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063-350-020
063-350-020 01-0986 BRAZIL, LENARD & ANN jrd,5 iNOPCL CHICO CONT: HARRY KOENIG NEW SF W/ GARAGE b;q; oqq.," e 3 3 5 NOTES 7/�,/a/ d K ,X J r Fr - �t RESIDENTIAL 063-350-020 01-0986 BRAZIL, LENAR.D & A,,rrN��N 15.o5fl1OPEL — rp{ C -s CONT: HARRY KOENIG J,17 NEW SF W/ GARAGE A °EXPIRED UNABLE TO FINAL (Q� DFFIC COPY Address __L5 6o6 r GAS Meter By DateL_q-Q_)L ELECTRIC Meter By Date Address �I GAS 4. I Meter By Date f ELECTRIC ;Meter By Date �� S =D XRA FLOOD CERTIFICATE REQ. ` t FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS y} VERIFY > + 7 � l ' USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER _ tf r '�00 t JOB FINALED (Date) . Si— j per As .,F Signature 5-16 � . Ti V = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ti's Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap; -/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12.- Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date 11. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date nderfloor (Plans) OK except #'s 6,f1 oning- Setback s- Easements- Flood- Slope (1 Fig., Main; Soils-Elec. Grnd.-/ /" Fig. Depth L j 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth 4. Ftg_.,J;16-rches & Decks; SoilsSteel-/ P' Fig. Depth ywelT� Main; Ste at- Bloc kouts-Wrapped B�emwalls, Garage: Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers-_Eicep ace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test J / 1 UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test (Single & Duplex) Date 11. 1 Water Pipe; Test -Anchors -Regulator -Service Test angers -Post Caps -Anchors -Connectors 1 Eiectri derground a 48. 24 enu Ducts; Clearance -Material. Support -Ins. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 14. s -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 52. 16. Insulation Width -Headroom -Rise -Run -Landing -Fire Protection 2 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 226bfeed Card B-1 Date Card B-1 Date 30"Range Car B-1 Date Card B-1 Date 1 1 WMBING (Permit) OK except #'s at Htr.; Vent -Access -Combustion Air Baffle ter Pipe; Test & Anchor -Nail Protection 1 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Date ✓ Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Continued) EL TRICAL (Permit) OK except #'s angers -Post Caps -Anchors -Connectors 2 ixjrel`e & Transformer Clearance -Ins. Protection a 48. 24 Receptacles Spacing -Lights & Switches at Doors Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 21,4iX Boxes & No. of Conductors Stapled 26 ex Installed Close to Edge of Studs & C.J. 52. 2 . E . Ground made up w/Meth Fasteners -Bond Gas & Water Width -Headroom -Rise -Run -Landing -Fire Protection 2 2 Appliance Circuits in Kitchen & Conductor Size GFI 5f3'g1 _ g -Nailing Veneer 226bfeed Wire Size ij..,Lja. Cu or AI-A.C. Wire Size / r / gab or AI 58. 30"Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No hear Walls; Nailing -Bolts C/d! 31. S ice -Riser Conductors & Ground Main Disconnect 3 . F�q�p. Clearances Panels-Motors-Mech. Equip. 33. rhes Closet Light -Shower Light -Spa Light Smoke Detector Date Date ✓ Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date WCHANICAL (Permit) OK except #'s Ducts Insulation & Support 3 . V t Fan, Exhaust above insulation 3 C densate Drain & Overflow, Size & Grade 38 Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B -t Date Card B-1 Date FRAMING (Permit) OK except #'s 40. ills Proper Materials & Anchors 1. alls Studs -Nailing Spacing & Braces -Plates -Sound 2. a ing Walls over Girders & Floor Nailing 45!!:5k Stop in Walls (rat proof) 44!o"Fire,%t5ps, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearing r Date FRAMING (Continued) 4 angers -Post Caps -Anchors -Connectors 47. _gj rt . Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. a 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 4 Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Garage Fire Protection Framing 52! Property Line Firewall & Openings 52. Ext..Qoors-One 3' -Check Garage 3rd Story, 2 Exits 54 -'Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers 5f3'g1 _ g -Nailing Veneer 57 Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic C' 5 hear Walls; Nailing -Bolts C/d! 60. Brace Interior/Exterior Wall Panels 51. Insulation- Walls-Ceilinas 62. Infiltration -Walls -Windows sa T -w # i .a Date 14 SV Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date A s) OK except #'s teps-Door & Sidelight Protection -Landings 4. Smoke De mace Ve -clearance-Comb. Air-Connector- Ine; Above Floor -Ducts -Meth. Protection 6 Bedroom q 67. I. & Bath Fixtures & cess -Spa 6 lec. Trim & Sub , Breaker Sizes & Labels 6!7]! lairs ails 70. ireplace or Stove, Cleara' c>f`earth 71! -Et c -outlets at panel, Int. & Ext. 72.-4f�.ixt. & Applianc ' round -Air Gap -Cooking Clearance 73. ec. Outlets & Receptacles at Kit. Counter 74,,G-ar' e Door; Swi - an g-Closarff - 7 . A.C. Duct in Garage -Damper 76. ic: Vents -Clearance -Comb. Air Con oetafly-R V. in Garage; Above Floor -Meth. Protection ¢YFI�Elec. & Mech. Equip. Listed for Location 78. ec. Receptacles in Garage (F.F.I.)-Ramex Protection 7 sulation-Foam-Looked in Attic 80. ails & Deck Construction -Post Caps 8 . Fdn. VBents & Crawl Hale Door Drainage & Wood -Earth C�ce Looked under Floor ❑ Yes 82. FS1 Instld./Drive J Yes D No/Walks J Yes J No/Planters D Yes J No 83. Stucco Brown -Finish 84.C. U it Disconnect, Electrical -Plumbing 85. ents Above Roof, Plbq-Appliance-Fireplace-Clearance to Openings 86. ater Well, Disconnect, Electrical, Plumbing 87. xteri Elec. Trim, G.F.I. Receptacle -Underground 8 entila cm Throughout House 8 ass P n 9 . or tions from Previous Inspections 9 as Test-M!'!pE Tagged, Gas -Electric ewer Connected -C/O to Grade -HD Approval (MLenergy Compliance Certificate -Other Certificates dress Posted Date `/[J-oCard B-1 U Date Card B-1 Dates `I`3 -0?_ Card B-1 UA Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 1.1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 4--7-County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 063-350-020 ZONING. ' A3 BUILDING PERMIT OWNER BRAZIL, 11NARD &ANN TELEPHONE 890-01 1 SO. FT. OCC. BUILDING VALUATION 4923 R3 265,842,00 . OWNER'S MAILING ADDRESS Il 480 U 8,640.00 DHWY SKOMIG TELEPHONE 89..-8974 1780 C 23,140.000 503 0 3.521.00 CONTRACTORS MAILING ADDRESS VO WX 238 MUM RANCH CA 95942 CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 302 643.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1350.00 ARCHITECT OAIEN°=IUNG ADDRESS Plan Checking Fee $ R77. S1 BUILDI G. DRESS PEL CHIGO Energy Pian Checking Fee $ 23 00 • $ PERMIT FEE $ 2270.50 LOT NO. 19. SUBDNISIOWS MIME rfMTKI PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑• Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap Id 7.00 126 Solar or heat pump water heater . 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 i TYPE OF WORK New O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N1- SF WT� GARAGE', . s' Gas piping system 1 - 5 outlets 15.00 14 , f'ul Building sewer 15.00 1 5 Mobile Home S G W Q20.00 PERMIT FEE $ Lill;! -i Ui ELECTRICAL PERMIT Filing Fee 20.00 Main Service Yo.A OR LESS 23.00 -)q (►n T 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 1 J t Lic. No. 5// f OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, 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 f. Main Service YOGA TO IOOOA 46.00NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BLDS. 3.50FS°r 1 Q(1 NEW -NON-RE°S• IpT.MULTI.OUTLET . ea 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU • OUTLET OR FDrrURES 20@''00 SAL @ .SO Ex. Occup. DVTLETSRa D,° A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 2b1,SU WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit 1s 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 arrier and policy number are: Carrier. 'r., ,<,..-., _�,. �., r-�,� . MECHANICAL PERMIT Filing Fee 20.00 Heating 2 5-00 , . •w Cooling 3. U. Hood 6.50 6.51) Ventilation 2 4.50 9.00 1.5 . 00 PERMITFEI: $ 110.5U Policy Number./-,, ^- y'' / �, %'� r. /1// ) T f'. T - Vie' (The above sections need not be completed ifi e permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / ,,/ X _�,/.,. �1r'r's. ,. Date 'I - i - / Signature of Applicant - ❑ Owner 0" Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. r� ' i®A�1 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ K3 CONST. TI TOTAL FEE $ 2894,30 HAZ. D. i,YMP Al FI�OD A COF I► PARyL PSD A ISSUE, This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above foi hick" fees have'been paid. ByI Date v PERMIT EXPIRES O� - ReceiptNo. "i�:.�{.'i*a�i�l•.0�/��y`1;�3 �.�i!YI�YiA�r WHITE-D.D.S.-B.D. ' CANARY -ASSESSOR PINK: INSPECTOR GOLDENROD -APPLICANT` c! COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 n CORRECTION NOTICE OWNER v PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If yo .have any questions pertaining to this matter, or need additional explanation, please cont his office immediately. /l W Date 5--/6r tr spector REV 10/92 �-...E,�_,�y;,z..,ye:..,,,,',<�-.�e.wary .rs^lfs... 4'ij+^^� �.�..a-_ar...,. �i�n r_ '+a.+.•`:r.:,Ks�,i...,._ ."4'ir."�w✓f.-{�L�..'r� 1 I COUNTY OF BUTTES 1; l i 1 .--- -- --- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE �Z, c ER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice 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. ( r Prov ; lri C f<� d� t� s t�at,� �Y- fes' P1 � �z Date , ZInspector REV 10/92 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION ROVILLE 1 FROM: ENVIR.. HEALTH, CHICO _.BATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL -FOR: -- OWNER NAME: SEPTIC: WELL: AP#: 2— 3 f 2 r ADDRESS/LOCATION: l/ � Comments: GUmemostreleasehold LOERKE INSULATION CO, INC. �� l�� �� INSULATION CERnF>cAME counk on DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (indms) 2. CEILING Batt or Blanket Type Fbe�aMass Batts Thickness (Indres)�,? Laoft Fill Type Fiberglass C=*actor/s min. holded weWft sq, o, GS -q Brand Name Thenal Resistance (R Value) Brand Name Johns Manville M,Am ral Resistance (R Value) ,� —_3k 0-- A jy<� Brand Name Johns Manville Wmimwn Thickness 4� %y Mar ufachme>'"s Installed w tndtes_ WOW per squan3 %trt to achieve, Titertrnad Rene (R Value) ,,e — 3k 3. EXTERIOR WALL Material --EbaughmBrand Name Johns Manviw Thicmess Wm) � %2 Thelma! Rhe (RValue) /e — T 9 4. RAISED FLOOR Material F+berola��tts '1ftt mw (indms) lz 5. SLAB FLOOR / PERIMETER Thickness Perimeter InsuMm Depth Ouhes) 6. FOUNDATION WALL �_, Brand Name Johns Manville Thermal Resibnoe (R -Value) Brand Name Thermal Resistance (R Value) Brand Name Thickness (orches) Thermal R (R Value) DECLARATION 1 hereb cer tfy that the abovewo installed in the building at above location in conformance RegWith cummlt b ldings (i 24,Part 6, Calffomia Code of Regulations) as ��imn aPp e• C.L.g+489150 min WE— tem Igneum, Date LOERKE INSULATION CO., INC. Gerte� nbactor (Co. Name) Or Owner G:=n1factorn tractor Co. OreOwner r N, contra r o. Name Or �✓C�eneraf Contractor (Ca ame) Or wner FINEEREOWOOMZYSTEMS .,; N �f Certificate v r ' Conformance rf l I Certificate 054053 y HIScIS`TO CERTIFY that the glued lam(nal:A�timber products identified with a collective mark of ngineered Wood Systems (EWS) were` "manufactured in accordance with the applicable standards nd'associated specifications indicated.below: I ANSI Standard A190.1-1992, For Wood Products,— Structural Glued Laminated Timber NER-486 Glued Laminated�T(mber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber :Of Softwood Species :j, > IT IS iEREBY CERTIFIED that the APAYEWS4 demarked structural glued laminated timber members were I.' in a manufacturing facility,subfect-to regular audits in accordance with the Engineered -Wood Systems (EWS) Quality AssurancetiProgram. Routine audits include inspection of the -plant QA program with adequate sampling to verify manufacturing process and evaluation of the in conformance to industry standards for lumber grade and glueline bond quality. (ter. •'. ` 4Fj. l' \/ � V tl. .. 1 a,,, o W o oo°�•,, 0 R =444 fes SEAL gym_ • � r • ti f ,�$4 � pix 0�%��• Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related cirporatlon of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Stroot - P.O. Box 11700 - Tacoma. WA 98411-0700 " Tolophono: (253) 565-G600 - Fax Numbor: (253) 565.7265 CLAIMANT. ADDRESS: COUNTY OF BUTTE Oroville, Califomia GENERAL CLAIM CITY & STATE: Fi9V-r_'sf �_`, �G. �/ DATE OF CLAIM:t""- IMPORTANT., -IMPORTANT: SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES nti ocvcoOm C%lr,� DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELA TO'T'AL AMOUNT PAID: AMOUNT 200. 00 j TOTAL AMOUNT REFUNDED: 200.100 I ' gE6�Ti\t DUE TO CLERICAL ERROR. (AP# 063-3 0-020, ;;P# 01-0986,RECEIPT# 6 '�l 1: OWNER: HARRY KOENIG 4330 DATED TOTAL 200.00 I, the undersigned, declare under g penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. f Dated this day of itI""j 20_, atCalif.r 6iU4 J "� nature of "Iwmant v t_ I, the undersigned, hereby certify that, to the best of my knowledge, the services or specified abo n performed or delivered and that there Is a Budget Appropriation (J or Specific Board Approval [ J (Check one) for the sa Dated this 18 day of JULY , 2o_, at OROVILLE , Calif. Departmeit Head or Authorized Deputy Dept. Code 101 Exp. Code 1802 PAYABLE FROM WATEk TENDER FEE BATTALLION t. Code Ems. Code PAYABLE FROM Det Code Exp. Code PAYABLE FROM 2 FUNDDe FUND FUND DO NOT WRITE BELOW THIS UNE -AUDITORS USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. C} CLAIMANT'S NAME MAILING ADDRESS REFUND CLAIM APPLICATION k ASSESSOR -PARCEL #: 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 Sheriff Fees SRA Fees (CDF Fire Planning) Urban Area Fees Disposition of Plans: Plans returned to me at counter Please mail plans to me at above address. ( ) . Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM RM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. L.� 13 L�c�-C-" 4 eel" -S FOR BUILDING DIVISION USE:: '+ Receipt Information: " Number: 3 a 3 3 U Date: Issued To: Amount: -... Dc c O 0 .._ Fees Retained:. P Processing Fee: $ Bldg Filing Fee: $ Plbg Filing Feerte $ Elec Filing Fee: $ O�V Mech Filing Fee: $ Energy P/C Fee: $ v Plan Check Fee: $ Inspection Fee: $ SRA Fee. $ Loo 00 ` Total Amount Retained $ TOTAL REFUND DUE $ #82 D 0,0 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERM T NO. (Rev. 12/96) APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER 063-350-020 ZOM BUILDING PERMIT OWNER BRAZIL LENARD & A TELEPHONESO. 899-0121 FT. OCC. BUILDING VALUATION 4923 R3 265 842.00 . OWNER'S MAILING ADDRESS 'NN 480 U 8,640.00 cHARRYSKOENIG TELEPHONE 893 8974 1780 C 23 140.00 503 0 3,521.00 CONTRACTORS MAILING ADDRESS PO BOX 238 FOREST RANCH CA 95942 CONSTRUCTION LENDER Fireplace A 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $ 302,6 3.00 ARCHITECT OR ENGINEER UCENSE NO. Filin Fee $ 20.00 Permit Fee $ 1350.00 ARCHIT ENGIN IUNG ADDRESS Plan Checking Fee $ 877-50 sulL I DREss NOPEL CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 2270.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 26.00 Solar or heat pump water heater 23.00 Water piping 15.00 15-00 Each as water heater or vent 15.00 TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF WITH GARAGE.. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W (9?20.00 PERMIT FEE $ 206.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.**.'A OR. L.ss 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu'jII force and effect. License Class �V�� Lic. No. �/ / ") G 9 OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. OWEUJNG OCCUP. 3.5¢FO OR ( S. cad MULr1CC. NON RESID. @7.50 8Po EEINGL Q T A EX. OCCV OUTLET OR FIXTURES BAL ®':y�0 ED API Ex. Occup. o. (PR D°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 261.30 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I 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' c m nsation insurance rrier epd�policy number are: Carrier Policy Number (The above sections n ed not be completed Qhe permit is for work bf a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Z - Date �_/ - p/ _ Signature of plicant - ❑ Owner W�tractor ❑ Agent An OSHA pe It is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in hei ht. MECHANICAL PERMIT Fling Fee 20.00 Heating 9 5.00 30.00 Cooling 2 L5.00 30.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 GAS STOVE115.00 PERMIT FEt $ 110.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ 2894.30 HAz. D FEES IMP X FLOOD X CDF X I PARCEL X I PD I HD SU X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicatede r hi fees ha been paid. j By Date/ tPERMIT2RES ON afe Receipt No. % �8 =3a %S ' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINkANSPECTOR GOLDENRO PPLICANT r / I (Rev. 12/96) ,COUNTY OF BUTTE - DE T OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Dri a Ile, California 95965 • Telephone (530) 538-7541 PERMIT NO. KATION AND PERMIT G 01 4q,-9lC4 ASSESSOR PARCEL NUMBER - New _33 090 ZOwN_ 5 BUILDING PERMIT OWNERTELEPHONE 23 ra -Z i 849 -61 j 1 SO. FT. OCC. BUILDING VALUATION - OWNERS MAIUNG ADDRESS Q O 0.00 CONTRAC-,T TELEPHONE Q/ , OVq�Cgo \ � C Q �- O�J COO _G F CONSTRUCTION LENDER Fire laceA 1 11500.00 LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $/357(o 0() ARCHITECT OR ENGINEER'S MA41NG ADDRESS Plan Checkin Fee b 77. 50 BUILDINGADDRESS �� L_N 1`f Energy Plan Checking Fee $ Q 3 QQ PERMIT FEE $ o 15 LOT NO� SUBDIVISIONS NAME tjl / L t, YVY�I`/fir, ) L i PARCEL MAP p2 PLUMBING PERMIT t4 Fling Fee 20.00 USEOFSTRUCTURE �'I ��� SFA Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap L + 'iS) p n� 8 7.00 Ov Solar or heat ump water heater 23.00 Water piping 15.00 j 6, 00 Each gas water heater or vent 15.00 TYPE OF WORKI New ❑ Addition ❑ Remodel ❑ Utilities C3 Installation 13 Other 13 Describe Work: 4 ,6X- 17"1 f 6a -d'1 Gas piping system 1 - 5 outlets L 15.00 �j", l- Building sewer 15.00 j Fj tri Mobile Home I S I GW Qa 20.00 0 0 PERMIT FEE t ELECTRICAL PERMITawn & JFillngFeel20.00 eoov o s Main Service 200A D LESS 23.00 a3 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 under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will malntain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis Issued. My workers' compensation Insurance carrier and policy number are:laaeg Carrier_ Policy Number (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit Is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 20" TO L000A 46.00 , Ap NEW CONST. DWELLING OCCUP, 3.5QF0 OR �oNS" 110 MULTI NON RESIO. OUTLET @7.50 PDX APPARATUS a sINGL.E otm� C", 20 .00 EX. Occup. OUTLET OR FD=RES BAL L.50 DTS (R=.DEA 5.00 Ex. Occup. OMD Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE b 3 MECHANICAL PERMIT Filing Fee 20.00 Heating 30.M 30"O Cooling 30-00 3610 Hood 6.50 ,S() Ventilation a y, SU q.&L) ' PERMIT FEt S• , Q Mobile Home Installation Fee 5 Energy Inspection Fee $ �((a. 00 CONST. r AL FEE$ ,-3o HA=. D ��OOD FLCDF EL HD I ISSUE M This permit Is hereby Issued under the of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. , Date to Receipt No. -3 WHITE-D.O.S.-B.D. CANARY-ASSE SOR PINK -INSPECTOR GOLDEN ROO-APPLICANT I L � t COUNTY OF BUTTES D 4ART OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER ILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERM APFLICATION'DATA SHEET OWNER:�9j ASSESSORPARCEL T ER: 0�3 ��J - n Ci Proposed Bdd&g Use: �S� Building Inspector: Date: j!;- I j At time of permit application, I was advised the following data must be sub ' ed prior to pe ssing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ El 6. Energy Desjgn`Compliange,and supporting documentation. ---------------------------------------------------- 3 7. Statement of Intentfor Non Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. 116rdous Material Form. --------------------------------- ! --------------------------------------------------------- 09 -------------------------------"--------------------------------------------------------- ❑9anufactured-Home data and installation instractiorig including Tie Down Specifications .------------ ❑ 1 U4.Fees of $---------------------------------- -------------------------------------------------- 1 pact fees as shown on the attached schedule. =---------------------------------------------------------------- �.N� California Department of Forestry plan approval/fees. -_ o/ ❑ 13. ood elevation certificate.---------------------------------------------------------------------------------------- G' tation and plot plan approvalCW(C o Health Department. ------------------------------------------- ❑ 15. City of Chico plumbingpemut.----------------------------------------------------------------------------------- . . ❑ 16. Plot plan and business license approval from the City of Biggs., ❑ 17. Planning approval for (A) Use: C (B) Parking: -------------------------- r . O 18. Contact Land Development about ❑ Improvements, ❑ Drainage,1-514,,egal Parcel. -------- --- ------- pp --- ncroachment Permit for driveway (construction approval prior to occupancy). --4-e -- -6- -- 1120. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. -----------------------' ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). --- D�L'etter of/signature authorization. ---------------------------------------------. copy of Agricultural Acknowledgment Statement. of intent on building use.------------ actured Home utility clearance. ----- isting violations and/or expired permits. -------------------- t33 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ (Date) r Wyo u issue the eermit, process fo 1:1ows Mail own ; ❑Mail to contractor. hone /,, /• % `_ % and hold for pickup at office. ❑ Deliver with inspector. STYZ-v T SI'L�V 1F3 W C✓f 3�'bl f[ t Applicant: i 9 ,amu Date: S O ell Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire D5artment, ❑ Air Pollutio, Dater' Copy of plans sent ❑ Health Department, ❑ Fire Dep t e . v By: "' ►' 1. Index permit application for the above items number ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: rdesigner, owner, was advised of the above required data byA phone, ❑ mail, ❑ Building Division counter, bye Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by ZS Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisio e t , by Date: Plans reviewed by: Date: Plans approved by: p( Date: 61 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: doll...., f`...,., ile......a....,._ _rT_-'_7------` "--- r. .. _. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance (0 1. - C-) 0-� E.H. USE ONLY Plot PlanAttached Floor Plan Atta • Sent to B.D. Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other / sz> /7 ,.— 8A G,t i/'7>i.6.1 _ ,c— > A rices )�7 .� C Hold final for: 0. K. for: NOTE: WIR-A ISA/A / . Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING SE �7, 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ............ -- Additional Fees Due ........... -- Revised Plan Checking Fee ....... U'L27- SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x - = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) / IV -et&) DATE- f RECEIPT # DATE REC �. 3K1�19g 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) _W7. SRA FRE INSPECTION' AND PLAN CHECK �� , 31 Lf c1g0 28 89.00 (paid at Building Division) . WATER TENDER FEES (Battalion #) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) , 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE / -- d -Z Pursuant to Governmen ode Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) LINTY OF BUTTE DEPARTNM- Z bF�F�SVcoPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTERD V - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 c-„ S HEDULE OF FEES DUE n / OWNER y A.P. #0 3-3SL6-C �/��� v PROPOSED BUILDING USE ' F. DATE 1. BUILDING PERMIT FEES -- Balance Due ................ t. -- Additional Fees Due ........... $ -- Additional Fees Due .. ....... $ ReviWZPlan Chec1fng Fee ........ $ SCHOOL DISTRICT FEES K (paid at District Office) Z- C b S G l - I -'L, i3 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units RECEIPT # DATE REC c -G Commercial (sq.ft.)... z $0.03 = $ Sq.Ft. �� I C. �. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ )#Units Amt. �•r ' 4 Commercial (sq.ft.) .. x =$ Sq Ft. Amt. l ) 5. RECREATION DISTRICT FEES (paid at District Office) l 6. THERMALITO DRAINAGE DISTRICT FEES \ C ;$510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK �Ci'. �J I 14 qq9 $89.00 (paid at Building Division) / _ ,• t 8. WATER TENDER FEES (Battalion # c1 ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. V >V / - APPLICANT _ DATE � Pursuant to Government(_G de Section 66020, you are hereby-6if—ed that items 2,314,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest.. The requirements for a protest are specified in Government Code Section 66020(a).. L Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner �' (Rev. 2/97) AND WHV R;GDRDED MAM TO: I , BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIII"III'IIIIIIIII'IIIIII'lll'I!� `; -- 200 1 —0024 1072 Recorded Official Records I REC FEE 13.00 I COPIES 2.00 County Of BUTTE j CANDACE J. GRUBBS I Recorder ROSEMARY DICKSON I Assistant -1 Cindy 02:37PM 26 -Jun -2001 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DIEVELOPIVIENT Section 26-8 of the Bute County Cade required this aclmowledgment to be recorded prior to issuance, of a building permit. 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 inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations iacluding, buy: not li nitad to cultivation, plrnving, spaying, Mining, and harvesting which oocasiastally generate dust, smoke, noise, and odor. Butte County has established agricuftm-rd purposes and residents within said zones and Gn ad, anent prc;>vrty should he prep& -ed to accept such inoonvemen: e or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: JLC �c .1'lE'd C—,C��p+-- Dago/C� `> O PROPERTY OWNERS: State of California County of Oaf F) c) before me, personally appeared —__personally known to me (or proved to me on the basis of satisfactory evidence) to be Sate persons) whose name(s) is/a: a subscribed to the within instrtn:ent red ackno.viedged to me that helshe/they eRecuted the same in hi A:Wthe:r authc:trmd caprcity(ies), and that by his!her/their signature(s) on the instrument, the person(s) or the entiiy upon behaH of which the person(s) acted; executed the instrument. WITNESS my_band and official seal ,pe ._ . A.P. #,04 3 - 9 To - 012 (� 20 Oom�nMibn,/11 i11k Q!1 woa +e ,ply V, . ,• , ORDER NO. BU -167775 LN. DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THF. STATE OF CALIFORNIA, COUNTY OF BUTTE, , AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOTS 11 AND 12, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN SUBDIVISION UNIT NO. 211, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY ls, 1991, IN BGGK 122 OF MAPS, AT PAGE (S).61, -62 AND 63: RESERVING- THEREFROM P NON-EXCLUSIVE EASEMEN- FQR-TNGRESS--ll- D EGRESS AND FOR PUBLIC. 'UTILI`T'IES -AS-- SHOWN0- THE. ABOVE MAP.: . SUBJECT TO COVENANTS, CONDITIONS AND. RESTRICTIONS, RECORDED JANUARY 13, 1992, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-1222. PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED .IN THE OFFICE OF THE RECORDER OF THE. COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 20, 1981, IN BOOK 86 OF Nr.APS,'AT.PAGE(S).50 AND 51. PARCEL III: A - NON--EXC.LJSIVE EASEnINT FOR INGRESS AKD EGRESS. AND PUBLIC UTILITIES OVER PARCEL 3, AS SHOWN .ON THAT CERTAIN BOUNDARY LINE Zfg0DIFICAh'I6N` nY PARCEL MAL, RECORDED IN THE OFFiCE JF .THE RECORPm_ CF THE COUNTY OF BUTTE, STAT: -OF CALIFORNIA, ON JANUARY j.'3,'1984, IN BOOK 94 OF MAPS, AT PACE(5) 24 AND 25. PARCEL -.&V: A NON-EXCLUSIVE EASEMENT FOR -INGRESS AND EGRESS AND FOR PUBLIC UTILITY PURPOSES OVER PARCELS 1, 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL MAF, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 23, 1985, IN BOOK 99 OF MAPS, AT PAGE(S) 90 AND 91. PARC�,L V: A NON-EXCLUSI'rz EASEMENT FUR I2:GRESS AND EGRESS ' AND FOR PUBLIC UTILITIES OVER LOTS 1 THRU 7 AND 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN SUBDIVISION UNIT NO. 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGE(S)..y 76 77 78 79 AND 80. '` x' .,r` r . ORDER NO. BU -167775 LN DESCRIPTION - CO3TINUBD A NON-EXCLUSIVE BASEMENT FOR INGRESS AND EGRESS .:AND FOR PUBLIC UTILITIES .AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLJCIN SUBDIVISION UNIT NO..201, WHICH MAP WAS_RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY - 18, 1991, IN BOOK 122 OF MAPS, AT PAGE(S) 61, 62 AND 63. 06/05/01 11:13 FAX 530 891 3220 CHICO UNIFIED S.D. 9 002 BUTTE COONTY SCHOOLS IMPACT FEE CERTIFiCATWN FORM (One fofnrper Balding) School DlsMd I V S'c> tiuliding nt No. `�y • - �uri6dktion: -95-0 City COWRY Number A.P. Numb Properly Owner I r. • >. % �'` lcw e- S' Property Location/Addresa `� /�'1 e •JL Subdivision tart No_ i Residential Development 3q. Footage 1 Nb, of 'Erving Mobile Home m Ad&IW 'Supplemental to = (GAP R) j Unna Installation conversion Permit # 1 j -(No foundation inspection)' CommercialflndustriW 0 Q Now Addition Building De�Rn�g;R.Reyrer�n�live �' i (Floor Pians reviewed by School D District Identification No. I ��_ ! lLJ 2 i L School District Certiftes that (Street Address) 1(L C'� kt^i.rK r V 1 (City) has complied with the mquirenients of Resdution No. Sq. Footage (Indudmg FAerior Roofed'ftilas) 6-/-0/ Date lAppiiceM�) iPhone Number) 1(Stated//� (Zp Code) //�� 7- Vby payment of $ /0/ V qZ . / School Paid by Check ? �/ Remarks: I Notice: You may protest the inooeitiorr of the fees Identified above by wAmitfing a w/ltten Protest to the District. in compliance with Govern, snt Code Section ee024f(e). vrWn 90 days from the date fees are paid. FoRwe to aubmit s tlmdY carman protest will prohibit you from efi dkw4ng the imo®ition of the fees in any court cation. If. subsequent to the School Diatilct Representative signing this Ihme County schools Impact Fee Cwtifieadon Fpm. the Sdoo District is notified by the eppllicame Load Plaltnirg Agency that oft pr*rct is being reviewed under the California Emvimm umitel Moot Act (CEOA), this oralent may be sublect to ad'6tional ad fees to fully mitigate in irrnpact on the school (lWct*s schools. White lapplicant), Yellow Ibuftn9 department), Pink (school district) feeform'XIS Itol66)amm I 06/05/01 11:13 FAX 530 891 3220 CHICO UNIFIED S.D. 0 001 To: Dept of Public Works Chico Unified School District 11631~ 7" 5vicet Chico, CA 95929-5999 Fahr: 538-2140 From: Mary Wrysinski Data: 06/05/01 Re: School Impact Fee Pages: 2 Phone: 530-895-4045 O Urgent O For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Following is a copy of a "School hnpad Fee" form for Koenig Consbuctlon thalwas not signed Diane Martin has signed It N you need anything else plum let rm know. •.:,+:?:y�r�...e.:+x•:::.,I;.�;,x�,•�cy'c� y..: 1-lix'RA22" - ��^C• • • • • • • • • • • • • ,.,,f� . .�:.�.. Z '•1+:hi'..r%y!I .:-b' �i :.r.,a,•h�+5:li.r.'!; :'ilm,{t•._cj�. any(,i.d+•ti ,ihj,yr7•is{7ri�:L'A;'t:7:::`}ip'^{",5'i•iienFsif�ri?+.{�'kc.., z-- °.'i,•a•',.(.a .... t, ,.h...ti lx. :1?i • JI'..:......." rn3ymx,y�iini' ,.. ,rie• T.FF..gn'�G.iE:�{"c:_�:.nr J:},• 6i�:inu{iy'ic�..,,���- `�.N�G...s� -,,;;u •: �i: ;;;:;+�. '.Lli+,..::.i'-..�:isai;,F;,'+tG.J%r,CC4'::...._..�,Y:iil .tiidlc}LP.'.� .�••�Y"'" �1GtC". 5.tir : .,... � * ti � � ,�' "�._ . .. was' ., �:.. ..rti,.�'. ...7 . .., ...., 1t �.,..i�.-. . /S�$.r"7' ; M': #�'�T.* v`•- , BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 1,,. V S Building Department No. �,- A.P. Number U 0JurL1ic'1t>ion: City County Property Owner Property Location/Address Subdivision Residential Development CommerciaVIndustrial L InI1,1 a e— ........................................................................................................... 9 �J.. Sq. Footage No o g Mobile Home Addition/ Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection); ......................................................................................................... New Addition Sq. Footage S (Including Exterior Roofed 'Areas) -i -a/ Date trioor r-ians reviewea oy acnooi uistnct r-ersonneq District Identification No.j)14 9 to School District certifies that .� (Applicant) (Street (City) has complied with the requirements of Resolution No. representing i � Qz3 square feet. School District Representative Paid by Check # Remarks: C / (Phone Number) (State) (Zip Code) by payment of $ /oj V /�j 2. % T r . AB 2926 $ FULL MITIGATION $ (n Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 9.0 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEGA). this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm V6 3 MOM d 3 L S L� L SURVEYING 1007 Bille Rd. - P. 0. Box 671 - Paradise, CA 95967-0671 Telephone: (916) 877-4300 - FAX: (916) 877-2251 May 29, 2001 To whom it may concern: This is to certify that on May 25, 2001, we performed a Topographic Survey of the Brazil's Driveway. At that time, we did not find any portion of the Driveway exceeding 15% in grade. Sincerely, Lorraine Lundy, PLS 1, 4�,e �k� O —' LS. 6689 :0 V. Date 6/30/ OFCALIFO� !' SITE PLAN REVIEW APPLICATION Date: 5'- 3 - O i AP# 3 �S Permit Number (if applicable) D 1 _ 09 B (9 APPLICANT INFORMATION Parcel Size: Owners Name: Zl .L , L E NA Owners Address: ©, c Ox CX 9-59 H Z Telephone No.: Situs Address: iy P GL Proposed Use: Residential in New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory . ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial - ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt. Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel • ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SER DICES INFORMATION (For Staff Use) ❑ Approved 13 Conditionally Approved Site Plan Stamped Approved By Date— Ll — O Page I of 5 ❑ Resolve Problems Prior to Approval ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ ' Verify.residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------- ------------------- ------ ------------- ❑ Detached Building Use Form ❑ Encroachment Per F1 Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ^1 rl-) - r5 Applicable Building Setbacks: . ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front .5 d Side 1 Side Street Rear O 2j Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire 11 School* CH s co u w-Pj6a�. ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ .Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Amount .-Formula ---------------------------------; ----------------------- ----------------------- Subdivision Map Special Fees ® Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q ,Deeds: - .Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference:. Legal Access Required ❑ No ❑Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards.for Deed Creation: ❑ No ❑ Yes Comments: Lo-- L -t t.j i�- in -r> i n 9, rte'% ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: . ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 01 Subdivision Map/Parcel Map: 9 L 0 D t ,AJ S V T3 Map Date of Recording: PT1�1, Lot: L0� ❑ Use Permit/Minor Use Permit Permit Number: Book: I r --L Page: o , Li 11-1 6— {a p, U S;—% vim• �,� _ Date of Approval: NJ Comply with the following Conditions of Approval: IM Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one . and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance on slopes steeper .than 30%. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on-site mature trees, located in any area proposed for buildings and vehicular access, and provides for methods to protect the trees identified to be preserved, shall be provided to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence during construction activities. No vegetation removal, soil disturbance, or other development activities shall occur within the fenced area. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4of5 MilST Q� V E2. r3g f'avQr-S - ® LI rr�-i- �x C,tA�/ P i t U,►•.) � G2�t71NG- i� Nd�►^�-�31T�' C o� -T- 2Uc-n oN , C K iaF'T�eIL ?� ®' �O "SGt�rtG �tZ.�t� � �'r3h�C.,,l�. �7 ►J� �3�.-alrv� 5`rav6 p I P Vis. Summary of Specific Requirements: Cd.QSTY2 k/ UT 1a� D� AL I, aNS�T 20�DS id c3C Iji 6aGC.o2.t7t�NC� �Jtr, t✓rt,�Sia.�.) e-O-���DL. h-.��5�'tZ�S.. L�S�-�p. d')J E.r.AQ. �S6g SPP AQIEa c4, -r>-As `3�0 SLo P� ►.) i S ��s �G-/J A'� This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 I OLD LOT LINE 30% OR CL GREATER I x oo f r 239.01' w Z Q M J NO DE VE LO PM ENT.ZONE: ODDY TO. BRAZIL �84� j .32,638',. SF 0.75 AC m �. 3 9 BEING A PORTION OF LOTS 10 & 11 OF 122 MAPS 61-63 NEW LOT LINE—* SRP ER 55 LOT 10 ODDY AP# 063-350-011 5.47 AC OLD & NEW LOCATION MAP 0 A.J. STOHR u', ROAD ODIN Z n C T. 4 O � z r SITE 3' LOT 11 BRAZIL AP# 063-350-012 5.99 AC OLD & NEW 6' PUE NEW LOT LINE 3' / 314 OLD LOT LINE F� 0 0 F BRAZIL TO ODDY 32.638' SF. \ 0.75 AC a �o c 1 0 0 _a w J a U V) 1 NOTES TENTATIVE r THE WELL FOR .THE OD RESIDENCE LOT LINE ADJUSTMENT D.. IS ON AP#063-350-013 (COMMUNITY WELL) BRAZIL / ODDY j m �. NO STRUCTURES WILL BE ALLOWED BEING A PORTION OF LOTS 10 & 11 OF 122 MAPS 61-63 o fn TO ENCROACH ON THE PUE C= � L & L SURVEYING 1 1007 BILLE ROM PO BOX 671 PARADISE, CA 95957 (916)877-1300 1 /�•Vr Water closet clearances (Uniform Plumbing Code 408.5). .shower compartment minimum'1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 17' Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by. not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall dines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ 3. Clerestory requiring balloon flaming and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). 5. Floor construction details complete enough to construct building. 6. - Elevations and wall construction details complete enough to construct building. .7. hoof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil — special foundation design required. -14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. the area below the lowest floor is fully enclosed; than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification mayµbe�provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction _fiesign requirements must be shown on the building plans. ectric,.heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be 'designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MLSCELLANEOUS ITEMS: Staiiway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). dtails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). oam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3:2). o exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ound requirements. nergy design compliance and supporting documentation. CDF responsible area requirements. VILI)ING PERMIT REQUIREMENTS: 1.SRA: 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCF.LLAA OUS ONLY Owner: Building Permit Number: n4— n��� Plans Examiner: Linda Simpson A. P. Number:/ 7j — SCD —� GENERAL: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. 6. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. . Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditio o arcel Map: Noise ❑ SR�Fire Sprinklers ❑ Water Tende5)?!j,, Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). . Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear operable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest Projection from the ceiling (Uniform Building Code section 310.6.1).. All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 2.10). ater heaters which depend on the combustion of fuel shall not be installed in a room used or deiigned to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space'opening into a bath'-' i r bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom; or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances' shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code.section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 ce!�� PROJECT: dt z-, I have reviewed the truss submittal for the above project and all loading. design criteria have been met. Gregory A. Pn-.-i Architect ..GREGORY. A. PEITZ ARCHITECT 383 RIO UNDO AVE., CHICO CA 95926 (916) 894-5719 Structural Cal-culation's. For: AR 4. ONO. C. 21 83 REN. OF c N 0(o3--3 -S-0 -6ao buTTr-- CCA.Myt 3P-4lLDiMG--DF=PARTp Wily- APPRQVED 5-1-1-7101 . 1 A) r LOAD SUMMARY Wind Analysis Normal force method, exposure B, 75 mph wind speed P=CeCgQs l WALLS P=.62*1.3*14.5*1.0=.0117 ksf@ 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P =..76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 f.. ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P=.67* 1.0* 14.5* 1.0=.010 ksf.@ 20 ft. P=.72*.1.0*14.5*1.0=.01.1 ksf. @25 ft. P =.76 * 1.0 * 14.5 * 1.0 = .01 1 ksf @ 30 ft. .. ROOFS 9:12 TO 12:12 P = .62 * 1. 1 * 14.5 * 1.0 =.010 ksf@ 15 ft. P=.67*1.1*14.5*1.0=.011 kst@20 ft. P=.72* 1.1 * 14t5* 1.0=.012 ksf @ 25 f.. P = .76 * 1.1 * 14.5 * 1.0 =..012 kst @ 30 ft. Seismic Analysis Static Method . V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) . = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load. = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; '8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding 0 22-141- 50 SHEETS AMPAD A� 22-.142 100 SHEETS 22-144 200 SHEETS I j 14� -4z -cz 60 -4r, 54 Ak ra tN- N-100, .......... 22-141- 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS - �,Al -c a4 N u I ID W A O � m \ Pq _ _ fir. �• � � d _ � 0 d _.... _ � �� •' y_ 7U , CI. 22-141 50 SHEETS 22-141 100 SHEETS 22-144 200 SHEETS' 5HEARNALL 50HEDULE . SYMBOL CAPACITY • ' SHEARUWALL 51LL ANCHOR NAILING- Q 125' PLF I/2" GYP. BD. W/ 5d'S ibd ® 12" O.G. 12" O.G. . 42' O.C. ® in O.G. ® ALL SUPPORTS, BLOCKED _ Q' 150 PLF 5/8" GYP. BO..W/ bd5 Ibd: ® 10" O.G. -12" O.G. 36" O.G. ® "T" 70.0. o ALL SUPPORTS; BLOCKED q © 150 PLF 3 GOAT PLASTER Ibd o " O.G. 60,10.0. 32" O.G. PER UBG TABLE 25-1 ` 116 PLF ` - 3/8". COX PLYWD. W/ ibd o Q" O.G: 60",-D.G. 32 O.G. --D .: 8d's ® 6", 12 O.G. `2'10 PLF 3/8" COX PLYl,-e- V ' Ibd ®6" O.G. 44" O.G. 22" O.G. 5d's ® 4", 12" O.G. Q345 PLF we", GDX PLYWD. W/ Ibd o 4" O.G. 34 O.G. I6" O.G. 423/8" COX PLYWD. PW Ibd ® 3 1/2" O.G. 458 PLF 12" O.G: 5d's ® 2", 12" O.G. Q4, 53/8" GDX PLYWD. W/ Ibd ® 2" O.G. g X13PLF 14" O.C. . IOd COMMONS ® STAGGERED _ 2, 12' I. SHEARWALL FRAMING MAYBE DOUG. OR HEM. FIR, TYP., U:O.N. 2• NAILS MAY BE BOX OR COMMON NAILS, TYP., U.O.N. 3. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. ' 4. EDGE NAILING ® 2" O.G. SHALL BE STAGGERED. • 5TU015 AT ADJACENT PANELS SHALL BE 4x. 5. FOUNDATION SILL PLATES SHALL BE 3x MIN. THICKNE55 AT 5HEARWALL Q �. _ 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS _ N N �,, N N Ya - 1 _ Q ry , J L S - I . 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A Np 4 N Uniformly Loaded Floor Beamf 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 04-26-2001: 1:10:16 PM Prosect: BRAZIL - Location: FLOOR GIRDERS 1. _ Summary: 3.5 IN x 11.25 IN x 6.0 FT / #2 - Douglas Fir-Larch - Dry Use Section Adequate By: 5.9% Controlling Factor: -Area /.Depth Required 10.62 In Deflections: " Dead Load: DLD= 0.01 IN Live Load: LLD= 0.03 IN = U2647 Total Load: TLD= 0.03 IN = U2091 Reactions (Each End): Live Load: LL-Rxn= 1860 LB Dead Load: DL-Rxn= 494 LB Total Load: TL-Rxn= 2354 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.08 IN Beam Data: Span: L= 6.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L1 360 Total Load Deflect. Criteria: U 240 Floor Loading: " Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 9.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 6.5 FT Live Load Duration Factor. Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 620 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: w.D= 165 PLF Total Maximum Load: wT=.....,.,..,.: 785 PLF.. Properties For: #2- Douglas Fir-Larch Bending Stress: Fb= 875 PSI Shear Stress: Fv= 95 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc�_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 963 PSI Adjustment Factors: Cd=1.00 Cf=1.10 FV: Fv'= ... 95 PSI AdiustmentFactors: Cd=1.00 Design Requirements: Controlling Moment: M=. 3531 FT-LB 3.0 ft from left support Critical moment created by combining all dead and Itve loads. Maximum Shear: V= 2354 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 44.1 IN3 S= 73.8 IN3 Area (Shear): Areq=- - 37.2 IN2. A= '39.3 IN2 Moment of Inertia (Deflection): Ireq= 56.5 IN4 1= 415.2 IN4 Roof Beamf 97 Uniform Buildinq Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 04-27-2001 : 10:41:27 AM Project: BRAZIL - Location: FLUSH BEAM AT REAR OF GREAT ROOM Summary: 5IN-x-16:5-IN•x-27-.5-F-T-/'24F{ V4 -Visually Graded Western Species - Dry Use k-.125 $ection_Adequate_By:-88._4%Controlling Factor: Moment of Inertia / Depth Required 13..36.1n Deflections: Dead Load: DLD= 0.60 IN Live Load: LLD= 0.37 IN = U886 Total Load: TLD= 0.97 IN = U339 Reactions•(Each End): Load: LL-Rxn= 1375 LB .Live Dead Load: DL-Rxn= 2217 LB Total Load: TL-Rxn= 3592 LB Bearing Len, Required (Beam only, Support capacity not checked): BL= 1.08 IN Camber Reqd.: C= 0.90 IN Beam Data: Span: L= 27.5 FT Maximum Unbraced Span: ... Lu= 0.0 FT Pitch Of Roof: RP= 2 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor: CAF= 1.5 X DLD Non-Snow Live Load: Roof Loaded Area: RLA= •137.5 SF Live Loo.Method: Method = One Roof Loadinq:' Roof Live Load-Side One: LL1= 20.0 PSF Roof Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 5.0 FT Roof Live Load-Side Two: LL2= 20.0 PSF Roof Dead Load-Side, Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Roof Duration Factor: Cd= 1.15 Wall Load: WALL= 90 PLF Beam Self Weiqht: BSW= 21 PLF Slope/Pitch Adjusted Lenqths and Loads: Adjusted Beam Lenqth: Ladi= 27.5 FT Beam Uniform Live Load: wL= 100 PLF Beam Uniform Dead Load: wD_adi= 161 PLF Total Uniform. Load: wT= 261 PLF Properties For: 24F-V4- Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2602 PSI Adjustment Factors: Cd=1.15 Cv=0.94 """"' FV: FV= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 24696 FT-LB 13.75 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 3592 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 113.9 IN3 232.5 IN3 Area (Shear): Araq= - ' ' 24.7 I•N2 - A= 84.5 IN2 Moment of Inertia (Deflection): Ireq= 1018.6 IN4 1= 1918.5 IN4 r65. iU Uniformly Loaded Floor Beamj' 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 04-26-2001 : 5:23:10 PM Project: BRAZIL - Location: FLUSH BEAM OVER GREAT ROOM Summary: ( 3) 1.75 IN x 14.0 IN x 23.0 FT / 1.8E StrucLam'- Willamette Industries Section Adequate By: 43.8% Controlling Factor: Moment of Inertia / Depth Required 12.4 In ' Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load:► t DLD= ' 0.36 *IN Live Load: 1� LLD= 0.44 IN = U632 Total Load: TLD= 0.80 IN = U345 Reactions (Each End): Live Load: LL-Rxn= 1725 LB Dead Load: DL-Rxn= 1431 LB Total Load: TL-Rxn= 3156 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.86 IN Beam Data: Span: L= 23.0 FT Unbraced Lenqth-Top of Beam: Lu=. 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load-Side One: LL1:e "" 40.0 PSF Floor Dead Load-Side One: DLI= 10.0 PSF Tributary Width-Side One: TWI= 3.75 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor: d= 1.00 Wall Load: J ': Wfil_= 64 PLF'. Beam Loading: Beam Total Live Load: wL= 150 PLF Beam Self Weight: BSW= 23 PLF Beam Total Dead Load: ` wD= 124 PLF Total Maximum Load: wT= . 274 PLF Properties For: 1.8E StrUcLam- Willamette Industries Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 700 PSI Adjusted Properties Fb' (Tension): Fb'= 2547 PSI Adjustment Factors: Cd=1.00 Cf=0.98 FW: Fv'= 285 PSI Adjustment Factors: Cd=1.00 ` ` ' Design Requirements: Controlling Moment: M= 18149 FT-LB 11.5 ft from left support Critical moment created by combining all dead and live loads.. Maximum Shear. V= 3156 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 85.6 IN3 S= 171.5 IN3 Area (Shear): Areq= 16.7 IN2 At: - 73.5 IN2 Moment of Inertia (Deflection): Ireq= 834.8 IN4 1= 1200.5 IN4 iU Uniformly Loaded Floor Beamf 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 04-26-2001"5A2:37'PM Project: BRAZIL - Location: FLUSH BEAM BETWEEN KITCHEN AND GREAT ROOM Summary: ( 2 ) 1.75 IN x 14.0 IN x 9.5 FT / 1.8E StrucLam - Willamette Industries Section -Adequate By: 238.3% Controlling Factor: Area / Depth Required 7.61 In " Laminations are to be fully connected to provide uniform transfer of loads to alj _rpembers Deflections: ... ,.,,... Dead Load: r/2 DLD= 0.02 IN Live Load:3 14 LLD= 0.05 IN = U2241 Total Load: TLD= 0.07 IN = U1547 Reactions (Each End): Live Load: LL-Rxn= 1900 LB Dead Load: DL-Rxn= 852 LB Total Load: TL-Rxn= 2752 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.12 IN Beam Data: Span: L= 9.5 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 - Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 10.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 • - Wall Load: WALL= 64 PLF Beam Loading: Beam Total Live Load: wL= 400 PLF Beam Self Weight: BSW= 15 PLF "'Beam Total Dead Load: wD= 179,. PLF Total Maximum Load: wT= . 579 PLF Properties For: 1.8E StrucLam- Willamette Industries Bending Stress: Fb= 2600 PSI • • Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 700 PSI Adjusted Properties Fb' (Tension): Fb'= 2547 PSI Adjustment Factors: Cd=1.00 Cf=0.98 Fv': Fv'= 285 PSI . Adjustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 6535 FT -LB 4.75 ft from left support Cfiftal moment created by -combining all dead and -live loads._.; Maximum Shear: V= 2752 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 30.8 IN3 S= 114.3 IN3 Area (Shear): Areq= 14.5 IN2 A= 49.0 IN2 Moment of Inertia (Deflection): Ireq= 128.6 IN4 1= 800.3 - IN4 I� Uniformly Loaded Floor Beamf 97 Uniform Buildinq Code (91 NDS) 1.Ver: 5.03 . By, Gregory Peitz, Gregory A. Peitz Architect on: 04-26-2001:5:25:51 PM Project: BRAZIL.- Location;. FLUSH BEAM OVER FOYER Summary: " (2 ) 1.75 IN xk14.0 IN x-12-.0 FT / 1.8E StrucLam - Willamette Industries ...Section Adequate'Bv: 1189.7% Controllinq Factor: Section Modulus / Depth Required 9.28 In Laminations ate to be -fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= ... 0.03 IN • Live Load: LLD= 0.12 IN = U1235 Total Load: TLD= 0.15 IN = U956 Reactions (Each End): Live Load:' LL-Rxn= 2160 LB Dead Load: DL-Rxn= 632 LB Total Load: TL-Rxn= 2792 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.14 IN Beam Data: Span: L= 12.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360, Total Load • Deflect. Criteria: U 240 Floor Loadinq: ,,,..:..•: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 3.75 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 5.25 FT . Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 360 PLF Beam Self Weiqht: BSW= 15 PLF Beam Total Dead Load: wD= 105 PLF Total Maximum Load: wT= 465 PLF Properties For: 1.8E StrucLam- Willamette Industries Bendinq Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc 700 PSI Adjusted Properties -perp= Fb' (Tension): Fb'= 2547 PSI Adjustment Factors: Cd=1.00 Cf=0.98 Fv': Fv'= 285 PSI Adjustment Factors: Cd=1.00 .. Design Requirements: Controllinq Moment: M= 8376 FT -LB 6.0 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 2792 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 39.5 IN3 S= . 114.3 IN3 Area (Shear): Areq= 14.7 IN2 A= 49.0 IN2 ' Moment of Inertia (Deflection): Ir q 233.3 IN4 800.3 IN4 Combination Roof and Floor Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory. Peitz, Gregory. A. Peitz Architect on: 04-26-2001 : 4:58:50 PM Proiect: BRAZIL =Location: FLUSH BEAM OVER ,+ Summary: �� -_ j3 fr n 02 M 2. ( 2 ) 175 IN x 14.0 IN z- 11.5 FT / 1.8E StrucLam - Willamette Industries Section Adequate -By: 1'02.2% Controlling Factor: Section Modulus / Depth Required 10.57 In " Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.10 IN Live Load: LLD= 0.15 IN = U915 Total Load: TLD= 0.25 IN = U557 Reactions (Each End)' Live Load: tL=Rxn= ' ' '' " 3174 -LB Dead Load: DL-Rxn= 2043 LB Total Load: TL-Rxn= 5217 LB Bearing Length Required (Beam only, Support'capacity not checked): BL= 2.13 IN Beam Data: Span: L= 11.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Non -Snow Live Load: Roof Loaded Area: RLA= 195.5 SF Live Load Method: Method = One Roof Loading: Roof Live Load -Side One: RLL1= 16.0 PSF Roof Dead Load -Side One: RDL1=` 10.0 PSF Roof Tributary Width -Side One: RTW1= 15.0 FT Roof Live Load -Side Two: RLL2= 16.0 PSF Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 2.0 FT Roof Duration Factor: Cd -roof= 1.25 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 PSF' Floor Dead Load -Side One: FDL1= 10.0 PSF Floor Tributary Width -Side One: FTW1= 7.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: "' F.TW2= . 0.0 FT Floor Duratibn Factor: Cd -floor-,-- 1.00 Wall Load: WALL= 80 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 272 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 190 PLF Floor Uniform Live Load: wL-floor= 280 PLF Floor Uniform Dead Load: wD-floor= 70 PLF Beam Self Weight: BSW= 15 PLF Combined Uniform Live Load: wL= 552 PLF Combined Uniform Dead Load: wD= ... 260. PLF Combined Uniform Total Load: wT= 907 PLF Controlling Total Design Load: wT-cont= 907 PLF Properties For: 1.8E StrucLam- Willamette Industries Bending Stress: Fb= 2600 PSI Shear Stress: Fv= , 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 700 PSI Adjusted Properties Fb' (Tension): Fb'= 3184 PSI Adjustment Factors: Cd=1.25 Cf=0.98 Fv': Fv'= 356 PSI Adiustment Factors: Cd=1.25 Design Requirements: Controlling Moment: M= 15000 FT -LB 5.75 ft from left support Critical moment created by combining all dead and live loads.. Maximum Shear: V= 5217 ,. LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 56.6 IN3 S= 114.3 IN3 Area (Shear): Areq= 22.0 IN2 A= 49.0 IN2 Moment of Inertia (Deflection): Ireq= 345.0 IN4 1= 800.3 IN4 Uniformly Loaded Floor Beam[ 97 Uniform Buildinq Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect, on: 04-26-2001: 3:48:17 PM Proiect: BRAZIL - Location: FLUSH BEAM OVER MASTER BEDROOM CLOSET _ Summary: 3.5 IN x11:875-IN-x=10:0`FT / 1.8E StrucLam - Willamette Industries Section Adequate_By:_87"1% Controlling Factor: Section Modulus / Depth Required 9.17 In ' Section ay not be readily available. m Deflections: Dead Load: "' DLD=' 0.04 IN Live Load:' L•L'D=" 0.15 IN = U782 Total Load: TLD= 0.20 IN = U615 Reactions (Each End): Live Load: LL-Rxn= 3000 LB Dead Load: DL-Rxn= 815 LB Total Load: TL-Rxn= 3815 LB • Bearing Length Required (Beam only, Support capacity not checked): BL= 1.56 IN Beam Data: Span: L= 10.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect" Criteria: U 240 Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= - .., 10.0 PSF Tributary Width-Side One: TW1= 8.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 7.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 600 PLF -Beam Self Weiqht: BSW= 13 PLF Beam Total Dead Load: wD= 163 PLF Total Maximum Load: wT= 763 PLF Properties For: 1.8E StrucLam- Willamette Industries Bendin4 Stress: Fb= '2600 PSI Shear Stress: Fv= 285 PSI ... Modulus of Elasticity: E= "' 1800000 PSI Stress Perpendicular to Grain: Fc—perp= 700 PSI Adjusted Properties Fb' (Tension): Fb'= 2604 PSI Adjustment Factors: Cd=1.00 Cf=1.00 . . Adjustment FV: 285 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 9537 FT-LB 5.0 ft from left support Critical moment created by combining all dead and live loads. ' Maxim _Shear: V= 3815 LB At support. ,,,....... Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 44.0 IN3 S= 82.2 'IN3 Area (Shear): Areq= 20.1 IN2 A= 41.5 IN2 Moment of Inertia (Deflection): Ireq= 225.0 IN4 1= 488.4 IN4 2{ Combination Roof and Floor Beam( 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 04-26-2001 : 4:54:22 PM Project: BRAZIL - Location: FLUSH BEAM OVER MASTER BEDROOM NOOK Summary: . �(�3,) 1.75 IN x 14.0 IN x 13.5 FT / 1.8E StrucLam - Willamette Industries 'Section Adequatee . 6B.6%Controlling Factor: Section Modulus / Depth Required 11.53 In Laminations are to be fully connected to provide uniform transfer of loads to all members Deflections: Dead Load: DLD= 0.14 IN Live Load: LLD= 0.24 IN = U677 Total Load: TLD= 0.38 IN = U430 Reactions (Each End): Live Load: ". , .., LL-Rxn= . 4671 LB , Dead Load: DL-Rxn= 2687 LB Total Load: TL-Rxn= 7358 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 2.00 IN Beam Data: Span: L= 13.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect: Criteria: IJ "" 240 Roof Loading: Roof Live Load -Side One: RLL1= 16.0 PSF Roof Dead Load -Side One: RDL1= 10.0 PSF Roof Tributary Width -Side One: RTW1= 15.0 FT Roof Live Load-Side.Two-, RLL2= 16.0 PSF 'Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 2.0 FT Roof Duration Factor: Cd -roof= " 1.15 Floor Loading: " Floor Live Load -Side One: FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 10.0 PSF Floor Tributary Width -Side One: FTW1= 8.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: FTW2= 2.5 FT Floor Duration Factor: Cd -floor= 1.00 Wall Load: WALL= 80 PLF Beam Loads: Roof Unifg.rm Live Load:...wL-roof= 272 PLF Roof Uniform Dead Load (Adjusd for roof pitch): wD-roof= 190 PLF • Floor Uniform Live Load: wL-floor= 420 PLF Floor Uniform Dead Load: wD-floor- 105 PLF Beam Self Weight: BSW= 23 PLF Combined Uniform Live Load: '•' wL= 692 PLF Combined Uniform Dead Load: wD= 295 PLF Combined Uniform Total Load: wT= 1090 PLF Controlling Total Design Load: wT-cont= 1090 PLF Properties For: 1.8E StrucLam- Willamette Industries Bending Stress: "' „ Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fc_perp= 700 PSI Adjusted Properties Fb' (Tension): Fb'= 2929 PSI Adjustment Factors: Cd=1.16 Cf=0.98 Fv': Fv'= 328 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 24832 FT -LB 6.75 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 7358 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= ......101.8 IN3 " S= 171.5 IN3 Area (Shear): Areq= 33.7 IN2 A= 73.5 IN2 Moment of Inertia (Deflection): .Ireq= 670.4 IN4 1= 1200.5 .• IN4 Uniformly Loaded Floor Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Gregory Peitz, Gregory A. Peitz Architect on: 0427-2001 : 10:46:52 AM Proiect: BRAZIL= Location: HEADER FOR SECOND FLOOR DECK OUTSIDE OF KITCHEN Summary: . 5.5 -IN xx 11:5.IN.x 1.6.0 FT / #1 = Douglas Fir -Larch - Dry Use Section Adequate By: 13.5% Controlling Factor: Section Modulus / Depth Required 10.79 In Deflections: Dead Load: DLD= 0.18 IN Live Load: LLD= 0.32 IN = U605 Total Load: TLD= 0.50 IN = U387 Reactions (Each End): Live Load: LL-Rxn= 1920 LB Dead Load: DL-Rxn= 1083 LB Total Load: TL-Rxn=.... 3003 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.87 IN Beam Data: Span: L= 16.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria U 360 Total Load Deflect. Criteria: U 240 Floor Loading: Floor Live Load -Side One: LL1= 40.0 PSF Floor Dead Load -Side One: DL1= 20.0 PSF Tributary Width -Side One: TW1= 6.0 FT Floor Live Load -Side Two: LL2= 40.0 PSF Floor Dead Load -Side Two: DL2= - 10.0 PSF Tributary Width -,Side Two: TW2= 0.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loedinq: Beam Total Live Load: wL= 240.. PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 135 PLF Total Maximum Load: wT= 375 PLF Properties For: #1= Douglas Fir -Larch " Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc_perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1350 PSI Adjustment Factors: Cd=1.00 Cf=1.00 FV: Fv'= 85 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controllfl`iq Moment: ;„ M=._,,,•.;,•,.12012 ,. FT,LB 8.0 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear: V= 3003 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 106.8 IN3 S= 121.2 IN3 Area (Shear): Areq= 53.0 IN2 A-'•'•. 63.2 IN2 Moment of Inertia (Deflection): Ireq= 432.4 IN4 1= 697.0 IN4 22 Adjusted Properties Fb' (Tension): 'CI=1.00 Fb'= Adjustment Factors: Cd=1.16 Cv=0.98 Roof Beam[ 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 Fv'= Adjustment Factors: Cd=1.15 By: Gregory Peitz ; Gregory A: Peitz Architect on: 04-27-2001 :11:04:12 AM Design Requirements: Project: BRAZIL - Location: BREEZEWAY M= 9.5 ft from left support Summary: Maximum Shear! V= • 6.75 -IN x 12.0 IN x 19.0 FT / 24F -V4 -Visually Graded Western Species - Dry Use Critical shear created by combining all dead and live loads. SectionoAequate-By: 103:19/o-Controlling-Pactor: Moment of Inertia / Depth Required 9.48 In Section Modulus (Moment): Sreq= Deflections: Dead Load: DLD= 0.30 IN Live Load: LLD= 0.33 IN = U694 Total Load: TLD= 0.62 IN = U366 Reactions (Each End): Live Load: LL-Rxn= 1862 ' LB Dead Uftd: DL-Rxn= 1674 LB Total Load: TL-Rxn= 3536 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.81 IN Camber Reqd.: C= 0.44 IN Beam Data: Span:_ L= 19.0 FT Maximum Unbraced Span: Lu= 2.0 FT Pitch Of Roof: RP= 6 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria! - U 180 Camber Adjustment Factor: ""' CAF- 1.5 X DLD Non -Snow Live Load: Roof Loaded Area: RLA= 266.0 SF Live Load Method:. Method = One Roof Loading: Roof Live Load -Side One: LLI= 14.0 PSF Roof Dead Load -Side One: DLI= 10.0 PSF Tributary Width -Side One: ' TW1= 12.0 FT Roof Live Load -Side Two: LL2= 14.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 20 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= .. 19.0 FT Beam Uniform Live Load: wL= 196 PLF Beam Uniform Dead Load: wD_adi= 176 PLF Total Uniform Load: wT= ...'" 372 'PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: 'Ex= • •1800000 PSI. Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb cpr= 1200 PSI Adjusted Properties Fb' (Tension): 'CI=1.00 Fb'= Adjustment Factors: Cd=1.16 Cv=0.98 FV: Fv'= Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 9.5 ft from left support Critical moment created by combining all dead and live loads. Maximum Shear! V= • At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= Area (Shear): Moment of Inertia (Deflection): . S= Areq= A= Ireq= . 1= 2712 PSI 219 PSI 16796 FT -LB 3536 LB 74.4 162.0 24.3 81.0 478.7 972.0 IN3 IN3 IN2 IN2 I N4 I N4 Z.� Multi -Loaded Beam[ 97 Uniform Building Code (91 NDS) 1 Ver: 5.03 ' By: Gregory Peitz, Gregory A. Peitz Architect on: 04-30-2001 : 2:06:17 PM Prosect: BRAZIL - Location: SECOND,FLO R FLUSH BEAM SUPPORTING GIRDER TRUSS POST Summary: IN.x;8.0 F1T8E St cLam��Willamette Industries (3) 1�75�IN x 14.0 T h Section Adeggate 2.2.4% Contro[Iinq,.Factor:;Area / Depth Required 11.44 In By: ".Laminations are .to be`fully co enn cted to provide. uniform transfer of loads to all members Center Span Deflections' Dead Load: DLD-Center= 0.03 IN ...-Live Load: LLD -Center= 0.08 IN = U1246 Total Load: _ TLD -Center= 0.10 • IN = U919 Center Span Left End Reactions (Support A): ' Live Load: LL-Rxn-A=•,•, 9698 LB • Dead Load: DL-Rxn-A= 3423 LB Total Load: TL-Rxn-A= 13121 LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 3.57 IN Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 3233 LB Dead Load: DL-Rxn-B= 1202 LB Total Load: TL-Rxn-B= • 4435 LB Bearing Length Required (Beam only, Support capacity not checked): BL -B=' 1.21 IN Beam Data: Center Span Length: L2= 8.0 FT Center Span Unbraced Lenqth-Top of Beam: Lug -Top= 0.0 • FT ' Center;-5pan Unbraced Length -Bottom of Beam: Lu2-Bottom= 0.0 FT Live Load Duration Factor: =" Cd= 1:•15 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Center Span Loading: Uniform Load: '' ` • + ' Live Load: ""'''' = +' wL-2= 0 PLF Dead Load: ;r 'A. , _•" wD-2= 0 PLF Beam Self Weight: BSW= 23 PLF Total Load: --t'l ' --''° wT-2= 23 PLF Point Load 1 -, 1 ' Live Load: PL1-2= 12931 LB Dead Load: PD1 -2= • 4441 LB Location (From left end of span): X1-2= 2.0 FT Properties For: 1.8E StrucLam- Willamette Industries Bending Stress: Fb= 2600 PSI Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1800000 PSI Stress Perpendicular to Grain: Fpm 700 PSI Adjusted Properties -perp= Fb' (Tension): ' Fb'= 2929 PSI Adjustment Factors: Cd=1:15 Cf=0.98 Fv': FV= 328 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: •26196 FT -LB 2.0 Ft from Left Support of Span 2 (Center Span) Critical moment created by combining,all dead loads and live loads on span(s) 2 Maximum Shear: V= 13121 LB At left support of span 2 (Center Span)"'.' Critical shear created.bv combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: �, ; Section Modulus (Moment): Sreq= 107.4 ' INS • ; {.S= Area (Shear): ' Areq= 171.5 60.1 IN3 IN2 �' " A= 73.5 IN2 Moment of Inertia (Deflection): Ireq= 235.3 IN4 1= 1200.5 IN4 a C)G s - 3 S o -- (340 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Brazil Residence., Date.. -04/12/01.16:32,:54 Project Address........ Nopel Road Forest Ranch *v5.10* Q Documentation Author... Marty Runnells ******* Building- Permi Energy Calculation Services 1907 Mangrove Avenue, Suite E Pian C ec� Date Chico, CA 95926 - 530-894-8466 Tield Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for'1998 Standards by Enercomp, Inc. MICROPAS5 v5.10. File -01125S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 4923 sf Single Family Detached New Front Facing 90 deg (E) 1 2 Raised Floor 25.5 0 of floor area 0.45 Btu/hr-sf=F 0.44 10.3 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -value Location/Comments Wall n/a R-19 R-n/a U_ 0.065 PLAN FRONT, LEFT Standar (sf) Value SHGC Door Front BACK, LEFT BACK 10.0 0.550 0.650 Window Front (E) BACK LEFT, BACK RIGHT 0.420 0.410 Window Front (E) 9.0 RIGHT BACK, RIGHT 0.430 Door Front (E) 20.0 0.550 KNEE WALL Door n/a R-0 R-n/a R-0 0.330 FRONT, LEFT Roof n/a R-30 R-n/a R-30 0.031 TO ATTIC, VAULTED Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Over - Interior Shading Exterior, Shading4-'A,, hang/ Area U_ Fins Orientation Standar (sf) Value SHGC Door Front (E) 10.0 0.550 0.650 Window Front (E) 30.0 0.420 0.410 Window Front (E) 9.0 0.410 0.430 Door Front (E) 20.0 0.550 0.650 Window Front (E) 9.0 0.410 0.430 Window Front (E) 28.0 1.060 0.700 Window Front (E) 12.0 0..420 0.410 Window Front (E) 10.0 0.410 0.430 Window Front (E) 30.0 0.420 0.410 Window Front (E) 14.1 0.410 0.430 Window Front (E) 10.0 0.410 0.430 Window Front (E) 75.0 0.420 0.410 Over - Interior Shading Exterior, Shading4-'A,, hang/ Fins Standard Standar Yes Standard St a Yes Standard :e Yes Standard r Yes Standard d r Yes Standard n Yes Standard dard Yes Standar. t ndard None Standar andard None Standar ® Standard None Stand ` Standard None Stand Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title. , The Brazil Residence D.at.e..,,.04/12/01 16.:32:54. MICROPAS5 v5.10 File -01125S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Left (S) 30.0 0.420 0.410 Standard Standard Yes Door Left (S) 10.0 0.550 0.650 Standard Standard Yes Window Left (S) 40.0 0.440 0.410 Standard Standard Yes Window Left (S) 50.0 0.420 0.410 Standard Standard None Window Left (S) 33.4 0.440 0.410 Standard Standard None Window Left (S) 25.0 0.420 0.410 Standard Standard None Window Left (SW) 30.0 0.420 0.410 Standard Standard Yes Window Back (W) 30.0 0.420 0.410 Standard Standard Yes Window Back (NW) 30.0 0.420 0.410 Standard Standard Yes Window Left (SW) 48.0 0.440 0.410 Standard Standard Yes Window Back (SW) 30.0 0.420 0.410 Standard Standard Yes Window Back (W) 30.0 0.420 0.410 Standard Standard Yes Window Back (NW) 30.0 0.420 0.410 Standard Standard Yes Window Right (NW) 48.0 0.440 0.410. Standard Standard Yes Window Left (SW) 5.0 0.420 0.410 Standard Standard None Window Back (W) 17.5 0.410 0.430 Standard Standard None Window Back (NW) 5.0 0.420 0.410 Standard Standard None Window Left (SW) 15.0 0.420 0.410 Standard Standard None Window Back (SW) 15.0 0.420 0.410 Standard Standard None Door Back (W) 20.0 0.550 0.650 Standard Standard None Window Back (NW) 15.0 0.420 0.410 Standard Standard None Window Right (NW) 15.0 0.420 0.410 Standard Standard None Window Back (W) 75.0 0.420 0.410 Standard Standard Yes Window Back (W) 90.0 0.410 0.430 Standard Standard None Window Back (W) 14.1 0.410 0.430 Standard Standard None Window Back (W) 30..0 0.420 0.410 Standard Standard None Window Back (W) 15.0 0.420 0.410 Standard Standard Yes Door Back (W) 17.0 0.550 0.650 Standard Standard Yes Window Back (W) 15.0 0.420 0.410 Standard Standard Yes Window Right (N) 30.0 0.420' 0.410 Standard Standard None Window Right (N) 30.0 0.420 0.410 Standard Standard Yes Window Right (N) 30.0 0.420 0.410 Standard Standard Yes Window Right (N) 30.0 0.420 0.410 Standard Standard None Skylight Horz 8.0 0.680 0.670 None None None Skylight Horz 8.0 0.680 0.670 None None None Skylight Horz 8.0 0.680 0.670 None None None Skylight Horz 8.0 0.680 0.670 None None None Skylight Horz 8.0 0.680 0.670 None None None Skylight Horz 8.0 0.680 0.670 None None None HVAC SYSTEMS 5 /0 Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Attic R-4.2 No No Setback AirCond 12.00 SEER Attic R-4.2 No No Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project•Tiale. The Brazil `Residen'c'e MICROPAS5 v5.10 File -01125S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal WATER HEATING SYSTEMS Number -. in Energy Tank Type Heater Type Distribution Type System Factor Storage Gas Standard REMARKS 1 .58 COMPLIANCE STATEMENT Tank" External" Size Insulation (gal) R -value 50 R- n/a 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 tc implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate cr �...r___.:_�e 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 Modeling Assumptions section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 383 Rio Lindo Chico, CA 95926 Phone... 530.894.5719 License. Signed.. Y Q .date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed.. (d tem MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Pro 3'ect.,..Ti.tl.e.. ....The.. Brazil.. Residence, •Date::04/a1.2/&1 16:32•:54 Pro'ect Address No el Road ******* Forest Ranch *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Cl imate Zone.. . . . . -_ .. .. . . 11 _ , ....__.. __ _. Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -01125S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal Note: 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 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 - *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in,metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, 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/ exfiltracion controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. 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 Commission 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. rITL I1 Building Permit Plan Check Date Fie Check/ Date MICROPAS5 v5.10 File -01125S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal Note: 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 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 - *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in,metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, 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/ exfiltracion controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. 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 Commission 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. rITL I1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ., Project— Title,. The Brazil Residence Date.. -.04/12/01 1.6:32:54. MICROPASS v5.10 File -011255 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h) Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i) Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation havi,-- an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for sol.-= c1°��c: �, �_�_ �. Storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16.combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 decrees i —iii ai-or-i . b. eping insulacea between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed. with mastic, tape, aerosol sealant or ocher aucc closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 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: Pcol 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 is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title The B.raz,il, Residence,.Da:t:e.. 0.4/12/0-1 ,16 32 -54- MICROPAS5 v5.10 File -01125S Wth-CTZ11S92 Program -FORM MF71R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal LIGHTING MEASURES 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and. recessed ceiling fixtures are IC (insulation cover) approved. . Design- E.nf,or.ce- er ment COMPUTER METHOD SUMMARY ENERGY USE Page 1 C-2R Project Title. ........ The Brazil Residence Date. 04/12/01 16:32:54 -Proj'ect' Address::...:.. Nopel`rRoad ,.. - ..****..**.*: , x- Design Margin ,. Forest Ranch *v5.10* 15.57 15.55 0.02 Documentation Author... Marty Runnells ******* Building Permit -0.53 Water Heating.......... Energy Calculation.Services 5.26 0.53 Total 34.21 1907 Mangrove Avenue, Suite E Plan Check Date with_Computer Performance *** Chico, CA 95926 - 530-894-8466 Field Check/ Date Climate Zone..... .... 11 Compliance Method::*.::. MICROPAS5 v5.10''for 1998 Standards by'Ener'comp, Inc. MICROPAS5 v5.10 File -011255 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal MICROPAS5 ENERGY USE SUMMARY Vent Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.57 15.55 0.02 Space Cooling.......... 12.85 13.38 -0.53 Water Heating.......... 5.79 5.26 0.53 Total 34.21 34.19 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 Construct _J = Tyn_ Number of Building Zones... Conditioned volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 4923 sf Single Family Detached New Front Facing 90 deg (E) 1 2 ReducedYear F Ir 1 50683 cr 0 sf 25.5 % of floor area 0.45 Btu/hr-sf-F 0.44 10.3 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 4923 50683 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Projyec,t ,Title, ......:._... The_. .Brazil Residence, ._.., ..Dat:e... 0.:4/.12/,0.1. 16,:.3,2..:.54 ... MICROPAS5 v5.10 File -011255 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal FENESTRATION SURFACES OPAQUE SURFACES - Exterior Shade Area U- Insul Act. (sf) Solar. -Form 3.. Location/ - Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Door Front (E) 10.0 1 Wall 1135 0.065 19 90 90 Yes None PLAN FRONT 2 Door 10 0.330 0 90 90 Yes None FRONT 3 Wall 657 0.065 19 180 90 Yes None LEFT 4 Door 10 0.330 0 180 90 Yes None LEFT 5 Wall 558 0.065 19 270 90 Yes None BACK 6 Wall 36 0.065 19 210 90 Yes None LEFT BACK 7 Wall 37 0.065 19 225 90 Yes None BACK LEFT 8 Wall 54 0.065 19 240 90 Yes None BACK LEFT 9 Wall 54 0.065 19 300 90 Yes None BACK RIGHT 10 Wall 37 0.065 19 315 90 Yes None BACK RIGHT 11 Wall 36 0.065 19 330 90 Yes None RIGHT BACK 12 Wall 674 0.065 19 0 90 Yes None RIGHT 13 Wall 56 0.065 19 90 90 Yes None KNEE WALL 14 Roof 1379 0.031 30 n/a 0 Yes None TO ATTIC 15 Roof --_ 0.550 0.650 180 90 Standard/0.76 Standard/0.68 15 16 Roof 1034 ------ 0.031 30 90 J 24 iC� Yes J11C None VL -1 iLlLL VAULTED 17 Roof 41 0.031 30 210 10 Yes None VAULTED 18 rcuv.0 41 0.031 30 240 10 Yes 'None 180 VAULTED 19 Roof 41 0.031 30 270 10 Yes None VAULTED 20 Roof 41 0.031 30 300 10 Yes None VAULTED 21 Roof 41 0.031 30 330 10 Yes None VAULTED 22 Floor 3099 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Door Front (E) 10.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 30.0 0.420 0.410 90 90 Standard/0.76 Standard/0.68 3 Window Front (E) 9.0 0.410 0.430 90 90 Standard/0.76 Standard/0.68 4 Door Front (E) 20.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 5 Window Front (E) 9.0 0.410 0.430 90 90 Standard/0.76 Standard/0.68 6 Window Front (E) 28.0 1.060 0.700 90 90 Standard/0.76 Standard/0.68 7 Window Front (E) 12.0 0.420 0.410 90 90 Standard/0.76 Standard/0.68 8 Window Front (E) 10.0 0.410 0.430 90 90 Standard/0.76 Standard/0.68 9 Window Front (E) 30.0 0.420 0.410 �90 90 Standard/0.76 Standard/0.68 10 Window Front (E) 14.1 0.410 0.430 90 90 Standard/0.76 Standard/0.68 11 Window Front (E) 10.0 0.410 0.430 90 90 Standard/0.76 Standard/0.68 12 Window Front (E) 75.0 0.420 0.410 90 90 Standard/0.76 Standard/0.68 13 Window Left (S) 30.0 0.420 0.410 180 90 Standard/0.76 Standard/0.68 14 Door Left (S) 10.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 15 Window Left (S) 40.0 0.4,40 0.410 180 90 Standard/0.76 Standard/0.68 16 Window Left (S) 50.0 0.420 0.410 180 90 Standard/0.76 Standard/0.68 17 Window Left (S) 33.4 0.440 0.410 180 90 Standard/0.76 Standard/0.68 18 Window Left (S) 25.0 0.420 0.410 180 90 Standard/0.76 Standard/0.68 19 Window Left (SW) 30.0 0.420 0.410 225 90 Standard/0.76 Standard/0.68 20 Window Back (W) 30.0 0.420 0.410 270 90 Standard/0.76 Standard/0.68 21 Window Back (NW) 30.0 0.420 0.410 315 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Proj:ect,..T,itle,.,.,.'_,...,..TheBrazil, Residence..,,,, MICROPAS5 v5.10 File -01125S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal FENESTRATION SURFACES Area U- Act _ Exterior Shade ,Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 22 Window Left (SW) 48.0 0.440 0.410 210 90 Standard/0.76 Standard/0.68 23 Window Back (SW) 30.0 0.420 0.410 240 90 Standard/0.76 Standard/0.68 24 Window Back (W) 30.0 0.420 0.410 270 90' Standard/0.76 Standard/0.68 25 Window Back (NW) 30.0 0.420 0.410 300 90 Standard/0.76 Standard/0.68 26 Window Right (NW) 48.0 0.440 0.410 330 90 Standard/0.76 Standard/0.68 27 Window Left (SW) 5.0 0.420 0.410 225 90 Standard/0.76 Standard/0.68 28 Window Back (W) 17..5 0.410 0.430 270 90 Standard/0.76 Standard/0.68 29 Window Back (NW) 5.0 0.420 0.410 315 90 Standard/0.76 Standard/0.68 30 Window Left (SW) 15.0 0.420 0.410 210 90 Standard/0.76 Standard/0.68 31 Window Back (SW) 15.0 0.420 0.410 240 90 Standard/0.76 Standard/0.68 32 Door Back (W) 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 33 Window Back (NW) 15.0 0.420 0.410 300 90 Standard/0.76 Standard/0.68 34 Window Right (NW) 15.0 0.420 0.410 330 90 Standard/0.76 Standard/0.68 35 Window Back (W) 75.0 0.420 0.410 270 90 Standard/0.76 Standard/0.68 36 Window Back (W) 90.0 0.410 0.430 270 90 Standard/0.76 Standard/0.68 37 Window Back (W) 14.1 0.410 0.430 270 90 Standard/0.76 Standard/0.68 38 Window Back (W) 30.0 0.420 0.410 270 90 Standard/0.76 Standard/0.68 39 Window Back (W) 15.0 0.420 0.410 270 90 Standard/0.76 Standard/0.68 40 Door Back (W) 17.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 41 Window Back (W) 15.0 0.420 0.410270 90 Standard/0.76 Standard/0.68 42 Window Right (N) 30.0 0.420 0.410 0 90 Standard/0.76 Standard/0.68 43 Window Right (N) 30.0 0.420 0.410 0 90 Standard/0.76 Standard/0.68 44 Window Right (N) 30.0 0.420 0.410 0 90 Standard/0.76 Standard/0.68 45 Window Right (N) 30.0 0.420 0.410 0 90 Standard/0.76 Standard/0.68 46 Skylight Horz 8.0 0.680 0.670 90 0 None/1 None/1 47 Skylight Horz 8.0 0.680 0.670 90 0 None/1 None/1 48 Skylight Horz 8.0 0.680 0.670 90 0 None/1 None/1 49 Skylight Horz 8.0 0.680 0.670 90 0 None/1 None/1 50 Skylight Horz 8.0 0.680 0.670 90 0 None/1 None/1 51 Skylight Horz 8.0 0.680 0.670 90 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Door 10.0 n/a 3 10.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 30.0 n/a 5 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 9.0 n/a 6.67 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 20.0 n/a 6.67 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 9.0 n/a 6.67 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 28.0 n/a 3.5 7 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 75.0 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 30.0 n/a 5 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 10.0 n/a 3 8.5 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 40.0 n/a 6.67 12 2 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 30.0 n/a 6 5 2.67 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 30.0 n/a 6 2.5 2 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Ti-tler:aDa=te-. 0.4/12</;01 =16_:32.:54 = MICROPAS5 v5.10 File -011255 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal Surface 21 Window 22 Window 23 Window 24 Window 25 Window 26 Window 35 Window 39 Window 40 Door 41 Window 43 Window 44 Window System Type HOUSE Gas AirCond Tank Type OVERHANGS AND SIDE FINS -, Window.._— Overhang- Left Fin Right_>,•Fin— Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 30.0 n/a 6 5 2.67 n/a n/a n/a n/a n/a n/a n/a n/a 48.0 n/a 8 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 6 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 6 '8 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 48.0 n/a 6 1 n/a n/a n/a n/a n/a n/a n/a n/a 75.0 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 17.0 n/a 6.67 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a •5 2 .5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff 0.800 AFUE Attic R-4.2 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Number in Heater Type Distribution Type System 1 Storage Gas Standard REMARKS No No Energy Factor 1 .58 No 0.767 No 0.669 d Tank Excernal Size Insulation (gal) •R -value 50 R- n/a HVAC SIZING Page 1 , HVAC Project Title ........ The Brazil Residence Date..04/12/01 16:32:5;4 Project Address N. :...... pe 1 Road; . .... .. * *=* * *:* * - z: Forest Ranch *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 - 530-894-8466 Field Check,/ Date Climate Zone ........... 11 Compliance Method.....: MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -01125S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4923 SF Res.- Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... --^n Location...... .... Latitude ................... Winter Outside Design...... Winter Inside Design....'. Summer Outside Design...... Q„ mer. Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used... .. Overhang Shading Used.:.... Latent Load. Fraction... 4923 sf S.-683 cf Front Facing ?_'--•_RAD I S E 39.8 degrees 30 F 70 F 99 F 7 F 34 F Yes :mss Yes ?0 HEATING AND COOLING LOLD SUMMARY Heating Description 'Btuh) 90 deg (E) Cooling (Btuh! Opaque Conduction and Solar...... 17444 8302 Glazing Conduction ................ 22735 11936 Glazing Solar .................... n/a 30200 Infiltration ..................... 28828 8698 Internal Gain .................... n/a 2325 Ducts ............................ 6901 6146 Sensible Load .................... 75907 67607 Latent Load ...................... n/a 13521 Minimum Total Load 75907 81128 Note: The loads shown are only one of the criteria affecting the 6,�eccion of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. 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