GLU59 LF 5-1/8 X 9 GLULAM 24.00LF @ 8.300/LF -19.20 �-r 24.00RF Il 1162.00/MBF 26.45 , 10 924816 - LSF DF 2B 4X8X 16 54S r Y 426.67BF @ ' 562.60/MBF 240'.04 *CONTINUED'' NON -TAX MDSE. TAXABLE MDSE. SALES TAX MISC. CHARGE MISC. CREDIT GRAND TOTAL CASH REC'D. ACCOUNTS ARE DUE AND PAYABLE ON THE 10TH AND PAST DUE ON THE 11TH OF THE MONTH FOLLOWING DATE OF PURCHASE. LEGAL rTERMS: NET GASH. NV UISGVUNI ACTION MAY BE INSTITUTED FOR COLLECTION. A LATE CHARGE OF 1K% WILL BE IMPOSED EACH AND EVERY MONTH ON ALL PAST DUE , BALANCES. THIS LATE CHARGE IS LIQUIDATED DAMAGES MEASURED BY THE TIME THE MONEY IS WRONGFULLY WITHHELD PLUS ADMINIS- TRATIVE COSTS RELATED TO COLLECTION AND ACCOUNTING FOR A LATE PAYMENT. SINCE IT WOULD BE IMPRACTICAL IN EACH INSTANCE OF DEFAULT TO ESTABLISH THE ACTUAL DAMAGES BY ACCOUNTING PROCEDURES, BUILDERS SUPPLY AND THE BUYER HAVE AGREED IN ADVANCE THAT I A% EACH MONTH IS A FAIR COMPENSATION FOR LATE PAYMENT. ALL MERCHANDISE RETURNED FOR CREDIT MUST BE ACCOMPANIED BY THE ORIGINAL INVOICE. NO EXCEPTIONS. RETURNS WILL BE SUBJECT TO A MINIMUM 15% RESTOCKING CHARGE. NO ACCEPTED AND RETURNS ALLOWED AFTER 30 DAYS.•. _ GOODS RECEIVED BY 9' � Y Insulation Certificate ` BUILDING OWNER: -Sam re S BUILDING PEWT 1: BUILDING LOCATION: l -i -e Description of Installation ROOF Material Thickness (inches) af. Brand Name Thermal Resistance (R-Value)`— CEILINGrr (( pp�� ' Batt or Blanket Type • -- b V- e A S Brand Name V W,eA Thickness (inches) Thermal Resistance (R -Value) R Loose Fill Type Brand Name Contractor's minimum installed weight/h. lb Minimum thickness - inches Manufacturer's installed weight per square foot 4o acheive Thermal Resistance (R -Value) XEXTERIOR WALL Material Thickness (inches) 5 L1 RAISED FLOOR Material- _ i 6 V'� 1 RS.j �'I S Thickness (inches) SLAB FLOOR ... Material -Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) Declaration Brand Name 0 W e K 3 ce_r Thermal Resistance (R -Value) — Brand Name lJ W -2 K S l� ►- 1 c . Thermal Resistance (R-Valuey a Brand Name CC' (of� o / ,?e -c - Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) . _ I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the CaliforniaA d m i nistrati a de. General Cohtractar (Build) License Number%, : _ .. signatu a andTitle Date Sub -Contractor (Insulation Installer) Signamre and Title License Number"' - Date THIS CERTIFICATE MUST .BE PROVIDED TO THE BIDING DEPARIMMT PRIOR, TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDINGDIVI N 7 County Center Drive - Oroville,°Califdrhia 95965 - Telephone (916) 538-7 PERMIT NO. APPLICATION AND PERMIT 696 _0 ASSESSOR PARCEL NUMBER 062-310-001 ZONING U BUILDING PERMIT OWNER SAM AYRES 533NE5013 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 2215 SPENCER AVE OROVILLE, 95966 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation Is Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee 1/2 ORIGINAL $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 121 CEDAR LN PERMITFEE $ 326.25 BERRY CFREEX, 96916 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF CY Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1STRENEWAL OF B.P.#94-1706 Mobile Home I S I GI W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filino Fee 20:00 Main Service a0OV OR LESS ( 2000A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm und r penalty of perjury that I am exempt from the Contractors License Law for the following reason: I I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby aff)under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier NEW CONST. DWELLING OCCUR OR ( 8 ACC. ) s0. 3.5Q FT. CNS. NEW CONST. MULTI.O UTLETLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 APPARATUS ) ( 8 SINGLE LE OUTLET CIR. Ex. Occup. (ourlEr OR FIXTURES) 00 20 Q 1.00 BAL .50 Ex. Occup. (oFIXEEDrs (RESID.OEA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) A I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall X�rthwithco with those provisions. ( Date _ &_ Signature of Applican5J Owner ❑ Contractor ❑ Agent / An OSHA permit is requl ed for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE TOTAL FEE $ 326.25 HAZ. 1 D. FEES I IMP I FLOOD [7!F PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ve for which fees have ee paid. By Vate PERMITEXPIRESON 2/7/97 (Date) Receipt No. WHITE-D.D.S.-B. D. CANARY -ABBE SOR PINK -INSPECTOR GOLDENROD -APPLICANT 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[)Q NO[ ]. 2. I HAVE[V] HAVE NOT[ ] signed an application for a building permit for the proposed ark. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: 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 OWNER: Saox SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. ' This verification must be completed and returned to our office before we are permitted to issue the permit. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tar withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owmerbuiider" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" .on the reverse side of -this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sin''cerel • / 1 Michail C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Barnhart and Brown 5/17/94 2060 Park Avenue DATE: Oroville, CA 95965 RE: Proposed Residence A..P: 062-310-001 B.P.# 93-1793 With reference to the above subject, attached is: ( X] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [ X] Comply with plan check list [ X] Resubmit plans with revisions as required [ X] Resubmit calculations with revisions as required. t Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, cc: Sam Ayres 2215 Spencer Ave Oroville, CA 95966 John R. Henry Plan Check Engineer ,.: utte ount .�. _ LAND •:.F NATURAL WEALTy AND BFAUT�(• BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 536.7541 FAX: (916) 538-2140 Dan Cook Barnhart and Brown 5/17/94 2060 Park Avenue DATE: Oroville, CA 95965 RE: Proposed Residence A..P: 062-310-001 B.P.# 93-1793 With reference to the above subject, attached is: ( X] Plan check list [ ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [ X] Comply with plan check list [ X] Resubmit plans with revisions as required [ X] Resubmit calculations with revisions as required. t Remarks: Should you have any questions, please call (916) 538-7541, between 3:00 & 5:00. Very truly yours, cc: Sam Ayres 2215 Spencer Ave Oroville, CA 95966 John R. Henry Plan Check Engineer Permit -Applicant: Ayres Date :5/16/94 Permit # .93-1793 The above referenced -building plans were reviewed by this office. Provide additional..information.and/o.r make appropriate revisions to plans, specifications, and calculations as follows: Butte County allows'1500 psf allowable soil bearing pressure without a. soils report. Criteria sheet shows 2000 psf. Q2. Revise wind loading calculation per UBC Chapter 23, Part II. Seismic loading is not in accordance with UBC Chapter 23, Part III. In order to'design for governing load (wind or seismic), the loading should be in accordance with UBC Chapter 23 for 75 mph wind and Seismic Zone 3. XClarify use of Dense No.1 rafter grade. This is an uncommon grade which requires special order. Note lumber grades on plans per calculations. STYG 6 USI&C UN!lSGI,-f'C There is no need to include copies of UBC Tables in calculations. Plans must include complete specifications for all structural materials including lumber, CMU block, grout, mortar, reinforcing, concrete, etc. Plans must indicate reinforcing requirements at openings per UBC Sec. 07(h). 1 9` Simpson holdowns are not listed to be used in CMU walls.. Analyze anchorage 0l0. Provide an analysis of the CHU shear wall which accounts for relative rigidities of the piers .VO_r OOAJ`G • xUBC Sec. 2517(h) requires a ridge board between rafters, and that rafters be nailed to adjacent ceiling joists to form a continuous tie. Revise sheet 5 of plans accordingly. G L"tiws , T/ PSS 4/6 -- U 1 r.Clarify "concrete column" shown on Detail I, sheet SI. Specify thickness of concrete at deck. Footings shown in living room and dining room area are inadequate. J�Gv• Provide analysis of uplift at "HD2A in column". OAf�D.S &47- DOA1A1 �-6 Indicate door and window sizes on floor plan. � V 90rMC7 G mo XOIIJArE S/w OAU OP(A ► , sc e v &)U 17 Provide exterior door or window in each bedroom that complies with UBC SEC. 1204. i. Permit Applicant: Ayres Permit # 93-1793 Date : 5/16/94 The above refere.nced building plans were reviewed by this o.f.fice. Provide additional information and/or make appropriate revisions to plans, specifications, and calculations as.follows: 18 .Provide energy design compliance per C.E.C. requirements. CervXig. Revise shower stall to comply with U.P.C.. Sec. 909(d).�� 5;4/CW&x . The submitted plans are not legible and do not comply with UBC Sec. 302(d). Provide legible plans. of sufficient clarity to determine compliance with UBC requirements. The plan check was not completed due to insufficient plans. Lan Cock Barnhart Brown & Associates 2060 Park Ave. Oroville, CA 95965 �:. ame ount y ! A L' G= NA'URAL 141EALTH A D BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (9161538-7541 - FAX: (916) 538.2140 DATE: 8/3/94 RE: Proposed Residence A. P: 062-310-001 With reference to the above subject, attached is: [X ] Plan check list [X ] Red marked calculations [ ] Red marked plans Other: ACTION REQUIRED: [X ] Comply with plan check list [X ] Resubmit plans with revisions as required [X ] Resubmit calculations with revisions as required. Remarks: B. P. # 93-1793 If you should have any questions, please call (916) 538-7541, between 3:00 & 5:00. Sam Ayres 2215 Spencer Avenue Oroville, CA 95966 Enclosure Ver truly yours, John R. Henry Plan Check Engineer .S'��NT SO 1,74 0 : Po Permit Applicant: Sam Ayers Permit# 93-1793 Date: 8/3/94 The above referenced plans were reviewed by this office. . Provide information and/or make revisions to plans, specifications, or calculations as follows: 1. In -order to design for governing load (wind or seismic), the loading should be in accordance with UBC Chapter 23 for 75 mph wind and Seismic Zone 3. Revise wind loading calculation per UBC Chapter 23, Part II. Seismic loading is not in accordance with UBC Chapter 23, Part III. 2. Plans must show means of holdown bolts into footing at CMU walls and column. 3 Tie spacing at CMU Column must comply with UBC Sec. 2409. 4. Provide analysis of the CMU shear walls which accounts for relative rigidities of the piers. The revised calculations do not address this requirement. 5. Coordinate sizes of windows on plans, in schedule, and in energy calculations. Where is window I?. 6. Provide adequate light in kitchen per UBC Sec. 1205. 7. Clarify egress window requirements at bedrooms per UBC Sec. 1204 at Specify window type which complies with requirement. Your response to the plan check letter states, "The code provides the Engineer with the authority to utilize judgement in assigning design values". No such discretionary allowance exists. The Uniform Building. Code is a form of statute law which registered engineers and licensed architects are obligated to adhere to. Refer to enclosed example. R .51A116�/c Cm�,ogvrs l�/ElZE 3btf7' is ccmk . BACK CHECK ITEMS Sam Ayers Home, Lot 160 Cedar Lane Ponderosa Pines APN 062-310-001 June 9, 1.994 Building Permit No. 93-1793 The items in the small type are from Plan Check Engineer, John. Henry's "PlanCheck List".that was dated 5/1.7/94. The normal type is the response to each check list item. Butte County allows 1500 psf soil bearing pressure .without a soils report. Criteria sheet shows 2000 psf. The 5/5/94 Criteria sheet show the soil capability. The actual soil• pressure is approximately '1200 psf as shown *-on page 8 of the calculations. The Criteria sheet has beP nnc dinm v. ©2. Revise wind loading calculations per UBC Cb 23, Part 11. A06VISE, The code provides the .Enginee with the authority to utilize judgement in assigning design v lues. This design was based on 10 psf for the wind load' o e inimums per formula (16-1) provide a wind design loadin 8.7 psf hich is.less then that selected. The selected wind loading by the Enginee a ria e. 3. Seismic loading is not in accordance with UBC Ch 23, III. The code provides the Engineer with the authority to utilize judgement in assiping design values.yrnis design was ase o i.cient o,f 0.158 for tne ear qua a loading. Code minimums per formula ( 34-1) provide a possible coefficient of 0.14 which is less then that selected. The Seismic coefficient selected by the Engineer is appropriate. X.Clarify the use of Dense No. 1 rafter grade. The rafter sizes were selected by owner/designer San Ayers and were suitable with the high grade lumber. The plans have been revised to provide a rafter spaci.ng.of 16" and the use of 2x8 Douglas Fir No.l XNote Lumber grades on the Plans per the calculations. Plans have been revised accordingly. XThere is no need to include UCB tables in calculations. Comment noted. UBG . //04r- R-1 ti Sae Ayers Home. page 2 of 3 Back Check of John Henry's 5/17/94 listing June 9, 1994 XPlans must included complete specifications for all structural materials. Plans have been expanded to include the noted specifications. Plans must indicate reinforcing requirements at openings per UCB sec. 2401 h). Plans have been revised accordingly. ABG 9 Simpson holdowns are not listed to be used in CMU walls. Extend holdown into foo Plans have been revised accordingly. N07- NOTED ON f 04111 10. Prov' an analys s of the CMU shear w 1 which accou is fo relative rigidities of the piers. Anal �l `S W145 /1/OT D DOVE ided s supplem tal culations. UBC Sec.2517(h) requires a ridge board between the rafters and that the rafters be nailed to the to adjacent ceiling joists. Revise sheet 5 accordingly. Plans have been revised accordingly f��'o�ia� 71-e55 D12 Clarify 'concrete column' shown on detail sheet S-1. � c 2¢O shown on s The column is a concrete block columnasas Plans have been revised and detail provided accordingly. Specify the thickness of the concrete slab. Plans have been revised accordingly. �The footing shown in the living room and dining room area are inadequate. Comment noted, the designed soil"P" would have been about 2100 psf., Plans have been revised accordingly to provide a soil "P" of_,11 psf; the footing has been increased to t e 1.5 s shown. 15. Provide an analysis of the uplift at 'HD2A' in the column��D7.cJ� Analysis provided as supplemental calcul s'!� lIUlndicate door and window sizes on the floor plan. Plans have been revise accordingly. (i0'/NO0(N 5/Ze5 ail/ 1OL.4N5 �rTH 546-1467v- I 0 0 0.13-362 CC a Exp.3/31/97 1 `p�4r CIVIL ..a�Q� 4 Sam Ayers Home. page 3 of 3 Back Check of John Henry's 5/11/94 listing June 9, 1994 11. Provide exterior door or window in each bedroom that complies with UBC SEC. 1204. Plans have been revised accordingly. 18.Provide energy design compliance per C.E.C. requirements,. Please see the attached analysis made a part of this supplemental submission. 19. Revise shower stall to comply with UPC Sec, 909(4). Plans have been"revised accordingly. 20. Provide legible plans of sufficient clarity t determine compliance the'UBC. Plans .have been revised owner/designer Sam Ayers according to verbal instructions provided to Sam Ayers by John Henry. Q�p f ESS/pNq JA fs c�Fy� Q� C 0� W a: N .13062 A Exp.3131/97 x'1,41 CIVIL F OF. CAL�E� BARNHART-BROWN 5 ASSOCIATES Job No. 93104 2060 Park Ave. Oroville Ca 95966 (916)-533-6451 FAX 534-0809 NOTE: Lownse restannnmt entim - DEPARTMENT OF PUBLIC WOr�h;: `� PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone. 916 536-75at C. COUNTY OF BUTTE '"•' - APPLICATION AND PERMIT ZONING/ BUILDING PERMIT .a SS ES50 RSP a`FC. �- NUMB ._ / J!1 `JJ G1 li( _ SO. FT. OCC. II,DING VALUATION _ TELEPHONE OWNEF�- i /1 / 33. WNERS MAIL IN R /- OIL.���VG�,•+�/j / / ' rc LEPHONE ,'NC QR'S NAME 81 _ONTRACTOR'S MAILING ADORE CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER NK ICF -NSM - Fireplace Total Valuati n Filing Fee Permit Fee Plan Checking Fee ;=,I Plan Checki Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty Permit fee F g;JILDING ADDR Ess / 1 `t �A PLUMBING P,E T Solar or heat pu p wa er heater PARCEL MAP Water piping LOT NO. SUBDIVISION NAME / 30 — Z_ Each qas water heater or vent Gas piping system 1 - 5 outlets USE OF STRUCTURE Building sewer r-1 Mobilehome❑ Other SPECIFY Mobi le Home S G W �cF �uDlexi l TYPE OF WORK Utilities ❑ Installation[ Other[] Permit Fee New Addition Remodel;_ Contractor Describe work: ELECTRICAL PERMIT 500V OR LESS Main service 200AORLESS Main service 20GATO1000AI CONTRACTORS LICENSE LAW NEW CONST. / DWELLING OCCUP•t1<1 OR ADDNS. ( ACC. BLDGS. declare under penalty of perjury (check one): siness(SI NEW CONSTRULTI.OUTLET NON•RESID BRANCH CIRC ITS pQWER APPARATUS e�. NGLE OUTLET IR- I am licensed under provisions lChapt. in ifull forceha du Professions Code and my license AC Ex. Occup(OUTLETS OR FIXTURES OR and ClassificationFIXED License .Jo. APPLS. E Ex. Occup. ONUTLETS IRESID.I A.� the or my employees with wages as .their sole compen- j=J I, as the ownis not intended or offered sation, will do the work,and the structure eHome Facelities Mobpr for sale. (Sec. 7044) exclusi vely contracting with licensed contract- Misc. Wiring [] f, as the owner, am ors. (Sec. 7044) , ,- :, Business and Professions Code I am exempt under Sec. Permit Fee t for this reason Contractor WORKMEN'S COMPENSATION'INSURANCE MECHANICAL PERMIT I declare under penalty of perjury (check one): is for $100.00 (valuation) or less. Heating The permit I have placed on file with the County of Butte Building Department Compensation Insurance or a Certificate Cooping a Certificate of Workmen's of Consent to Self-Insure.Hood as to become subject I shall not employ any person in any manner so Ventilation to the W. C. laws of California. becomewith subject making this statement.forthwith ' Notice to Applicant: If after comply of the Labor Code, y must Contractor to the W. C. provisions shall be deemed revoked. provisions or this permit Home Installation Fee b ve information mobile a 7.00 7.00 5.00 15.00 15.00 Filing Fee` 418.50 037.50 15.00 15.00 %), O v @5.E 20 16 7fid �• 3.00 W15.00� FiIingFee 15.00 . 6.50 N I certify that I have read this application and state that the a o Inspection Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy esentatives OCC CONST TYPE TOTAL FEE $ to building construction, and hereby authopf or inspection opurpo es -f the o t enter upon the above-mentioned property f Butte against MD CDF R BUtte O HAZ 0 FEES IMP L I also agree to save, indemnify and keep harmless the may in an wayaccrue �. all liabilities, judgments, costs, and expenses whofhthis may Y applicable provi against said County in consequence of the granting /,/ /i This permit is hereby issued under the app X Date sions of the Butte County Code and/or resolutions to do . i; Owner Contractor ❑ Agent ❑' work indicated above for which fees have been paid. Signature of Applicant' DIRECTOR OF PUBLIC WORKS and demoli;'ion or construct- An OSHA permit is required for excavations over 5'0" deep By Date ion of structures over 3 stories in height. "- �' PERMIT EXPIRES Date - - g/2��9� � ��2 Goa/v r,✓� d7�1-r✓ c�Y �G �Z t S S7/G L �onGc��vG C�/✓ P�'�✓S �i � D�GG�t/. ¢�E�v • �1-�uS S--S-,q �E� b CtKcs 515��� Permit -Applicant: Ayres, Permit B 93-1793 The above referenced building plans were reviewed by this office. Provide- additional .information'and/or make appropriate revisions to plans, specifications, -and calculations as follows: XButte County allows -1500 psf allowable soil bearing pressure without a- soils report. Criteria sheet shows 2000 psf. �2. Revise wind loading calculation per UBC Chapter 23, Part II. Seismic loading is not in accordance with UBC Chapter 23, Part III.. �./ In order to design for governing load (wind -or seismic), the -loading should be in accordance with UBC Chapter 23 for 75 mph wind and Seismic -Zone 3. Clarify use of Dense No.l rafter grade. This is an uncommon grade which requires special order. '5. Note lumber grades on plans per calculations. XThere is no need to include copies of UBC Tables in calculations. Plans must include complete specifications for all structural materials including lumber, CMU block, grout, mortar, reinforcing, concrete, etc. ,0Plans must indicate reinforcing requirements at openings per UBC Sec. �2407(h). Simpson holdowns are not listed to be used in CMU walls.. Analyze anchorage or embed holdown anchor bolts into footing. 10. -Provide an analysis of the CMU shear wall which accounts for relative rigidities of the piers. XUBC Seer 2517(h) -requires a ridge board between rafters, and that rafters be niled to adjacent ceiling joists to form a continuous tie. Revise sheet 5 of plans accordingly. 12. Clarify "concrete column" shown on Detail I, sheet SI. 13. Specify thickness of concrete at deck. 14. Footings shown in living room and dining room area are inadequate. 15. Provide analysis of uplift at "MA in column". 16 Indicate door and window sizes on floor plan. - ��Q2���a� �� ��� ��=lia��`""'sly= ,��� �K 17. Provide exterior door or window in each bedroom that complies with UBC SEC. 1204. Permit Applicant: Permit # 93-1793 Ayres i Date: 5/16/94 The above referenced building plans were reviewed.by this office. Provide additional information and/or make appropriate revisions -to plans, specifications, and calculations as. follows: 18 Provide energy design compliance per C.E.C. requirements. 19. evise shower stall to comply with U.P.C.. Sec. 909(d). The submitted plans are not legible and do not comply with UBC Sec. 302(d). Provide legible plans -of sufficient clarity to.determine compliance with UBC requirements. The plan check was not completed due to insufficient plans_ 1 .J1 STATE OF ' Ss. COUNT 0 On re me, the ue personally appeared �j(A_ jnn�� ?,-, 9-3-24561 , a Notary Public in and for said State of Signer(s) ❑ Personalty known to me OR ❑ proved to me on the basis of satisfactory evidence .,�,•7Ya,,k^ ,e&..i 1 w e Y AZEVEpO aCOP�1fv1. #990044 a, a NOTARY PUBLIC -CALIFORNIA M BUTTE COUNTY V Aly comm, EzOres March 31, 1997 J (This area for official notarial seal) 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. Witnes y ha a d official seal. i _ Sia Lure Of N ry Name (Typed or Printed) Capacity Claimed by Signer: ❑ Individual(s) ❑ Corporate Officers) Title(s) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Subscribing Witness ❑ Guardian/Conservator ❑ Other: Signer is Representing: Name of person(s) or Entity(ies) 2. ATTENTION NOTARY: Although the information requested b is optional, it c u)d preven"fraudent m nt of this certificate to a other ocu nt. �1 THIS CERTIFICATE Title or Type of Document rL d MUST BE ATTACHED TO THE DOCUMENT Number of Pages -� Date of Document DESCRIBED AT THE RIGHT: Signer(s) Other Than Named Above sAv-,g, (11/91) END OF DOCUMENT rn to DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT `c tion 26-8.1 of the Butte terequires this acknowledgement prior to issuance of a building FOR RESIDENTIAL DEVELOPMENT County Code be recorded permit. The property described herein is adjacent93-0245671 I to land or included within an area zoned for agricultural purposes, and residents I of this property may be subject to incon- . Recorded I veniences or discomfort arising from the Official Records I use of agricultural chemicals, including, County of I but not limited to herbicides, pesticides, Butte I and fertilizers; and from the pursuit Candace J. Grubbs I of agricultural operations including, Recorder I but not limited to cultivation, plowing, 10:24am 16 -Jun -93 I spraying, pruning, and harvesting which - 93-24551 Rec Fee 8.00 Cash 8.00 COUNTY OF BUWE BUILDING DEPT JUN, 2 2 1993 PUBL XX 2 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.: -'situate in.the.County of Butte, State of California, .-described as follows:rr lof I60 CtCCerifl/t,to f�a'f Cerlcc"(1) Ma eccT f1ep, POW6HZ-DSA �tV(SceN,I/ wA<C� ISP L-195 L I te� Ih `i e e f fIc\0 o f �Le ZQCOrcQev D `('kms czuvt44C�I��I J / �;.N,9 Oh NotV47 1 q(3 I �, � Dbk 3a b- Maps , -� pc5es 1 I d r Date: , State of ) On this the day of SS. under s' ed Notary P i County of ) I <,v l PROPERTY 0 IS: 194.5, before me, the personally appeared T.AZEVED�~ p Personally known to me. 0 Proved to me on the basis W of satisfactory evidence. N " NOTARY PUBLIC-CALIFORNIACOMM- �be the whose ) � IS - BUTTE COUNTY 'ao e per sonose name MY Comm. Ex res March 31,1991 g a -'subscribed to the within instrument and acknowled ed that .executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No 3(y-001 ^000 ary Public 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS -'TO LOOK OUT FOR ; + VSta1rway,'det*diI5: -landings, rise and run, head clearance, handrails Sec. 3306). 2. Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). < . • � ,. `tea � �; Dior plaster — weep screeds (Sec. 4706). oper roof pitch for roof convering (Chapter 32). Roof covering type — (fire hazard). +. o m insulation — protection. " 36" halls and stairways. 9----b4u na over garage — complete 1—hour separation required on garage side including supporting walls and posts, etc. wo exits on three—story dwellings (sec. 3303 & see Mezannines — 1716). 1 . is access and ventilation (Sec. 3205). - 1 Uerfloor access and ventilation (Sec. 2516). 13! Combustion air for fuel burning appliances — L.P.G. requirements. oise requirements on duplexes. 5'• E rgy design. ' 1 Flashing at all exterior openings. Lt,--C'DF responsible area requirements. S -/o - C? 4 C f{v�N F �c S Fob oe o Foy �� WIW W W SIZE o N I=t vOR AL+4 3� D �XT�2loQ Doo' OR pow 10•� 6AC" W5 -P -M. - -TMXT O G I�TiaT i OSA6 w W 6% LO M P t 1 A q4 CE U) PTEA . ewE R4.%i A&Q lt-as . S Na W F R- 5'"M t k. TD 60 H P LM W17 --t4 �e-CL=1VES New NS SSS P t' � gL,EUoMS wt-mv O w NE R— sE't'S To 0 L' 7,0 p �t;Q'fl ,UD w M PIC • �� RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) OWNER Al2ES GE/NERAL �Xa]luation. oing requirements: (sideyards and number G0V'Q6GT6a /�#45— Pl Plans signed by designer. _roper description of work on application. xi ting violations on property. Bldg. Permit # 3 - i 1 A.P. # Plan Checker of permitted living units). 8/91 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). �e orded notice of violation. PLOT PLAN Y/ Complete parcel size and dimensions. 20--�Setbacks, sideyards, easements, etc. ler buildings or structures. 41/ Grading, fills, drainage. 54' --Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non -comb - us e, and foundations). 17 FAU & FAS road setback. iing or utilities across lot lines (Record form). FLOOR LAN �omplete''to sca16'plan'with dimensions: IN a W quired, windows for light.and ventilation ... Required'•windows for Second exif (Se'c. 1204).` • " ' , g ts. (Chapter, 34 .& .Sec.. 5207). . 50, Human impact glass (S' 5406). ' 6✓ equired room sizes, ceiling heights (Sec -•1.207).` :} , �CIs in baths, garage;, kitchen, and exterior outlets (Article 210-8). 18. Light fixtures, switches;•receptacles,- and exterior -receptacles for main- nance of mechanical equipment. ocatiorns 'of 'water 'hea•t•er;� heating Wand cooling eq,u,ipment;!.!•9ther. electrical ' or gas equipment. _ e firewall, door size, and closer (Sec. `503(`d')(3))%` 1° exterior', exit door -(sec. 3304,' (f) . 1 re e and wood stove location, alcoves, and clearance.' 1 e detectors (Sec. 1210). 16—."'Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS tandard bracing.or• engineered, design (Tabl'e 25V) usual shape, size, or split level house-requiring•lateral.design. Clerestory; -requiring balloon framing and/or -engineering. -ee story building requiring engineered. calculations and plans. Fou _9,d&tion plan complete enough to`construct building. C oor construction details complete enough to construct building. .-Elevations and wall construction detai,ls•complete enough to construct building Roof construction details complete enough to construct'building. —replace construction details and calcs if necessary. 1 after ties or bearing ridge beam. 1-.�age door or porch header sizes. 1Fe Stu_d, heights. soils - special foundation design. aining walls requiring design. cial Inspection required. S FLO°F--- --�p QST' jn I �P v �-�i fav �� ,� �• F� X20 0 Q Pd'? -T -r O Lu -A, L, CP 7, do c�C— 9 Y-rr ..� ST�et) 64! Av '4IDI VJG L jots"' puER to�OE� r- if f q s a E p15� Wrr� 6wu��� Z SES OF ®wW6r_ ag 14 C: CONCRETI 4;s3 PM ------------------------------------------------------------------------ REV 2-22-93 CONCRETE RETAINING WALL 2;22143 ------------------------------------------------------------------------ DESCRIPTION 'j%RETAiNING MALL Ai GARAGE ------------------------------GENERAL DATA------------------------------ WALL TYPE 2 I =' SUPPORTED 2 => CANTILEVERED LATERAL LIAR TYPE` 2 1 =` WIND/EARTHQUAKE 2 =i SOIL PRESSURE BACkFILL SLOPE 0 HORIZONTAL 0 VERTICAL SOIL WEIGHT - .110 KCF -------------------------------- LOADING --------------------------------- Wdl MINIMUM ; Wdl + W11 MAXIMUM .612 KIPS EFP '> 030 KCF SLOPING BACKFILL SURCHARGD .000 KCF TOTAL EFP 03(! KCF SURCHARGE 2.000 KIPS 1 SURCHARGE HEIGHT 2.909 FEET FOR RETAINING WALLS UNIFORM LATERAL LOAD ` 000 KSF 11EARTHOUAKE/HIND LOADING DESIGN STRESSES------------------------ •-----------------------ALLOWABLE ttiSOILiBf ALLOWABLE PASSIVE (VERT.) r 1.500 KSF ALLOWABLE PASSIVE (HORIt.)) .150 KSF/FT DEPTH 11tCONCRETE€ii f'c 2.500 KSI fy ` 40.060 KSi Es ; .30( AO0PSI m ;> 18624 ----------------------=--------WALL DATA -------------------------------- CANTILEVERED WALL MAY USE VARYING THICKNESS SEGMENTS SEGMENT 'Adl ACTUAL t ACTUAL d MAX. d 1 1000 TO 4,0170 .300 6.000 3.000 .50(i .41 .000 I L1 , 0f)(I , mv) non .000 ,1.00 3 , 000 TO 1100 606 .61110 00 0(!11 • SEGMENT b�dA2 M FACTOR Mu Mn As 1 108.000 1.018 1.100 1.131 1.923 .20' .000 00(! 1,1110 , 00(1 , 000 417c7 3 ,1!11(!1.10;7 0017 !1(1(1 (Ill(! civ • - r +fes -15 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Aires Residence Date..... 12/29/94 Project Address........ 0.900 LIVING .7O lermit RAISED Documen Author... Company Marty Runne s Energy Calculation Svcs. Drapes.Std Bui in< ]Ell GL 0.850 ................ Telephone .............. (916) 894-8466 / 246-9522 32.3 P ah C hc 1 Date Compliance Method...... MICROPAS4 by Enercomp, Inc. 0.670 Fill, c Date Climate Zone........... 11 2 Drapes.Std MICROPAS4 v4.02 File -94324S Wth-CTZ11S92 Program -FORM CF -1. User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... 1810 sf Single Family Detached New Front Facing 270 deg (W) 1 2 Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type kR�=value U -Value Location/Comments Wall+R-13 FRONT, Door Roof R-0 30 1 S1abEdge R-0 Floor R'19� C_r Orientation Window Window Window Window Window Window Window Window Window Door Front Front Front Lef t Back Back Back Right Right Right Type (w) (NW) (W) (N) (E) (E) (E) (S) (S) (S) 0.088 FRONT, FRONT -LEFT, 0.330 FRONT, FRONT -LEFT 0.031 TO ATTIC 0.900 LIVING ROOM 0.037 RAISED FLOOR FENESTRATION # of Area an- ( s-f)—Value es Interior Shading/. Description 39.5 0.850 2 Drapes.Std 9.0 0.850 2 Drapes.Std 12.3 0.850 2 Drapes.Std 8.0 0.850 2 Drapes.Std 36.0 0.850 2 Drapes.Std 32.3 0.850 2 Drapes.Std 6.0 0.670 2 Drapes.Std 72.0 0.670 2 Drapes.Std 25.0 0.850 2 Drapes.Std 34.0 0.570 2 Drapes.Std Exp` osed3 ,__ -_--- S1abOnGrade Yes THERMAL_MAS.S LEFT, BACK, RIGHT Exterior Shading None None None None None None None None None None Over- hang/ Framing Fins Type None Metal Yes Metal Yes Metal None Metal None Metal Yes Metal Yes Metal Yes Metal Yes Metal Yes Wood Area Thickness (sf) (in) Location/Comments 358 6.0 LIVING ROOM LSUTTE COUNTI WILDING DEPARTMEIVI APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 Project Title.......... The Aires Residence Date..... MICROPAS4 v4.02 File -94324S Wth-CTZ11S92 Program -FORM CF-: User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Resi( Equipment Type Furnace--) ACSplit EVAC SYSTEMS Minimum Duct Duct Thermostat Efficiency Location R -value Type 0.780 AFUE Attic R-4.2 Setback 10.00 SEER Attic R-4.2 Setback WATER-HEATINGSY TS EMS Tank Type Heater Type Distribution Type Number Tank in Eyriergyo- Size System FIr_ r (gal) Storage Gas Standard 1 �2—E.F.) 40 ,. SPECIAL FEATURES/REMAR' S This house meets all criteria for a Woodstove to be used as a primary heat source as defined in section 8.3 of the Residential Manual. A backup heat source is required and it shall be capable of providing 100% of the heating load. This backup source shall be fueled by propane if propane is available on site. CF -1R 12/29/94 ice Exit ern -a-1 Irisulaton R= value l_- _ 2 �� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 Project Title.......... The Aires Residence Date..... MICROPAS4 v4.02 File -943245 Wth-CTZ11S92 Program -FORM CF User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Resic COMPLIANCE STATEMENT CF -1R 12/29/94 ice This certificate of compliance lists the building features and per.ormance specifications needed to comply 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 Features/ Remarks section. DESIGNER or WNER Name.... Name.... Company. Company. Address. a Address. Phone ... '�_ 7, ; -- a r a Phone ... License. Signed.. - Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Marty Runnells Energy Calculation Svcs. 1907 Mangrove Ave. Ste D Chico, California 95926 (916) 894-8466 / 246-9522 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 Project Title.......... The Aires Residence Date..... Project Address........ Documentation Author... Marty Runnells Burin( Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 P an C c Compliance Method...... MICROPAS4 by Enercomp, Inc. Field C) rl imm4'C 7.nnp _ . . . . . . . 11 MF -1R . 12/29/94 Permit k Date �c Date MICROPAS4 v4.02 File -943245 Wth-CTZ11S92 Program -FORM MF -7.R User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. ✓ 150(b): Loose fill insulation manufacturers labeled R -Value. ✓ *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; f minimum R-8 in concrete raised floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 PA perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls Doors and windows between conditioned and unconditioned a. spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints ✓ and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with N A Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Aires Residence Date..... 12/29/94 MICROPAS4 v4.02 File -94324S Wth-CTZ11S92 Program -FORM MF- User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Resic ace SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASUI ;S Desiq i- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. V/ 150(1): Setback thermostat on all applicable heating systems. ►/ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired.storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually ✓ operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. N A 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). V LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling ✓ fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Standard Page 1 C -2R Project Title.......... The Aires Residence Date...... 12/29/94 Project Address........ 13.92 14.20 -0.28 Documentation Author... Marty Runneiis Builthq Termi.t Company ............... Telephone.............. Energy Calculation Svcs. (916) 894-8466 / 246-9522 Plan Che !: Date Compliance Method...... MICROPAS4 by Enercomp, Inc. FieldCh,. Date Climate Zone........... 11 MICROPAS4 v4.02 File -94324S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Residence MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.92 14.20 -0.28 Space Cooling.......... 12.74 14.34 -1.60 Water Heating.......... 12.58 10.68 1.90 Total 39.24 39.22 0.02 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 1810 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Raised Floor 1 14659 cf 988.5 sf 988.5 sf 357.5 sf 15.1 % of FA 8.1 ft BUILDING ZONE INFORMATION (Package E) Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1810 14659 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Aires Residence Date..... 12/29/94 MICROPAS4 v4.02 File -943245 Wth-CTZ11S92 Program -FORM C User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Resi !nce OPAQUE SURFACES Area U- Insul Act Solar Form 3 Lo(ation/ Surface (sf) value R-val Azm Tilt Gains Reference Coi!tments HOUSE 1 Wall 419 0.088 R-13 270 90 Yes None FRONT 2 Door 20 0.330 R-0 270 90 Yes None FRONT 3 Wall 179 0.088 R-13 300 90 Yes None FRONT -LEFT 4 Door 20 0.330 R-0 300 90 Yes None FRONT -LEFT 5 Wall 340 0.088 R-13 0 90 Yes None LEFT 6 Wall 605 0.088 R-13 90 90 Yes None BACK 7 Wall 323 0.088 R-13 180 90 Yes None RIGHT 8 Roof 988 0.031 R-30 0 0 Yes None TO ATTIC 10 Floor 631 0.037 R-19 0 0 No None RAISED FLOOR PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 9 SlabEdge 54 0.900 R-0 No LIVING ROOM FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 15.0 2 Metal Slider 0.850 270 90 0.88 0.78 Drapes.Std 2 Window 9.0 2 Metal Slider 0.850 300 90 0.88 0.78 Drapes.Std 3 Window 6.0 2 Metal Slider 0.850 270 90 0.88 0.78 Drapes.Std 4 Window 12.3 2 Metal Slider 0.850 270 90 0.88 0.78 Drapes.Std 5 Window 8.0 2 Metal Slider 0.850 270 90 0.88 0.78 Drapes.Std 6 Window 10.5. 2 Metal Slider 0.850 270 90 0.88 0.78 Drapes.Std 7 Window 8.0 2 Metal Slider 0.850 0 90 0.88 0.78 Drapes.Std 8 Window 9.0 2 Metal Slider 0.850 90 90 0.88 0.78 Drapes.Std 9 Window 12.0 2 Metal Slider 0.850 90 90 0.88 0.78 Drapes.Std 10 Window 15.0 2 Metal Slider 0.850 90 90 0.88 0.78 Drapes.Std 11 Window 8.0 2 Metal Slider 0.850 90 90 0.88 0.78 Drapes.Std 12 Window 6.0 2 Metal Slider 0.850 90 90 0.88 0.78 Drapes.Std 13 Window 6.0 2 Metal Slider 0.850 90 90 0.88 0.78 Drapes.Std 14 Window 6.0 2 Metal Fixed 0.670 90 90 0.88 0.78 Drapes.Std 15 Window 12.3 2 Metal Slider 0.850 90 90 0.88 0.78 Drapes.Std 16 Window 18.0 2 Metal Fixed 0.670 180 90 0.88 0.78 Drapes.Std 17 Window 18.0 2 Metal Fixed 0.670 180 90 0.88 0.78 Drapes.Std 18 Window 18.0 2 Metal Fixed 0.670 180 90 0.88 0.78 Drapes.Std 19 Window 18.0 2 Metal Fixed 0.670 180 90 0.88 0.78 Drapes.Std 20 Window 12.5 2 Metal Slider 0.850 180 90 0.88 0.78 Drapes.Std 21 Door 17.0 2 Wood Hinged 0.570 180 90 0.88 0.78 Drapes.Std 22 Door 17.0 2 Wood Hinged 0.570 180 90 0.88 0.78 Drapes.Std 23 Window 12.5 2 Metal Slider 0.850 180 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Aires Residence Date..... 12/29/94 MICROPAS4 v4.02 File -94324S Wth-CTZ11S92 Program -FORM C-2 User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Resi nce OVERHANGS AND SIDE FINS Window- Overhang Left Fin - :eight Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Window 9.0 3 n/a 1.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 12.3 3.5 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 8.0 4 n/a 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 6.0 3 n/a 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 6.0 3 n/a 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 6.0 4 n/a 2 .25 n/a n/a .n/a n/a n/a n/a n/a n/a 15 Window 12.3 3.5 n/a 2 .25 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 18.0 6 n/a 3 1.67 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 18.0 6 n/a 3 1.67 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 18.0.6 n/a 3 1.67 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 18.0 6 n/a 3 1.67 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 12.5 5 n/a 2.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 21 Door 17.0 6.67 n/a 2.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 22 Door 17.0 6.67 n/a 2.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 12.5 5 n/a 2.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 358 6.0 28.0 0.98 R-0.0 LIVING ROOM HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.780 AFUE Attic R-4.2 0.880 ACSplit 10.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .62 40 R-12 SPECIAL FEATURES/REMARKS This house meets all criteria for a Woodstove to be used as a primary heat source as defined in section 8.3 of the Residential Manual. A backup heat source is required and it shall be capable of providing 1000 of the heating load. This backup source shall be fueled by propane if propane is available on site. m COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Aires Residence Date..... 12/29/94 MICROPAS4 v4.02 File -94324S Wth-CTZ11S92 Program -FORM C-21 User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF.Resic: ice 13 SPECIAL FEATURES/REMARKS HVAC SIZING Page 1 HVAC Project Title.......... The Aires Residence Date..... 12/29/94 Project Address........ 6958 - 3423 Documentation Author... Marty Runne s Bul-ITE Permit Com an ............... Company Y• Telephone .............. Energy Calculation Svcs. (916) 894-8466 / 246-9522 Plan Ch, k -- -Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Fief) 7cDate Climate Zone........... 11 MICROPAS4 v4.02 File -94324S Wth-CTZ11S92 Program -HVAC SIZ:iCdG User#-MP1333 User -Energy Calculation Svcs. Run -1810 SF Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1810 sf 14659 cf Front Facing 270 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain ..................... Ducts............................ Sensible Load .................... Latent Load ...................... deg (W) Heating Cooling (Btuh) (Btuh) 11181 5742 8377 5445 n/a 6958 8338 3423 n/a 2100 2790 2367 30686 26036 n/a 5207 Minimum Total Load 30686 31243 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is. the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. UtYAn i mciv i Vr VCvGLvrmcn 1 v�-v—w 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: 1916) 538-2140 1/4/96 SAM AYRES94-1706 - _ RE: Building Permit # 2215 SPENCER AVE Expiration Date: 2/7/96 OROVILLE, CA 95966 A. P. # 062-310-001 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below: IM Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. If our records are in error or should you have any questions concerning this matter, please contact the OROVTTTR office. Thank you for your prompt attention concerning this matter. Yours very truly, C , Michlael C. Vieira, C.B.O. MCV•ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 eoutdtp q �� u OROVILL.E, CALIFORNIA GENERAL CLAIM CLAIMANT:'-----' RIK rt? ADDRESS: I -� o - 14 CITY & STATE: ' IMPORTANT: DATE OF CLAIM: �e % 19 c1 S SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT CLAIM NO. CLERICAL ERROR. B.P.#93-1793, RECEIPT #143242. INV. DATE ENCUMB. GROSS AMT. I A.P. 062-31-0--00.1, OWNER SAM AYERS i I TOTAL $360 '00 I, the underalgned, declare under penalty of perjury that the services or articles claimed have been performed or ere d, and that thi'a claim is true'and correct as stated. \ Dated this ,.... i ............... day of ..1... .A...:......... • 19 y. l.. at l rC.::.i.1 � ...., Callf. .... :." �......... ... n ......... Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or srticlee p fled eb%�, ve ha een 'erformed or de- livered and that there is a Budget AppropriationQ or Specific Board Approval (Checkone, f r miD�'Ls� Dated this ......1. iN................. day or EEPRU .ARX 19..95 at .O�i.OY.ILLE.. Calif. ` ! � Department He d or Authorized Deputy Dept. 0-002 Esp. 4210500 CONSTRUCTION PERMITS Code ............................................ Code ...............................................PAYABLE FROM.......................................................................................... FUND DO NOT WRITE BELOW THIS L NE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. IKV. NO. INV. DATE ENCUMB. GROSS AMT. I i I ematt* of J3utte OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Iald4 S91 ADDRESS: 2-:;L i �^ 1,'-, A.! C CITY & STATE: �JS''� �l;/�' C4 • S ��%lC IMPORTANT: 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 ' CLAIM NO. INV. NO. OWNER DECIDED TO ABANDON PROJECT THIS YEAR. (B.P.#93-1793, ENCUMB. GROSS AMT. A.P.#062-31-0-001, RECEIPT #143242 & #162460, OWNER: SAM AYERS) TOTAL AMOUNT PAID ................... ..................$1116.20 RETAIN REFUND PROCESSING FEE ..................$ 25.00 RETAIN FILING FEES ............................ 0.00 RETAIN B.P. PLAN CHECK FEE....................$319.75 RETAIN ENERGY PLAN CHECK FEE ..................$ 20.00, RETAIN SHERIFF FEES...........................$360.00 TOTAL AMOUNT TO BE RETAINED ........................$ 784.75• TOTAL AMOUNT TO BE REFUNDED ........................$ 331.45 TOTAL $331. 45 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been perfo claim is true and correct as stated. Dated this day of ,,,,,1C•,: t,,,,,,,,, , 19,Y, et„�!,�, I� Calif.,,, ,,,,,,, „Gi(r•1.,, ...... � ...... ` _....... 1 gneture of I, the undersigned, hereby certify that, to the best of my knowledge, the services or artic livered and that there Is a Budget Appropriation O or Specific Board Approval ❑ (Check one Dated this day of .,.,.,TUNE,,,,,,,,,, 19 9,4at OROVILLE , Calif. or slivered, and that this ai. t ....... ....................... ve b en performed or de- ............ .......y. ....�._..e.....................................�........... epartmni ea d or Authorized Deputy Coda 44.Q-00.2, Code , 421,Q.5,QQ,,,,,,,,,,,,,,,,,,,,,PAYABLE FROM RUCrTION PERMITS 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. IV ' —...: �r •n r_: _ .. _: T :_� .. .. .•nom :T:µ. REFUND CLAIM APPLICATION CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL •# 0 I PERMIT # _ 1 RECEIPT NUMBER(S) Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) [ Building Permit Fees [?,�, Sheri f f, Fees + [ ] SRA.Fee (CDF Fire Planning) [ ] Urban Area Fees Disposition of Plans: returned to me at counter. [ ] Plans [ ] Please mail plans to me at above address.- ddress:Please Please dispose of plans. SIGNATURE _ DATE FOR BUILDING DIVISIP PSE: ja Receipt Information: Number: Date: El Processing Fee: Bldg Filing Fee Plbg Filing Fee Elec Filing Fee Mech Filing Fee Energy P/C Fee Plan Check Fee Inspection Fee Total Amount Retained TOTAL REFUND DUE TRANSMITTAL "M DATE: JOB NO.q�—,Qq $ ` SUBJECT: A Californio Corpororion ATTENTION: 1( A.P.# ENCLOSED PL E FIND THE FOLLOWING: 144REWITH ❑ UNDER SEPARATE COVER VIA ❑ Application ❑ Computations ❑ Authorization ❑ Owner's Certificate calculations ❑ Description ❑ Check for $ ❑ Road Maintenance ❑ Design ❑ Deeds ❑ BBA # Client # Agreement ❑ Estimate ❑ Final Map ❑ Environmental ❑ Street Sign,Application ❑ Original ❑ Plat ❑ Public Report ❑ Test Results Wrints ❑ Tentative Map ❑ Subdivider Statement ❑ ❑ Specifications ❑ Title Report # ❑ Zoning & General Plan ❑ THESE ARE TRANSMITTED FOR: QLdFOUR APPROVAL ❑ YOUR INFORMATION ❑ YOUR FILES ❑ CHECKING ❑ RECORDING ❑ REVISION ❑ SIGNATURE ❑ FOLLOW UP ❑ PER YOUR REQUEST REMARKS: I r ��- C� M I COPY TO: SIGNED: "M l%P : &;gjutl & s ; T SWC?/FF FCwS (� ZEPUAID qeCC65SIA16 P6e &ru2j1 ' )eQq& Dei ? S� c4v- � t Project Address........ Lot 160 Ponderosa Pines Butte County Documentation Author... Marty Runnells Company.............. Energy Calculation Svcs. Telephone............... (916) 894-8466 / 246-9522 Compliance'Method..*.... MICROPAS4 by Enercomp,-Inc. Climate Zone........... 11 Plan Check Date .Fie Check/ Date MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Program-FORWCF-1R User#-MP1333 User -Energy Calculation Svcs. .Run -.1832 S:.F:.;Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... 1832 sf Single Family Detached . New Front Facing 270 deg (W) 1 2 Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly (sf) (in) 382 Type 71 R -value U -Value Location/Comments CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page l• CF -1R Project Title.......... The Ayers Residence Date........ 06/02/94 R-18 0.040 CMU WALL, CMU.WALL Project Address........ Lot 160 Ponderosa Pines Butte County Documentation Author... Marty Runnells Company.............. Energy Calculation Svcs. Telephone............... (916) 894-8466 / 246-9522 Compliance'Method..*.... MICROPAS4 by Enercomp,-Inc. Climate Zone........... 11 Plan Check Date .Fie Check/ Date MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Program-FORWCF-1R User#-MP1333 User -Energy Calculation Svcs. .Run -.1832 S:.F:.;Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type.............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... 1832 sf Single Family Detached . New Front Facing 270 deg (W) 1 2 Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly (sf) (in) 382 Type 71 R -value U -Value Location/Comments Wall R-19 0.065 FRONT, FRONT -LEFT, LEFT, BACK, RIGHT Wall R-18 0.040 CMU WALL, CMU.WALL Door R-0 0.330 ENTRY, FRONT -LEFT, LEFT Roof R-30 0.031 ATTIC Floor R-19 0.037 RAISED FLOOR F1oorExt R-19 0.049 TO EXTERIOR S1abEdge R-7 0.550 SLAB EDGE EXT. SlabEdge R-7 0.500 SLAB EDGE EXT. FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (W) -' 14.8 0.760 2 Drapes.Std None None Metal Window Front (NW)" 32.4 0.760 2 Drapes.Std None None Metal Window Right (S) 70.0 0.670 2 Roller.Wht None Yes Metal Window Right (S) 40.0 0.760 2 Drapes.Std None Yes Metal Door Right (S) -34.0 0.570 2 Drapes.Std None Yes Wood Window Back (E) 52.6 0.760 2 Drapes.Std None None Metal Window Back (E) 6.5 0.670 2 Drapes.Std None - None Metal Type Exposed S1abOnGrade Yes S1abOnGrade No InteriorVert Yes THERMAL MASS Area Thickness (sf) (in) 382 4.0 71 4.0 391 8.0 Location/Comments TYPICAL LIVING/DINING CLOSETS/STAIRS/WALLS CMU WALLS LIVING/DINING mt 6 o N n r 31MIS dO Ain oa .,.an,.;u..i..ni.�a . w .�eu...... .�.ix..,exa.�... w:e...�:.s.:..r..nA.:. .. ,r u..ai::... e...a..s,rs..._�::,:.r_sa........ _...:a_.. n�... ;,.i.a.� .u.....,..i....:..,:...u.,.... .,._.. ... ...., .. .. .. r..... �M":.w.:.a�,g,..��,�>. w,M•'� � l.wrt.n� �N��tyy 'wx ,a '�"u. � �a,,. �f"�M�S.;. t�^'WNSS�aw"'•...,......,,., y"y�w���. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page .2 CF -1R Project Title.......... The Ayers Residence Date........ 06/02/94 MICROPAS4 v4.02 File -941525 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.F. Residence HVAC. SYSTEMS Minimum Duct Duct ' Thermostat Equipment Type Efficiency Location R -value Type .Gas 0.780 AFUE Attic R-4.2 -Setback. AirCond . 10.00 SEER Attic R-4.2 Setback WATER HEATING SYSTEMS - Number ...Tank External in Energy 'Size Insulation Tank Type Heater Type Distribution Type- System Factor (gal) R -value Storage Electric PipeInsulation 1 .92 EF 40 R-12 SPECIAL FEATURES/REMARKS 'As per CEC requirements stairs are counted twice when determining square footage. ....iiYi4.:I'�....3Ls;%s.......«tl._1...::.w,.:taa..i�. w.s».�..u:itv+. .Y tnr - :Jwtw. �. u'u.w �..aw, ��.1,..a:�.�'4 ���.3MlYA4�WY�M:�/i�M.(.: n.:;r.eu. �H N.ir1r± �4 .�.• ... � ... .....: .:. .:_ .:... CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page: -3 CF -1R Project Title.......... The Ayers Residence Date........ 06/02/94 MICROPAS4 v4.02 File -941525 Wth-CTZ11S92 Program -FORM -CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.F. Residence COMPLIANCE STATEMENT This certificate of compliance -lists the building features and.performance specifications needed to comply 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.Features/ .Remarks section. , ..-. DESIGNER or OWNER DOCUMENTATION"AUTHOR Name.... Sam Ayres Name.... Marty Runnells Company_......... Company. Energy Calculation Svcs. Address. Address. 1907 Mangrove Ave. Ste D Chico, California 95926 Phone... 533-5013 Phone... (916) 894-8466'/ 246-9522 License. Signed..S Z 9 Signed.. � 211V �L t at ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate ue.tw�ra l(fi�.Lw�?:uwraN �"I.... .... ..... . .. 1q�"l M.";pfAau,.ltd✓r' ...'`�`: 64..,a,w„1;,= .+"t..w*'""t4,..s+�'"'"a-"•, .av n. .w, .7"rni«y�.yAp� '—..+!a......n �.1e rwr MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1, MF -1R Project Title.......... The Ayers Residence Date........ 06/02/94 Project Address........ Lot 160 Ponderosa Pines Butte County Documentation Author... Marty Runnells Company.. Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11.-..._. ... Plan Check Date Field Check/ Date MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Prbgram-FORM>MF-1R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.F.-.Residence Lowr se- residential buildings. subject.to the Standards. must.n,,-.,contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance -requirements. -listed - on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as - binding minimum component performance specifications for the mandatory measures,: whether they are shown elsewhere in the documents or on this checklist only. - BUILDING ENVELOPE MEASURES Design- Enforce er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150 (d) : Minimum R-13 raised floor insulation in framed floors;.... �- minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. yylyYlwM,p:ryNa^�.,�„�I. rl�(.14 • }� l .. .W'i•T".l. 1�-� '� ��IMIM. i{ •,��.r1'•, •I^.^ • .. �1:. �\A.w..J��?Mlw.+"1+ t f. i�/�µ�•�.,.U• 1. �I..1 KH -n 1.1P ...T owl, ... ^W F' MANDATORY MEASURES CHECKLIST:'RESIDENTIAL Page2 MF -1R Project Title.......... The Ayers Residence Date........ 06/02/94 MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.F. Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES . .:Design- Enforce- er ment 110=13: HVAC .,equipment', water heaters, showerheads and faucets,.., certified. -by the CEC. ✓ 150(i): Setback thermostat on all applicable heating systems.:.,.. — V 150(j): Pipe and Tank insulation 1.' 'Indirect 'hot 'water tanks (e.g.-, unf fired storage -tanks or,. -backup-solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2 First 5 feet of pipes closest to water heater tank, non-, recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. S..Piping insulated between heating source and indirect hot water tank. �— *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within: conditioned space. 2. 'Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space.have either automatic or readily accessible, manually ✓ operated dampers. 114: Pool and -Spa Heating Systems and Equipment 1. System is certified with 7811 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa.heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance , with pilot < 150 Btu/hr.).:.. LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. :�.: .�»ii......�.......-.�t.�.:iLY>,rw....t....�..jti...._i�c�.i �i..ia J�-.�.....�_{.rn:s:�.L..:.,a;wlel.:�•Su,).:..,•�::7:�.....�z:.iv.,..n�....:;i:'.._u,....1. ..,.... ___ c.o+.kad.,.n... ».. rte.. i... i.�....,......�... ...�:.�.u,�.:����,�.»y. � �.rt1W •y't'A' ... `1 Loll . .N� w�' H .� ,:i �4I. i.A�-'� • ,..+il%i• .JJ ./�' '.wtNM�w. .V A,. a, „' � .vim IYK J . J..�h.li^.`.►v' .. COMPUTER METHOD SUMMARY Page -1 C -2R Project Title.......... The Ayers Residence Date........ 06/02/94 Project Address........ Lot 160 Ponderosa Pines Butte County ' Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone......*........ (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate'•Zone.............. 11 Plan Check Date Field Check/ Date. MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Program-FORM,,,C-2R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.,F..,,..Residence Energy Use (kBtu/sf -yr) MICROPAS4 ENERGY USE SUMMARY Standard Design Proposed Design Compliance Margin Space Heating.......... 13.83 9.53 4.30 Space Cooling.......... 12.50 9.57 .2.93 Water Heating.......... 12.49 19.61 (sf) Total 38.82 38.71 0.11 ***-Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 1832 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Raised Floor 1 14656 cf 1081 sf, 1030 sf 453 sf 13.7 % of FA 8 ft BUILDING ZONE INFORMATION (Package E) Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 1832 14656 1.00 Yes Setback 8.0 n/a ..,.r .. tiY �.r .i..�Mll.aaaan.l..[��. r.v •-.+y�..+rv..r..�...-.. .. .- . --- - -. �y� � •t••�1:.wri.��uL:.Jz...t.��::.•.b�...t.u.. ..sr'..r�.�t�a.eu+.ae.rxc... .•.....+...t: .. � .. � ..�M'.A'" ��'-LI^ +,y�rw. �•.�o�:. �y�i. �'�r YEN<..r.w N,tlM+'N'ht1+�i+MA�, ...;�y*w. Iayp...�!W"*- w �,, �`. .�IIpMM�I#M""`-ti• _r�,M^'�•�w. . COMPUTER METHOD SUMMARY Page 2 C -2R Prolect Title.......... The Ayers Residence Date........ 06/02/94 MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.F. Residence OPAQUE SURFACES Area U- Insul-Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 138 0.065 R-19. 270 90 Yes None ::.FRONT 2 Wall 362 0.065 R-19 300 90 Yes -None:.`,FRONT-LEFT 3 Wall 75 0:040 R-18 270 90 Yes CMU.WALL.R18';CMU WALL 4 Door 20 0.330 R-0 270 90 Yes None ;::ENTRY 5*Door 18 0.330 R-0 300 90 Yes None -FRONT-LEFT. 6 Wall 244 0.065 R-19 0 90 Yes None 'LEFT ' 7 Door 20 0.330 R-0 0 90 Yes None LEFT 8 Wall 411 0.065 R-19 90 90 Yes None BACK 9.Wall 146 0.040 R-18 90 90 Yes CMU.WALL.RI8'.CMU WALL . ""RIGHT 10'Wall 154 0.065 R-19 180 90 Yes None 11 -Wall 158 0.040 R-18 180 90 Yes CMU.WALL.R18 CMU.WALL 12 Roof 1081 0.031 R-30 0 0 Yes None ATTIC 13 Floor 577 0.037 R-19 0 0 No None RAISED FLOOR 14 F1oorExt 51 0.049 R-19 0 0 Yes None TO EXTERIOR PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 15 SlabEdge 52 0.550 R-7 No SLAB EDGE EXT. 16,S1abEdge 13 0.500 R-7 No SLAB EDGE EXT. FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 8.8-/2 Metal Slider 0.760 270 90 0.88 0.78 Drapes.Std 2 Window 8.8/ 2 Metal Slider 0.760 300, 90 0.88 0.78 Drapes.Std 3 Window 6.0/ 2 Metal Slider 0.760 270 90 0.88 0.78 Drapes.Std 4 Window 8.8 2 Metal Slider 0.760 300 90 0.88 0.78 Drapes.Std 5 Window 8.8 2 Metal Slider 0.760 300 90 0.88 0.78 Drapes.Std 6 Window 6.0 2 Metal Slider 0.760 300 90 0.88 0.78 Drapes.Std 7 Window 15.0i 2 Metal Fixed 0.670 180 90 0.88 0.44 Roller.Wht 8 Window 20.0-/ 2 Metal Fixed 0.670 180 90 0.88 0.44 Roller.Wht 9 Window 2 Metal Fixed 0.670 180 90 0.88 0.44.Roller.Wht 10 Window 2 Metal Fixed 0.670 180 90 0.88 0.44 Roller.Wht 11 Window 0. 2 Metal Slider 0.760 180 90 0.88 0.78 Drapes.Std 12 Door 17.0/ 2 Wood Hinged 0.570 180 90 0.88 0.78 Drapes.Std 13 Door 17.0/ 2 Wood Hinged 0.570 180 90 0.88 0.78 Drapes.Std 14 Window 20.0/ 2 Metal Slider 0.760 18.0 90 0.88 0.,78 Drapes.Std 15 Window 0 2 Metal Slider 0.760 90 90 0.88 0.78.Drapes.Std 16 Window 8.V 2 Metal Slider 0.760 90 90 0.88 0.78 Drapes.Std 17 Window 8.0; 2 Metal Slider 0.760 90 90 0.88 0.78 Drapes.Std 18 Window 2.5 2 Metal Fixed. 0.670 90 90 0.88 0.78 Drapes.Std 19 Window 12.0/ 2 Metal Slider 0.760 90 90 0.88 0.78 Drapes.Std ---'+w.:.r..:.a:�.,.:....e uei::.�i:rt:a.,:i.�...�'�...........,.a............... .,�..,a.•...�......�. �.. . �,.ecve.�.:.r,: ._. v.«..,..s,+...... .,,...a,..N �..c.........,...,..............�.�....,.... ... �_.. .. ... .- .. ....... .... .. �. ems• w.....a. 'Y{>�4'+'"' ,sera. � r �f. a�"y' a, .. �� COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Ayers Residence Date:....... 06/02/94 MICROPAS4 v4.02 File -941525 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.F. Residence Surface 20 Window 21 Window 22 Window # of Area Pan- Frame (sf) es Type 8.8' 2 Metal 8.8-/ 2 Metal "''.4.0-"2 Metal- FENESTRATION SURFACES. Vent SC. SC Interior Open U- Act Glass .Int Shading/ Type value Azm Tlt Only Shade"Description . Slider 0.760 90 90 0.88 0.78.Drapes.Std Slider 0.760 90 90 0.88,0.78-Drapes.Std Fixed 0.670 90 90 0.88- -0.78 1•Drapes . Std OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght, HOUSE 7 Window 15.0 5 n/a 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a*. 8 Window 20.0 5 n/a 2.5. 1 n/a n/a n/a n/a n/a.- n/a n/a n/a,.. 9 Window 20.0 5' n/a 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 15.0 5 n/a 2.5 1 n/a n/a n/a n/a n/a n/a n/a '.n/a 11 Window 20.0 4 n/a 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a:;. 12 Door 17.0 6.67 n/a 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a:_... 13 Door 17.0 6.67 n/a 2.5 1 n/a n/a n/a n/a n/a- n/a n/a n/a 14 Window 20.0 4 n/a 2.5 1 n/a n/a n/a n/a n/a n/a n/a n/a. THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 382 4.0 28.0 0.98 R-0.0 TYPICAL LIVING/DINING 2 S1abOnGrade 71 4.0 28.0 0.98 R-2.0 CLOSETS/STAIRS/WALLS 3 InteriorVert 391 8.0 21.0 0.59 R-0.0 CMU WALLS LIVING/DINING HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency V HOUSE Gas 0.780 AFUE Attic R-4.2 0.880 AirCond 10.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Electric PipeInsulation 1 .92 40 R-12 ..+ .-�..» .P.' ""m•pT"�'...i� �.,,�.,. �„„oe .'Mam ..,....'"��n..�y;v:K-,.,pR.nf�.irr,c: s+povar.+lYi:t�':�eF"K�' COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Ayers Residence Date........ 06/02/94 MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.F. Residence SPECIAL FEATURES/REMARKS As per CEC requirements -stairs are counted twice when.determining square footage. wwnanA tt..'. :�M �.uaa .n.��...a ......+... . , ......... ... . .. ... .. .. ..... .... ..c �.i... .r........ ..... �. .. ..� ... _. ...µ �.w�n�rad:N ..4W.nyw...roww.b �y1tW1i".' ,OFA Miami -A." r.fK n_Ow a, � rP.. .�'�~ ,N„+ •� .'a -i CONSTRUCTION ASSEMBLY Page -1 3R Project Title.... The Ayers Residence Date........ 06/02/94 MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Program-FORM•3R User#-MP1333 User -Energy Calculation Svcs. Run -1832 S.F...Residence Sketch of Construction Assembly Reference Name CMU.WALL.R18:; Description .... CMU WALL W/:;,2.5IN RIGID Type ........... Wall R -Value ........ 18 sf-F/Btuh Framing Material ..... NO.FRAME Spacing ...... 0 inches on center Fraction ..... 0.00 LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 0.875 in stucco 2. PLY.0.38 0.375 in plywood 3. THERMAX.2.5 '2.5 Inch Thermax Sheathing 4. BLOCK.8 8 in filled block 5. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways Z o 4 Sketch of Construction Assembly Reference Name CMU.WALL.R18:; Description .... CMU WALL W/:;,2.5IN RIGID Type ........... Wall R -Value ........ 18 sf-F/Btuh Framing Material ..... NO.FRAME Spacing ...... 0 inches on center Fraction ..... 0.00 LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. STUCCO.0.88 0.875 in stucco 2. PLY.0.38 0.375 in plywood 3. THERMAX.2.5 '2.5 Inch Thermax Sheathing 4. BLOCK.8 8 in filled block 5. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION Cavity Total Unadjusted R -Values Framing Cavity R -Value U.1/ .0.17 0.47 18..00 5.03 0.45 n_rR L4 . Ib Total U -Value: (1 / 24.98 x 1.00) + (1 / 24.98 x 0.00) = 0.040 Btuh/sf-F Total R -Value: 1 / 0.040 = 24.98 sf-F/Btuh Frame.. R -Value 0.17 0.17 0.47 18.00 5.03 0.45 0.68 ,rte"+P� . , ,,„ �." � `. ^�'�4i�ir"""'"`w ..«•^ HVAC SIZING Page 1 HVAC Project Title.......... The Ayers Residence Date........ 06/02/94 Project Address........ Lot Lou Ponderosa Pines Butte County Documentation Author... Marty Runnells Company.. Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Plan Check Date Field Check/ Date MICROPAS4 v4.02 File -94152S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333- User -Energy Calculation Svcs. Run -1832 S.F. Residence GENERAL INFORMATION Floor Area ................. Volume ........ :---- Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............ .. Interior Shading Used...... Exterior Shading Used... . Overhang Shading Used...... Latent Load Fraction....... Description 1832 sf 14656 cf Front Facing 270 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Clain .................... Ducts ............................ Sensible Load ................... Latent Load ...................... deg (W) Heating Cooling (Btuh) (Btuh) 8453 4485 7075 4599 n/a 5692 8336 3423 n/a 2100 2386 2030 26251 22329 n/a 4466 Minimum Total Load 26251 26794 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. A CaClomio Capoiotion BARNHART BROWN `& /1S.SOCIATEV ,�CI���L�E. NGINEERS���;1AND.SURVEYORS��=�� • • %• ' THE PROTECT: Personal home design for & by Sam Ayers Lot 160 Cedar Lane Ponderosa Pines Subdivision APN-062-310-001 2215 Spencer Ave, Oroville, 533-5013 DES I GN OBJECT I VE : The BARNHART-BROWN & ASSOCIATES Job No. 93104 applies to the limited involvement of a vertical and lateral load analysis of the personal -home designed by and for Sam Ayers. The Barnhart Brown plans are to supplement the nine sheets of plans completed by Sam, Ayers. APPL I CABLE CODES.: Uniform Building Code . ..............1991 edition Uni.form.Electrical..Code ..............1991.edition Uniform Plumbing Code . ..............1991 edition Uniform Mechanical Code..............1991 edition GENERAL SITE CONDITIONS: A general site plan was provided by the Owner, together with personal discussions and notes which are a part of this design. The Project location is in the upper elevations of the Ponderosa Pines. Subdivision.'.::-::::Powe'r..,t .s . adjacent.. to the project site on overhead line located hi'the road right of way. The site .has an existing -'-water supply'.:we.11.'...The. individual septic tank and drain fields have been installed& to' serve the home. The soil conditions .at the, site are stiff and stable decomposed it �p � 7�7►/1 gran e with some ,-ma3or.....granlLe units _.exposed. The UBC. .soil classification G " apable of`= siippor.ting long term loads of 1 20 pounds pre square foot hich exceed the loading conditions of opose o (916)534-1911 (916)533-6457 FAX (916) 534-0908 The Project site is wind protected by the surrounding hills and the wooded nature of the.area. The �he__wind exposure Co e t "B" applies to the sub'ect propert pressures will controthe lateral loa des gn or fightht wood frame structures. The seismic loading coefficient is 0.158 will control this stucco home with a concrete deck and some concrete bock walls. The working drawings submitted by Sam Ayers consist of nine (9) sheets and depict the custom home. The plans call for wood frame construction on the upper level and cement masonry units as the load carrying units below. The load analysis consists of 14 pages including this Design Objective. The footing & lateral load analysis was completed by Dan J. Cook RCE 13062, this 21 Day of December 1993 and revised several times. Final submittal May 5, 1994. 3 WW W W W W xxx 4A0V) moo -r �cva daa A A A N N N �5 Sv .-►-� G/J �o .rg O S� -99,4. ,7.,Y /V 9. zx goVESSIpy RF4"e 1�j1z,Onmi 14 rt N .t 6 --7 Ex 97 14 a �o� /-J✓J rql CIV11, f pF CAUF� /Loo2 / Vg 2® "oSr ,3G �inn-ria qvn Kt �✓�Gt - D ) c w f. 7Z//Z zx goVESSIpy RF4"e 1�j1z,Onmi 14 rt N .t 6 --7 Ex 97 14 a �o� /-J✓J rql CIV11, f pF CAUF� /Loo2 / Vg 2® "oSr ,3G �inn-ria qvn Kt �✓�Gt - D ) c w >� REG/SlE, (� a � � m O n G y to co o �. R33 ' N w a �e T Pp f a � � O � lK hi � N w 22-14150 SHEETS 22-142 100 SHEETS A-0 22-144 200 SHEETS ■ M hi WNL N ■ M REG/S o� �U\ al , 4 /4 � N N V N REG/S C. b rl am olft22-141 SO SHEETS 22-142 100 SHEETS AmpAc 22-144 200 SHEETS n O CJ 4� L �U\ 4 /4 C. b rl am olft22-141 SO SHEETS 22-142 100 SHEETS AmpAc 22-144 200 SHEETS n O CJ 4� L ,-I-k k a V IL 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS �k aj m y N go 9 e n 22-141 50 SHEETS 22-142 100 SHEETS HMPAO 22-144 200 SHEETS NO -F CUIZAZ�vT - u6c ml/ CONCRETE MASONRIIINTELS WITHIN b" L -ALLOWABLE TOTAL LOAD, POUNDS PER FOOT f,, = 450 n = 22 fs = 20,000 p.s.i. v = 100 p.s.i. d" 8.5 .25 8. O n Caves` n < P.N 24.5 J r 20.5 Bars d" 8.5 .25 8. 20.5 12.5 24.5 16.5 32.5 20.5 Bars 243 244 243 244 243 244 244 245 244 245 Ms 103 in. Ib. 15.8 27.6 32.9 57.8 49.3 87.0 116.4 176.2 146.3 221.7 m 103 in. Ib. 9.0 10.5 29.0 35.0 54.7 67.3 107.1 123.5 154.0 177.9 ear, Ib. 2017. 1936. 4203. 4060. 6301. 6111. 8178. 7984. 10276. 10046. Span, Ft. 95.2 130. 152. '185. 218. 244. 291. 329. 373. 422. 460. 524. 557. 636. 659. 753. hear, lb. 5608. 5459. 4 375. 437. 1208. 1458. 15774. 16409. 19566. 19240. 22436. 22089. A 5 240. 280. 773. 933. 1315. 1795. p 6 167. 194.. 537. 64$. 913. 1246. 1983. 22. 143. 395. 470. 670. 916. 145;7. 1680. 1980. as 8 94. 109. 302. 365.. 514. 701. 1116. 1286. 1525. 1853. 9 239. 288. 405. 554. 1 881. 1016----1-12 04. 1464. 10 193. 233. 328. 449. 714. 823. 1 975. 1186. 11 2192. 2538. 3140. 1.93. 270. 3.71. 590. 680. 806. 980. 12 228. 312. 496. :,72. 677. 824. Shcur Without Reinforcing GOS. 580. 1260. 1218. 1890. 1833. 2423. 2395. 3082. 301;i. CONCRETE MASONRY LINTELS WITHIN 8" WALL -ALLOWABLE TOTAL LOAD, POUNDS PER FOOT f,„ = 450 n = 22 L = 20,000 p.s.i, v = 100 p.s.i. d" 8.5 12.5 16.5 20.5 24.5 28.5 32.5 36.5 40.5 Bars 244 245 244 245 244 245 244 245 246 245 246 245 246 245 246 245 246 245 246 Ms 103 in. lb. -Ti.-r-03- 58.9 88.5 88.4 134., 118. 179. 148. 225. 314. 257. 379. 318. 444. 365. 510. 412. 575. 459. 642. in. 43.3 49.3 82.2 '-8-4T-q----82=9- 95.2 130. 152. '185. 218. 244. 291. 329. 373. 422. 460. 524. 557. 636. 659. 753. hear, lb. 5608. 5459. 11277. 11013. 14151. 13839. 13589. 15774. 16409. 19566. 19240. 22436. 22089. 25336. 24919. 28236. 27804. Span, Ft. 5 1155. 1315. 2192. 2538. 3140. 6 802. 913. 1522. 1763. 2185. 28'10. 2740. 4040. 7 588. 670. 1116. 1295. 1610. 2070. 2010. 2960. .3320 3490. 8 450. 514. 856. 1992. 1230. 1583. 1542. 22,70. 2540. 2670. 3430. 3310. 4400. 3800. 9 356. 406. 677. 784. 972. 1250. 1217. 1794. 2010. 2110. 2710. 2620. 3470. 3000. 4200. 3390. 4730. 3770. 5380. 10 288. 328. 548. 635. 785. 1013. 985. 1453. 1627. 1715. 2190. 2120. .2810. 2430. 3400. 2750. 3830. 3060. 4280. 11 238. 272. 453. 525. 650. 837. 815. 1200. 1344. 1417. 1813. 1750. 2330. 2010. 2810. 2270. 3170. 2530. 3540. 12 200. 228. 380. 440. 546. 704. 685. 1008. 1130. 1190. 1523. 1472. 1954. 1688. 2360. 1910. 2660. 2120. 2970. 13 324. 376. 466. 600. 584. 860. 903. 1015. 1298. 1254. 1665. 1440. 2012. 1626. 2270. 1810. 2530. 14 280. 324. 400. 517. 504. 742. 830. 874. 1118. 1080. 1435. 1240. 1734. 1400. 1956. 1560. 2180. 5 350. 450. 438. 646. 723. 762. 975. 944. 1250. 1084. 1515. 1222. 17 Cb. 1360. 1900. 16 396. 385. 568. 635. 668. 857. 828. 1098. 950. 1328. 1075. 1490. 1194. 1674. 17 503. 563. 593. 758. 735. 973. 842. 1178. 950. 1330. 1060. 1483. 8 448. 502. 528. 677. 654. 868. 750. 1018. 845. 1183. 942. 1320. 19 4.50. 474. '606. 586. 778. 674. 940. 760. 1062. 846. 1185. 20 407. 428. 548. 530. 703. 608. 850. 687. 958. 765. 1070. 21 497. 480. 638. 550. 770. 671. 868. 692. 968. 22 4.53. 438. 580. 502. 702. 567. 792. 630. 884. 23 532. 460. 643. 520. 725. 5711. 810. 24 488. 422. 592. 477. 666. 532. 744. Shear Without Reinforcing 1682. 1637. 2525. 2465. 3383. 3303. 4245. 4151. 4076. 4732. 4921. 5869. 5772. 6730. 6626. 7600. 7475. 8470. 8341. 0 z m m m m D N 0 z y 22-141 50 SHEETS 22-142 100 SHEETS ^MPA. 22-144 200 SHEETS It N -i\ w R► W Ih N � �171 22-141 50 SHEETS 22-142 100 SHEETS ^MPA. 22-144 200 SHEETS It N -i\ w W Ih N � �171 � o (� V N l� r y � � fns 0 22-141 50 SHEETS 22-142 100 SHEETS ^MPA. 22-144 200 SHEETS It N -i\ w W Ih N � �171 � o (� V N l� y � � N 22-141 50 SHEETS 22-142 100 SHEETS ^MPA. 22-144 200 SHEETS It N -i\ 22-141 SO SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS �- R A T CO v 22-141 50 SHEETS 22-142 100 SHEETS .-AD 22-144 200 SHEETS iq Q W W W W W W xxx N 4n VI 000 v1 O O .- N N a aaa N N N N N N a Ia C= til E c K ,vo r c,C� �T j. 35i —Z 1 ` T / 1-7 � " I to TA uJ-r3 rilo pfl ld o w La/ rn (P1 P3e'ya0.0 a: N� X /31/97 t>< IF Of CAl1F' 9 416` 4 n� N V N 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS m I �r� N � � J c v N N V N 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS m I �r� q V\) 22-141 50 SHEETS 22-142 100 SHEETS HMPAO 22-144 200 SHEETS 1 WSI -C M A Z v- SIMPSON Strong7�d WNrvEcloa9 Typical HDSA Tie Between Floors i-onyrfuea rromprevious page. ttEPA/ ND HOLDOWNS Patent No. 4,665.672 and Canada Patent 1,253,481 #� } To gm da fun tab lebad, the m bots end distancets"ce all holdowme 7 tlWindWinds,the b stud bon Third r(HBIn bib"' This died Into t designed Into the nasi odd Diane TM end distance may be Increased without provlded1g I. -d= 1% nut la not over -torqued, which could split the stud. Z. IBASE I BODY I HEa I SB I W I N I S I SO ICL IA"DIA RI STUD AVG BOLTS ULT wuxta /�1. NBr BE ' IIGna1Tp TwFar u,slluEo HERE ON ND H ' MET • t�1i.�::C ill 1 ryND15 Installation ALLOWABLE LOADS"' 133 I LENGTH OF BOLT a'se IN WOOD MEMBER r tea e awn varves m'C o lance 4. He a the repini uired mmum distance from the end of the stud to the center of the with the U.B.C. and Ib) Inc ultimate IDao on a msteel test jig divided by 2.5. fiat stud boll hole. End distance may be increased a necessary for installation. 2. Allowable bads have been increased 33% for wind or earthquake loading 5. HD12 and HD20A require a 3W minimum stud thickness. Use a minimum stud with no further increase allowed; reduce where other two durations govem, width of SW for Out HD20A: see W dimension. 3. The wood member must be sized for the load carrying rapacity at Ne 6. HD1S requires a minimum Sifi noMnal post. critiul net section, reducing the gross section area for holes or other 7, The anchor embedment and configuration must be specified. See STAB Anchor removed wood as specified in the code. BOIIS and Additional Anchor Designs. STAKANCHOR BOLTS The first tested and inspection -friendly Strong-TreeAnchor Bolts for Holdowns. Strong -Tie anchor bolls are designed to work in conjunction with the HDA Holdown series to provide a systems approach at this connection point Extensive testing has been done on the %' diameter STAB to determine the design bad capacity at a common application, the garage stem wall. The design loads are based on the lowest ultimate, from a series of five tests, with a three times safety factor. SPECIAL FEATURES: • Rolled threads for higher tensile capacity. • Offset angle to reduce side bursting and provide more concrete cover. • Stamped bolt head for identification after pour. • Stamped embedment line to aid installation. . • Configuration results in minimum rebar Interference. INSTALLATION: • See the table to select the appropriate STAB size for the holdown and foundation type to be used. STAB Is suitable for single and double pour installations. • Install STAB before the concrete pour using a holding device (made by others). Must be Installed diagonally at approximately 45' from the wall. Install one Y4 rebar 3' to 5' from top of foundation. • Minimum concrete compression strength is 2500 psi. Unless noted otherwise. no special Inspection is required for foundation concrete when the structural design is based on concrete no greater than 2500 psi (1991 Uniform Building Code, section 3D6 (a) 1). • Use 90% of the table bad for 2000 psi concrete. • Nuts and washers are rat supplied with the STAB; install standard mats, couplers and/or washers as required. OPTIONS: It Other STAB sizes available; contact your Simpson representative for details. CODE NUMBER: ICBO No. 4935. MODEL 2x, 3x and 2-2x SILL PLATES de ADDITIONAL ANCHOR DESIGNS NO. MONOLITHIC f Anchor Type A .0 POUR L -Bolt SELECTION Also see STAB Anchor Botts. The a»chor types shown are made try others and Bend without STAB20 - used with Simpson Strong -Tie holdowns. The design engineer may specify an cracking the outside STAB20 STAB24 alternate anchorage system, provided the anchor diameter is the some. of the bend Portion STAB28 STAB34 CODE NUMBERS: Anchor type A—ICBO No. 4935. Anchor type B—SOCA, -.ter de STA828 -ICBO, •: 4d ' :, .: SBCCI No. NER-393; see also Prestressed Concrete Institute Design MAXIMUM MODEL d 5- MIN.• MINIMUM Handbook (Edition 3), Section 6.5.2. ' DIA LENGTH EMBEDMENT •' " .: - 1. Aflowabte tension bas is DIMENSIONS . b"• (133) STA816 �.—b� for earthquake loading: led." to 88%lar wind MIN MINIMUM MAXIMUM ANCHOR CONCRETE ALLOWABLE STA820 eh 21 16 4600 loading. TYPE DIA MIN b �. END STRENGTH TENSION 20 . 4600 STAB28 1rh 2. Ander embedment length 6 DIST (PSI) LOAD (133) r T_ .. % 34 is DassO on a siegto-Mw _. do T :? le '/a 36 1 concrete toundalion. Anchor Double pour Inundation A 14a 3D f 8 T lad 5 25W 10250 -21/.T-15 Te a systems. masonry waits B e 15 8 3000 15550 •I .. Hex- ead and masonry feelings A 1'i 36 6 2s/. 5 2500 12255 .. must be evaWalee by the Boll designer. B V1. 20 8 Zai 20 1 3000 17500 3. Concrete compression strength is the minimum allowed 6. Spacing between anchors is N, minimum for I 2 lot The anchor Iwo. anchors acting in tension at the same time. 4. Anchor Doll B -A- •F'— le minimum --.I must be ASTM A307: anchor boll A mml 7. DWI minimum and dislance, d,. is lot caner beA36 steel or better. with IY return only Isimilar to STAB28—see, 5. Concrete edge distance. it.. is for concrete exposed le sea Typiul Installations. Ptan view). Otherwise. 19, or the dements; for concrete use against and permanently minimum end distmra is 4IN, full table toad. o COWiOla 1995 SIMPSON STRONG -TIE COMPANY. INC 'exposed to self. d, = T plus hall the anchor diameter. STAKANCHOR BOLTS The first tested and inspection -friendly Strong-TreeAnchor Bolts for Holdowns. Strong -Tie anchor bolls are designed to work in conjunction with the HDA Holdown series to provide a systems approach at this connection point Extensive testing has been done on the %' diameter STAB to determine the design bad capacity at a common application, the garage stem wall. The design loads are based on the lowest ultimate, from a series of five tests, with a three times safety factor. SPECIAL FEATURES: • Rolled threads for higher tensile capacity. • Offset angle to reduce side bursting and provide more concrete cover. • Stamped bolt head for identification after pour. • Stamped embedment line to aid installation. . • Configuration results in minimum rebar Interference. INSTALLATION: • See the table to select the appropriate STAB size for the holdown and foundation type to be used. STAB Is suitable for single and double pour installations. • Install STAB before the concrete pour using a holding device (made by others). Must be Installed diagonally at approximately 45' from the wall. Install one Y4 rebar 3' to 5' from top of foundation. • Minimum concrete compression strength is 2500 psi. Unless noted otherwise. no special Inspection is required for foundation concrete when the structural design is based on concrete no greater than 2500 psi (1991 Uniform Building Code, section 3D6 (a) 1). • Use 90% of the table bad for 2000 psi concrete. • Nuts and washers are rat supplied with the STAB; install standard mats, couplers and/or washers as required. OPTIONS: It Other STAB sizes available; contact your Simpson representative for details. CODE NUMBER: ICBO No. 4935. MODEL 2x, 3x and 2-2x SILL PLATES NO. MONOLITHIC TWO STAB .0 POUR POUR SELECTION H02A STAB16 STAB20 TABLE,' HD5A STAB20 STAB24 7j HDBA STAB28 STAB34 HDIOA STA828 STAB34 TABLE LOAD MAXIMUM MODEL d 5- MIN.• MINIMUM ALLOWABLE NO. DIA LENGTH EMBEDMENT TENSION LOAD 4 (133) STA816 sA 17 12 4420 STA820 eh 21 16 4600 STA824 % 25 20 . 4600 STAB28 1rh 29 24 101o0 STA834 % 34 28 10100 STA836 I '/a 36 1 28 10100 1. Loads may not be increased for short-term leading. Loads appy to eatlhgoake loading: use 88% 01 table load for wind loading. 2. Minimum anchor center.lo•center spacing is 21, [or andars acting in tensional the Same lime. 3. Full tension bad applies when the HUSA IS used wilh the %' diameter STAB. 4. The maximum allowable bad is 8150 ID:. for a STA828 used 5' from the end of a concrete foundation. Use the lull table load when installed 24- from the end or when installed in the corner condition (see illustration.) •. C9mliohl 1993 SIMPSON STRONG. [It COMPANY. INC UoubV/Jlm Identification Bu Line 5762 SIamD Showing y Embedment Angle STAB16 (others similar) . MINIMUM EDGE vI � 1DIS,,TANCE TYPICAL PLAN VIEW INSTALLATIONS �a cam ' war z s Continuous Stem Wall Installation IZ DIAGONAL .0 INCORNER =W APPLICATION f J oa 7j 12MIN. FOR YDIA STAB FOR FULL TABLE LOAD sv� i d 5- MIN.• � 1 y 5' MIN, �»•��•• 14�MI N. �-•• )} MIN. Corner Installation End Wall Installation I �4a ` TABLE NO.25-O—NAILING SCHEDULE Y �4 CONNECTION NAIUNG1 I . Joist to sill or girder, toenail 3-8d 2. Bridging to joist, toenail each end 2-8d 3. 1" x 6" subfloor or less to each joist, face nail 2-8d 4. Wider than I" x 6" subfloor to each joist, face nail 3-8d 5. 2" subfloor to joist or girder, blind and face nail 246d 6. Sole plate to joist or blocking, face nail 16d at 16" o.c. 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2-16d, end nail 9. Double studs, face nail 16d at 24" o.c. 10. Doubled top plates, face nail 16d at 16" o.c. 11. Top plates, laps and intersections, face nail 2-16d 12. Continuous header, two pieces 16d at 16" b.c. along each edge 13. Ceiling joists to plate, toenail 3-8d 14: Continuous header to stud, toenail 4-8d 15. Ceiling joists, laps over partitions, face nail 3-16d 16. Ceiling joists to parallel rafters, face nail 3-16d 17. Rafter to plate, toenail 3-8d 18. 1" brace to each stud and plate, face nail 2-8d 19. l" x 8" sheathing or less to each bearing, face nail 2-8d 20. Wider than l" x 8" sheathing to each bearing, face nail 3-8d 21. Built-up corner studs 16d at 24" o.c. 22. Built-up girder and beams 20d at 32" o.c. at top and bottom and staggered 2-20d at ends and at each splice CONNECTION NAIUNG1 23. 2" planks 246d at each bearing 24. Plywood and particleboard:5 Subfloor, roof and wall sheathing (to framing): 1/2" and less 6d2 19/32"-3/4" 8d3 Or 6d4 T/8"-1" 8d2 11/8%11/4" I Oda or 8d4 Combination Subfloor-underlayment (to framing): 3/4" and less 6d4 7/g"-1" 8d4 11/8"-11/4" IOd3 or 8d4 25. Panel Siding (to framing): 1/2" or less 6d6 5/8" 8d6 26. Fiberboard Sheathing:T 1/2" No. I I ga.8 6d3 No. 16 ga.9 25/32" No. I I ga.8 8d3 No. 16 ga.9 BACK CHECK ITEMS Sam Ayers Home, Lot 160 Cedar Lane Ponderosa Pines APN 062-310-001 June 9, 1.994 Building Permit No. 93-1793 The items in the small type are from Plan Check Engineer, ,john. Henry's "Plan Check List" that was dated 5/1.7/94. The normal type is the response to each check list item. 1. Butte County allows 1500 psf soil bearing pressure without a soils report. Criteria sheet shows 2000 psf. The 5/5/94 Criteria sheet show the soil capability. The actual soil pressure is approximately 1200 psf as shown -on page 8 of the calculations. The Criteria sheet has been an-n-otated accordingly. 2. Revise wind loading calculations per UBC Ch 23, Part II. The code provides the .Engineer with the authority to utilize judgement in assigning design values. This design was based on 10 psf for the wind loading. Code minimums per formula (16-1) provide a wind design loading 8.7 psf which is less then that selected. The selected wind loading by the Engineer is appropriate. 3. Seismic loading is not in accordance with UBC Ch 23, III. The code provides the Engineer with the authority to utilize judgement in assigning design values. This design was based.on a coefficient of 0.158 for the earthquake loading. Code minimums per formula (34-1) provide a possible coefficient of 0.14 which is less then that selected. The Seismic coefficient selected by the Engineer is.appropriate. 4.Clarify the use of Dense No, 1 rafter grade, The rafter sizes were selected by owner/designer San Ayers and were suitable with the high grade lumber_. The plans have been revised to provide a rafter spacing of 16" and the use of 2x8 Douglas Fir No.l 5. Note Lumber grades on the Plans per the calculations. Plans have been revised accordingly. 6. There is no need to include UCB tables in calculations. Comment noted. 41040_ R-1 1Z , Sam Ayers Rome Back Check of John Henry's 5/11/94 listing 1. Plans must included complete specifications for all structural materials, page 2 of 3 June 9, 1994 Plans have been expanded to include the noted specifications. 8. Plans must indicate reinforcing requirements at openings per UCB sec. 2401(h). Plans have been revised accordingly. 9. Simpson holdowns are not listed to be used in CMU walls. Extend holdown into footing. Plans have been revised accordingly. 10. Provide an analysis of the CMU shear wall which accounts for relative rigidities of the piers, Analysis provided as supplemental calculations. 11. UBC Sec.2511(h) requires a ridge board between the rafters and that the rafters be nailed to the to adjacent ceiling joists. Revise sheet 5 accordingly. Plans have been revised accordingly. 12. Clarify "concrete column" shown on detail sheet S-1. The column is a concrete block column as shown on sheet 5. Plans have been revised and detail provided accordingly. 13. Specify the thickness of the concrete slab. Plans have been revised accordingly. 14. The footing shown in the living room and dining room area are inadequate. Comment noted, the designed soil"P" would have been about 2100 psf. Plans have been revised accordingly to provide a soil "P" of. 1200 psf; the footing has been increased to 2' sq vs the 1.5'sq shown. 15. Provide an analysis of the uplift at 'HD2A' in the column. Analysis provided as supplemental calculations. 16. Indicate door and window sizes on the floor plan. Plans have been revised accordingly. \��, JAAtFs�~�F� y 'P cooya �� 0.13�G2 rV a {r Exp.3/31/97 CI V Il. Sam Ayers Home Back Check of John Henry's 5/17/94 listing 17. Provide exterior door or window in each bedroom that complies with UBC SEC. 1204. Plans have been revised accordingly. 18.Provide energy design compliance per C.E.C. requirements. page 3 of 3 June 9, 1994 Please see the attached analysis made a part of this supplemental submission. 19. Revise shower stall to comply with UPC Sec. 909(4). Plans have been revised accordingly. 20. Provide legible plans of sufficient clarity t determine compliance the UBC. Plans have been revised owner/designer Sam Ayers according to verbal instructions provided to SamjAyers by John Henry. rN JA £or IIA Exp. 3: \�'lei_ CIVIC _s0�p� BARNHART-BROWN & ASSOCIATES Job No. 93104 2060 Park Ave. Oroville Ca 95966 (916)-533-6457 FAX 534-0809 3�d A Colilpnia Corporoiion IST -0 PsF 1114, �OJA 1SlON CSO o � x N .13062 Exp.3/31/97 CIVIL IF -CAL 7,��;BRARNHART Building Code................1991 •BROWN 8 ASSk.IATES Uniform. .CIVIL ENGINEERS 3�..,t Mi.$URVTY 0RS:w: Plumbing Code................1991 �31o� ��/�f��ie D Alon G. Brown, P.E. Richord Bornhorr, P.L.S. THE PROTECT: Personal home design for & by Sam Ayers Lot 160 Cedar Lane Ponderosa Pines Subdivision APH-062-310-001 2215 Spencer Ave, Oroville, 533-5013 DESIGN OB,TEG'T I VE : The BARNHART-BROWN & ASSOCIATES Job No. 93104 applies to the limited involvement of a vertical and lateral load analysis of the personal. home designed by. and for Sam Ayers. The Barnhart Brown plans are to supplement the nine sheets of plans completed by Sam Ayers. APPLICABLE CODES.: Uniform Building Code................1991 edition Uniform. Electrical.. Code...............1991.edition Uniform Plumbing Code................1991 edition Uniform Mechanical Code..............1991 edition GENERAL SITE CONDITIONS: A general site plan was provided by the Owner, together with personal discussions and notes which are a part of this design. The Project location is in the upper elevations of the Ponderosa Pines Subdivision: --'-".::Power::�s..adjacenti...to the project site on overhead line located iri ' the road right of way.. The site has an existing -..water supply.. well; ..The . individual septic tank and drain fields have been install6d.to serve the home. The soil conditions at the*site are stiff and stable decomposed granite with some ..major.:_granite . units _.exposed. The UBC. .soil classification GW ..and: are <capable of.=:suppor.ting long term loads of pounds pre square foot which exceed the loading conditions of " the proposed home. The Project site is wind protected by the surrounding hills and the wooded nature of the area. The wind exposure Coefficient "B" applies to the subject property. The wind pressures will control the lateral load design for light weight wood frame.structures. The seismic loading coefficient is 0.158 will control this stucco home with a concrete deck and some concrete bock walls. The working drawings submitted by Sam Ayers consist of nine (9) I� sheets and depict the custom home. The plans call for wood frame construction on the upper level and cement masonry units as the load carrying units below. The load analysis consists of 14 pages including this Design Objective. The footing & lateral load analysis was completed by Dan J. Cook RCE 13062, this 21 Day of December 1993 and revised several times. Final submittal May 5, 1994. 2060 Park Ave. P.O. Box 1576 Oroville CA 95965 — --� (916)534-1911 (916)533-6457 FAX (916) S34-0908 I G W x F<1 00 n W , C- -, LAO P7 -4 N 0� 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS h� �X, 0 tok � U a� r�� Z, aU 7 � 0 F � N �Nk I G W x F<1 00 n W , C- -, LAO P7 -4 N 0� 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS h� �X, 0 tok � U \l 833A V �1 7 T a � f a X P,A a c v C C a Q N T a � f a X a o T 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS ,} v a TTi c I�j hi WNL �, U n cow Ay�o oo. w� �a 2t-6 T& O Beckiny ' ( DF /I i 2x8 Exposed Ceiling Joist ® 24" oc Deck Noi/may .- I6o'/confacf 3-/60' NL711s from Decking into Blocks T pica/ /nSIGII one L —30 per Block _ Sl, µWW N--S&17ime le of Shown Cross Hatched 3/8" Cox Plywood w/ 8d Nails 0 6• oa RAFTER TIES EQUIVALENT to UBC 2517(h) DETAIL SEISMIC AND HURRICANE TIES TI -JI s I s 'T lali L MODEL NO. L MATTO FASTENERS TO TO RAFTERS PLATES STUDS MAX ALIO UPLIFT (133) [F,(133) ABLE LOADS1,2 LATERAL F2(133) H1 18 ga 6-8dx11/2 4-8d — 520 485 165 H2 18 ga 5-8d — 5-8d 335 — — H2.5 18 ga 5.8d 5-8d — 415 150 150 H3 18 ga I 4-8d 4-8d — 460 125 160 H4 20 ga 4-8d 4-8d — 165 t H5 18 ga 4-8d 4-8d — 465 115 00 H6 16 ga — 8-8d 8-8d 950 650 — H7 16 ga 4-8d 2-8d 8-8d 985 400 — H10 18 ga 8-8dxt'i2 8-8dx1'i2 — 915 585 525 H10R 18 ga 8-8dx1 Y2 8-8dx1 Y2 — 915 1 585 525 a9FS p��y\ ry 0.13?r.,2 Exp. 3131, 97 �q�CIVl1- StrongTie 1. Loads have been increased 33% for wind or earthquake loading with no further increase allowed. 2. Allowable loads are for one anchor. A minimum rafter thickness of 2'h - must be used when framing anchors are installed on each side of the joist and on the same side of the plate. 3. Maximum allowable uplift load for the H4 stud to bottom plate installation is 315 lbs.: 370 lbs. for the H2.5. nrnrnin �.� 4A 0I W W W W W W xxx W W YI Inco r peva aaa N N M CI N CI 0 ®E 40 j3� ,14 '?31D¢ G3s-% _ 2/77 �I o,z Cl.L ChLr_s F�►L l7b-SH-d WS ori, Z" �u�c, [MrsrNPiE2- �1 �4. Sr F Srt G F PLa,�s7 `n,V S Z i�z/ /Sa = /DSD ` �- �•9 vG l.�T A -J 2 yee 1772 = la i��f �,✓c . oO OFESSI, L/ vi.c�CGUr✓1 �Sc,�-� ��Q��4�, JA 1Fsc ��� .o. j3 IG? 73 Exp.3/3i/..7 `�rql Cf V11. `a�P F OF CAUF�� I N r 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS t� REG/SrF .arc' ..D F, 9F d/ 11 n ,. n cn CO r � s N r 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS t� V r C ,. r S s W r lb r r f \ 1' � J W �t �n `V v A V w n h rn V N � � s W N N lb r r f �I D �t �n `V v 0 22-141 SO SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS kl� BARN HART: BROWN A ASSOCIATE ENGINEERS : LAND, SURVEYORS::':• . Alon G. Brown, P.E. Richord Bornhorl, P.L.S. THE PROJECT: Personal home design for & by Sam Ayers Lot 160 Cedar Lane Ponderosa Pines Subdivision APN-062-310-001 2215 Spencer Ave, Oroville, 533-5013 D ES S GN OBJECTIVE : The BARNHART-BROWN & ASSOCIATES Job No. 93104 applies to the limited involvement of a vertical and lateral load.analysis of the personal. home designed by and for Sam Ayers. The Barnhart Brown plans are to supplement the nine sheets of plans completed by Sam Ayers. APPLICABLE CODES-: Uniform Building Code . ..............1991 edition Uni.form.Electrical..Code..............1991.edition Uniform Plumbing Code................1991 edition Uniform Mechanical Code..............1991 edition GENERAL SITE CONDITIONS: D A general site plan was provided by the Owner, together with (N1�'�c�/DuT personal discussions and notes which are a part of this design. 5'67/6s-eelme7j The Project location is in the upper elevations of the Ponderosa Pines. Subdivision...:_.:::.Power.;n.s..adjacent to the project site on overhead line located in ' the road right of way.. The site .has an existing._'..water supply'..well...The. individual septic tank and drain fields have been installed to* serve the home. (�( I ' The soil conditions .at the' site are stiff and stable decomposed granite with some :.major.,..granite units -.exposed. The UBC. .soil c_a sificatio "apable of:'siipP'orting long term loads of CONleeGS 0 poun s pre square foo Eich exceed the loading conditions of �j y/Cf1 ' . M'/SNI/G �' WW40 he Project site is wind protected by the surrounding hills and the ooded nature of the .area. The ure Cgefficient" a2plies to the subject propert he wind pressures will contro Sp t e a era oa des gn or ig t weight wood frame structures. Q�pFES , q The seismic loading coefficient is 0.158 will control this stucco ���JAA1 S ome with a concrete deck and some concrete bock walls. c The working drawings submitted by Sam Ayers consist of. nine (9) 30 2 sheets and depict the 'custom home. The plans call for wood frame {� p.3/3/97 construction on the upper level and cement masonry units as the load carrying units below. `P CIVIL ' IF CF CA1.�F The load analysis consists of 14 pages including ' this Design Objective. The footing & lateral load analysis was completed by Dan J. Cook RCE 13062, this 21 Day of December 1993 and revised several times. Final submittal May 5. 1994. W W W xxx N H N coo N O O N C4 a vav NNCI L— oQ�`� cooyy N .1 6 Ex 97 {� �4 - 01M Z,O 4 -0 S ✓C/ /11 t ✓�L�/p ui 14LOa2 2x /</ 7 �-rolz.Sj�fiSG /ILacp .�/C�✓J �LoG2 Z VE Y 1,4/�•o Loa , c ccD P= Ce w U = c w ,C /tZW L/1117/a�vn � Z® rsr ,36 d /9S PsF j . 1 2 S � '^ - �qN FA % n <_ 1' r^ CA `:.:. W CO D '�lr � 7-- a a x f C% � o w Lk u N A\ 22-141. 50 SHEETS 22-142 100 SHEETS AMPAO 22.144 200 SHEETS u r o W N N N Noo O O ..C14 as avv rrr n04C4 3 c^ �►-� CIVIC _a�:`P� tier3G,crz ,( � z 9sU�5i. S�po,tTsCa C F,rrsrL S`�pan.; c�►M�ILFSSiJh" � rrJ : 9�'JD .-e SZ Hhoe Zx� pAJ>i 2 N 41. 22-141. 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS N N `t cz w� 0 N N `t cz I-�� W W W W W W xxx N N N 000 In O O — ON (4 -0 rrr a cv o+ 1 -7 . L o 2 t A -RaT,i vaoW" 7 l 7S" FEES Oaq� �'3 A , A Sp v = 41 r o � sr4r civic '' low �-• G. f OF C r,�. ��dr- I3G1)c iAl CONCRETE MASONRY LINTELS WITHIN 6" WALL -ALLOWABLE TOTAL LOAD, POUNDS PER FOOT f,,, = 450 n = 22 fA = 20,000 p.s.i. v = 100 p.s.i. d" 8.5 4.25 16.5 8.5 20.5 12.5 24.5 16.5 32.5 20.5 Bars 243 244 243 244 243 244 244 245 244 245 Ms 103 in. Ib. __V_.103 15.8 27.6 32.9 57.8 49.3 87.0 116.4 176.2 146.3 221.7 in. lb. 9.0 10.5 29.0 35.0 54.7 67.3 107.1 123.5 154.0 177.9 ear, lb. 2017. 1936. 4203. 4060. 6301. 6111. 8178. 7984. 10276. 10046. Span, Ft. 95.2 130. 152. '185. 218. 244. 291. 329. 373. 422. 460. 524. 557. 636. 659. 753. hear,lb. 5608. 5459. 84 9. 82 9. 4 375. 437. 1208. 1458. 15774. 16409. 19566. 19240. 22436. 22089. A 5 240. 280. 773. 933. 1315. 1795. p 6 167. 194. 537. 64@. 913. 1246. 1983. 2• 143. 395. 470. 670. 916. 145;7. 1680. 1 1980. to 8 9 94. 109. 1 302. 239. 365. 288. 514. 405. 701. 554. 1116. 881. 12Hf.. 1016. 1525. 1204. 1853. 1464. 10 193. 233. 328. 449. 714. 823. 1 5. 1186. 11 193. 270. 3.71. 590. 680. 1. 806. 980. 12 2192. 2538. 3140. 228. 312. 496. 57'5. 1 677. 824: Shcur Without Reinforcing 605. 580. 1260. 1218. 1890. 1833. 2423. 2395. 3082. 3013. CONCRETE MASONRY LINTELS WITHIN 8" WALL -ALLOWABLE TOTAL LOAD, POUNDS PER FOOT fm = 450 n = 22 f_ = 20.000 n.ss_ _ 100 n_c_i d" 8.5 12.5 16.5 20.5 24.5 28.5 32.5 36.5 40.5 Bars 244 245 244 245 244 245 244 245 246 245 246 245 246 245 246 245 246 2•#5 246 Ms 103 in. lb. 58.9 88.5 88.4 134., 118. 179. 148. 225. 314. 257. 379. 318. 444. 365. 510. 412. 575. 459. 642. Mn, 103 in. 43.3 49.3 82.2 95.2 130. 152. '185. 218. 244. 291. 329. 373. 422. 460. 524. 557. 636. 659. 753. hear,lb. 5608. 5459. 84 9. 82 9. 11277. 11013. 14151. 13839. 13589. 15774. 16409. 19566. 19240. 22436. 22089. 25336. 24919. 28236. 27804. Span, Ft. 5 1155. 1315. 2192. 2538. 3140. 6 802. 913. 1522. 1763. 2185. 28'10. 2740. 4040. 7 588. 670. 1118. 1295. 1610. 20,70. 2010. 2960. 3320 3490. 8 450. 514. 856. 1992. 1230. 1583. 1542. 22,70. '2540. 2670. 3430. 3310. 4400. 3800. 9 356. 406. 677. 784. '972. 1250. 1217. 1794. 20'10. 2110. 2710. 2620. 3470. 3000. 4200. 3390. 4730. 3770. 5380. 10 288. 328. 548. 635. 785. 1013. 985. 14513. 1627. 1715. 2190. 2120. .2810. 2430. 3400. 2750. 3830: 3060. 4280. 11 238. 272. 453. 525. 650. 837. 815. 1200. 1344. 1417. 1813. 1750. 2330. 2010. 2810. 2270. 3170. 2530. 3540. 12 200. 228. 380. 440. 546. 704. 685. 1008. 1130. 1190. 1523. 1472. 1954. 1688. 2360. 1910. 2660. 2120. 297U. 13 324. 376. 466. 600. 584. 860. 903. 1015. 1298. 1254. 1665. 1440. 2012. 1626. 2270. 1810. 2530. 14 280. 324. 400. 517. 504. 742. 830. 874. 1118. 1080. 1435. 1240. 1734. 1400. 1956. 15.0. 2180. 5 350. 450. 438. 646. 723. 762. 975. 944. 1250. 1084. 1515. 1222. '1705. 1360. 1900. 16 396. 385. 568. 635. 668. 857. 828. 1098. 950. 1328. 1075.- 1490. 1194. 1674. 17 503. 563. 593. 758. 735. 973. 842. 1178. 950. 1330. 1060. F183. 8 448. 502. 528. 677. 654. 868. 750. 1038. 845. 1183. 942. 1320. 19 4.50. 474. •608. 586. 778. 674. 940. 760. 1062. 846. 1185. 20 407. 428. 548. 530. 703. 6011. 850. 687. 958. 76S. 107 U. 21 22 497. 480. 638. 550. 770. 622. 868. 692. 968. 23 4.53. 438. 580. 502. 702. 567. 792. 630. 884. 24 532. 460. 643. 520. 725. 5711. 8107 Shear Without 488. 422• 592. 477. 666. 532. 744. Reinforcing 1682. 1637. 2525. 2465. 3383. 3303. 4245. 4151. 4076. 4732. 4921. 5869. 5772. 6730. 6626. 7600. 7475. 8470. 8341. , n O z n m 3 D O z UJ 1 P/- .. _-4:;—en'f't A.) 61 ��W I, NNOA 0oo 00 as � 4 8 rrr 4 Z�� 11.x=' Z17!��il N r 1 S42,'NIP-r zr^/ 37 �4 ` 43r Fr SyZ 1/",r, 071 lAr ` A00- 3 (0J �co� tzoc2� 3G1? F74 s . ¢sem6�1• q92 !FT lmoe l 7 lJ �i�✓t `B �F'' � 13 Loc<< 4(_ L F �A e�0 � r � ' {r Exp.3 1/97 �F CAL ; W W W W W W N N N N coo O O N �Na aaa A Ar S ocJitJ � 0,7.2 X 3,(a �. 19, 51 ✓•�,-c 7; p a2e� 7 AOO--- e\ 1z CIVIL �P S— . Z4 ivC_ = 7 �(/ 7-z- /ILL Le)A.0;-kJ67= �soo cc y J 61�/ Z�,nl/'�' 4J2 11-141-c j - ZGd- �r- /Z.s""Y,- 9�4 .0 w ,F j7- �UsZ U �H f3n a LJn l t- " 22-141 50 SHEETS 22-142 100 SHEETS AMPAO 22-144 200 SHEETS , R w� \\ a s `C D aE , 0 00 t A , R w� \\ a s 74 Ze, s� ZZd� �.z 6.s� z3 ,,� ��s" _ /� 974 2 , d%(/GGo lam` L L 74 4 J-4- �LG�C G(/pLL. 79 L L d Nvxiz s �Gocn-s Zl%7 -f- �7C/r1 Ol /T L y V oua +Ir -7 7 7' P 06� *\ Exp{ 3 c cS C 4-er arIL L -r Z/ 70 f _ l7go /97 s— ��P qo I3Rz `196c.7'� A. C- 4 FL,/ W-3 FA W FA .. W".1 WW N N N I Noo O O I C4 .. na --1 _moi 2� � fG3y C4C4r eei Socr�N _Sy6%rZ 14 /A LL.5 Pqi;4rL C3/'734 14 �� = Szc Ho.. 4350 JIF hS-A �14�s AkiC�/a�Ar�= 4�3�1 — �'@`7io•133'� CYG35- i� ^ ��45�'� I SIMPSON Stroud WNM[C1eay TypIuI HDSA Tie Between Floors Continued from previous page. hVHjhV HOEDOWNS Patent No. 4,665,6'. al Canada Pale 1. 253,41 +++���1 Tloegd~tlie hnlWnxrm bods eche distance few enhOne; stud b d One; 7lbrrs octad bon . dfaebr (HB In talsle). Talemdbtrfce t con aesiprted Into the e wya OB �r Ho�Wow.- erW distance may W Into tech tthout vldedW Nei anchor nun b not ow 4orqued, wnkn could splk the stud. 1. Allowable bads are based on the lower of (a) the bon values in ac0ardanp4, HB ta Ok reWud minbom distance boon the era of the Md to Ule anter of 01e with me U.B.C. and (b) the unimale load on A steel test fig divided by 2.5. fust stud bon hole. End distance may be bdused as necessary tar Institution. 2. Animble bads nave been increased 33% for wild or sutlgoaba boding S. HD12and HD20A require a 3W' minlmu In eruct thickness. Use a nummum stud re tuner increase apotNK reduce where other bad duretloro govern. width of SW' tot tM H02Wk an W dirTondon. 7. Ttk wood member must De slate for the bad carrying capacity al pk 6. HDIS requires a minimom 6d tortdrol post. cailtcd nen section. reducing 0k gross section area for notes or other 7. The attdor embdnMrx and t remand wood as spedrkd b 0k code. TheS aro Additionaldender configuration must be specified. See STAB Mdor S�" ANCHOR I■BOLTS ADDITIONAL ANCHOR DESIGNS •): . Strong-Tae'AnchorBolts for Holdowns. TWO Anchor Type A iwith ' L -Bolt at this connection point Extensive testing has been done on the Also see STAB Anchor Bolts. The anchor lyPea shown are made by other and Bend without '' used with Simpson Strong-Tle holdowns. The design engineer may spec) an cracking the outside of tM beets .... alternate anchorage system, provided its a ndior differential, Is the mtnh ponlon 4d CODE NUMBERS: Anchor r A. IC80, SBCCI No. NER-393; See also Concrete Ir P s STAB34 i` de . •... sON� Din Handbook (Edition 3). Section 6.S.2 D ' more concrete cover. MAXIMUM • Stamped bort head for Identification after pour. ' ' • Stamped embedment Bre to ail installation. NO. IN Configuration results in minimum rebar Interference. 1. Allowable tension bad Is DIMENSIONS .. D {•�— b —.( fpr earthquake loading; I reduce b 88% for win ANCHOR MIN MINIMUM MAXIMUM ALLOWABLE • Install STAB before the concrete pour using a holding i; device (made by others). Must be Installed diagonally at ming 2. Ardor le lngiow TYPE MIN END STRENGTH DIA b d.' STRENGTH TENSION 4 DLc ' to 5' from top of foundation. an 25 on a sin is Geed fo a single -pow cohlcrek foundation. (pal) LOAD (133) de • Unless noted otherwise, no special inspection Is ti 1 29 1 Anchor Double tour foundation A 1% 30 6 1'r 5 2500 10250 e '• Type e- systems. masonry waft B I Ya t5 8 24: 15 3000 _ 15550 A 1�. • Nuts and washers are not supplied with the STAB; install i•' .. Hex-Headand Bolt r w the designer 36 8 24; 5 2500 12255 B 1I 20 a 12'/ 20 3000 17500 representative for details. 3. Cortcrete compression strength is the rout.— ano+ro 6. SpaCin g between anchors is 21, minimum lot [---21. min i mUm --� to the mentor fwd. anchors acting In tension at the fame time. a. Anchor bon a must be ASTM AW7: anchor boll A must 7. -A' boll murimum end dinaroe. d,. H for owner be A35 stn or better . 'm 12- return only Istmikr to STAB28—Set t S. Corwete edge Instance. d.. Is tot Concert exposed to sad TYpiu1 installations. plan view). Otherwise. 16 a COW" SIMPSON STAONG-TIF COMPANY, INC a the dements: tot concrete use against and permammor minimurn end dislarae is L for ion table Iwo 'tapased to 5011, d. -r plus Ge the ar ch m diameter. S�" ANCHOR I■BOLTS •Ir MODEL 2x, 3x and 2.2x SILL PLATES The first tested and inspection -friendly •): . Strong-Tae'AnchorBolts for Holdowns. TWO Strong -Tie anchor bolts are designed to work in conjunction iwith the HDA Holdown series to provide a systems approach POUR at this connection point Extensive testing has been done on the HD2A %' diameter STAB to determine the design bad capacity at a STAS20 common application, the garage stem wall. The design bads are • based on the lowest ultimate, from a series of five tests, with a STAB24 three times safety factor. HDSA SPECIAL FEATURES: STAB34 • Rolled threads for higher tensile capacity. HD10A • Offset angle to reduce side bursting and provide ' more concrete cover. MAXIMUM • Stamped bort head for Identification after pour. ' ' • Stamped embedment Bre to ail installation. NO. IN Configuration results in minimum rebar Interference. M TENSION LOAD INSTALLATION: • See the table to select Use appropriate STAB .. Size for the hol town and foundation type to be used. ' STAB Is suitable for single and double pour installations. °h t7 • Install STAB before the concrete pour using a holding 4420 device (made by others). Must be Installed diagonally at e4 21 approximately 45' Irom tie wag. "all one 04 rebar 3- ' to 5' from top of foundation. an 25 • Minimum concrete compression strength Is 2500 psi. . 4600 • Unless noted otherwise, no special inspection Is ti 1 29 1 required for foundation concrete when the structural 10100 design Is based on concrete no greater than 2500 psi rn 34 1 (1991 Uniform Building Code, section 306 (a) 1). • Use 90% of the table bad for 2000 psi concrete. • • Nuts and washers are not supplied with the STAB; install 10100 standard nuts, couplers and/or washers as required. • • OPTIONS: • Other STAB sizes available; contact your Simpson ' representative for details. CODE NUMBER: ICBG No. 4935. •Ir MODEL 2x, 3x and 2.2x SILL PLATES e 0606U151M NQ. MONOLITHIC TWO STAB Arab POUR POUR SELECTION HD2A STAS16 STAS20 TABLE, HDSA STAB20 STAB24 APPLICATION HDSA STAB28 STAB34 HD10A STAB28 STAS34 MAXIMUM MODEL MINIMUM DIA LENGTH EMBEDMENT ALLOWABLE NO. `: 67MINIMUM M TENSION LOAD FOR FULL .. Er FOR IJ VDIASTAB 133) STA816 °h t7 12 4420 STAB20 e4 21 16 4600 STAB24 an 25 20 . 4600 STAB28 ti 1 29 1 24 10100 STA834 rn 34 1 2810100 STAB36 A. 1 36 1 28 1 10100 1. Loads may not be increased for slorl•letm leading, loads appy to wUquake loading; use 88% of table load lot wind loading. 2. Minimum anchor anler-totenter spacing is 2% lot anchors acting I. tension al the same time. 3. Full tension boo applies when IG HDSA is used with the %* diameter STAB. 4. The meximum allowable bad is 8150 It— to. a STAB28 used V from the end Of a cowele foundation. Use the fun table load when installed 24- from the end or when installed in the Corner condition (see illustration.) •. Copyhipel 1993 SIMPSON STAON&TIt COMPANY. INC STA016 (others similar) Double Pour Installation (STA820, 24 and 34) Continuous TYPICAL Stem Wali PLAN VIEW Installation INSTALLATIONS e 0606U151M �tI Showing Llai BuyLlne 5162 EmWCment ® Arab Z DIAGONAL u MINIMUM EDGE DISTANCE APPLICATION IBEDMENT vE Patent Pending Ie `: 67MINIMUM FOR FULL .. Er FOR IJ VDIASTAB STA016 (others similar) Double Pour Installation (STA820, 24 and 34) Continuous TYPICAL Stem Wali PLAN VIEW Installation INSTALLATIONS 17 PLACE Z DIAGONAL u INCORNER _= APPLICATION FORa-DIA STAB FOR FULL L:I�12MI TABLE LOAD rv� MIN-61 IN ' B LL a: _qLt14�MIN.. ���•-1}MIN. Corner Installation End Wall Installation 17 . � . Jlt' `. i 1' „ �. 4� � t: � „l rice:': . � 1' ••�'r . r TABLE NO. 25=Q—NAILING SCHEDULE CONNECTION NAIUNGI . Joist to sill or girder, toenail 3-8d 2. Bridging to joist; toenail each end 2-8d 3. 1" x 6" subfloor or less to each joist, face nail 2-8d 4. Wider than 1" x 6" subfloor to each joist, face nail 3-8d 5. 2" subfloor to joist or girder, blind and face nail 2-16d 6. Sole plate to joist or blocking, face nail 16d at 16" o.c. 7. Top plate to stud, end nail 2-16d 8. Stud to sole plate 4-8d, toenail or 2 -16d, -end nail 9. Double studs, face nail 16d at 24' o.c. 10. Doubled top plates, face nail 16d at 16' o.c. 11. Top plates, laps and intersections, face nail 2-16d 12. Continuous header, two pieces 16d at 16' o.c. along each edge 13. Ceiling joists to plate, toenail 3-8d 14. Continuous header to stud, toenail 4-8d 15. Ceiling joists, laps over partitions, face nail 3-16d 16. Ceiling joists to parallel rafters, face nail 3-16d 17. Rafter to plate, toenail 3-8d 18. 1' brace to each stud and plate, face nail 2-8d 19. 1" x 8" sheathing or less to each bearing, face nail 2-8d 20. Wider than 1" x 8" sheathing to each bearing, face nail 3-8d . 21. Built-up comer studs 16d at 24" o. c. 22. Built-up girder and beams 20d at 32" o. c. at top and bottom and staggered 2-20d at ends and at each splice CONNECTION NAIUNGI 23. 2" planks 2-16d at each bearing 24. Plywood and particleboard:s Subfloor, roof and wall sheathing (to framing): 1h" and less 6d2 19/32"-3/4" 8d3 or 6d4 7/8'-1" 8d2 11/8"- 11/4" I Od3 or 8d4 Combination Subfloor-underlayment (to framing): 3/4" and less 6d4 7/8%1' 8d4 11/8"-11/4" 1 Oda or 8d4 25. Panel Siding (to framing): 1/2" or less 6d6 5/8" 8d6 26. Fiberboard Sheathing:? In" No. I I ga.8 6d3 No. 16 ga.9 73/32" No. I I ga.8 8d3 No. 16 ga.9 143 114. ►4 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT 11 • ;4 PERMIT NO. ASSESSOR PAF ,CE'L NUMBER ' ZONING U KN BUILDING PERMIT OWNER SAM AYRES TELEPHONE -5013 , FT. OCC.1 BUILDING VALUA71ON 2058 R 106 60 .40 OWNER'S MAILING ADDRESS 2215 SPENCER AVE V E 95966 57 C 74.00 CONTRACTOR'S NAME OWNER TELEPHONE I 314 0 2, Y98.00 CONTRACTOR'S MAILING ADDRESS Fireplace A 50-0-.,W CONSTRUCTION LENDER UNKNOWN Total Valuation Is 1, 1,043.4 Filing Fee $ 15.004 LENDER'S MAILING ADDRESS Permit Fee $ 639.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee / $ 319.75 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 121 CEDAR LN Permit fee $ 994.25 PLUMBING PERMIT Filing Fee 15.00 BERRY CREEK, 96916 Each Trap ELEC ON DEMAND 8 5.00 Solar or heat pump water heater 20.00 LOT NO. 16 SUBDIVISIONNA A E PgOCrL MAP CEDAR Ltf ,3} L Water piping 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [J Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New 17X. Addition v Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 BEDROOM Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS ' j $,5O 18. 50 Main service 20CATO1o0OA, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): F -1I 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 17I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUP.&\ OR ACDNS. ACC. BLDGS. II 3.60 sq.ft. NEW CONSTRULTI-OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 POWER APPARATUS & ( SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@76d Ex. Occup. ou LETS P(RESID )REA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ 105.50 - 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: ❑ 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 15.00 Heating Cooling Hood 6.50 6.50 Ventilation Perm it Fee $ 21.50 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 again ,aid Co ' y n consequence of the granting of this permit. X Date I �/ 3 Signature o4 Applicant - Owner Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 40. 9V occ CONST TYPE TOTAL FEE $ 12 x.25 HAz 1 OFEES I IMP X FLOOD CDF I PARCEL X P 0 X ISSUE This permit is hereby issued under the Bions 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. 363 - 143242// 162460-753.20 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTT E�-DEPARTMENT OF PUBLIC WORKS ` PERMIT NO. t z 7 County Center Drive - Oroville, California 95965 - Telephone: 916,'538-7541 =:. APPLICATION AND PERMIT AS,SESSOR PA L �,IUMBER "06231-0-001 ZONING , ' { n 06 3 — — &f i'1 BUILDING PERMIT OWNER r� TELEPHONE S0. FT. OCC.;,,I BUILDING VALUAy'1ON S 533-5013 2058 Vit', 106,601440 OWNER'S MAILING ADDRESS. . - I 57 , 71.00 2215 SPENCER AVE OROVILLE 5966 CONTRACTOR'S NAME , { QWNFR TELEPHONE 314 0 2,x98.00 CONTRACTOR'S MAILING ADDRESS Fireplace A 1,50 0 CONSTRUCTION LENDER •^` UNKNOWN Total Valuation I $ '1,0 3. Filing Fee $ 15,00,L LENDER'S MAILING ADDRESS Permit Fee $ 639Q ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee a/ , �''" f� y ).S °$°, ,s�l(r.s`75, Ener Plan Checkin 'Fee ' 9Y Checking*Fee' '` 20;00 ARCHITECT OR ENGINEER'S MAILING ADDRESS � Penalty $ / BUILDI NhYDdO5 R LN Permit fee $ 994.25 PLUMBING PERMIT r Filing Fee 15.00 BERRY CREEK, 96916 Each Trap 5.001 41U.UU r Solar or heat pump water heater 1 20.001_ LOT NO 160 SUBDIVISION N fa - P �CEjL MAP ���Ax iilaf Water piping 7.00 Each qas water heater or vent 7.00 .1L USE OF STRUCTURE Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 SF [:J Duplex❑ Mobilehome❑ Other Mobile Home S I G I W @ 15.00 SPECIFY -TYPE OF WORK N` New,J Addition LJ Remodel ❑"Utilities ❑ Installation El Other ❑ Permit Fee ��. $ 77.00 Describe work: _ Contractor 3 BEHROOM ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 18.50 Main service 200ATO1000AI 37.50 11 CONTRACTORS LICENSE LAW NEW CONST.( DWELLING OCCUP.&1 3.64sq.ft. r I declare under penalty of perjury (check one): OR ADDNS. ACC. BLDGS. I NEW CONSTR.ULT'-OUTLET @ 5.00 ❑ I am licensed under provisions of Chapt. 9, Div.3 of the Business NON•RESID BRAC. CIRC ITS ' APPARATUS. and Professions Code and my license is In full force and effect. (POWER \ SINGLE OUTLET CIR. I License No. Classification Ex. OCCup(OUTLETS OR FIXTURES 2000176,1 Q I, as -the owner, or my employees with wages as their sole compen- FIXED APLNS Ex. P(RESID )REA.� EX. OCCup. OUT LE I 3.00 sation, will do the work,and the structure is not intended or offered Temporary service 1 15.00 for sale. (Sec. 7044) ❑ I, the licensed Mobile Home Facilities 1 15.00 as owner, am exclusively contracting with contract- ors. (Sec. 7044) Misc. byirin g •15.00 ❑ I am exempt under Sec. , Business and Professions Code for this reason Permit Fee . $ 0 0 — Contractor : t WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): MECHANICAL PERMIT Filing Fee 15.00 ❑ The permit is for $100.00 (valuation) or less. Heating _ ❑ 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. Cooling g j' ❑ I shall not employ any person in any manner so as to become subject Hood 6.50 6.50 to the W. C. laws of California. Ventilation 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 Permit Fee, ,�, _F",/ $ 21.50 provisions or this permit shall be deemed revoked. Contractor I certify that I have read this application and state that the above information Mobile Home Installation Fee $ is correct. I agree to comply to all County Ordinances and State Laws relating Energy Inspection Fee UV $ +, to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. OCC CONST TYPE x'238:25 I also agree to save, indemnify and keep harmless the County of Butte against TOTAL FEES all liabilities, judgments, costs, and expenses which may in any way accrue HAz 0FEES IMP FLOOD cOF PARCELPD HD ISSUE � again "aid Co in consequence of the granting of this permit. 1 I X I X X � X Date v (I 3 This permit is hereby issued under the applicable provi- Signature of Applicant Owner Contractor ❑ Agent ❑ e sions of the Butte County Code and/or resolutions to do An OSHA permit is required for excavations over 5'0" deep and demolition or construct- work indicated above for which fees have been paid. ion of structures over 3 stories in height. DIRECTOR OF PUBLIC WORKS 363 — 143242// 162460-753,20 By Date Receipt No. PERMIT EXPIRES Date WHITE•D.P.W., YELLOW-ASSESSO . PINK -INSPECTOR. GOLDENROD -APPLICANT R` •- R, f .. -.. � n T-('RT�.�.�3Rf��j:�i'-J yar . :. - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916,538-7541 c� •}, APPLICATION AND PERMIT s- . , - -,,Z - PERMIT NO. A$.$ESSOR aA//R,A L NUMBER 1 06231 -0 -Ml NG U ZONING ._.. BUILDING PERMIT OWNER SAI R TELEPHONE 533-5013 SQ. FT. OCC. BUILDING VALUATION 2058 '` R 106 604.40 OWNER'S MAILING ADDRESS , 2215 .9MCHR :AVE OROV111E. 95966 57 C`i- 741.00 CONTRACTOR'SNAME TELEPHONE 314 0 '"�.,,. 2,198.00 CONTRACTOR'S MAILING ADDRESS Fireplace A 1,500:00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 1,11,043:40-,, " Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ 639.50, ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 319.75 Energy Plan Checking Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINf2yD D,gMR LN Permit fee $ 994.25 PLUMBING PERMIT Filing Fee 15.00 BERRY CRE, 96916 Each Trap 1V� 5.00 4 • 00 Solar or heat pump water heater 20.00 ~•'� LOT NO. 1b SUBDI''S ON N�Iv1E� �A f�tiPf Prq�C L MAP JlJ" Water piping 7.00 1 Each qas water heater or vent 7.00 USE OF STRUCTURE SF t, Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 _ Building sewer 15.00 • 00 Mobile Home S G W @ 15.00 TYPE OF WORK New LA Addition EJ Remodel ❑ Utilities ❑ Installation El Other ❑ Describe work: _ 3 BEBROOM Permit Fee $ 77.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS j$ -5O ..13Main service zocATo i000Al 37.50 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- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUR.& 3.64 s,.ft. 72-00 OR ACDNS. ACC. BLDGS. NEW CONSTR ULTI.OUTLET NO N.R ESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS &� SINGLE OUTLET CIR. , Ex. Occup(OUTLETS OR FIXTURES 20 @ 764 Ex. Occup. OUTLETS ((RESID IED APPLNS. REAJ I 3.00 ' Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Permit Fee $ U�,OU Contractor - WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 15.00 Heating Rs<- V4 YtY i a,i Coolin f g Hood 6.50 6.50 Ventilation permit Fee $ 21.50 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. 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 Courity)in consequence of the granting of this permit. X _� rr-.. `=-� to M� (I , 4 3 Date c...l, Signature of Applicant - Owner Contractor E]Agent ❑ An OSHA ion of structures toverr 3Qstoriesoineheight ions over 5'0" deep and demolition or construct- Mobile Home Installation Fee S r{ .110 Energy Inspection Fee $ occ CONST TYPE 1238.25 TOTAL FEE $ n L HAz I DFEES I IMP X I FLOOD I CDF PARCEL X PD HD X ISSUE This permit is hereby issued under the applicable provi sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS BY Date PERMIT EXPIRES Date Receipt No. 363 - 143242 162460--153.20 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT I COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS _ 7 County Center Drive - Oroville, California 95965 - Telephone: 916,'538-7541ti APPLICATION AND PERMIT r- -- -- _, - PERMIT NO. ASSESSOR PA EL NUMBER °' ` 06231-0—Ml ZONING 11 � _ BUILDING PERMIT r OWNER SAM AMS TELEPHONE 533-5013 SO,. FT. OCC. BUILDING VALUATION 2058 '' R 106 b(i4.40 OWNER'S MAILING ADDRESS 2215 SPENCER AVE OROVIUB 95966 57 C"` — _. 741.00 CONTRACCMTOORRR'S NAME I NER TELEPHONE 31L1N 0 "�-.,4,�� '80 Hb1 1(1 7 V � CONTRACTOR'S MAILING ADDRESS Fireplace A 1,SO0:00 CONSTRUCTION LENDER * UNKNOWN Total Valuation $ '•i 111,() . 1, Filing Fee '�1. $ 15,00 LENDER'S MAILING ADDRESS Permit Fee `, $ 639.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 319.75 Energy Plan Checking Fee $ 20.Q0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDIN�RAjDD�R AR LN Permit fee $ 994.25 PLUMBING PERMIT Filing Fee 15.00 B�EjRRY4 OW, 95916 Each Trap E' 1Ari 5.00 • Solar or heat pump water heater 1 20.00 LOT NO.1,.^ (()�(()� SUBDI�V� WtkN•(aI�E:�p PW Z2L MAP (.�ifj ,[S .aV 6 Water piping 7.00 "VU Each qas water heater or vent 7.00 USE OF STRUCTURE SF [:J Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 �+ v Mobile Home S I G I W @ 15.00 TYPE OF WORK New 1 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: _ 3 BMIRO bi w' Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200A TO 1o00A, 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Buslnes$ and Professions Code and my license is in full force and effect. License,,''' Classification I, as(the owner, or my employees with wages as their sole compen- satian, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST.( DWELLING OCCUP.&\ OR AODNS. ACC. BLDGS. / 3.6dsq.ft. •W NEW CONSTR. MULTI -OUTLET NON-RESID BRANCH CIRC ITS @ 5 00 (POWER APPARATUS 9) (SINGLE OUTLET CIR. Ex. Occup(ou TLETS OR FIXTURES 20@764 FIXED APPLNS. OR \\ Ex. Occup. OUTLETS IRESIDJ EA./ I 3.00 Temporary service 1 15.00 .,; Mobile Home Facilities 15.00 x, Misc. Wiring 15.0'0 Permit Fee $ • Contractor ; — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. F�..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 RM, G11-1 +O .. Cooling f Hood 6.501 01 Ventilation permit Fee - $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against -said Co(unty)in consequence of the granting of this permit. Date L, c 1 , G $i gnature of Applicant — Ownerf�J71 Contractor ❑ A g ent '•J❑ 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 S w , Energy Inspection Fee $ OCC CONST TYPE TOTAL FEES 1�'3 ! HAz I DFEES I Ii f I FLOOD I CDF PP fEL I PD �L JJD 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 03 — A1i,L 1624W— 3. a Receipt No. � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT /1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ISV PERMIT NO. / 7 County Center Drive - Oroville, California 95965 - Telephone: 916 538-7541 (1, -7 APPLICATION AND PERMIT '1 I ASSESSNUR,B ✓' -� a "-�(� ZONING BUILDING PERMIT owNE/fin � /f- TELEPHONE SO. FT. OCC. BUILQING VAA ION OWNS 'S MAILIN ADDRESS, `V � CONT C OR' A E Y TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuati n $ Filing Fee 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 10 $ Energy Plan Checking Fee $ -Q ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ K. , , BUILDING ADDRESS l a I � Permit fee Z" $ PLUMBING P T Fir g ee 15.00 t C -Each Trap 5.00 Solar or heat pu p wa er heater 20.00 LOT NO. SUBDIVISION NAME a 0� �' `���� PARCEL MAP 3� Z Water piping 7.00 ADO Each qas water heater or vent 7.00 USE OF STRUCTURE SFXDuplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 O Mobile Home- S I G I W 1 15.00 TYPE OF WORK Ne%y% Addition _ Remodel L Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee Q 09 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS 200A OR LESS 18.50 Main service 20GATO 1000A1 37.50 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 LJ 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 OCCUP.& OR ACDNS. ( ACC. BLDGS. 3.64sq.f1. NEW CONST R. ULTI.OUTLET NO N.RES'D BRANCH CIRC ITS @ 5.00 POWER APPARATUS tr\ (SINGLE OUTLET CIR. / Ex. Occup( OUTLETS OR FIXTURES 20 76d FIXED Ex. Occup. OUTLETS IPRESIO IREA.� 1AL_ 3.00 Temporary service _ 15.00:--- Mobile Home Facilities -- 15.00 Misc. Wiring 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 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 QS 6"0 MECHANICAL PERMIT Filing Fee 1 15.00 Heating D Cooling Hood 6.50 Ventilation Permit Fee E 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 permi� / — Mobile Home Installation Fee S Energy Inspection Fee au $ occ CONST TYPE TOTAL FEE $ Li rlAz 1 OFEES I IMP Loop CDF PARCEL V111_ PD HD ISSUE X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and d m 1' 1 n r o ruct. ion of structures over 3 stories in height. ,7l4 34 1 Receipt No. J (�,:_ � Z/ WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -'INSPECTOR. GOLDENRO PPLI CANT I his permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date ' .! .. .. r•� ..,r. 'Y' -r ..,�, -.. � r'1 � 7r...� � r -,f. .,r rt'. ♦.• . � . -. �' v ! hf. i. ..,r• . n .� • , COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER d' 1yV' A- -P o.��� —3� " 00 / Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All ite ave been submitted . ........................................ plans, 3/4 sets, signed by preparer of plans. ...................... omplete 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). ... . Mobilehome dat and m acturer' ins allatio instructions, 2 sets. ........ . ees of $Z� . �. . .. ...... .... . 1. fact fees as shown on attached schedule. SOUL, d .11%..... . 2. California Department of Forestry plan approva ees. ....................... . 3' Flood elevation letter (100 year floozy by California Engineer . .................. l 14. Sanitation and plot plan approval V., CJ Health Department . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approvalm it of Biggs/Gridley. .......... . � 17. Planning approval for (A) Use: roParking: ........ 18. Contact Land Development,about (A) Improvements (B) Drainage. ......... . _��i19 Driveway permit (construction approval required prior to occupancy)... .. .. . 20. Pre -inspection for 1re1n�Dect'°n `6q°� 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 . ............... ,l etter of signature authorization . ........................................ Copy of recorded deed of parcel creation and 60 right of way to a public road...... w 27. Letter of intent on building use . ......................................... 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 . .............. . xisting violations/expired permits. ..Ian check list. !C.. . �.. �, . Nz�.. ....,,..,,34. When you issue theermitt ro ess as follows: Mail to n . Mail to contractor. Telephone 33 6 Sand hold for pickup at 6 ZJ office. Deliver with inspector. Other Parcel Creation �+ Acreage Applicant , 4 ^ 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 r p rmit issuance: ( e w it m not checked above). 1. Index permit'for above items No. 2. Additional items require: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owns , was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by l/ Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 OWNER GSI 4 10L �i S A. P. NO. O 6 2— �D(� PROPOSED BUILDING USE DATE REC. # DATE REC School District Fees QkQ CJS (paid at District Office) .......... Sheriff Fees (paid at Building Department) Residential =s. 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.ft.) 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 COUNTY OF BUTTE - Department of Public Works 7.County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no)' 2. I (have/have not) signed an application for a building permit for the proposed work. 3. I have contra ted ith the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4: I plan to provid portions.of this work, .but I have hired -the following person to coordina e,pervise, 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 umber - [ - Date (tl 6 3 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. ...1 Y-i'i-.•2;• .c'�tr t� &,�y1 �" "yc t`r•', .�i „�,�y lj .,�� .4 a,'r .. .4••Mty tl4*,' F�:;�t .,yy ^M; t'r �: . e` . ''i� ft.�4��; .!9j. y �.,., ir�},a ifY . 7C'!� - ' $•C. y� �C v �{ xei4:f;w��4• � �"h` I� i:o:. ,{,'p ;Y.l..j.k:�Yl�S �: �r`�:•y':�.9I!'SY't ,�'�'��•'' � •i • :':� r+,,ef""ri',t •,;�;°S Yi1�Ki.�!'is�„�S�l,,y �+1� .x .. , � 'go=. . A• BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District0 i� �i V �i f T� �--� Building Department No. A.P. Number G6P"-3/ e)-00 / Jurisdiction City® County Property Owner Y9 45 Property Location/Address Subdivison Lot No. Residential Development [] 0 0 Sq. Footage 1742 _ No. of Living MHI Addition (Group R) Units Commercial/Industrial 0 = Sq. Footage New Addition Date (Floor Plans reviewed by School District Personnel) District Identification No. 9307 3.7 School District certifies that 151 Oka (Applicant) (Including Exterior Roofed Areas) (Street r dress) r (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution, No. �Q� �V by payment of $ 0� representing �, 142; square feet. School District Representative Date h Paid by Check Number Remarks: Bank Number Paid �by�Cash If, subsequent to the Sc�/jol 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,t, 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.Al (4/92) 1111 VV Ll ry AVA1liUL1 U1V1L J11]1 LI"n •.r\1 Vl' t1V1LL\VALE '_ FOR RESIDENTIAL DEVELOPMENT action 26-8.1 'of``.Ae Butte County Code requires this eicknowledgement be recorded prior to issuance of a building permit. JUN. 6 The property described herein is adjacent ,to land or included within an area -zoned -------- - ' for agricultural purposes, and residents of this property may be subject to incon- veniences or discomfort arising from the ,use of agricultural chemicals, including, but not limited to herbicides, pesticides, NOYCCMPAREDWIT� and fertilizers; and from the pursuit O.IZIGINAL DOCUM of . agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established 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. • 062 -3/0 -Do(_ e o a All thAt .real . -.prope.rty:. situate in the-. County. of Butte, State of California, : described as follows: lotlotf60 CccCarJt�t� 1'0 Kf Cer��t� a� e(c'`I ���I,?U� Po�(6uZ�s �uvt7y bi �uU Q J A_ Q d ccIr�orv�tq I Gh �'��tYz�, J (q(3 maps , �4 pies STATE OF 1cou On personally appeared ss. me, the ur)dejsigned, a Notary Public in and for said State of Signer(s) ❑ Personally known to me OR ❑ proved to me on the basis of satisfactory evidence (This area for official notarial seal) 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. Witnes y ha a d official seal. _ � Si lure of N ry Name (Typed or Printed) to Capacity Claimed by Signer: ❑ Individual(s) ❑ Corporate Officer(s) Title(s) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Subscribing Witness ❑ Guardian/ Conservator ❑ Other Signer is Representing: Name of person(s) or Entity(ies) ATTENTION NOTARY: Although the information requested b is optiol al, it c u d prevent fraud entatt chm nt of this certificate to a other ocu nt. THIS CERTIFICATE Title or Type of Document MUST BE ATTACHED 47 TO THE DOCUMENT Number of Pages -� Date of Document DESCRIBED AT THE RIGHT: Signer(s) Other Than Named Above SAV -191 (11/91) v., r A . No C0101AE# soo�q .� TARP PUQ ' L IC -CALIFORNIA Q BUTTE COUNTY 't.\ -sSlb nm. E)ry'res I01rch 31 1997 (This area for official notarial seal) 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. Witnes y ha a d official seal. _ � Si lure of N ry Name (Typed or Printed) to Capacity Claimed by Signer: ❑ Individual(s) ❑ Corporate Officer(s) Title(s) ❑ Partner(s) ❑ Attorney -in -Fact ❑ Trustee(s) ❑ Subscribing Witness ❑ Guardian/ Conservator ❑ Other Signer is Representing: Name of person(s) or Entity(ies) ATTENTION NOTARY: Although the information requested b is optiol al, it c u d prevent fraud entatt chm nt of this certificate to a other ocu nt. THIS CERTIFICATE Title or Type of Document MUST BE ATTACHED 47 TO THE DOCUMENT Number of Pages -� Date of Document DESCRIBED AT THE RIGHT: Signer(s) Other Than Named Above SAV -191 (11/91) \� ills 1 93-024567 1-93-024567 93-024567 93-0245671 � Rec Fee 8.00 I- Cash .8.00 Recorded I OfficiJil Records i Couny of I Bu�ke Candace J'., Grubbs 1 Recorder I 10:24am 16--Jun-93 i PURL XX 2 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE Post this job card in a safe conspicuous place. Do not remove until all required inspections are made and building Is .062=33 001 - - :: :._ ' '-=93=1793'�BPEM— - A AYRES, SAM - CEDAR LN, BERRY CREEK 0 . :NEW. SF Permit No. Expires PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION I DATE I INSPECTOR Footings Piers Underground Conduit Pre-Gunite Do Not Pour Concrete Until Above Signed Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Do Not Install Floor or Slab Until Above Signed Roush Plumbing Rough Mechanical Framing Insulation Shower Pan Do Not Cover Until Above Signed Fireplace Footing Fireplace Throat Do Not Continue Fire lace Until Above Signed Stucco Lath Scratch and Brown Do Not Cover Until Above Signed Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Building or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILEHOME IS APPROVED FOR OCCUPANCY CHICO - 1469 Humboldt Road - 891-2751 OROVILLE - 7 County Center Drive - 538-7541 PARADISE - 747 Elliott Road - 872-6307 REVISED 9192 0-1-1- P- L AND OF NATURAL WEALTH AND BEAUTY ' DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Dirktor 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7541 RONALD D. McELROY Deputy Director Dear Property Owner: We have issued a permit to construct a new building, an addition, or to do remodeling on your property. This letter is to inform you we have approved the building plans submitted for conformance with code requirements. We will only inspect the construction for conformance with code requirements. It is your responsibility to see that the building conforms to your plans and expectations. Should you have any questions concerning this letter or any other matter per- taining to the construction, please do not hesitate to contact this office. Yours very truly, William Cheff Director of Public Works ,F, Glander JFG:aj Manager, Building Tnspection t FJ Dear Permittee: Suite Count LAND OF 'NATURAL WEALTH AND BEAU,T„Y y , DEPARYMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE Y OROVILLE, CALIFORNIA 95965 Telephone: (916) 538-7541 RE: Attached Building Permit RONALD D. McELROY Deputy Director Attached is your building permit along with the approved set of plans and a job card. Please post the job card on the. job site in a conspicuous location for the inspector to sign during the various phases of construction, and also have the approved set of plans on the site at all times. Inspections will not be made if the job card and approved plans are not on the job at the time of inspection. Please review the approved set of plans before construction and make note of any corrections made in red. If any of these notes or corrections are not clear to you, please contact this office -- do not proceed with the work without making the correction. The job card must be signed by -the inspector before proceeding with each item listed. Should he not sign the card, a, white correction notice will list the corrections to be made and a call back inspection must be made before going any further. Please allow 24 hours for inspection service.' As a reminder to you, it is',illegal to occupy this building or portion of building for which this permit is issued, without appypval from this office. On certain occasions a temporary occupancy will be permitted. Please do not confuse gas or electrical service to the building as an occupancy clearance. Before occupancy, all of the "final items” listed on the job card must be signed by the inspector or special permission given. Your permit expires one year from date of issuance. If the work has started, but is not completed and finaled by the expiration date, a renewal permit is required. ' If the renewal application has not been made within 30 days of the original permit expiration date, or if the work' has not commenced, a new permit application and fees will be required. Upon completion of the work covered by this permit, please contact this office for final inspection. Should you have any questions concerning this letter or any other matter pertaining to building construction, please do not hesitate to contact this office. JFG:ahb Attachments I Yours very truly, William Cheff Director of Public Works J.F. Glander Manager, Building Inspection Mandatory Measures Checklist: Residential MF -1 R Certificate of Compliance: Residential Climate Zone 11 NOTE: Lowrese residential buildings subject to the Standards must contain these measures regardless of the compliance aporoacn used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features ' noted shall be considered by all parties as binding minimum component performance specifications for the projectTltle mandatory measures whether they are shown elsewhere in the documents or on this checklist only. Building Permit M DESCRIPTION DESIGNER ENFORCEMENT project Addres+ Checked By i Date Building Envelope Measures Documentation Authoc Telephone Enforcement Agency Use Only ' §150(a): Minimum R•19 ceiiino insulation. §150(b): Loose fill insulation manufacturer's labeled R -Value. . Fenestration ' §150(c): Minimum R-13 wait insulation in framed walls (does not apply to exterior mass wails). B LM DING DATA Area % ' §150(d): Minimum R-13 raised floor inswation in framed floors; minimum R-8 in concrete raised floors.North Conditioned Floor Area Number of Stories §150(1): Slab eaoe insulation -water absorption rate no greater than 0.3%. water vapor transmission rate naEast $lab/Raised Floor Number Of •Units greater than 2 0 oemvinch. South I §118: Insulation soecified or installed meets California Energy Commission quality standards. [ ] Single Family Detached (SFD) [ ] Addition Alone West Indicate type and form. [ ] Single Family Attached (SFA) [ ] Existing Building Skylight §116.17: Fenestration Products, Exterior Doors and tnfiltratioNExfiltration Controls [ ] Multi -Family (NM [ ] Existing -Plus -Addition Total a. Doors ana winnows between conditioned and unconditioned spaces aesioned to limit air leakage. b. Manufactured fenestration oroducts have label with certified U -value. and infiltration certification. c. Exterior Coors and windows weatherstripped; all joints and penetrations caulked and sealed. B .DING SHELL INSULA'T'ION §150(9): Vapor barriers mandatory in Climate Zones 14 and 16 only. §150(f): Special infiltration barrier installed to comply with §151 meets Commission quality standards. ., �e+,. Component Insulation Locadon/Com lents §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs r Type _ R -Valve (alt ic, to garage. L`rpitge. e=5 1. Masonry and factory -built fireplaces; have: a. Closeable metal or glass door Roof ............. b. Outside air intake with damper and control Roof c. Flue damper and control ..........». WaU 2. No continuous burning gas pilots allowed. .............. Space Conditioning, Water Heating and Plumbing System Measures WaU ............. Floor""""""' §110 -13: HVAC eauipment, water heaters, snowerheads and faucets certified by the Commission. Floor §150(i): Setback thermostat on all applicable heating systems. ............. §150(j): Pipe and Tank Insulation Slab Edge ....: 1. Indirect not water tanks (e.g., unfired storage tanks or oactup solar hot water tanks) have insulationFENESTRATION blanket (R-12 or greater) or combined intenonextenor insulation (R-16 or greater). Shading Devices 2. First 5 feet of pipes closest to water heater tank non -recirculating systems, insulated (R-4 or greater). 3. All buried or exposea piping insulated in recirculating sections of hot water system. -Ee.neStrgtipn AI>rg iI1LCflOr FJGtCtlot �1►Crtl3n Ff3II11I1 g g Type 4. Cooling system piping Delow 55°F insulated. Orientation (SO (single. double) (roller blind, etc.) (shsde=am ete.) (yeshto) (metal/wood) 5. Piping insulated between heating source and indirect hot water tank. ' §1501m1: Ducts and Fans NIri.h 1. Ducts constructed. installed and seared to comply with UMC Sections 1002 and 1004: ducts insulated NO mh ) to a minimum enstatleo value of R-4.2 or ducts enciosea entirely within conditioned space. East ( ) 2. Exhaust tan systems nave oackdrah or automatic dm apers 3. Gravity venwating systems servdno conditioneo space have either automatic or readily accessible. East ( ) manually operated campers.. SOUCh ) §114: Pool and Spa Heating Systems and Equipment _ $OU tj1 ( ) 1. Svstem is cerofieo with 78% thermal efficiency, on -ori switch, weatherproof operating instructions. no electric resistance neauna ano no pilot light. West ( ) 2. System is instaileo with: West ( ) a. At least 36' ciDe oetween filter and heater for future solar heating. t Skylight b. Cover for outcoor pools or outdoor spa. ....... 3. Pool system nas cirectional inlets ano a circulation pump time switch. THERMAL (MASS §115: Gas -vireo centra, furnace, pool neater, spa neater or household cooing appliance have no Type/Covering Area TWckrless continuously bunno Qnot light. (Exception: Non eiectncal cooking appliance with plot < 150 8twhr.) (slab/exlvosed, tile, etc.) (sf) (inches) LOcation/DCScriDtion (kitchen, bath, etc.) Lighting Measures § 150(kl: 40 lumenswar, or areater for general lighting in kitchens and rooms with water closets: and _ recessed ceiiino textures iC (insuiauon coven approved. COMPLIANCE STATEMENT l This certificate of compliance lists the building features and performance specifications needed to compy'with Title 24, Parts 1 and 6, or the Calitomfa Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the HVAC SYSTEMS Minimum Duct individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple in Special FeatttreyR Type (furnace, air Efficiency Location Duct Heat Pump otiertta6ons, any shading feature that is varied is indicated the rks emasection. conditioner, hent putnn) (A F U E , SEER.HSPF) (attic. etc,) R -Value Thermostat Tyne ( Cpl i t or Designer or Owner (per eaelne= a Profession& code) Documentation Author. _. ,le) Name: Name: Tde/Firm: Tide/Firm: Address: Address: ' Telephone: .• IIOT WATER SYSTEMS (signature) (date) (s �) (date) ( Tank R Value j SvsrCm Type (storage gas, etc.) Capacity Number EnerQy Factor Ext - Tank Tns _ &tri hnti nn Enforcement Agency Name: 4 Title: +.... �..� �. Agency: SPECIAL FEATURES/REMARKS Telephone: 1 iwgnatunvstamp) (date) Point System Summary: Climate Zone 11 1. Ceiling Insulation X = or One Two R -value (381 U -value [0.028) 2. Wall Insulation -27 or 0.83: 2+ story: 0.881 or HSPF R -value [191 U -value (0.0651 3. Raised Floor Insulation 0 or 0 SEER 110.01 R -value [191 9 -value 10.0371 4. Slab Edge Insulation .51 or Singo- Adjusurrent 101 R -value 101 F2 tacax [0.751 5. Infiltration Any Ducts in Unconditioned Space? ( Y / N) [1(j 6. Fenestration Heat Loss Point Scores Type ll -value 10.651 Total % Fenes. [161 Sum 1.6 Fenestration Heat Gain % Fenestration SCshade open Eff. % Fenes. Shade Eff. Ratio North X = East X = South X = West X Skylight X = Overhangs? ( Y / N 8. Interior Thermal Mass or % Exp. Slab (201 Int Mass/CFA 9. Exterior Wail Mass Ext, Way Mass Sum 7-9 10. Heating System Number of stones X = R-tralue One Two AFUE or HSPF Duct Ellie. (1 story: Effective AFUE Zonal Control -27 (78% or 6.81 0.83: 2+ story: 0.881 or HSPF Adjustment (01 11. Cooling System -1 X = 0 R-38 0 SEER 110.01 Duct Elfin. 11 story: Effective SEER Zona4Cont;ol Number of stones .51 0.81: 2+ story: 0.871 Singo- Adjusurrent 101 12- Water Heating Famdy Family Muuti- R-value System 1 Attacte0 Famity 0 R-30 Heater Type Energy Factor Ext- Ins. R -value Auwiiary Input Distribution (SGSOI [0.531 1121 [None] ISTD] System 2 or assns- more 96 Heater Type (None] Energy Factor Ext Ins. R -value Auxiliary input Distribution 1. Ceiling Insulation R-0 Number of stones -43 R-tralue One Two three R-0 -74 -48 -27 R-19 -5 -4 -2 R-30 -1 -1 0 R-38 0 0 0 2. Wall Insulation .67 Number of stones .51 Single- Singo- Three R•0 Famdy Family Muuti- R-value Detached Attacte0 Famity R-0 -72 -57 -43 R-11 -7 -6 -4 R-13 -5 -4 -3 R-15 4 -3 -2 R-19 0 0 0 R-21 1 1 1 3. Raised Floor Insulation .67 .52 Insmiation in Floes' -87 .67 Number of stones .51 R -value One Two Three R•0 -14 -9 -5 R-11 -3 -2 -1 R•19 0 0 0 R-30 2 1 or Point Total: 4. Slab Edge Insulation Numoer of Stones R-0 0 0 0 5. Infiltration (Duct Air Leakage) R-5 6 4 2 Ducts to Uncondittoned Space 0 R-7 7 4 2 No Ducts in Unconartioned Soave 3 6. Fenestration Heat Loss 7. Fenestration Heat Gain (based on Shoe Enecuveness Ratio) Ett Houses With Ducts (R-4.2) North Single- Method A East Construction Only) Petoem South One Mass West Three Skylight Ston .87 .67 .52 31 .87 .67 .52 .51 -87 .67 S2 .51 .87 .67 .52 .51 .67 .66 Fen- or to to or or 10 to or or to 10 or or to to or or or assns- more 96 .66 less more .86 .66 less more .86 .66 less more .86 .66 less more less tron -55 -48 -41 -38 -34 -31 -27 -24 -20 -17 -13 -10 4076 •77 -58 -52 -47 -41 is-. -5 -4 -3 -2 -21 -20 -15 -12 -26 -23 -16 -12 -36 -32 -27 -16 -75 -50 16% 4 -4 -2 -1 -18 -16 -13 -10 -21 -19 -13 -9 -31 •27 •19 -14 -05 44 14% -4 -3 -2 -1 -14 -13 -11 -8 -16 -14 -10 -7 -26 -23 -16 -11 -55 -38 129: -3 -2 -1 -1 -11 -10 -8 -0 -12 -10 -7 -4 -21 -18 •13 -8 46 -31 11°J -2 -2 -1 0 -10 -9 •7 -0 -10 -8 -5 -3 ` -19 -16 -11 -7 -41 -28 107. -2 -2 -1 0 -8 -8 -6 -5 -8 -7 4 -2 -16 -14 -9 -6 -37 -25 9% '-2 -1 -1 0 -7 -7 •5 -4 -6 -5 -3 -1 -14 -12 -8 -5 -32 -22 87. -1 -1 -1 0 -6 -5 4 -4 -4 4 -2 0 -11 -10 -6 4 -28 -19 79/. -1 -1 0 0 -5 -4 -4 -3 -3 -3 -1 0 -10 -8 -5 -3 -24 -17 6% -1 -1 0 0 4 -4 -3 -2 -2 -2 -1 0 -8 -7 -4 -2 -20 -14 5% -1 0 0 0 -3 -3 -2 -2 -2 -1 0 0 -6 -5 -3 -1 -16 -12 4% 0 0 0 0 -2 -2 -1 -1 i -1 0 1 -4 -4 •2 0 -12 -10 3% 0 0 0 0 -1 -1 -1 0 0 0 0 1 -2 -2 0 1 -9 -7 2% 0 0 0 1 0 0 0 0 0 0 1 1 0 0 1 2 -6 -5 1% 1 1 1 1 1 1 1 1 0 0 0 0 1 1 2 2 -3 -2 0% 1 1 1 1 1 1 1 1 0 0 0 0 3 3 3 3 0 0 8. Interior "rhermal Mass Houses With Ducts (R-4.2) Exterior Single- Method A (Slarton-grade Construction Only) Petoem tlVwue One Mass Two Three Exomed Ston 0 Total 1.31 1.21 1.11 1.01 .91 .81 .76 .71 .66 .61 .56 .51 .46 .41 .36 .35 Percent or 10 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 SOY. -100 -76 -69 -02 -55 -48 -41 -38 -34 -31 -27 -24 -20 -17 -13 -10 4076 •77 -58 -52 -47 -41 -36 -30 •27 -25 -22 -19 -16 -13 -11 -8 -5 35% -66 49 44 -39 -34 -29 -25 -22 -20 •17 -15 -12 -10 -7 -5 -3 30% -54 40 -36 -31 -27 -23 -19 -17 -15 •13 -11 -8 -0 4 -2 0 4187- •50 -36 -32 -28 -25 -21 -17 -15 -13 -11 -9 -7 -5 -3 -1 1 267. -45 -33 -29 -25 -22 -18 -14 -13 -11 -9 -7 -5 4 -2 0 2 24% -41 -29 -26 -22 -19 -16 -12 -11 -9 -7 -6 -4 -2 -1 1 3 229. -36 -25 -22 -19 -16 -13 -10 -8 -7 -5 4 -2 -1 1 2 4 20% -31 -22 -19 -16 -13 -11 -0 -6 -5 4 -2 -1 1 2 3 5 18% -27 -18 -16 -13 -11 -8 -6 -t -3 •2 -1 1 2 3 4 6 16% -22 -14 -12 -10 -8 -6 -3 -2 -1 0 1 2 3 4 6 7 14% -18 -11 -9 -7 -5 -3 -1 0 1 2 3 4 5 6 7 8 12% -13 -7 .6 -t -2 -1 1 2 3 4 4 5 6 7 8 9 10% -0 -t -2 -1 1 2 3 4 5 5 6 7 8 8 9 10 8% -t 0 1 2 3 4 6 6 7 7 8 8 9 9 10 11 8. Interior "rhermal Mass Houses With Ducts (R-4.2) Exterior Single- Method A (Slarton-grade Construction Only) Petoem Family One Mass Two Three Exomed Ston 0 Stones Stories 0 3 -3 2 -2 7 -1 4 10 9 -2 6 -1 12 -1 7 20 14 0 9 0 17 0 10 30 18 1 11 1 21 1 , 40 23 3 14 2 24 1 14 50 1. 4 0 3 7.4 2 5 60 3 5 2 3 90% 2 7.6 70 7 6 4 4 1 2 8.3 So 11 6 7 5 4 3 100% 90 8.5 9 11 6 7 3 2 100 less 10 -5 6 +15 4 One Story House Effective Method B Sum of 1.6 5.0 4.9 Int San Slao Floor -25 Raised Floor -14 Mass +6 stories AFUE HP Stones or to /CFA One Two Three One Two Three 0.0 -11 -8 -6 .1 -1 One Story House 0 0.1 -10 -7 -0 0 0 29 0 0.3 -9 -6 -5 1 1 40% 1 0.5 -8 -5 -4 2 2 -10 2 , 1.0 -6 -3 -1 4 4 -7 5 1.5 4 .1 1 6 6 -2 6 2.0 -2 2 4 8 8 0 8 23 1 3 5 9 9 5 9 3.0 3 1 - 5 11 10 13 10 4.0 4 6 7 13 13 7.6 13 5.0 4 6 8 14 14 8.7 14 6.0 5 7 9 15 15 Two or Three Story 15 7.0 7 8 10 16 16 2.8 16 8.0 8 9 11 18 17 3.5 17 9. Exterior Wall Thermal Mass Houses With Ducts (R-4.2) Exterior Single- Single. Muni Wag Family Family Family Mass Detached Attached -14 to 0.00 0 0 0 0.20 3 3 2 0.40 7 5 4 0.60 9 8 6 0.80 12 10 7 1.00 14 12 9 1,20 17 13 10 1.40 18 14 11 1.60 21 17 13 1.80 23 18 14 zoo 24 19 14 10. Heating -System Houses With Ducts (R-4.2) 1000 Water mom +g SEER to Poen Score Houses With Ducts (R-42) 1499 30 Spin Patg -25 or -24 to -14 to -4 10 Sum of 1.6 16 or AC Gas Split Pkg -25 -24 -14 -4 +6 16 AFUE HP HP or to to to to or - HSPF HSPF less -15 •5 +5 +15 more 78% 6.8 6.6 - 0 0 0 0 0 0 809'6 7.0 6.8 1 1 1 1. 0 0 85% 7.4 7.2, 5 4 3 2 2 1 90% 7.8 7.6 8 7 5 4 3 1 95% 8.3 8.0 11 9 7 5 4 2 100% 8.7 8.5 13 11 9 7 4 2 AC less Effective AFUE or HSPF -5 +5 +15 (AFUE or HSPF x duct efficiency) One Story House Effective QM Sum of 1.6 5.0 4.9 Gas San Pkg -25 -24 -14 4 +6 16 AFUE HP HP or to to to to or -4 Kw ww less -15 -5 +5 +15 morn One Story House 0 0 0 8.1 7.9 0 33% 29 2.8 -62- '-53 -44 -34 -25 -16 40% 3.5 3.4 -40 -34 -28 -22 -16 -10 500/. 4.4 4.2 -19 -16 -13 -10 -7 -5 60% 5.2 5.1 -4 -4 -3 -2 -2 -1 64% 5.6 5.4 0 0 0 0 0 0 701Y. 6.1 5.9 6 5 4 3 2 1 807. 7.0 6.8 13 11 9 7 5 3 90% 7.8 7.6 19 16 13 11 8 5 100% 8.7 8.5 24 20 17 13 10 6 Two or Three Story House 7.0 6.8 -11 A 33% 2.9 2.8 -69 -58 48 -37 -26 -15 AM 3.5 3.4 46 -39 -32 -24 -17 -10 50% 4.4 4.2 -24 -20 -16 -13 -9 -5 60% 5.2 5.1 -9 -8 -6 -5 -3 -2 69% 6.0 5.8 0 0 0 0 0 0 709. 6.1 5.9 1 1 1 1 0 0 80% 7.0 6.8 9 8 6 5 3 2 90% 7.8 7.6 15 13 10 8 6 3 1007: 8.7 8.5 20 17 14 11 8 4 Zonal Control Adjustment System Type Resistance 6 4 3 2 1 0 Other 3 3 2 1 1 0 11. Cooling System Adjustment for No Task laatlatroa Number of wrier Maatats Water Heater Tvoe One Two SGSO -2 -5 SG75 -3 a SE •5 -0 HP -2 -4 Hasse SI=a Adjustment Hasa Size (It2) Subtotal Houses With Ducts (R-4.2) 1000 Water mom +g SEER to Poen Score Sum of 7.9 1499 30 Spin Patg -25 or -24 to -14 to -4 10 .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 4 3 2 2 1 0 120 11.6 8 6 5 3 1 0 13.0 12.6 11 9 6 4 2 0 14.0 13.6 13 11 8 5 2 0 15.0 14.6 16 12 9 6 2 0 0.48 .2 Effective SEER -1 - -7 (SEER x duct efficiency) Elf SEER 3 6 Sum of 7-9 -1 4 Split Pcxg -25 or -24 to -14 to .410 +6 to 16 or AC AC less -15 -5 +5 +15 more One Story House -19 QM -17 5.0 4.9 -29 -23 -17 -11 4 0 6.0 5.8 -16 -13 -9 -0 -2 0 7.0 6.8 -7 -0 -4 -3 -1 0 8.0 7.8 -1 0 0 0 0 0 8.1 7.9 0 0 0 0 0 0 9.0 8.7 5 4 3 2 1 0 10.0 9.7 9 7 5 3 1 0. 11.0 10.7 12 10 7 4 2 0 120 11.6 15 12 9 6 2 0 13.0 126 18 14 10 6 3 0 14.0 13.6 20 16 11 7 3 0 15.0 14.6 22 17 12 8 3 0 Two or Three Story House -35 -22 5.0 4.9 -35 -27 -20 -13 -5 0 6.0 5.8 -21 -17 •12 -8 -3 0 7.0 6.8 -11 A -7 4 -2 0 8.0 7.8 -4 -3 -2 -1 -1 0 8.7 8.4 0 0 0 0 0 0 9.0 8.7 2 1 1 1 0 0 10.0 9.7 6 5 4 2 1 0 11.0 10.7 10 8 6 4 1 0 12A 11.6 13 10 7 5 2 0 13.0 126 16 12 9 6 2 0 14.0 13.6 18 14 10 6 3 0 15.0 14.6 20 16 11 7 3 0 Adjustment for No Task laatlatroa Number of wrier Maatats Water Heater Tvoe One Two SGSO -2 -5 SG75 -3 a SE •5 -0 HP -2 -4 Hasse SI=a Adjustment Hasa Size (It2) Subtotal Inas 1000 Water mom +g than to Poen Score 1000 1499 30 -17 •5 -25 -14 1 -20 -11 -3 -15 A -3 -10 -0 -2 . -5 -3 1 0 0 0 5 3 1 10 6 2 is 9 3 20 .11 3 25 14 a House She Ad)ustment Huse size (it) sumaal 15M 2000 Water Heamtg to or Pant Score 1999 more 30 0 3 -3 0 2 -20 0 2 -15 0 1 -10 0 t .5 0 0 0 0 0 5 0 0 10 0 1 15 0 .1 2D 0 .2 25 0 -2 Zonal Control Adjustruent All 6 5 4 2 1 0 IZ. Water Heating One Water Heater - No A=Ulwy Credits OWrimm symarz Ramo system. Water cLn a Erw7J STD HWR Rpe No Tutu Dame Piemer Tvoel Zones Factor POU Insul Ctrl SG50 AN am 0 3 1 -0 -5 0 0.61 5 8 6 4 0 5 V3 8 11 9 0 4 8 SG75 Ali 0.48 .2 1 -1 -12 -7 -2 038 3 6 5 -5 -1 4 am 7 10 8 -1 3 7 SE All OX -20 -12 -17 .41 32 -19 QM -17 -0 -13 38 -28 -16 IG` All lien 2 5 3 IE AN Obi -21 -12 HP 6-11,11,15 180 4 7 5 -5 -1 4 Two Water Heaters - No AnxMw7 Credbz SG50 All am -7 -4 -0 -17 -12 -7 0.61 1 5 3 -4 4 1 0.73 6 10 8 -2 2 7 SG7S All 0.48 -12 -0 -11 -22 -17 -12 am -1 1 0 -11 -0 -1 0.68 6 9 7 -4 1 6 SE All 0.87 -22 -14 -19 46 -35 -22 0.91 -16 -7 -12 -20 -28 -15 .G AO 0.80 1 .1 -1 IE AO 0.93 -21 -12 HP 6.11,13,15 1.80 •1 3 1 -10 -6 0