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HomeMy WebLinkAbout017-260-156O 4 011*41-156 94-0617B',P.,E,M DAHLMEIER, • DON & TRUDY '135 SPANISH '.GARDEN' DR'.- CHICO NEW SINGLE' FAMILY �• � ; " .,4�� ` r- 011-410-156' PERMIT#94-1737 DAHLMEIER, DON & TRUDY 135 "SPANISH 'GARDEN DR., CHICO CONT: JAMES ROBBINS TEMP ELE SER BP#94-617 0 nTrw" 7[14 q;,I' ID P!11AL 94-061773,1E ,M o OFFICE COPY Address Ae k c t '06 'ti` GAS Meter By Date ELECTRIC Meter By D a t e ,2---Z7 q Alb'7 426ay 0, 07 - it . ti. I 5., .�� _fes ���____ ��, . N OFFICE COPY -3 Address GAS Meter By Date ELECTRIC Meter By a Address— at I GAS Meter By— .Sl. ELECTRIC Meter By Da OFFICE COPY JOB FINALED (Dabi) Signature. ea k -i V— V. V= OK O = Not OK • = Not t Applicable eady ble MOBILE HOMES- Date/initials MOBILE HOME UTILITIES (Plana) OK except #'a - 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Teat -Fall -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Ciearences-Grnd-/ /Amp -Concrete 8. Gas; Location -Teat -Wrap: / /" L" ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance. Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements-Setbacks'Easements 2 Footings; Size -Spacing -Marriage Line 3.. Gas; MH Teat -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 8. Water; MH Test -Regulator -Connector .7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exit a; Insp.-Sketch 10. Cert. of Occupancy . a MISCELLANE04S Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Pians)OK excerpt the 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joista-Decking-Bracing-Stairs-Rails 4. Wood Awn.; Posta-Beams-Rftra: Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftm-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI S. Elec.; Pool Lighting; 15 volts-GFI 8. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main In Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not'Applicable = Not Ready RESIDENTIAL. (Single & Duplex) Date/Initials' UN FLOOR Plans OK except k's 1 oning-Setbacks-Easements ood-Slope Mein; Soils-Elec. Grn / P' Ftg. Depth 7 Garage; Soils-Steel-Elec. Grnd.-/ /" Fig. Depth X_Otg., Porches & Decks; Soils -Steel-/ /Ftg. Depth S. Ste walla, Maln; Steel-Blockouts-Wrapped 6. S mwalls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 9. D.W.V.; Fall -Fitting -Teat -2 Way QrfbBfwer ireefd' fit = 10. UF. Gas Pipe; Size -Anchors - yard gas piping: sIU4 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except N's 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection D.W V.; Test -Fittings & Anchor -Nail Protection (7-3t-�y hower Pan; Test, First Floor -Tub Access 120. Test Tub & Shower, Second Floor -Tub Access r• 21. Gas Pipe; Size & Anchors Date/initials EL ICAL Permit OK except Va F>tGre & Transformer Clearance -Ins. Protection gc: Receptacles Spacing -Lights & Switches at Doors S' Boxes & No. of Conductors -Stapled xmex Installed Close to Edge of Studs & C.J. 6. gquip. Ground made up w/Meth. Fastners-Bond Gas & Water ,IK2,pliance Circuts in Kitchen & Conductor Size/GFI Sub Wire Size �3/ ga. Cu o I A.C. Wire Size It/ ga. 0 Range Circ. / ga. Cu Circ. / / ga. Cu or Al. I lated N tral es 13 No Service -Riser Conductors & Ground -Mein Disconnect $t-Equj,pe Clearances Panels -Motors -Mach. Equip. _ . 1otfies Closet Light -Shower Light -Spa Light 38�Smoke Detector Date/Initials ME ANICAL Permit OK except #'a Ducts Insulation & Support 5. Vent an; Exhaust above insulation x'38' densate Drain & Overflow; Size & Grade -. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet -38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except M's W. Sile, Proper Material & Anchors 40�Vfills Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Wells over Girders & Floor Nailing top in Walls (ret proof) .dire $tops; Furred Ceilings -Stairs -Chases -Tub 4. Headers & Beam -Size & Bearing Date/Initials Joist-Rftr. ties-Purlin=roof Brac- 47fDWplace Ties or Type A Flue -Fireplace Throat clearance . ttic" ccess; Size & Romex Protection -Draft Stop -Ins. Battles m. Windows or Exiting Doors -Sill Hgt. & Dimensions a ge Fire Protection Framing 1. roperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits a sire; Width -Headroom -Rise -Run -Landing -Fire Protection . plywood,on Roof Overhang -Attic Vents -Rafter Outriggers *-K Siding=Nalling Veneer /'0-,J713 5 co Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection-Skylighte-Plastic ie Sherr Wells; Nailing -Bolts Date/Initials L Plans OK except k's 81 Ext. Steps -Door & Sidelight Protection -Landings _ i✓62. Smoke Detector � 4T Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection ,/64„Bedroom Exiting ✓65. G.F.I. & Bath Fixtures & Tub Access -Spa 66.. Elec. Trim & Subpanel; Breaker Sizes & Labels _—W—Stairs & Rails x--68--Fireplace or Stove; Clearances -Hearth 611,11ec. Outlets at Wood Panel; Int. & Ext. k--7e.-Kit.Fixt. & Appliance; Grnd: Alr Gap -Cooking Clearance �lec. Outlets & Receptacles at Kit. Counter arege Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection lb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection insulation -Foam -Looked In Attic 0 Yea 7 and Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes L__80 -Following instld.; Drive 13 es o; Walks Yea o; Planters 0 Yes- �Wf�To Ecco; Brown -Finish 82.'_A-6. Unit; Disconnect, Electrical, Plumbing 83.j�ents Above Roof; Plbg: Appliance -Fireplace :Clearance to ,— Openings -.:._J14_Water Well; Disconnect, Electrical, Plumbing I r. xterior Elec. Trim; G.F.I. Receptacle -Underground _ !LfiB--Ventilatlon Throughout House 87. ass Protection 88. Correct s from Previous Inspections G-1 eat -Meters Tagged; Gas -Electric 90. er & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Comments at Final: a i 7 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive--Oroville,'California 95965 - Telephone (916) 538-7541P RMI NO. APPLICATION AND PERMIT ASSESSOR PARCELNUMBER 011-410-156 ZONING SR3 BUILDING PERMIT TRUDY DAHLMEIER TELOWN 3EPHONE 9 SQ. FT. OCC. BUILDING VALUATION 07TYMERIDENT CIR STE F, CHICO CA 95926 2300 R 124,200 908 M 16,344 COt[y(jTq fi rnE I TELEPHONE 70 n 910 646 0 4,522 CONTRACTOR'S MAILING ADDRESS Fireplace I "A" 1,500 CONSTRUCTION NONEION LENDER UNKNOWN Total Valuation $ 147.476 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 807 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 524-85 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 135 SPANISH GARDEN DR., CHICO PERMIT FEE $ 1,375.35 PLUMBING PERMIT Filing Fee 20.00 Each Trap L11 7.00 77.001 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE SFXX Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 19.00 Mobile Home S G W @20.00 TYPE OF WORK Newn Addition ❑ Remodel 1:1Utilities ❑ Installation ElOther ❑ Describe Work: 3BR PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( OOOVORLESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLDS. ) 3.5C FT.SO. CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. , Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BA20 @ 1.000 FIXED APPLNS. OR Ex. Occu p' OUTLETS (RESID.1 EA. ) ( 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 1 1 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a XCertificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 161 55 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT U1 DE 1.5.00 Cooling FLOOT 20.U0 Hood 6.50 . 5 Ventilation PERMIT FEE $ 75.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all Iiabiliti udgments, costs, and expenses which may in any way accrue against said Co ty in onse a CISo t granting of this permit. X Date 3 Signature of Applicant )k 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. Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 occ R-3 CONST. rvPE UN TOTAL FEES 1, 814.90 HAZ. X D. FEES X IMP X FLOOD AE CDF X PARCEL PO X HD SSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By 4�LD to /y PERMIT EXPIRES ON 7 (De ) Receipt No. 156618 16 7/7S � WHITE-D.D.S.-B.D. CANAR -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY, OF BUTTE BUILDING DIVISION - ! r DEPARTMENT OF DEVELOPMENT SERVICES F 1469 Humboldt Road, Chico, CA}- (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA -'(916) 872-6307 ;. CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. .i �l i 1' j Date REV 10/92 / U COUNTY OF BUTTS ,,BUILDING DIVISION .. ARTMENT OF DEVELOPMENT SERVICES 9 Humboldt Road, Chico, CA - (916) 891-2751 inty Center Drive, Oroville, CA - (916) 538-7541 7 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 1 fi'Z u'Inspector t REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE IT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date /�"") Inspector REV 10/92 • COUNTY OF BUTT BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plea^see cont(a�ct this office immediately. 1 1 1� (Zt) V l %�l %. (.oh-it-- (3� pA c r2 TD.Cy . y c'd�Af�S Date Inspector REV 10/92 COUNTY OF BUTTE BUILD196 DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE qV_ OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of -work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. rt /9 �0 /Y-645 I Date Inspector REV 10/92 COUNTY OE BUTTE BUILDING DIVISION L ZEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE d4 ?,-/- 612. OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I DQ— ' .9rl;.0Cl7I0'-j •C!Mni7/7 r -g w JIA,I,1/1i - L r v \. Date l.^ k/14 Inspector r REV 10/92 r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 9,414« 2 9 y-0617 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date /� Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 { t CORRECTION NOTICE OWNER' 1 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at �y t the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date - 5 Insp REV 10/92 � L Date - 5 Insp REV 10/92 COUNTY OF BUTTE K . BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist=at the above address and should be corrected. Please notify this office when correction of work' is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. fl) Gods Sw U / o -7,K- o -v w OZo,<oc... 5,41)m Date (5 Inspector REV 10/92 SEP -08-1994 10'13!'— WESTERN BUYERS DC - 50*,� 852831 P.01 � •err • APA Certiticate of Conflonnance Certificate N9 30113 THE UNDERSIGNED MANUFACTURER HEREBY. CERTIFIES that the structural wood products identified below and marked with a collective mark of American WoOd Systems (AWS) were'man- ufactured in accordance with the specifications indicated below. X ANSI Standard A190.1-1992, for Structural Glued Laminated Timber W .lop Name - - WESTERN BUYERS INC. Job Location ELK GROVE, CALIFORNIA WB -22962 7-05-94 09-02187 Customer's Ortor No. Date - Mhjr'e Order No. 0 77 L— Signature- G� Title QUALITY CONTROL SUPERVISOR Company BOISE CASCADE CORP. Address P. 0. BOX 50 BOISE, ID 133728 Date ___ r`' G• C/� r IT IS HEREBY CERTIFIED that the structural glued laminated timber production of the above-named manufacturer which carries a collective mark of American Wood Systems (AWS) Is subject to regular audit by American Wood Systems, such audit consisting of the inspection wish reasonable frequency of the manufacturing process, with adequate sampling to verify the quality of glulartt construction and the adequacy of glue bond. t' 4��PeR,4lF SEAL yby � Thomas G. Williamson Exacutive Vice President AMERICAN WOOD SYSTEMS — A RErATEn CCAPORATION OF AMERICA04 PL W00 ASSOCIATION 09 -OB -1994 10:12AII 9166B52e3l P.01 I� E.H. USE ONLY Plot Plan Attached Floor Plan Attached Scotto B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance • ar.aa — — Plan Approved for: Sewage .Disposal Water Supply: Public Clearance for bedroom mobile home. Other AP# Private Well Final clearance O.K. for: NOTE: En onmental Health Specialist Date S2/Q1) nr'�^k.•...�5.^i n+�.�,r�ezv��q�r.rtA?,a...t..I'..y...:YKc".r,.:..':1'"y�l4+r'l�i�J..+ay+`.�a.,dr�'w,+'dr'i1eF! �=.a.,,.�„i.+,nrc•�t*n.-A�r�*vr-� . ,,..-..{� r� COUNTYOF BUTTE - DEP . T TO E ELOPM ENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER PZ!q A. Proposed Building Use _ Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form. ......... x i .................................. 6 Energy Design Compliance and supporting documentation . ................. . Statement of Intent for Non -Heated and A/C Buildings . .................... . Engineered truss d d layout in duplicate (required prior to plan check).' .... Mobilehom a a and man cturer's installation instructions, 2 sets. ........... Fees of mpact f as sho attached schedule . ................. . California Department of Forestry plan approval/ 3-( Flood elevation letter (100 year flood) b California Engineer. .. ............ . 4. Sanitation and plot plan approva3f'_'WGa Health Department . ........... . 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18ontact Land Development about (A) Improvements (B) Drainage. .. . g. Driveway permit (construction approval required prior to occupancy). /PvI�Qedwn re/ft'� ..qu-9-?� Pre I 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner Mail to owner �. . 4. Recorded copy of Agricultural Acknowledgement Statement . ..................�S D c� " - 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . .......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ..................................................... 33. 34. When u issue the permit, process as follows: Ma to owner. Mail to contractor. Telephone-tit;/� and hold for pickup at t' / L office. Deliver with inspector.., Other Parcel Creation 3_9.-9y Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior t t i nce (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, ow r, was advised of above r quired data by _ phone _ mail Counter by Dat .. Contractor, designer, owner was advised of dBSvquired data by _ phone _ mail u ter by _ Date Plans checked by e Plans approved by Dat o—w—Al Sets of plans on hold in File cabinet AP folder ND Z Copy - Department of Public Works v ;i TO: Building DeparUiient FROM: Environmental Health SUBJECT: Sanitation Clearance I II_IIY � t)�Ll_ Plot flan Altadwd -- ----. _ . 9t lilirot I'liiii Awiched Sal to Ilii: Owner Location AP# Plan Approved for: Sewa-e Disposal J/ Clearance for �Zbcdroom ►i+e home. Other Hold final for: Final clearance O.K. for: NOTE Environs ental Health Specialist 8/92 Water Supply: Public. �-- Private Well_ Date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER L IN 5� / (i dkz -- A.P. PROPOSED BUILDING USE DATE AF REC. # _ DATE REC 1. SCHOOL DISTRICT FEES �(L� (paid at District Office). ......� o 3 /(J -5- /,? �V/ 2. SHERIFF FEES .................. (paid at Building Department) Residential..... unit x amt. A9, _ Commercial (sqft) x _$ 3. URBAN AREA FEES sq.ft. amt. (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq.ft) x =$ sq.ft. amt. RECREATION DISTRICT FEES1 4KD (paid at District Office)..... ...... .. 5. DRAINAGE DISTRICT FEES (Contact Land Development Division).............. 6. SRA FIRE INSPECTION AND PLAN CHECK = 9.00...... (paid at Building Department) 7. OTHER 8. OTHER r�� At time of permit application, I was advised the above fees are required to be.paid prior to issuance of the permit. APPLICANT DATE q, j: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES B ILDI `I .,r7 County Center Drive - Orovilb, California 95965 - Telephone (916) 538-7J o. - z// t9 - APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 0// �� /� (�, ..N _P BUILDING PERMIT OWNER , 0 — �� TELEPHONE OWNER'S NG 4bDRE7 2. �5 fi S90 SQ, FT, OCC. BUILDING VALUATION - a � a /Ol✓ CONTR TO N TELEPHONE CONTRACTOR'S MAILING ADDRESS(' r �rirtlpla"cff"e I CONSTRUCTION LENDER UNKNOWN Total Valuation $ , LENDER'S MAILING AnDRESS Filing Fee Permit Fee $ ARCHITECT OR ENGINEER ucENSE NO. Plan Checking Fee • $ o2 S ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Q' PenaltyT- BUILDING ADDRESS 41 , /l/ PERMIT FEE $ PLUMBING PERMIT Ffillierg Fie -,20.00 / �irT �C o Each Trap 7.00-77,e20 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARC L MAP Water piping 15.00©(/ RIA T6 2" Each gas water heater or vent 15.00 p USE OF STRUCTURE Gas piping system 1 - 5 outlets 15.00 SF ,Duplex ❑ Mobilehome ❑ Other SPECIFY Building sewer 15.00 (/Q Mobile Home S G W @20.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ PERMIT FEE $ Contractor Describe Work:9 46 ELECTRICAL PERMIT Filing Fee 20.00 'C �( Main Service ( BOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( h ACC. OLDS. ) so. 3.5C FT. _ CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) NEW CONST. MULTI.OUTLET •NON.RESID. ( BRANCH CIRCUITS )1@7.50 ( POWER APPARATUS ) 6 -SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 SAL. 0 .50 ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do Ex. Occup.FIXED APPLNS. OR (OUTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code Mobile Home Facilities 20.00 Misc. Wiring 23.00 forthis reason WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): PERMIT FEE $ Contractor ❑ This permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a MECHANICAL PERMIT Filing Fee . 20.00 Heating �,�' 500 Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Cooling IV is Hood 6.50 Ventilation ,� Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked.10 PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. Mobile Home Installation Fee$ I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to Energy Inspection Feb, _ .—/-I $ P CGN T v T TAL FE enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accr a against said County in consequence of the granting of this permit. HA 0. FE IMP F CD '—� 'Ml PARCEL HD ISSUE This permit is hereby issued under the applicable' revisions X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. construction of structures over3 stories in height. By Date Recei t No. P ! �(�(i% / CJ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT PERMIT EXPIRES ON lOetel r I Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT ,g 4 -2032 1 Btlikd,%�' : Division FOR RESIDENTIAL PEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement bei recorded±prior to issuance of a building permit. 1 The property described herein is adjacent to land or included 94-020321 1 Rec Fee 9.00 within an area zoned for agricultural purposes, and residents 1 Check 9.00 of this property may be subject to inconveniences or Recorded 1 discomfort arising from the use of agricultural chemicals, ' Official Records 1 including, but not limited to herbicides, pesticides, and County of I fertilizers; and from the pursuit of agricultural operations i Butte I including, but not limited to cultivation, plowing, spraying, Candace J. Grubbs I pruning, and harvesting which occasionally generate Recorder I dust,smoke, noise, and odor. Butte County has established 8:03am 10 -May -94 I _ _ PLIBL` XX �2 agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 5-2-94 PROPERTY OWNERS: Trudy Ann Dahlmeier Donald Collins Dahlmeier .�1CYlV"IVVLIQ-t-�"-� �r State of California ) County of Butte ) On May 2, 94before me, Tim D. Marble, Notary Public, personally appeared Trudy Ann Dahlmeier, & Donald Collins Dahlmeier, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that heAhe/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. U -TIM D. MARBLE WITNESS my hand and official seal. emyCOMM. K. Comm. #964150,1NOTARY PUBLIC - CALIFORNIA )BUTE COUNTY n Expires April t2. 1996 Signature - - Seal: A. P. 11 0// a/— /SIe 94-•20321 Z ^S� AN1E ORDER NO. BU -118953 BG DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I LOT 9, AS SHOWN ON THAT CERTAIF :SAP ENTITLED, "THE BLUFFS AT SPANISH GARDEN", WHICH MAP WAS RECORDED IN THF. OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 19, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 52 THRU 56. EXCEPTING THEREFROM A ONE FC T NO ACCESS STRIP LOCATED ALONG THE I SOUTHERLY BOUNDARY OF THE ABOVE DESCRIBED PARCEL OF LAND AS .•s; DEDICATED TO THE COUNTY OF BUTTE, AND AS SHOWN ON THE ABOVE REFERENCED MAP. PARCEL II: AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS SPANISH GARDEN DRIVE AND ALM BLUFFS DRIVE, AS SHOWN ON THAT CERTAIN MAP `"•`;:: ENTITLED, "THE BLUFFS AT SPANISH GARDEN", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 19, 1985, IN GOOF 100 OF MAPS, AT PAGE(S) 52 THRU 56. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. END OF DOCUMENT END OF DOCUM"PIT RESIDENTIAL.PLAN^CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC: ONLY) '. Bldg. Permit # OWNER 10���!/j�yffl� A. P. # Plan Checker GENERAL oning requirements: (sideyards and number of permitted living units). Valuation. lans signed by designer. �. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). TRecorded notice of violation. PILOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. ther buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non—comb— ustible, and foundations). FAU & FAS road setback. Building or utilities across lot lines (Record form). FLOOR PLAN J Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). 5:7Skylights (Chapter 34 & Sec. 5207). . Human impact glass (Sec. 5406). - Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main— tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. 3' Garage firewall, door size, and closer (Sec. 503(d)(3)). i 1 - 3'0" exterior exit door (sec. 3304 (f). ?**Smoke Fireplace and wood stove location, alcoves, and clearance. 3. Smoke detectors (Sec. 1210). '+ Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS �— Standard bracing or engineered design (Table 25V) ' Unusual shape, size, or split level house requiring lateral design. clerestory requiring balloon framing and/or engineering. /Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. after ties or bearing ridge beam. Garage door�or porch header sizes. 2'Stud heights. Adobe soils — special foundation design. etaini.ng walls requiring design. Special tion required. 8/91 RESIDENTIAL PLAN CHECKING,GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR ' S airway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). rick or stone veneer (Chapter 30). terior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof convering (Chapter 32). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. . Energy design. . Flashing at all exterior openings. . CDF responsible area requirements. n NO IT :'i R turu to: AGRICULTURAL STATEMENT OFACKNOWLEDGEMENT ding Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be rior to issuance of a building permit. ACCEPTED FOR RECORDING The property described herein is adjacent to land or included o —_.. _ . . . within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or BUTTE COUNTY RECORDER discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and /, fertilizers; .and from the pursuit of agricultural operations MAY77 including, but not limited to cultivation, plowing, spraying, ��4 N,� 1 0 9A pruning, and harvesting which occasionally generate U dust,smoke, noise, and odor. Butte County has established M agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: 5-2-94 PROPERTY OWNERS: Trudy Ann Dahlmeier Donald Collins Dahlmeier State of California. County of Butte On May 2, 94before me, Tim D. Marble, Notary Public,'.' personally appeared Trudy Ann Dahlmeier, & ' Donald Collins Dahlmeier, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. - TIM D. MARBLE ; Signature , A.P. 671 / al- �S� Comm. 11964150 AAY PUBLIC - CAUFORNIA BUTTE COUNTY 0 WC—m. EWres A01 12. 19% Seal: 4 'w3 t 1 ^h,ER9 1 - 1 169 1 ORDER N0. BU -118953 BG w� DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 9, AS SHOWN ON THAT CERTAIN :IAP EUTITLED, "THE BLUFFS AT SPANISH GARDEN", WHICH MAP WAS RECORDED IN THP. OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 19, 1985, IN BOOK 100 OF MAPS, AT PAGE(S) 52 THRU 56. EXCEPTING THEREFROM A ONE FC T NO ACCESS STRIP LOCATED ALONG THE SOUTHERLY BOUNDARY OF THE ABOVE DESCRIBED PARCEL OF LAND AS DEDICATED TO THE COUNTY OF BUTTE, AND AS SHOWN ON THE ABOVE REFERENCED MAP. AN EASEMENT FOR INGRESS AND EGRESS OVER AND ACROSS SPANISH GARDEN DRIVE AND ALM BLUFFS DRIVE, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "THE BLUFFS AT SPANISH GARDEN", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 19, 1985, IN BOOP 100 OF MAPS, AT PAGE(S) 52 THRU 56. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. 6 END OF DOCUP.VIT ^ TrI 1�• p . `♦..t+' , r. 'Mr _...r'•! .�, "yb' r1F �lri}"'^"'iHN'r. ,.q. '.y „ •_./..... r.. ,•r,r y..}-yr,r,. r....•�. v.....h, r• -.r ..y.,H..�,.v-. r � BUTTE COUNY PARKS DEVELOPMENT FEE CERTIFICATION FORM. CHICO AREA RECREATION AND"PARK DISTRICT Assessor Parcel Number (s) Property OwnerQ� �I�va/ q� ,�i�✓� ^/ Project Location/Address /�s"" s� �-� �, r-„/ i �• �y� �(� Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) Non-Residential'to Residential Total Number of Dwelling Units Comment: B ilding department Representative Date .Chico Area Recreation_ and Park District(CARD) certifies that (Applicant Name,4 Number) (Street Addre ') (City) (State) ('Zip Code). has complied with the requirements of Butte Co. Resolution No. 89-081 by payment for ' dwelling units @ $722 for total payment of $ 4111tg+ V CARD Representative Date PAID BY CHECK NO. BANK NO. % PAID BY CASH RECEIPT NO. �O park.fee (7/89). REMARKS: III q4 4:5?Ph 00107926 CHECK $1189.i1U ' � + 9 isav?�'-+► `ems `�wf��, "� �. �.;rar, ter . � ,� � ,,t ,�3,....«,:�>�^:?S ��' k �' i�+'�1'l 9'. ,.4'��w •� :+ ,la�r'Eii°:� 'w :1, a ►;'li�;i�`���Y� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Forrh Per Building) School District A.P. Number d//— 11`0 -16rjo Jurisdiction City A F Property Owner..�oitl �I'd4'� ��� �i'�, Property Location/Address Subdivison Residential Development f�,���{ 0 No of Living cG MHI /_� nits Commercial/Industrial f 0 New Building Department Rely esentative . a: Building Department No. County Lot No. �Sq. Footage ,?- 3 o 0, Additio l� (G pia f`f 0 Sq. Footage Addition (Including Exterior Roofed Areas) _— t 2,J s 5`Di a (Floor Plans reviewed by School District Personnel) / l �- District Identification No. 9.90 3 �77 /,tp aLSchool District certifies that - (Applicant) /12S Seo R'9 (Street Address) / (Phone Number) CLi►« . , tea. 9S%?� (City) (State) (Zip Code) has complied with the requirements of Resolution No.� by payment of $ representing asquare feet. School District Representative Date Paid by Check Number � / Remarks: Bank Number _ Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully miticiate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.wkl (4/92) (0 5 s OWNER'S NAME: .�i ,� I Vl/1 P. (� �' RECEIVED PERMIT NUMBER:. `f- A. P'. — D— .S� DATE RESIDENTIAL ❑ NON RESIDENTIAL RECEIVED BY T3M '3./ — — — — — — — — — - — REQUIRED PRIOR TO PERMIT ISSUANCE — - — — — — — — — — — ❑ FROM DATA SHEET ❑ REQUESTED BY PLAN CHECKER- a=Qa� REQUESTED BY CORRECTION NOTICE ❑ YES ❑ NO ITEM.. LOCATION IN BUILDING WHERE CHANGE OCCURS: WHEN APPROVED, PROCESS AS FOLLOWS:-- -------------- ------------- — — — Mail to owner (Address) Mail to contractor ©Name and Address) Call O� — and hold for pickup .at office. Deliver with n xtiispection. REVISED PLAN. C11ECX FEES PAID: $23r.00... ( , $4h.00 '/ Additional Fees Not Required - -, Installation Certificate: Residential CF -6R BUILDING OWNER: OOv) A1 r„.+10�fq l7� 1-. Pit BUILDING PERMIT #:q4 - 0Le I I BUILDING LOCATION: 135 ..S�a h S lea CT-0vr-d er,\ , D'v'. 6,y; A alS q 22 An installation certificate is required to be posted at the building site .prior to the issuance of the occupancy permit. This form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and type of the appliance installed must be equivalent or better than the appliance specified on the Certificate of Compliance (CF -1 R). This certificate (or its equivaidnt) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance installation. ' I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment is listed under Water Heating Systems. Heating Equip. CEC Certffied Actual Distribution Duct or Heating Load Heating Type (furnace, Manuf. Make & Efficiency Type and Piping Before Over- Equipment heat pump. etc.) Model Number (AFUE. etc.) Location R -Value Sizinc (Btuh) Capacity (Btuh) Gc� i7t4,(nne, e-2� ti�N1 °1 c7 14 FLf E 00 b R.Cs?p - 12Ew�k7'S CEC Certified Cooling Equip. Compressor Unit' Actual . Distribution Duct or . Type (air cond., Manuf. Make & Efficiency Type and Piping heat sumo. etc:.) . Model Number (SEER) Location R -Value Ate' (amd �� vrt�r eo,; ii l^'1 c Ict 5st c. 13 . D Xlll RAN A, -f7uo3—Pt5 The building design heat loss and design heat gain rate have been determined using a method specified in Section 150(h) of t Energy Efficiency tandards, and are two of the criteria used for equipment sizing and selection. D.y\ 4 i r wl,� rtl�.,l wtc ti, ignature 0 Date HVAC SubontraCor (Co. NwmyVr General Contractor or Owner WATER HEATING SYSTEMS Energy' External Water Heating CEC Certified RatedTank Factor or Tank System Type Manuf. Make & Input (kW Capacity Recovery Standby' Insulation (s race aas. etc.) - Model Number or Btuh)(gallons) Elf Iciency Loss (% R -Value 1. For small gas storage (rated input:S 75.000 Sw/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated inout >75.000 Stwhr), list Rated Input. Recovery Efficiency and Standby Loss. For instantaneous gas water heaters. list Rated Input and Recovery Efficiency. For instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER HEADS All faucets and showerheads installed are listed in the Commission's Diremory of Certified Faucets and Showerheads, pursuant to Title 24, Part 6, Subchapter 2, Section 111. A,V� '0 4� ` 1-056) Signature Date moing u c cr (Co. Name) or General Contractor or Owner 4 � THIS CERTIFICATEMUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 Insulation Certificate BUILDING OWNER: H L /11 r /ACOL BUILDING PERMIT �� — 0 7. BUILDING LOCATION: Description of Installation ROOF Material Thickness (inches) CEILING Brand Name _ Thermal Resistance (R -Value) — Batt or Blanket Type Brand Name Thiclaiess (inches) . fL) = Thermal Resistance(R-Value) Loose Fill Type Brand Name Contractor's minimum installed weight/ft lb Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR WALL Material 1 - � 5 Brand Name Thickness (inches) Thermal Resistance (R -Value) -� RAISED FLOOFJ Material - Brand Name W—E Thickness (inches) Thermal Resistance (R -Value) SLAB FLOOR Material Thickness (inches) Width (inches) _ FOUNDATION WALL Material Thickness (inches) Declaration Brand Name Thermal Resistance (R-Vaiue) Brand Name Thermal Resistanc.- (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the. California Administrative Code.. Gcii=- ai Con actor (Builder) license Number 5ignanue and Tide Date S ub-Contractor (Insulation lrutaller ) S ignature and Title License Number Date THIS CERTIFICATE MUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 ■■E■■^■■ENE ■■■■■ ■■E■■ NEEP\ V\U■■ NEW ANNE ■M■■► 4■iN NNr INE ■■► A ANN %"dLJ■LJ&-A Materials Enaineerina Testing and Inspection Crane Certification 5050 Cohasset Road Chico, CA 95926 File No. 94303 27 June 1994 Robbins Construction P.O. Box 3512 Chico, CA 95927 Attn: Mr. Jim Robbins Gentlemen: On 25 June 1994 we performed an inspection of footing.trenches at the Spanish Gardens Subdivision, Lot 9 (AP# 11-041-156). The purpose of this inspection was to verify that sound durable lava cap was present at the bottom of the footing excavations wherever the depth of the excavations was less than 12". All excavations were completed prior to our inspection and the exposed rock formations had been swept clean of loose soil. Crevasses between lava formations had been cleaned of soil to a depth of at least 12". All footing_ excavations were were.carried to a depth where lava cap was encountered or to a depth of 12" below existing ground. Where the footing depths were less than 12",.the footing excavations were underlain by a solid lava plate, ranging from 1" to 12" below the surrounding ground surface. All exposed rock in the footings was judged to be sound durable lava (breccia) formation, which could not be excavated by conventional equipment. Very truly yours, APPLIED TESTING CONSULTANTS, INC. Via. Mark Haydon', SET BUTTE COUNTY BUILDING'EPRTMENT (916) RE A to 10 ®�� 891-6625 COUNTY OF BUTTE - DEPARTMENT QF DEVELOPMENT SERVICES - BUILDING DIVISION ��--� 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541, PERMIT NO. APPLICATION AND PERMIT - 73 ASSESSOR PARCEL NUMBER 011-410-156 ZONING SR3 BUI ING PERMIT OWNER R TELEPHONE 345-9849 SQ, FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS ENDENCE CIRCLE STE F, CHICO 95926 CONTRACTOR'S NAME JAMES ROBBINS TELEPHONE 891-1048 CONTRACTOR'S MAILING ADDRESS 29 CHIC0 95927-3912 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 135 SPANISH GARDENCHICO PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7,00 Solar or heat pump water heater 23.00 Water piping 15,00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other TEMP ELEC SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: TEMP ELK SERVICE PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 RE BP 94-617 Main Service ( OOOV OR LESS ) 200A OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. SLOS. ) SO. 3.5C FT. CONTRACTORS LICENSE LAW( I decl under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force aind effect. License No. O Classification (� ❑ 1, as the ow er, or my employees with wages as their ole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET -NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS 1 & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) BAL. @ I.00 Ex. Occu FIXED APPWS. OR p' ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ JAi'spermit is for $100.00 (valuation) or less. AEffol have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 43.00 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said Country in nsequ ce of the granting of this permit. y X \Date (ji G — SignaWe of Applicant - IJOwner Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee I $ occ CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable the Butte County Code and/or Resolutions inthe in above for which fees have been By PERMIT EXPIRES ON (Date) provisions to do work paid. Dat4 [�j 7 Receipt No. WHITE-D.D.S.- -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT (?F DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER FVI o - ZONING �n BUILDING PERMIT OWNER �A ,fL�1"co� TEL"E -Tr Y SO. FT. OCC. BUILDING VALUATION OWNEFY�R I.J�UUNG OR �� /eo CON O/7R'g N�� QYif l/M� V JI N/D� C ACTORS UN ADOR �� nL CGO Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. I Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS /35 � �I 2 PERMIT FEE $ PLUMBING PERMIT Filing Fee.1 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SF ❑ Duplex O Mobilehome O Other SPE Fv Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20,00 TYPE OF WORK ���� New O Additio�i' 01 Remodel O Utilities Installation O Other O Describe Work: - C l ou PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 ' Main Service 1001 OR LESS I 1001 OR LESS ) 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONIS. ( a ACC. BLDS. ) g 3.5C FTG; NEW CONST. MULTI.OUTLET .NON-RESID. ( BRANCH CIRCUITS ) - - @7.50 ' CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed underrovisions of Chapter 9, Division 3 of the Business and P P Professions Code and my license is in full force and effect. License No. Classification O I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7Q44) O 1, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) A SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) p @ 1.00 BAL. .50 Ex. Occu FIXED APPINS. OR P• I OUTLETS IRESID.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 40,00 Misc. Wiring 28 00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ ©p Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - ❑ Owner O Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ � �� "AZ. 1 O. FEES IMP I FLOOD COF PARCEL Po HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON !Dere! Receipt No. 0 7 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I -,.. . . ._ -4 N N N Fh1- W WW W W W zxx N N N 000 .n OO �- N V eaa N N N Ott V7�,� WCkII at- C?K, e ns wa11 viM err = 0- 4�v_ e4'r - , 055 Kc4\-� (A) VJcQQ ✓ a = fl-Z�Z t2� .03G 4- 8(oIS�= ✓'", � ; �,-� = 4.2-5 � M C 9,192 CAC:�F o•. P Y,0 KI vv- aA C/ 2 - be I v,� v, fv rad e) Cove f rU.0 �D✓ I viA(C,+ed Ck ok I (' r_ , 1 f- -b P,\< c o. v c 0 u - A so,Is P 5i�l�e^ sko..ld 'oe o^e`fa,�ed derM;he ,�11 I �j-l�e �rv�-�✓ 2.v�C, gvh'�e�r c, _. 11 �a \j 6, ca.r or -oaf' sf-0Y L Cc. 0, rPa(0- a,q d; V-0 J ��- • S�n� S �-� �- 1 0 s� S 61, o k s f a v V -S 2.0 a((O-w �, V, 1 /� �v��D✓ i,nS 4(-'1, G��0"'^/ r,ffIvim J e1�G i O I ?i� rel �Cf 419-0-1- li SSC in 5/2 Z9 o ✓Y<'S� O n (/�. vt� go /`I f- - see c,-, l _r a, r- 3-i0 S{e c(vo 0�11, �( C� q - DCo `7 FILE Copy. 2 CONCRET3 8:50 PM ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining Mall 6/21/94 ------------------------------------------------------------------------ Description >>lava cap ------------------------------GENERAL DATA ------------------------------ Wall tvDe > 1 ' I -> SUDPorted 2 :> Cantilevered Lateral load tvDe> 2 1 :> Mind/earthquake 2.:> Soil Pressure Backfill slope > 0 Horizontal 0' Vertical Soil weight > .110 kcf ----=---------------------------LOADING------------------------ ------ Wdl minimum > .000 kips/ft Wdl # M11 maximum > .588 kiDS/ft Equivalent fluid Pressure > .055 kcf Sloping backfill surcharge) .000 kcf Total EFP > .055 kcf Surcharge Distance Surcharge P Comment to wall height --------------------------------------------- 2.000 Vehicle 3.000 ' .505 Uniform lateral load > .000 ksf Earthouake/Mind loading -----------------------ALLOWABLE DESIGN STRESSES ------------------------ ***Soil*** Class of materials > 1 Input Allowable Passive (vert.) > 4.000 ksf .000 Allowable Passive (horiz.)) 1.200 ksf/ft depth .000 Lateral sliding coeff. > .700 .000 ---Concrete--- V c > 2.500 ksi fv > 40.000 ksi Es > 290000006si m > 18.824 -------------------------------NALL DATA -------------------------------- Note: When designing supported retaining walls - do not use more than one segment Segment wdl Actual t Actual d Max; d 1 .000 to 4.250 .319 6.000 3.000 3.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 .000 Segment bxd"2 M Factor Mu Mn As 1 108.000 .271 1.700 .460 .511 .069 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 .000 .000 -----------------------------MALL REINFORCING ---------------------------- Seament 1 Horiz. As min. > .180 in"2 Vert. As min. > .108 in"2 Calculated As > .069 in"2 Vertical . Horizontal 14 at 18 . in. O.C. 14 at 13 in. o.c. 15 at 18 in. o.c. 15 at 18 in. O.C. 16 at 18 in. o.c. 16 at 18 in. o.c. 17 at 18 in. o.c. 17 at 18 in. o.c. 18 at 18 in. o.c. 18 at 18 in. o.c. Seament 2 Horiz. As min. > .000 in"2 Vert. As min. > .000 in"2 Calculated As i .000 in"2 Vertical Horizontal 14 at 0 in. o.c. 14 at 0 in. o.c. 15 at 0 in. o.c. 15 at 0 in. o.c. 16 at 0 in. o.c. 16 at 0 in. o.c. 17 at 0 in. o.c. 11 at 0 in. o.c. 18 at 0 in. o.c. 18 at 0 in. o.c. Segment 3 Horiz. As min. > .000 in"2 Vert. As min. > .000 in"2 Calculated As >. .000 in"2 Vertical Horizontal 14 at 0 in. o.c. 14 at 0 in. o.c. 15 at 0 in. o.c. 15 at 0 in. o.c. 16 at 0 in. o.c. 16 'at 0 in. o.c: 17 at 0 in: o.c. 17 at 0 in. o.c. 18 at . 0 in. o.c. 18 at 0 in. o.c. ----------------------------=-FOOTING DATA ------------------------------ Toe length > .250 .feet Safety factor > N/A Heel length > .250 .feet Soil pressure > 1.124 Minimum footing length > .000 feet Actual footing length (L) > 1.000 feet Footinq deoth > 8.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider fta depth for aross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .000 ft-kipS N Arm Moment -------------------------------------------------------------------- Ndl min. .000 kips .500 feet .000 ft-kips Ndl+Nll .588 kios .500 feet .294 ft-kips Segment 1 .319 kips .500 feet .159 ft-kips Seament 2 .000 kips .500 feet .000 ft-kipS Segment 3 .000 kips .500 feet .000 ft-kios Soil .117 kios• .875 feet .102 ft-kips Ftq .100 kips .500 feet .050 ft-kips ------------------------------------------------------------------------ ENdl min) .536 kips £Mdl min> .312 ft-kips £Ndl+Nll> 1.124 kios £Mdl+Nll> .606 ft-kips ------------------OVERTURNING AND SOIL PRESSURE CONT ---------------- EMdl ein./OTM > N/A < 1.5 <OK> Eccentricity (e) > .000 feet <02-(£M-OTM/£0) L/6 > .167 feet L' > .000 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.124 ksf <ENtl/A + 6*Nt1#e/A"2> Minimum soil Dressure > 1.124 ksf ----------------------------HEEL/TOE DESIGN----------------------------- ---Heel design--- Heel length > .250 feet M > .015 ft-kiss d > .000 inches As min. > .000 in"2 14 at 0 in. o.c. 15 at 0 in. o.c. 16 at 0 in. o.c. 17 at 0 in. o.c. 18 at 0 in. o.c. ---Toe design--- Toe length > .250 feet Max soil Dressure > 1.124 ksf Soil Dressure at face of wall > 1.124 ksf M max at face of wall > .035 ft-kiDS d > .000 inches As min. > .000 in"2 14 at 0 in. o.c. 15 at 0 in. o.c. 16 at 0 in. o.c. 17 at 0 in. o.c. 18 at 0 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT ---- =-=------------ As min. > .192 in"2 1 14 bars 1 15 bars 1 16 bars 1 17 bars 1 18 bars 64 -----------------------------LATERAL SLIDING ---------------------------- Rt > .225 kips/ft Rb > .390 kips/ft Lateral sliding coeff. > .700 .375 kips/ft Lateral sliding resistance) .000 .000 kips/ft Allowable passive pressure ) 1.200 ksf/ft depth Lateral Passive pressure provided > .267 kips/ft (Footinq only) Net resistance Provided > .642 kips/ft <Footina only> Factor of safety > 1.644 <00 Concrete slab at base of wall ? > N Thickness > .000 inches Width of slab > .000 feet Resistance Provided by slab > .000 kips/ft Total resistance > .642 kips/ft Shear key must provide ) -.056 kips lateral resistance Equivalent depth of shear key > 4.869 feet Maximum is') Allowable Passive Pressure > .800 ksf <at base of key) Allowable Passive Pressure > .800 ksf <at bottom of key> Shear key required depth > .000 inches Shear key moment ) .000 ft -kips Shear key thickness ) .000 inches d > .000 inches As ein. ) .000 in"2 14 at 0 in. O.C. 15 at 0 in. O.C. 16 at 0 in. O.C. 17 at 0 in. o.c. 18 at 0 in. o.c. ------------------------------------------------------------------------ " CONCRET3 8:57 PM ------------------------------------------------------------------------ Rev 9-21-93 Concrete retaining wall 6/21/94 ------------------------------------------------------------------------ Descriotion ))Sand stone with no shear key ------------------------------GENERAL DATA ------------------------ type > I 1 => SUDDorted 2 =) Cantilevered Lateral load type) 2 1 => Mind/earthouake 2 =) Soil Dressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > .110 kcf -------------------------------- LOADING --------------------------------- Mdl minimum ) .000 kiDs/ft Wdl f MI1 maximum ) .588 kies/ft Equivalent fluid Dressure ) .055 kcf SloDino backfill surcharge) .000 kcf Total EFP > .055 kcf Surcharge Distance Surcharge P Comment to wall height ------------------------------ --------------- 2.000 Vehicle 3.000 .505 Uniform lateral load > .000 ksf Earthquake/wind loading -----------------------ALLOWABLE DESIGN STRESSES ------------------------ ***Soilts* Class of materials > 3 Input Allowable Dassive (vert.) > 2.000 ksf .000 Allowable Dassive (horiz.)) .200 ksf/ft depth .000 Lateral sliding coeff. > .350. .000 ---Concrete--- f'c > 2.500 ksi fv > 40.000 ksi Es > 29000000Dsi AI > 18.824 -------------------------------WALL DATA -------------------- When designing suDborted retaining Nalls - do not use more than one segment Segment Ndl Actual t Actual d Max. d 1 .000 to 4.250 .319 6.000 3.000 3.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 .000 Segment btd"2 M Factor Mu Mn As 1 108.000 .271 1.700 .460 .511 .069 2 .000 .000 1.700 .000 .000 .000 3 .000 .000 1.700 .000 ..000 .000 ------------------OVERTURNING AND SOIL PRESSURE COOT .--------------- £Mdl iin./OTM > N/A < 1.5 (OK) Eccentricity (e) > .000 feet 0/2-(£M-OTM/£0> L/6 > .333 feet L' > .000 feet 04/2-e> Resultant within middle third of footing Maximus soil Pressure > .854 ksf <£Ntl/A + 6*Nt1;e/A"2> Minimum soil Pressure > .854 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- ---Heel design --- Heel length > .750 feet M > .131 ft -kips d > .000 inches As min. > .000 in"2 14 at 0 in. o.c. 15 at 0 in. o.c. 16 at 0 in. o.c.. 17 at 0 in. o.c. 18 at 0 in. o.c. ---Toe design --- Toe length > .750 feet Max soil pressure > .854 ksf Soil pressure at face of wall > .854 ksf M max at face of wall > .240 ft-kios d > .000 inches As min. > .000 in"2 14 at 0 in. o.c. 15 at 0 in. o.c. 16 at 0 in. o.c. 17 at 0 in. o.c. ---18at----0 in. o.c. - - -----LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .864 in"2 5 14 bars 3 15 bars. 2 16 bars 2 11 bars 2 18 bars ------------------------- --- -LATERAL SLIDING --=-----=------------------- Rt >- .225 kips/ft Rb' > .390 kibs/ft Lateral sliding coeff. ) .350 .392 kibs/ft Lateral sliding resistance) .000 .000 kipS/ft Allowable passive pressure ) .200 ksf/ft depth Lateral passive pressure provided ) .225 kiDs/ft <Footina only> Net resistance provided ) .617 kips/ft (Footina only) Factor of safety > 1.581 (00 Concrete slab at base of Mall ? > N Thickness ) .000 inches Width of slab ) .000 feet Resistance provided by slab ) .000 kips/ft Total resistance > .617 kips/ft Shear key must provide ) -.032 kips lateral resistance Eouivalent depth of shear key > 5.088 feet (Maximum 15'> Allowable passive pressure ) 1.018 ksf (at base of key) AlloMable passive pressure > 1.018 ksf (at bottom of key) Shear key required depth ) .000 inches Shear key moment > .000 ft-kibs Shear key thickness > .000 inches d ) .000 inches As min. > .000 in"2 14 at 0 in. o.c. 15 at 0 in. o.c. 16 at 0 in. o.c. 17 at 0 in. o.c. 18 at 0 in. o.c. ------------------------------------------------------------------------ 1 22-141 22-142 SO SHEETS 100 SHEETS 22.144 200 SHEETS cb Lm ' - lz _ CIO � i t t � r 520-3769 Sql- to�8 ✓ Py � D�[n��/CtiICS C t, ► b-6 v -y 4 a 'rS v"^ r ' Q �, _ I �J Q UAV )C,4t4-e.( �<<d�►�y 6eef4ia10,-70 9 w [i's �,5 + (('S) � J ARCyi 92 hoI `%' � w; 11 hof e K C2A I o/Z, (, 013 7) = , o 6 61-•/ � < ,13Z�i �vku. sem+ �h 2�►� (,A [ aveJ oN GT c a- W 1 � ' Cl Q -'j -rhe ,vi 1,n o- y b e C he uLA -d- u S i (Ay c -eS 1 c),-"- pro c2•-ct—. 0661 e�. _ � . Ste- . P � • z� a . , r •T. FILE COPY e y ;f ` ��.. a rte," ,rL • • f. [( � .gin '' .j.• a� r ..t i - --- --- ----- - - - - - -- -- ----- -- - -- -- -- - - - - - - - - - - - - - - - - 1 r -.1 -101c trlj� riltI.-prij: f; H T WE 1 F F 01"TPE TE FOO, F I rpi q F:-. C r T SR"L- v "L I V -t, r-! AftrEl f11,1�ni 111111 Al I V r -F A[ A, 1412T C.nhl?' !�j Qr:r jCE ^.r f pp l rE P- AU 1 F jprr,.,.,,r 1 19 qT'F 4 C-1 v 7 USED A RP 9192 cn ;.A cs CA L r, p, t, a P--------------------------------- KING CJF- .-M ti:. FEET 1 rEETs I Ic-L/k C?e rs J,.(j 6000ps-F (o ov O �- 2 k -S c. '' %-Z a vo � 3 d 5. �> = 7, 2 � �` � � '' � ,�,ti�� , 44-) -?,) c c5 W 0 tA,( J g 6b 4 rig r -7,24(6 4- , I S -G C G t e alb 9 Ir 0 OL C, A e at 0 -t—V r— ( CIAJ C- C I VJI-16EE F0071-IC16 06T71-1 00W,6M)6 - IIJ70 6of-al4 CAP P157g -ry/ s D ET/4! c sores CA C ARCy�� 192 off P. c ar6 0 4-v t Lj-b 4 owe, (aAr-a- LA--,T- 6VI 's u Is clea-t, 0� BUTTE COUNTY 11 -DING Dr.PAM I MSN I APPROLED • ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 JOB 1-145z r�( We'` e -r SHEET NO. OF CALCULATED BY j DATE CHECKED BY I0 DATE /A/ . . S:y'PE' WA,E'C* 0NGr E 1L z�s�-ib� Inje selection: Standard r' Size Hilti HIT C 50 O M B Ole 0 M10 _ OO MM 12 Hilti HIT° -C 50 for thread version of— Setting details: Injection Hole dia. Hole depth Max. tight. no. Mortar vol. mm mm torque Nm ilti HIT C 50 Internal thread version \\ S d C, M8 HIT -IG M8 77485/1 1 H 13 80 7.5 C MIO HIT -IG M 10 77486/9 2-H-- 18 8012.5 O M 12 HIT -IG M 12 77487/7 2 H 18 80 15.0 Hilts Injection System Hilti Hrr(I-C 100 for concrete t Open time Curing time - 5°C 45 Min. 6 h 0°C o Hi1ti RITC 100 External thread version + 5°C 12 Min. 1.5 h +20°C t Standard M8 HAS M 8x110 66001/9 1 H 9 90 15 15 Min. M10 HAS M10x130 66002/7 2H 11 90 30 OO M12 HAS M 12x160 66003/5 3H 13 110 50 OO M16 HAS M 16x190 66004/3 5 H 17 125 90 OO M20 HAS M 20x240 67084/4 10H 22 170 120 o Hilti HI -C 100 Internal thread version Standard © M8 HIT -IG M8 77485/1 1 H 13 80 15 @M10 HIT -IG M 10 77486/9 2H 18 80 25 O M12 HIT -IG M 12 77487/7 2 H 18 80 30 2*224, Awe r. Hilts HR -C 50 Cartridge Hole temp. Open time Curing time - 5°C not tested 0°C not tested 51C 30 Min. 4 h +309C +40°C HIM HIT -0100 Cartridge Hole temp. Open time Curing time - 5°C 45 Min. 6 h 0°C 25 Min. 3 h + 5°C 12 Min. 1.5 h +20°C 4 Min. 45 Min. +30°C 3 Min. 25 Min. +40°C 2 Min. 15 Min. Technical alterations reserved! CERTIFICATE OF COMPLIANCE:.RESIDENTIAL Page 1 CF -1R Project Title Don bahimeier Date 02/25/94 Project,,Address..,...... Spanish Drive ------- -- --------- Chico, California Documentation Author... ROBERT HEATON ; Building Permit # ; Company ................. Robert Heaton Architect ; X07V 'AC`L Telephone.........:..... (916) 343-8038 ; Plan Check / Date ; Compliance Method..:..: MICROPAS4 by Enercomp, Inc. ; Field Check/ Date Climate.Zone......... .. 11 --------------------- MICROPAS4 x4.01 File-DAHLMEIR Wth-CTZ11S92 Program -FORM CF -1R User#-MPO400 User -Robert Heaton Architect Run -HOUSE ; GENERAL INFORMATION Conditioned Floor Area..... 2300 6f Building -Type..: ........... Single Family Detached Construction Type ......... New Building'Front Orientation. Front Facing 180 deg (S) Number .-of, 'Dwellring Units ... 1 Number'of Stories.......... 1 F1o6r'Construction Type.... Raised Floor (Package E) Component Type ------------- Wall Roof ,Roof' Door; Floor -Ext BUILDING SHELL INSULATION Insulation Assembly R=value U -Value Location/Comments R-25 0.046 R-38 0.025 Attic 9-49 0.019 Attic R-0 0.330 Solid Wood R-19 0.048 i Area U- Orientaiion '(9f) Value _ Window ' Front (S)': +84.0 0 870 Window Front (S). 24.0 0.600 Wind 6-4, Left (NW). 24.0 fO.870 Window Back (NB): 24.0'0.870 Window Front (S)' 21-.0 0.720 Window Left (W) 32.5 '0.870 Door" Back (N) . 132.0! 0.770 Window Back (N)'.' '' 85.5 0.720 Window `' Back (N) 47.0 0.870 Window., Right (E) 52.5 0.870 FENESTRATION ------------ # of Interior Panes Shading 2 Drapes.Std 2 None 2 Drapes.Std 2 Drapes .'Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes .'Std 2 Drapes.Std 2 Drapes.Std �'\301` J� 'V 0\4 Over - Exterior hang/ Framing Shading Fins Type None Yes Metal None Yes None None Yes Metal None Yes Metal None Yes Metal None Yes �,� Metal None Y s Metal None s Metal None ��1Meta1 N��� Cp PA P Metal G OE �'\301` J� 'V 0\4 CERTIFICATE OFi COMPLIANC$.t 'RESIDENTIAL Page 2 CF -1R ProjectiFTitle r.=====DonfDahlmeierDate02/25/94 MlCROPAS4+v4.01 'Fife=DA1HL_MEIR Wth-CTZ11S92 Program -FORM CF -1R User#-MP0400+ User -Robert Heaton Architect Run -HOUSE f { THERMAL MASS ------------ Area Thickness 'Type Exposed (of) (in) Location/Comments -`------------------- --------------- ----------------------- InteriorVert Yes 48 4.0 Liv. Rm. fireplace InteriorH6rz Yes 115 1.0 Tile floors & tops •;InteriorVert Yes 174 1.0 Tile walls HVAC SYSTEMS ------------ + Minimum Duct Duct Thermostat Equipment Type -Efficiency Location R -value Type Furnace 0.900 AFUE Crawlspace R-4 2 Setback ACSplit 12.50 SEER Crawlspace R-4.2 Setback 11 E• WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tails Type Heater Type Distribution Type System Factor (gal) R -value _ , ---- ----------- ------------------ -------------- ---------------- ir4eater IS Heater to meet minimum CEC Standards All SPECIAL FEATURES/REMARKS ------------------------ '�t e •a !� y a t � i. y •' 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ---------------- .Project Title.......... Don Dahlmeier Date......'.. 02/25/94 MICROPAS4 v4.01 File-DAHLMEIR Wth-CTZ11S92 Program -FORM CF -1R User#-MP0400 User -Robert Heaton Architect Run-HOUSE ---------------=----------------------------------------------------------=---- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance.. specifications needed to comply with Title -24, Parts 1 and..6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Robert B. Heaton Company. Architect Address. 2044 Palm Avenue Chico; CA 95926 Phone... (916)343-8038 License. - 192 Signed. .3/f q9 - (date) Name.... Title. Agency. . Phone..: Signed.. ENFORCEMENT AGENCY (date) DOCUMENTATION AUTHOR Name.... ROBERT HEATON, Company. Robert Heaton Architect Address. 2044 Palm ave. Chico,, California 95926- Phone... 5926Phone... (916) 343-8038 ti *A ®.,.�. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R minimum R-8 in concrete raised floors. Project Title . Don Dahlmeier - Date .. '.'. 02/24/94 ..than 0.3%, water vapor transmission rate no greater than 2.0 Project Address........ Spanish Drive --------------------- 118: Insulation specified or installed meets CEC quality Chico, California 116-17: Fenestration Products, Exterior Doors and Infiltration/ Documentation Author... ROBERT HEATON ; Building Permit # a. Doors and windows between conditioned and unconditioned Company ................ Robert Heaton Architect b. Manufactured fenestration products have label with Telephone .............. (916) 343-8038 ; Plan Check / Date c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g):- Vapor barriers mandatory in Climate Zones 14 and 16 Compliance Method...... MICROPAS4 by Enercomp, Inc. ! Field Check/ Date ! Climate Zone........... 11 --------------------- 150(e): Installation of Fireplaces, Decorative Gas Appliances MICROPAS4 v4.01 File-DAHLMEIR Wth-CTZ11S92 Program -FORM MF -1R ; User#-MP0400 ------------ =------------------------------------------------ User -Robert Heaton Architect Run -HOUSE ------ ------------ Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. /4-11q dmB 150(b): Loose fill insulation manufacturers labeled R -Value. N/,a *150(c): Minimum R-13 wall insulation in framed walls 64rrs (does not apply to exterior mass walls). g.z.1- *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. A -Ig _ 150(i): Slab edge insulation - water absorption rate no greater ..than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 0,1A _ 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g):- Vapor barriers mandatory in Climate Zones 14 and 16 only. AJIA. _ 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. 5aT2 _ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Don Dahlmeier Date........ 02/24/94 MICROPAS4 v4.01 File-DAHLMEIR Wth-CTZ11S92 Program -FORM MF -1R ; User#-MP0400 User -Robert Heaton Architect Run -HOUSE ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. Ole- _ 150(i): Setback thermostat on all applicable heating systems. 0-9 _ 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. StfT 2 _ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 2 _ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. tilA 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). S#7 2 _ LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Don Dahlmeier Date........ 02/25/94 .Project Address........ Spanish Drive --------------------- Chico, California Documentation Author... ROBERT HEATON ; Building Permit # Company................. Robert Heaton Architect Telephone .............. (916) 343-8038 ; Plan Check -/ Date Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date Climate Zone......:.:.. 11 --------------------- MICROPAS4.v4.01 File-DAHLMEIR Wth-CTZ11S92 Program -FORM C -2R ; { User#-MP0400 User -Robert Heaton Architect Run -HOUSE ; ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS4 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _---------- Design Design ---------- Margin = ---------- _ ----------------------- - Space Heating.......... 16.63 17.36 -0.73 = - Space Cooling.......... 13.75 9.57 4.18 = - Water Heating.......... 10.94 10.94 0.00 = = Total 41.32 37.87 3.45 = _ *** Building complies ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building'Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 2300 sf Single Family Detached New Front Facing 180 deg (S) 1 1 FullYear Raised Floor 1 24300 cf 2300 sf 0 sf 0 sf 22.9 % of FA 10.6 ft (Package E) COMPUTER METHOD SUMMARY Page 2 C -2R Project Title Don Dahlmeier Date......... 02/25/94 MICROPAS4 v4.01 File-DAHLMEIR Wth-CTZ11S92 Program -FORM C -2R . User#-MP0400 User -Robert Heaton Architect Run-HOUSE ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION HOUSE 1 Wall 2 Wall 3 Wall 4 .Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Wall 13 Wall 14 Wall 15 Wall 16 Wall 17 Wall 18 Wall 19 Wall 20 Wall 21 Wall 22 Wall 23 Roof 24 Roof 25 Door. 26 Door 27 F1oorExt 34 0.046 R-25 180 90 Yes W.25.2X6.16 132 0.046 R-25 180 90 Yes W.25.2X6.16 16 Floor R-25 # of 90 Vent Special W.25.2X6.16 Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type -------------- (sf) --------- (cf) --------- Units itioned ------------ Type ------------ (ft) (sf) ------ --------- HOUSE Yes W.25.2X6.16 28 0.046'R-25 Metal Residence 2300 24300 1.00 Yes Setback 8.0 n/a R-25 180 OPAQUE SURFACES Yes W.25.2X6.16 117 Area --------------- U- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val ----- ----- Azm Tilt Gains --- ---- ----- Reference ------------ Comments ---------------- HOUSE 1 Wall 2 Wall 3 Wall 4 .Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Wall 13 Wall 14 Wall 15 Wall 16 Wall 17 Wall 18 Wall 19 Wall 20 Wall 21 Wall 22 Wall 23 Roof 24 Roof 25 Door. 26 Door 27 F1oorExt 34 0.046 R-25 180 90 Yes W.25.2X6.16 132 0.046 R-25 180 90 Yes W.25.2X6.16 16 0.046 R-25 315 90 Yes W.25.2X6.16 29 0.046 R-25 180 90 Yes W.25.2X6.16 16 0.046 R-25 45 90 Yes W.25.2X6.16 28 0.046'R-25 Metal 180 90 Yes W.25.2X6.16 219 0.046 R-25 180 90 Yes W.25.2X6.16 117 0.046 R-25 180 90 Yes W.25.2X6.16 16 0.046 R-25 270 90 Yes W.25.2X6.16 64 0.046 R-25 270 90 Yes W.25.2X6.16 237 0.046 R-25 270 90 Yes W.25.2X6.16 77 0.046 R-25 270 90 No W.25.2X6.16 108 0.046 R-25 270 90 Yes W.25.2X6.16 104 0.046 R-25 0 90 Yes W.25.2X6.16 145 0.046 R-25 0 90 Yes W.25.2X6.16 229 0.046 R-25 0 90 Yes W.25.2X6.16 48 0.046 R-25 0 90 Yes W.25.2X6.16 60 0.046 R-25 90 90 Yes W.25.2X6.16 66 0.046 R-25 90 90 No W.25.2X6.16 86 0.046 R-25 90 90 Yes W.25.2X6.16 42 0.046 R-25 90 90 Yes W.25.2X6.16 86 0.046 R-25 90 90 Yes W.25.2X6.16 1768 0.025 R-38 0 0 Yes R.38.2X4.24 532 0.019 R-49 0 0 Yes R.49.2X4.24 40 0.330 R-0 180 90 Yes None 20 0.330 R-0 90 90 Yes None 2300 0.048 R-19 0 0 No FX.19.2X8.16 FENESTRATION SURFACES --------------------- SC U- Act Glass value Azm Tilt Only ----- --- ---- ----- Attic Attic Solid Wood Solid Wood SC Interior Int Shade Shade Description ----- ------------ 0.87 Area # of Frame Open Surface (sf) Panes Type Type ----------- HOUSE ----- ----- -------- ------ 1 Window 14.0 2 Metal Slider .2 Window 20.0 2 Metal Slider 3 Window 12.0 2 None Fixed 4 Window 24.0 2 Metal Slider SC U- Act Glass value Azm Tilt Only ----- --- ---- ----- Attic Attic Solid Wood Solid Wood SC Interior Int Shade Shade Description ----- ------------ 0.87 180 90 0.88' 0 .'78 'Drapes . Std 0.87 180 90 0.88 0.78 Drapes.Std 0.60 180 90 0.88 1.00 None' 0.87 315 90 0.88 0.78 Diapes":.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title Don Dahlmeier Date 02/25/94 ________ ''MICROPAS4 v4.01 File-DAHLMEIR Wth-CTZ11S92 Program -FORM C -2R „ 44 User#-MP0400 User -Robert Heaton Architect Run -HOUSE ,t ------------------------------------------------------------------------------- FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- SC SC Interior Area # of Frame Open U- Act Glass Int Shade Surface (sf) Panes Type Type value Azm Tilt Only Shade Description ----------- 5 Window ----- 35.0 ----- 2 -------- Metal ------ Slider ----- 0.87 --- 180 ---- 90 ----- 0.88 ----- 0.78 ------------ Drapes.Std 6 Window 24.0 2 Metal Slider 0.87 45 90 0.88 0.78 Drapes.Std 7 Window 12.0 2 None Fixed 0.60 180 90 0.88 1.00 None 8 Window 21.0 2 Metal Fixed 0.72 180 90 0.88 0.78 Drapes.Std 9 Window 15.0 2 Metal Slider 0.87 180 90 0..88 0.78 Drapes.Std 10 Window 10.0 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 11 Window 10.0 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 12 Window 12.5 2 Metal Slider 0.87 270 90 0.88 0.78 Drapes.Std 13 Door 40.0 2 Metal Slider 0.77 0 90 0.88 0.78 Drapes.Std 14 Window 19.5 2 Metal Fixed 0.72 0 90 0.88 0.78 Drapes.Std 15 Window 9.0 2 Metal Fixed 0.72 0 90 0.88 0.78 Drapes.Std 16 Door 40.0 2 Metal Slider 0.77 0 90 0.88 0.78 Drapes.Std 17 Window 28.5 2 Metal Fixed 0.72 0 90 0.88 0.78 Drapes.Std 18 Window 19.5 2 Metal Fixed 0.72 0 90 0.88 0.78 Drapes.Std 19 Window, 9.0 2 Metal Fixed 0.72 0 90 0.88 0.78 Drapes.Std 20 Door 52.0 2 Metal Slider 0.77 0 90 0.88 0.78 Drapes.Std 21 Window 9.0 2 Metal Slider 0.87 0 90 0.88 0.78 Drapes.Std 22 Window 9.0 2 Metal Slider 0.87 0 90 0.88 0.78 Diapes.Std 23 Window 9.0 2 Metal Slider 0.87 0 90 0.88 0.78 Drapes.Std 24 Window 20.0 2 Metal Slider 0.87 0 90 0.88 0.78 Drapes.Std 25 Window 12.5 2 Metal Slider 0.87 90 90 0.88 0.78 Drapes.Std 26 Window 20.0 2 Metal Slider 0.87 90 90 0.88 0.78 Drapes.Std 27 Window 20.0 2 Metal Slider 0.87 90 90 0.88 .0.78 Drapes.Std OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1'Window 14.0 3.5 4.0 2.5 0 16.0 2.0 1.0 11.5 1.5 n/a n/a n/a 2'Window 20.0 5.0 4.0 2.5 0 16.0 2.0 n/a n/a n/a n/a n/a­ n/a 3 Window 12.0 3.0 4.0 2.5 0 1.0 18.0 1.0 2.0 1.5 n/a n/a n/a 4 Window 24.0 5.0 4.75 2.5 0 3.0 3.0 n/a n/a n/a n/a n/a n/a 5 Window 35.0 5.0 7.0 2.5 0 3.0 3.0 n/a n/a n/a n/a n/a n/a 6 Window 24.0 5.0 4.75 2.5 0 3.0 3.0 n/a n/a n/a n/a n/a n/a 7 Window 12.0 4.0 3.0 2.5 0 1.5 .5 n/a n/a n/a .5 2.0 1.5 8 Window 21.0 3.5 6.0 10.0 2.5 6.0 6.0 6.0 8.0 2.5 6.0 8.0 2.5 9 Window 15.0 5.0 3.0 2.5 0 2.0 12.0 n/a n/a n/a n/a n/a n/a 12 Window 12.5 5.0 2.5 4.0 2.5 4.0 .5 n/a n/a n/a .5 2.5 12.0 13 Door 40.0 6.7 6.0 2.5 1.0 2.0 6.5 2.0 5.0 12.0 n/a n/a n/a 14 Window 19.5 6.5 3.0 2.0 6.0 17.0 7.0 n/a n/a n/a n/a n/a n/a 15 Window 9.0 3.0 3.0 2.0 3.0 17.0 7.0 n/a n/a n/a n/a n/a n/a 16 Door 40.0 6.7 6.0 2.0 8.0 11.0 11.0 n/a n/a n/a n/a n/a n/a 17 Window 28.5 5.0 6.0 2.0 8.0 11.0 11.0 n/a n/a n/a n/a n/a n/a 18 Window 19.5 6.5 3.0 2.0 6.0 7.0 17.0 n/a n/a n/a n/a n/a n/a, 19 Window 9.0 3.0 3.0 2.0 3.0 7.0 17.0 n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Don Dahlmeier Date........ 02/25/94 MICROPAS4 v4.01 File-DAHLMEIR Wth-CTZ11S92 Program -FORM C -2R ; User#-MP0400 User -Robert Heaton Architect Run -HOUSE ; ------------------------------------------------------------------------------- Surface 20 Door 21 Window 22 Window 23 Window 24 Window 25 Window 26 Window 27 Window OVERHANGS AND SIDE FINS ----------------------- ---Window-- ------Overhang----- ---Left Fin --- Area 6.0 4.0 n/a THERMAL MASS Left Rght Thick Heat ------------ Conduct- (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght -=--- 52.0 ----- 6.7 ----- 8.0 ---- 2.5 ---- 0 ---- 30.5 ---- 4.0 ---- n/a ---- n/a ---- n/a 9.0 3.5 2.7 2.5 0 24.5 15.5 n/a n/a n/a 9.0 3.5 2.7 2.5 0 21.5 18.5 n/a n/a n/a 9.0 3.5 2.7 2.5 0 19.0 21.5 n/a n/a n/a 20.0 5.0 4.0 2.5 0 2.0 36.5 n/a n/a n/a 12.5 5.0 2.5 4.0 2.5 2.0 4.0 2.0 41.0 1.5 20.0 1.0 4.0 2.0 1.5 n/a n/a n/a n/a n/a 20.0 6.8 6.0 2.0 1.5 n/a n/a n/a n/a n/a System Type ---------------- HOUSE Furnace ACSplit ---Right Fin -- Ext Dpth Hght 4.0 6.0 4.0 n/a THERMAL MASS R -value ---------- Area Thick Heat ------------ Conduct- Surface Mass Type --------------- (sf) ------ (in) ----- Cap ----- ivity -------- R -value -------- HOUSE n/a n/a n/a n/a n/a 1 InteriorVert 48 4.0 21.0 0.59 R-0.0 2 InteriorHorz 115 1.0 24.0 0.67 R-0.0 3 InteriorVert 174 1.0 24.0 0.67 R-0.0 System Type ---------------- HOUSE Furnace ACSplit ---Right Fin -- Ext Dpth Hght 4.0 6.0 4.0 n/a n/a..._n/a R -value ---------- n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a Location/Comments ------------------ Rm. fireplace Tile floors & tops Tile walls HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency ------------ ------------- ------- ---------- 0.900 AFUE Crawlspace R-4.2 0.830 12.50 SEER Crawlspace R-4.2 0.860 WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ Tank External Size Insulation (gal) ------ R -value ---------- HVAC SIZING.,­.*,Page 1 HVAC Project Title.......... Don Dahlmeier Date........ 02/25/94 Project Address........ Spanish Drive --------------------- Chico, California .Documentation Author... ROBERT HEATON ; Building Permit # ; Company ................ Robert Heaton Architect Telephone .............. (916) 343-8038 ; Plan Check / Date:', Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date ; Climate Zone........... 11 -------------------- MICROPAS4 v4.01 File-DAHLMEIR Wth-CTZ11S92 Program-HVAC SIZING ; User#-MP0400 User -Robert Heaton Architect Run-HOUSE ; ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2300 sf Volume ..................... 24300 cf Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used ...... 'No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors When selecting the HVAC equipment: Heating Cooling Description (Btuh) (Btuh) --------------------------------- Opaque Conduction and Solar...... ----------- 11801 ----------- 6293 Glazing Conduction ............... 18163 10138 Glazing Solar .................... n/a 12783 Infiltration ..................... 15366 5049 Internal Gain .................... n/a 2550 Ducts ............................ 4533 1841 Sensible Load .................... 49864 38654 Latent Load ...................... n/a 7731 Minimum Total Load ----------- 49864 ----------- 46385 - Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors When selecting the HVAC equipment: ROBERTS. HEATON, ARCHITECT �. 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 943$036 JOB SHEET NO. OF ALO CALCULATED BY DATE CHECKED BY GATE • N00@l rya C -in Ov We lid,I 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS - � m . P �- .t N t �..�-....t..:.,_.:.....,_ .....-..,..1..�....�....,�.4 ,..�4,.�_.._....-...«._.�-� '....�,._..{i,... .. �"""`•"""+'�"__ �� t '-"`"�:... .tea..... � � _... _..�...�....-..r._�.�..-_____ .. ..._,�-.'ti.-•.,.,�.._ N 3 1-��✓ IL (�I f vw U, W W N � OO s Na} I ' Ani �� —f�L- 4•q3�� v✓1 xIq A4tf 1 a '1-3U&I % f/c 4 jo 0 ILL i 1 . t P1/gJ`dC(l ± S�c�•�, IlN� 1� 'Io@ �; �`* /+ '�Iht, (z�(c hol (2c ?�ti t, W W W N N N ca0 AAA 04nV4 L 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS V2. � a w J CID u � I �1 N tv N � W ^N G ri -P 22-141 50 SHEETS 22-142 100 SHEETS AMPAD 22-144 200 SHEETS ( w J - J s (� Ulf � S d` • C� v� O 22-14-1:'.: 50 SHEETS 22=142`: 00 SHEETS ""voo 22=144''200 SHEETS ri c.J Ui OQ c1� N Lq 1_ cl r; iN 22-141 50 SHEETS 22-142 100 SHEETS A-0 22-144 200 SHEETS CAtA 73 IL -(' . N � n �n E N I N k ------------------------------------------------------------------------ BBV 4-5-92 COLLECTOR FORCES ---------------------- ------------------------------------------------- DESCRIPTION »Line 1 ---------------------------------SUMMARY-------------------------------- V1 > 2.990 RIPS V2 > RIPS LENGTH SUBJECT TO V1 > 40.830 FRET DIAPHRAGM SHEAR DUB TO V1 > .013 KIPS/FT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUB TO V2 > KIPSIFT SHEAR PER FOOT - SHBARWALLS IV) > .242 KIPSIFT <SREARWALL v> SEGMENT W/O WALL OPNG V1 V2 FORCE 4.500 0 4.500 Y .000 16.000 0 16.000 f -.330 G /s 4.500 0 4.500 Y -1.501 12.330 W 12.330 f -1.8�' 5762? 4 3.500 0 3.500 Y .256 ------------------------------------------------------------------------ REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION >>Line 6 -------=-------------------------SUMMARY-------------------------------- V1 > 2.530 RIPS V2 > KIPS LENGTH SUBJECT TO V1 > 41.250 FEET DIAPHRAGM SHEAR DUB TO V1 > .061 KIPSIFT LENGTH SUBJECT TO V2 > FEET DIAPHRAGM SHEAR DUE TO V2 > KIPSIFT SHEAR PER FOOT - SHBARWALLS IV) > .184 KIPSIFT <SHEARWALL v> SBGMBNT W/O WALL OPNG Vi V2 FORCE 24.000 0 24.000 Y .000 13.150 W 13.150 f -1.412 3.500 0 3.500 Y .215 ------------------------------------------------------------------------ REV 4-5-92 COLLECTOR FORCES ------------------------------------------------------------------------ DESCRIPTION ))Line 1 ---------------------------------SUMMARY-------------------------------- V1 > 1.650 KIPS V2 > KIPS LENGTH SUBJECT TO V1 > 19.320 FBBT DIAPHRAGM SHBAR DUB TO V1 > .085 KIPSIFT LENGTH SUBJECT TO V2 > FBBT DIAPHRAGM SHEAR DUB TO V2 > KIPSIFT SHEAR PER FOOT - SHBARWALLS (v) > .261 KIPSIFT (SHEARWALL v) SEGMENT W/O WALL OPRG V1 V2 FORCE 3.160 W 3.160 Y .000 13.000 0 13.000 Y .555 3.160 W 3.160 f -.555 � 2=_ 13 i l 1 E 1 i I S. CONCRET2 8:35 AN ------------------------------------------------------------------------ Bev 9-21-93 Concrete retaining wall 2123194 ------------------------------------------------------------------------ Description »Betainino wall design ------------------------------GENERAL DATA ------------------------------ Wall type > 2 1 :> Supported 2 :> Cantilevered Lateral load type> 2 1 :> Wind/earthquake 2 :> Soil pressure Backfill slope > 0 Horizontal 0 Vertical Soil weight > .110 kcf -------------------------------- LOADING --------------------------------- Wdl minimum > .000 kips/ft Wdl + W11 maximum > .621 kipslft Eouivalent fluid pressure > .030 kcf Slopina backfill surcharae> .000 kcf Total EFP > .030 kcf Surcharae Distance Surcharge P Comment to wall heiaht --------------------------------------------- 2.000 Vehicle 3.000 .505 Uniform lateral load > .000 ksf Earthouakelwind loadina -----------------------ALLOWABLE DESIGN STRESSES------------------------ ---Soil--- Class of materials > 6 (Reference 1991 UBC) Allowable passive Ivert.l > 1.200 ksf Allowable passive (horiz.l) .120 ksf/ft depth ---Concrete--- f'c > 2.500 ksi fy > 40,000 ksi Is > 29000000psi m > 18.824 -------------------------------WALL DATA -------------------------------- Cantilevered wall may use varying thickness seaments Seoment wdl Actual t Actual d Kax. d 1 .000 to 4.000 .300 6.000 3.000 3.500 2 .000 to .000 .000 .000 .000 .000 3 .000 to .000 .000 .000 .000 .000 Seament bxd"2 N Factor Ku Kn As 1 108.000 .441 1.100 .150 .833 .113 2 .000 .000 1.100 .000 .000 .000 3 .000 .000 1.100 .000 .000 .000 a ------==-------------------=Ww•.HBIAFOBCIHG=--------------------------- Segaent 1 . Horia.:As Qin. > ..180 in'2 Vert. As min. > .108 in"2 Calculated is > .113 in'2 Vertical Horizontal 14 at 18 in. o.c. 14 at 13 in. o.c. W at 18 in. o.c. 15 at 18 in. o.c. 16 at 18 in. o.c. 16 at 18 in. o.c. 11 at 18 in. o.c. 17 at 18 in. o.c. 18 at 18 in. o.c. 18 at 18 in. o.c. Segment 2 Horia.'As min. > .000 in"2 Vert. As min. > :000 in"2 Calculated As > .000 in"2 Vertical Horizontal 14 at 0 in. o.c. 14 at 0 in. o.c. 15 at 0 in. o.c. 15 at 0 in. o.c. .16. at 0 in. o.c. 16 it 0 in. o.c. 17 at 0 in. o.c. 11 at 0 in. o.c. 18 at 0 in. o.c. 18 at 0 in. o.c. Se0ent 3 Horia. As min. > .000 in"2 Vert. As Din. > .000 in"2 Calculated As > .000 in"2 Vertical Horizontal 14 at 0 in. o.c. 14 at 0 in. o.c. 15 at 0 in. o.c. 15 at 0 in. o.c. 16 at 0 in. o.c. 16 at 0 in. o.c. Mat 0 in. o.c. 17 at 0 in. o.c. 18 at 0 in. o.c. 18 at 0 in. o.c. ----------------------------"FOOTING DATA ------------------------------ Toe length > 1.000 feet Safety factor > 2.435 Heel lenctb > 1110 feet Soil pressure > 1.114 Kinimua footing length > .000 feet Actual footing length Ib) > 2.670 feet FootiWdepth > 12.000 inches =-----= ---------------- OVBRTOHAIAG AND SOIL PRISSURB --------------------- Consider ftd depth for cross OTK and sliding ? (TIN) > Y Oveitutnina moment (OTK) > .811 ft -kips K Are Mont Rdl.min. .000 kips 1.250 feet .000 ft -kips VdI411 .621 kips 1.150 feet .116 ft -kips Seament 1 .300 kips 1.250 feet .315 ft -kips Sment 2 .000 kips 1.250 feet 1000 ft -kips Segment 3 .000 kips 1.250 feet .000 ft -kips Soil .515 kips 1.085 feet 1.073 ft -tips Ftg .401 kips 1.335 feet .535 ft -kips ------------------------------------------------------------------------ EMdI min) 1.215 kips EKG sin) 1.983 ft -kips Udl+All> 1.836 kips EKd141b 2.759 ft -kips OVRRTDRBING:ABD SOIL PBBSSOBB CORT; --------------- IM! min./OTK > 2.435 > IS (OK> BccentricitP lel > .216 feet- 412=41K-OTKIEWI> L16 > ,.445 feet• L' > 3.111 -feet <3AL/2-e> Resultant within middle third of footina Kahmus soil Pressure i' 1.114 ksf (lVtl/A + 6*Ktl*elA'2) Kiniki soil Pressure > ..161 ksf =-----=---=-----------------86BLIY08 DBSIGB-=--------------------------- ---Reel desion--- BeeP l4n4+W, > 1.170 'feet" N >. .301 ft-kibs d > 8.000 inches As din'. > .028 in"! Kat 48 in. D.C. i5 at 48 in. o.d. 16 'at 48 in. D.C. 11 at 48 in. D.C. 18 at 48 in. D.C. ---toe desian--- Toe Ienath > 1.000 feet Kaa.ioil Pressure > 1.114 ksf Soil Pressure at face of wall. > .763 ksf K sai at face of wall > .499 ft -kips d > 8.000 inches Asp ein, > .041 in"2 ` ;14. at 48 in. o.c. 15 at 48 in. D.C. `161at 48 in. D.C.- in. D.C. :18 -at 4S in. o.c. --------- LONGITUDINAL FOOTING RBINFORCRKBNT ------------------- As ®in > .169 in"2 '4 � i4 Dara 3 15 bais ;2 16 bars 2 17 bars 1 - 18 bars ---------------- -------------- LATBFAL SLIDIRG------------------=- ------ Rt > .000 kips/ft Rb > :451 kips/ft Lateral sliding coeff. > .:000 .000 kips/ft Lateral sliding resistance) .130 .347 kips/ft ,Allowable passiye.Dressure > .120 ksf/ft depth Lateral .oassive bressnre Provided > .060 kips/ft Motinc only> let resistance Provided > .407 kips/ft (Footino only> Factor of safety > .903 NO GOOD! Concrete slab at base of 0911 ? > R Thickness > .000 inches Width of slab > .060 feet Resistance provided by slab > .000 kips/ft Total resistance > .407 kips/ft Shear key must. Provide > .269 kips lateral resistance Rouivalent debth,of shear key > 4.138 feet (Maximum 151) Allowable passive 'otessure > .497 ksf (at base of key) Allowable Passive Pressure > .567 ksf (at bottom of kev> Sbear'key required depth > 7.000 inches Shear key moment > .092 ft -kips Shear key thickness > 8.000 inches d ) 1.000 inches As min. > .017 in"2 14 at 48 in. ox, 15 at 48 in. o.c. 16 at 48 in. O.C. 17 at 48 in. o.c. 18 at 48 in. o.c. ------------------------------------------------------------------------ N N N WW W W W xxx N N N 000 N O O N P. 04 aae► C94 04 C4 e4 eel 0