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94-1381BPEM Ir`U� Jrov-uv,� MILLER, DALE [$0.'7( WOODLAND PARK DR., FOREST RANCH CONT: SUPERIOR CONS NEW SINGLE FAMILY i� 117 I �M� yr ESIDENTIAL 94-1381BPEM rr3 $1�=Q9Sort MILLER, DALE CS(a - 0 40-007 115©"7I WOODLAND PARK DR., FOREST RANCH i CONT: SUPERIOR CONST. NEW SINGLE FAMILY I . ={ %o 1fv-�/i��t forte y 7�e OFFICE COY GAS Meter By ELECTRIC ate - Meter By C R JOB FINALED ( e Signature J=OK O=Not 014, , NApplic ot Refdbyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location -Clea rences-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Well Clearance & Disconnect " 8. Utility Clearance Date Card B-1 Date Card'B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'ss 1. Zoning Requirements-Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/0 to Grade-HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I i MISCELLANEOUS Date `DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements - + 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 MISCELLANEOUS Date `DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements - + 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK =Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date UN RFLOOR (Plans) OK except N's Date FRAMING 1.—in g -Setbacks -Easements -Flood -Slope /^ Main; Soils -Elea d - Grn"'tg. Depth Ftg., Garage; Soils-Steel-Elec. rnd.-/ J" 2g. Depth g., Porches & Decks; Soil s -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Blo kouts-Wrapped 6. Stemwalls, Garage; St Blockouts-Wrapped Hold Downs and ecial Anchors 7. S b; Steel- ped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test &--1 2. Electric; Underground / 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date f -3to and B-1 �,J Date Card B-1 Date t Card B-1 Date Card B-1 Date E�WMBING (Permit),OK except #'s W -16.r Htr.: Vent -Access -Combustion Air -Baffler Pipe: Test & Anchor -Nail Protection V.: Test -Fittings & Anchor -Nail Protection---- er Pan: Test. First Floor_Tub AccessTub & Shower, Second Floor -Tub Access -- ---------------------------------------- 21. Gas Pipe: Size & Anchors ---------- ------------------------------------------ ----------------- Date _ _ _Card _B-1 -- Date - Card B-1 Date — Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except N's 22. Fixtu e & Transformer Clearance -Ins. Protection --------------- --------------------- 2 - - - - Elec. Receptacles Spacing -Lights & Switches at Doors ----- --- - 2 Size Boxes & No. of Conductors -Stapled --------------- - -- ---------------------------- ----------- -------------- ed os mex Instad Cle to Edge of Studs & C.J. ---- - 2 Ground made up w/Meth. Fastners-Bond Gas & Water -- -- --- _. 2 Bance Circuts m Kitchen & Conductor Size/GFI -------------- - - - - - ---------------- Subfeed Wire Sizer i ga Cu or AI-A.C. Wire Size Z-Y'ga. Cu or At jf 29. Range In Circ ! ga Cu or AI -Oven Circ. /{e! ga. Cu or AI. ulat❑ ed Neutral Yes ffC]]] No Se vice -Riser Conductors & Ground -Main Disconnect -- - - -ip Clearances Panels- ----- _Meth Equip - -- - -- Clothes Closet Light Shower Light Spa Light -------------------------------------------------------- 00 - Fj -- - Z,y 3 oke Detector - ---------------------------- ------------------------------------------------- Date Card B-1 Date Card B-1 --------------- ------ ------------ ------- ------------------ ---------- ------------ Date Card B-1 Date Card B-1 Date MEC H CAL (Permit) OK except P's A.C. Ducts Insulation & Support ----------- 35. ent Fan: Exhaust above insulation - -- -:-xhaustab veins---------------------------------- den�ate Drain & Overflow: Size & Grade --------------------------------- ----- - -- ------- --------------- ---------------------- F i ante -Vent: Access -Comb. Air -Return Air Vent -115 outlet ----- - -- -- -------------------------------------------------- c Access &Platform if Furnance in Attic --------------------------------------------------------------------------- ------------------------------------ ------------------------------------------- Date Card B_1 - Date Card B_1 Date Card B-1 Date Card B-1 Date F ING (Plans) OK except a's 9. is. Proper Material & Anchors _ Is Studs -Nailing Spacing & Bracing -Plates -Sound - - -- - - - ------------------------- ---- ----- -- - ---- -- ----- B aring Walls over Girders & Floor Nailing ------------- - ----------------- nea--d-ers-&-Beam-Size Stop in Walls (rat proof) ------------ ---------- .tops Furred Ceilings -Stairs -Chases -Tub ---------------------------- &Bearing ang s -Post Caps -Anchors -Connectors _ . Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. FiFirreeplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -- - 4��drm. Windows or Exiting Doors -Sill Hgt. & Dimensions -- --50. Cage Fire Protection Framing - - — P9Perty Line Firewall & Openings - Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits -- -_ _ idlh-Headroom -Rise-Run-Landing-Fire Protection plyd on Roof Overhang -Attic Vents -Rafter Outriggers ng -Nailing Veneer (o cco Mesh -[;rip Screed -Fd. Vents-Underflr. Access la ng Area -Glass Protection - ear Walls: Nailing -Bolts tion -Walls -Ceilings ry 60. Infiltration-Walls-Windows ------------------'-�,�� ,�p��� ---------------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN (PI ns) OK except ft's E St ps-Door &Sidelight Protection -Landings S e Detector ----------------- -------- 68"Furnace: Vents -Clearance -Comb. Air -Connector - I %Garage: Above Floor -Ducts -Meth. Protection ------------------- ------------- om Exiting - ---- 6 F & Bath Fixtures & Tub Access -Spa - -6 I Tnm & Subpanel: Breaker Sizes & Labels --- ----- -- Rails ------- Fireplace or Stove: Clearances -Hearth lec. Outlets at Wood Panel; Int. & Ext. 7 t.Fixt.<& Appliance; Grnd.-Air Gap -Cooking Clearance -------. 71 Outlets &Receptacles at Kit. Counter - �_ ar a Fire Door: Swing -Landing -Closer 7. W ct in Garage -Damper Vents -Clearance -Comb Air-Connector-P.R.V. In age: Above Floor -Meth. Protection ----- -- 7 PfltyElec. & Mech. Equip. Listed for Location '�76�EI .Receptacles in Garage: (G.F.I.)-Romex Protection a ion -Foam -Looked in Attic ❑ Yes &Deck Construction -Post Caps 7 'n. Vents & Crawl Hole Door -Drainage & Wood -Earth Cjparhrice Looked under Floor ElYes 8 Following instld. Drives ❑ No; WalksYeo; Pla rs ❑Yes 0- No' } tut- -Brown-Finish---------- ------------- -- 8 _ C.:Disconnect. Electrical, Plumbing 8 nts Above Roof: Plbg.-Appliance-Fireplace.-Clearance to r Well; Disconnect, Electrical, Plumbing - 8�xte for c. Trim: G.F.I Receptacle -Underground — - - SS�Se ion Throughout House : a ass otection --- ---------------- Mr_e_ctions from Previous Inspections G est -Meters Tagged; Gas -Electric__ Water & Sewer Connected -C/O to Grade -HD Approval 9 nergy Compliance Certif'ate-Other Certificates - ---J-,n(- -- - --I ---- Date t and B 1 Date _ _Card B-1- — -- - Q� -- - --- Date ' Card B-1 Date Card B-1 ------------------------------ - ----------- Date -------------------------------------Date Card B-1 Date Card B-1 Comments at Final: J COUNTY OF BUTTE - DEPARTMENT OF EVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Calif nia 95965 -Telephone (916) 538-7541 PERNT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 56-040-0019� ZONING PUD BUILDING PERMIT OWNER G DALE MILLER ' 8 b 3 TELEPHONE 891-1733 SQ. FT. OCC. BUILDING VALUATION 2880 R 155,520.00 OWNER'S MAILING ADDRESS 1,19 WEST ELEVENTH AVE CHICO 1070 M 19,260.00 CONTRALTO R'SNAME MARK GAEATH/SUPERIOR CONST. TELEPHE 894.5849 415 C 5,395.00 CONTRACTOR'S MAILING ADDRESS HOLLAND AVE DURHAM Fireplace 1 A 3,000.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 183,175.00 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 933.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 606.75 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS c �(J PERMIT FEE $ 1583.25 FOREST RANCH PLUMBING PERMIT Filing Fee 20.00 Each Trap 13 7.00 91.00 Solar or heat pump water heater 23.00 Water piping 15,00 15.00 LOT NO. SUBDIVISION'S NAME FOURTEEN MILE HOUSE PARCEL MAP Each gas water heater or vent 15.00 15.00 USE OF STRUCTURE SF 1j{Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G I W @20.00 TYPE OF WORK NewXX Addition 1:1Remodel 1:1Utilities ❑ Installation ElOther ElContractor Describe Work: qF 'I RFnROOM PERMIT FEE $ 171.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOV OR LESS 200A OR LESS 23.00 23.00. Main Service 1 200A TO 1000A 46.00 NEW OCCUP. OR ADDNS.T I D LLINBEACCGBLDS. 3.5C so. 138.25 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do ehe work, and the structure is not intended or offered for sale. (Sec 7044) 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. 1 BRANCH CIRCUITS @7.50 1 POWER APPARATUS & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES 1 BAL @ 1.00 Ex. Occup. ( OUTLETS RES D.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ 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 lertificate of Consent to Self -insure. I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 91 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 liabilities, judgments, costs, and expenses which may in any way accrue against said Co y in consequence of the granting of this permit. X \ �, Date 1 I. -q Signature of Applicant -)D 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 $ ' occC R3 ONST. TYPE VN TOTAL FEE $ 2072.50 HAZ. -- D. FEES IMP -- 1 110013 -- C131 I X PARCEL PD -- I LIE 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 ate 0 41 PERMIT EXPIRES ON / tel Receipt No. 162834 -PLAN REV 709.75// 167253 -1362.75 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 61-275- 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE la e 9z. Y O-J�( 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 16 It( ( J Inspector'�✓q" i 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 A ll m y(1 -13,F1 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-c� tact-thi¢ l office immedia�tely. �! Date Q I '--)-« Inspect REV 10/92 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,'is office immediately. T COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES FF !: 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,'is office immediately. COUNTY OF BUTTE 04W BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (9 16) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PER -19 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. C-��f 7V- 1. Z.- _ j Dater ( / (p/ 7 J 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, Croville, 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. S07 blest- r 7 -cc 76/L Date Inspector REV 10/92 s. 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 OWNER -/31PI 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, contact this office immediately. 73 Slt�� Date J Inspector REV 10/92 i Owper: Permit No. ENERGY •C E R -T I F ICATION 15071 Woodland Park Dr. Forest Ranch CA. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material FIBERGLASS BATTS Thickness(inches) 51,,, CEILING Batt or Blanket TypeFIBERGLASS BATTS Thickness(inches) 12" Loose Fill TypeFTR R , ASS Minimum Thicknesi(Inches) 16"_ Area covered(ft. ) 2636 FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches)_ FOUNDATION WALL Material Thickness(inches) Brand Name Thermal Resistance (R Value)__ Brand Name SCHULLER INT. Thermal Resistance(R Value) R21 _ Brand Name SCHULLER INT. Thermal Resistance(R Value) 738 Brnnd Name SCHULLER INT. Number of Bags 80 Wt. per bag 27 lb. Thermal Resistance(R Value) R38 Brand Name Thermal Resistance(R Value)_ Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value)__ I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. LOERKE INSULATION CO., INC. RM NAME/OW -R SIGNATURE OF. INSTALIJ►,;]�ON APPLICATOR 499150 STATE CONTRACTORS LICENSE NO. October 12, 1995 DATE I hereby certify the above insulation and all required items as ahoWn on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OP GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 ,.WUKTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 'Oro qr Proposed Building Use Building Inspector A�9 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 . ............................................ 6. Energy Design Compliance and supporting documentation . .................. �j� 7. Statement of Intent for Non -Heated and A/C Buildings. . ( , 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... 11. Impact fees as shown on attached schedule. . . 12. California Department of Forestry plan approva fees /.�. 13. Flood elevation letter (100 year flo )by Californ ngineer. ......... ....... . 14. anitation and plot plan approva .o Health Department . ............ City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). .. .. . . 20. Pre -inspection for required. .. o e�,a �9 �spector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ) ............ Q� 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list 33 34. When iu1r sue the permit, process as follows: Mail t owner. Mail to contractor. l/ Telephon and hold for pickup at office. Deliver with inspector. Other Parcel Creation 1°I4 / r� Acreage Applicant-tA/a �J Date-�6 -�I `r< 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 1. Index permit for above items No. _ 2. Additional items required: rcle In Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail ounter by _ Date Plans checked by Date Plans approved by Date _ Sets of plans on hold in File cabinet AP folder Department of Public Works 2 C-9 a -11th -- OWNER COUNTY OF BUTTE — DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE (916) 538-7541 r 0/1 PROPOSED BUILDING USE F 3. A.P. # 3-O10-00/. DATE_*jL?� REC. # DATE REC SCHOOL DISTRICT FEESrC'� (paid at District Office) ......................... SHERIFF FEES (paid at Building Department) Residential...... x P03-3 unit amt. Commercial (sgft) x =$ ,sq.ft. amt. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units amt. Commercial (per sq -ft) x _$ sq.ft. amt. 10 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. . 6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department] 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE .394 08:48 FROM BUTTE CO 196 MEMORIAL TO *5387785 P.02 September 7, 1994; Develo pment Services SEP 121994 Mr. Michael Vieira Omville, Calitomla Chief Building Inspector Butte County Building Department 7 County Center Drive Oroville, California 95965 Dear Mr. Vieira: On May 16, 1994, I submitted plans for a single-family residence to be located-a-t�15071 Woodland Park Drive,,._Forest Ranch, (AP#�63-010-0_Q1s, later changed to AP#� 056-040-0077) .' _All fees were paid. I.was told these plans would" e approved -in t o to three weeks. Since that time, I have called several times a week to inquire if they were approved. Apparently Mr. John Henry, of your office reviewed the' -plans, and when called today commented he, "still could not figure out the trusses." My contractor has supplied all requested information; my engineer has supplied all requeste'd'information; and the truss manufacturer has supplied all requested information. To date, my plans have not been approved and Mr. Henry has not. indicated specifically just what -additional information he needs. It has been almost four months, and the plans for my single-family residence have not been processed to completion. my loan is committed and the contractor is waiting to finish his bid on the approved plans. I would appreciate knowing what information is needed to expeditp this matter. Thank you for your consideration. cc: Mary Ann Houx Supervisor, District #3 P. 0. Box 1087 Chico, CA 95927 Sincerely, 0 ..Ken. M_i..1 i pr {Phone Sqq-8834) 14 Blanqueta Court* Chico, CA 95928 *(new address) o.� ALA Z..4 9C SEP -12-1994 08:48 FROM BUTTE CO 196 MEMORIAL TO *5387785 P.01 <:' - -. SVA MARY ANNE HOUX SUPERVISIOR, THIRD DISTRICT Im MtMUKIAL WAY u ("NIC0. CAUFOHNIA VOW TELEPHONE:'(916) 891-2600 Date: PLEASE DELIVER TO: FAX TRANSMITTAL r Development Services SEPI 1994 Oroville, California J i Name: -f&` V 4 Location Phone # : Pax # _ d —77 O S Number of Pages (including cover sheet): FROM: Name: -44 Location: SubjA�� COMMENTS. a SEP -121994 1 08:48 FROM BUTTE CO 195 MEMORIRL TO Mr. Michael Vieira Chief Building Inspector Butte County Building Department 7 County Center Drive Oroville, California 95965 Dear Mr. Vieira: *5387785 P.02 September 7, 1994 yn: Development Servlcee SEP 121994 Orovllle, Callfomla On May 16, 1994, I submitted plans for a single-family residence to be located at 15071 Woodland Park Drive, Forest Ranch, (,AP# 063-010-001, later changed to AP# 056-040-007). x.11 fees were paid. I was told these plans would be approved in two to three weeks. Since that time, I have called several, times a week to inquire if they were approved. Apparently Mr. John Henry, of your office reviewed the-plans,.and when called today commented he, "still could not figure out the trusses." My contractor has supplied all requested -information; my engineer has supplied all requested information; and the truss manufacturer has supplied all requested information. To date, my plans have not been approved and Mr. Henry has not indicated specifically just what additional information he needs. It has been almost four months, and the plans for my single-family residence have not been processed to completion. My loan is committed and the contractor is waiting to finish his bid on the approved plans. I would appreciate knowing what information is needed to expadito this matter. t_ Thank you for your consideration. cc: Mary Ann Houx Supervisor, District #3 P. 0. Box 1087 Chico, CA 95927 Sincerely, .Ken,• M_i.1 l.Pr .. _. { Phone 899-8834')- 14 )14 Blanqueta Court* Chico, CA 45928 *(new address) Qs° r � PRELIMINARY GEOTECHNICAL INVESTIGATION FOR HUMBOLDT WOODLANDS HIGHWAY 32 SOUTH OF FOREST RANCH ' BUTTE COUNTY, CALIFORNIA BY 1 LRA ENGINEERING 3235 SUNRISE BLVD_, SUITE 5 RANCHO CORDOVA, CALIFORNIA 95742 (916) 631-4455 April 15, 1994 JOB NUMBER 94091 G t s .. RI®R: `�®N$TRRCTI®.N , DESIGN 8<CONSTRUCTION OF' ' < • CUSTOM HOMES & IMPROVEMENTS. rMARK GAETH. (916),894-5849' GENERAL CONTRACTOR • „ y9190 HOLLAND AVE.. - Llc. # 481877 ; , < , DURHAM CA 95938 April 15, 1994 Job Number 94091 G Ray Johnston, Jr. Rolls Anderson and Rolls 965 Fir Street Chico, California 95928 Subject: Humboldt Woodlands Highway 32 at South Forest Ranch Butte County, California Preliminary Geotechnical Investigation Mr. Ray Johnston, Jr.: LRA ENGINEERING 3235 SUNRISE BLVD., SUITE #5 RANCHO CORDOVA, CA 95742 PHONE: 916/631-4455 Per your- request, we are pleased to transmit herewith the resuits of the Preliminary Geotechnical Investigation performed for the proposed subdivision located on Highway 32 at South Forest Ranch, Butte County, California. The report presents the results of our field investigation, laboratory tests, and engineering analysis. The soil and foundation conditions are discussed and recommendations for the soil and foundation engineering aspects of the project are presented. The conclusions and recommendations are based upon applicable standards of our profession at the time this report has been prepared. Our findings indicate that the subject property is suitable for the proposed project provided the recommendations contained in this report are carefully followed. Upon request, our office can provide the necessary observation and materials testing during the construction of this project. See Appendix D. If you have any questions -or require additional information, please contact our office at your convenience. AB:Ikr soils\94091 G Very truly yours, LRA ENGINEERING Ahmad Badie, C. PhD. Vice President Uhn;u Saida Gru[ 11L.162 9417 r Job Number 94091G April 15, 1994 TABLE OF CONTENTS GEOTECHNICAL INVESTIGATION Page INTRODUCTION 1 SCOPE SITE INVESTIGATION 2 Description of Site Soil Conditions Groundwater 3 CONCLUSIONS. 3 RECOMMENDATIONS 4 Earthwork Clearing and Site Preparation Subgrade Preparation . . . . . . . . . . . . . . . . . . . . . . 5 Material for Fill Compaction Trench Backfill Drainage . . . . . . . . . . . 6 Construction During Wet Weather Guide Specifications Foundations Footings Slabs -on -Grade . . . . . . . . . . . . . . . . . . . . . . . . . 7 Lateral Loads . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Construction Observation LIMITATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 Job Number 94091G April 15, 1994 TABLE OF CONTENTS (CONT'D) GEOTECHNICAL INVESTIGATION APPENDIX A GUIDE SPECIFICATION - SITE EARTH WORK General . . . . . . Scope of Work Performance Site and Foundation Conditions . . . . . . . . . . . . . . . . Dust Control Definition of Terms Site Preparation Clearing and Grubbing Page A-1 A-2 A-3 Stripping . . . . . . . . . . . . . . . . . . . . . . . . . . A-4 Excavation Subgrade Preparation General Requirements for Fill Material Placing and Compacting Fill Material . . . . . . . . . . . . . . . . A-5 Trench Backfill Season Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A-6 Treatment After Completion of Earthwork APPENDIX B - FIGURES Plate No. 1 Location Map Plate No. 2 Site Map Plate No. 3-7 Soil Profiles Plate No. 8 Soil Profile Legend Plate No. 9 Soil Classification System APPENDIX C - ADDITIONAL SERVICE �i� Job Number 94091G April 15, 1994 INTRODUCTION LRA ENGINEERING 3235 SUNRISE BLVD., SUITE /15 RANCHO CORDOVA, CA 95%42 PHONE: 9161631-4455 PRELIMINARY GEOTECHNICAL INVESTIGATION FOR HUMBOLDT WOODLANDS HIGHWAY 32 SOUTH OF FOREST RANCH BUTTE COUNTY, CALIFORNIA In this report, we present the results of our preliminary geotechnical investigation for the proposed subdivision to be located on Highway 32 south of Forest Ranch, Butte County, California, as shown on the Location Map, Plate No. 1. The purpose of our investigation was to evaluate the foundation soils and provide recommendations concerning the soils and foundation engineering aspects of the project. The study conducted at this site was prepared for the use of the architect and structural engineer for application to the design of the buildings in accordance with generally accepted geotechnical engineering practices. No warranty is expressed or implied. This report presents the results of this study. Based on the information indicated on the Site Plan as well as on our conversations with Mr. Michael S. Byrd, it is our understanding that the development will consist of a sixteen (16) lot subdivision for single family residences. The site plan was furnished by Mr. Michael S. Byrd. Anticipated grading requirements call for minor cuts and fills. SCOPE The scope of work performed in this investigation included a site reconnaissance, subsurface exploration, laboratory testing, engineering analyses of the field and laboratory data and the preparation of this report. The data obtained and -the analyses performed were for the purpose of providing design and construction criteria for site earthwork, building foundations, slab -on -grade floors, and retaining walls. ' This ' report has been prepared for the exclusive use of Mr. Ray Johnson, Jr., for the specific application to the proposed project in accordance with generally accepted soil and foundation engineering practices. No warranty is expressed or implied. In the event that there are any changes in the nature, design or location of the buildings or if any future additions are, planned, the conclusions and recommendations contained in this report shall not be considered valid unless the changes are reviewed and conclusions of this report modified or verified in writing. sariw►,e►,K, we,Mul Goof G„co 916/929-9267 5101943-6733 91f11891-6304 4041W U4I! Job Number 94091G April 15, 1994 SITE INVESTIGATION A subsurface investigation was performed on April 13, 1994, using a truck- mounted, 5 -inch diameter continuous flight auger drill rig to investigate and sample the subsurface soils. The field investigation conducted at this site consisted of drilling nine exploratory test holes ° carried to a depth of 12 feet. Relatively undisturbed soil samples were obtained with the two-inch Modified Soil Sampler. The soil samples taken from the test holes were retained in brass liners in order that the undisturbed nature of the soil could be preserved until the samples could be tested in the laboratory. The approxirnate locations of the borings are shown on the Site Map, Plate No. 2. The location of the test holes was determined by pacing. Hence, accuracy can be implied only to the degree that this method warrants. The graphic log of the borings together with the drive blow record showing the number of blows required to drive the sampler each foot is shown on the Soil Profile Sheets, Plates Number 3 through 7. The Soil Profile Legend and Soil Classification System are shown on Plate Numbers 8 and 9 respectively. A. Description of Site The site is irregular in shape and the general hills. At the time of our filed investigation, the growth of grasses, weeds, and a number of pieces of rock scattered on the site. The lots The east part of lots 1 through 12 are relatively have a steep slope down toward the west. B. Soil Conditions topography of the area is rolling site was covered with moderate native trees. There were large 13 through 16 are relatively flat. flat. The west part of these lots Visual classification of each soil stratum encountered was made in the field at the time the test holes were drilled. The soil samples retained were checked in the laboratory by a civil engineer to augment the field classification and a description of each soil encountered is shown on the Soil Profile Sheets. The soil samples retained were sent to the Soil Mechanics Laboratory of LRA Engineering, Rancho Cordova, California, for testing. Unit dry weight and natural moisture content of each soil sample were obtained and these data are indicated on the Soil Profile Sheets. The surface soils encountered in our exploratory borings generally consist of reddish brown silty clay and reddish brown and brown silty sandy clay to depths of 2 to 8 feet. These surface soils have a'medium plasticity and expansion potential. Beneath the surface soil we encountered red clay, reddish brown to brown silty sandy clay and brown clayey sand to the maximum depth explored I'T 1_L__ ' job Number 94091G April 15, 1994 of 12 feet. Detailed descriptions of the soils encountered in, each of the exploratory borings are presented on the Soil Profile Sheets. The attached boring logs and related information depict subsurface conditions only at the specific locations shown on the Location Map and on the particular date ' designated. The boring logs show subsurface conditions at the date and location indicated and it is not warranted that they are representative of subsurface conditions at other locations and times. Also, the passage of time may result in changes in the subsurface conditions due to environmental changes. The locations of the borings were approximately determined by pacing and should be considered accurate only to the degree implied by the method used. C. Groundwater No free groundwater was encountered in borings at the time of drilling. All ' borings were backfilled immediately after drilling. It should be noted that the borings may not have been left open for a sufficient period of time to establish equilibrium groundwater conditions. In addition, fluctuations in the groundwater ' level could occur due to change in seasons, variations in rainfall, and other factors. D. Slope Stability and Erosion Control Surface and subsurface runoff control must be carefully designed to limit erosion on the steep slopes of the site. Slope stability analysis will be performed for the individual lots, if necessary, upon request. It should be noted that with time, most slopes, regardless of precautions taken, experience some erosion, ravelling and sloughing. Therefore, slope maintenance and repair should be considered a part of hillside construction where slopes are present. Periodic debris removing and maintenance should be anticipated by the owner in the years ahead. CONCLUSIONS From a soil and engineering standpoint, it is our opinion that the site is suitable for the proposed project on recompacted existing ground provided the recommendations set forth in this report are incorporated into the design considerations and the project plans and specifications. The native surface soil at the project site has been found, to have generally medium expansion potential when subjected to fluctuations in moisture. 3��' Job Number 94091G April 15, 1994 On the basis of the engineering reconnaissance and exploratory boring; it is our opinion that trenches to 5 feet deep below the existing ground surface will not need shoring. However, below 5 feet deep, shoring will be required and should be installed in accordance with the Occupational Safety and Health Act's minimum requirements for trench shoring. We recommend that our firm be provided the opportunity for a general review of the final design and specifications in order that the earthwork and foundation recommendations may be properly interpreted and implemented in the design and specifications. If • our firm is not accorded the privilege of making this recommended review, we can assume no responsibility for misinterpretation of our recommendations.. It is our understanding that there is no proposed lot grading and, therefore, no grading plan. These lots will be sold and custom homes built on each one; therefore, building locations will be determined as each lot develops. Thus, our recommendations take into consideration a wide range of earthwork related works. Among these considerations are building foundations, slab on grade floors, and general grading recommendations. We highly recommend that as soon as the Civil Engineer has completed the final site plan and grading plan, we be sent a copy. At that time, we will be able to give specific grading and additional foundation recommendations for the lots. Specific recommendations are presented in the remainder of this report. These recommendations are general in nature and set forth the minimum standard to satisfy other requirements of this report. RECOMMENDATIONS A. Earthwork ' 1. Clearing and Site Preparation ' The site should be cleared of all obstructions including surface and subsurface structures; asphalt and gravel paving, above and below ground utility lines; grass or weeds estimated to be two to four inches deep; roots greater than two inches in diameter left from the removal of the trees and debris. Removed asphaltic ' concrete and baserock can be used as fill provided the asphalt is broken up to meet the size requirements presented under Item A.3, "Material for Fill." Holes resulting from the removal of underground obstructions that extend below the 1 proposed finish grade should be cleared and backfilled with suitable material compacted to the requirements given below under Item A.4, "Compaction". We recommend that the backfilling operations for any excavations to remove ' deleterious material be carried out under the observation of the soil engineer, so that these excavations will be properly backfilled. 4 Job Number 94091 G April 15, 1994 materials. At the time of our field investigation, we estimated that a stripping depth of approximately 2-4 inches would be required for the undeveloped portion of the site. The amount of actual stripping should be determined in the field by the soil engineer at the time of construction. The cleared and stripped materials should be removed from the site or stockpiled for later use in landscaping, if desired. 2. Subgrade Preparation After the site has been properly cleared and stripped and any necessary excavations made, the exposed soils in those areas to receive structural fill, slabs -on -grade or pavements should be scarified to a depth of 6 inches, moisture conditioned to slightly above optimum water content and compacted to the requirements for structural fill. 3. Material for Fill All on-site soils below the stripped layer and having an organic content of less that 3 percent by volume can be used as fill. However, all fill placed at the site including on-site soils should not contain more than 15 percent rocks or lumps larger than 2.5 inches. In addition, the required import fill should be predominantly granular with a plasticity index of 7 or less. 4. Compaction All structural fill less than 5 feet thick should be compacted to at least 90 percent relative compaction as determined by the ASTM Test Designation D1557-78, except for the upper 12 inches of subgrade soils under pavements which should be compacted to at least 95 percent relative compaction. Structural fill or wall backfill greater than 5 feet deep should be entirely compacted to at least 95 percent relative compaction. Fill material should be spread and compacted in lifts . not exceeding 8 inches in uncompacted thickness. 5. Trench Backfill Pipeline trenches should be backfilled with fill placed in lifts of approximately 8 inches in uncompacted thickness. However, thicker lifts may be used provided the method of compaction is approved by the soil engineer and the required minimum degree of compaction is achieved. If on-site soil is used, the material should be compacted to at least 90 percent relative .compaction by mechanical means only. Imported sand can also be used for .backfilling trenches provided it is compacted to at least 90 percent relative compaction. If imported sand is used, sufficient water should be added during the trench backfilling operations to prevent the soil from "bulking" during compaction. In slab and pavement areas, the upper 3 feet of trench backfill should be compacted to at lest 90 percent relative compaction for on-site soils, and 95 percent where imported sand backfill Job Number 94091G April 15, 1994 is used. In addition, the upper 6 inches of all trench backfill in pavement areas should be compacted to at least 95 percent relative compaction. 6. Drainage Positive surface gradients should be provided adjacent to the buildings so as to direct surface water away from foundations and slabs toward suitable discharge facilities. Ponding of surface water should not be allowed adjacent to the structures or on pavements. 7. Construction During Wet Weather If construction proceeds during or shortly after wet weather conditions, the moisture content of the on-site soils may be appreciably above optimum. Consequently, subgrade preparation, placement and/or reworking of on-site soils as structural fill may not be possible. Alternative wet weather construction recommendations will be provided by the soil engineer in the field at the time of construction, if appropriate. 8. Guide Specifications All earthwork should be performed in accordance with the Guide Specifications - Site Earthwork presented in Appendix A. It should be pointed out, however, that these specifications are only general in nature and the actual job specifications should also incorporate all requirements contained in this report. B. Foundations 1. Footings 1 We recommend the use of one of the following two alternative foundation systems. The two alternative types are piers and grade beam foundation system, or conventional continuous footings. ' Piers and Grade Beams Skin friction peirs will adequately support the proposed residentail structures. ' The piers shall be at least 8 feet below exterior grade and into competent native soil. The allowable skin friction capacity for these piers shall be, 500 p.s.f. The top foot of embedment shall be neglected in the calculations ' for the skin friction pier foundation system. We recommend that our office observe all the drilled caisson holes prior to concrete pouring. This value is for dead plus live loads and may be increased by one-third to include ' short-term seismic and wind loads. The piers shall be reinforced with at least four #4 bars which shall run the entire length of the .piers and tied into the grade beam section. Job Number 94091G April 15, 1994 All grade beams shall be founded a minimum depth of 6 inches below adjacent pad grades and shall be reinforced with a minimum of two #4 bars, one near the top and one near the bottom. Grade beams shall be kept to a minimum width in order to minimize any effect of uplift pressures. Final design of the foundations and reinforcing requirements shall be determined by the structural engineer responsible for foundation design. Slab on grade in living areas may not be utilized where pier and grade beam foundation system is used. Continuous Perimeter with Isolated Interior Spread Footings Alternatively, the structures may- be supported on continuous perimeter and interior spread footings with raised floors bearing on undisturbed natural soils. All=footings=should---be—founded—at--least—two _feet_below, .lowest,. .adjacent --grade. In addition, footings located adjacent to other footings or utility trenches should have their bearing surfaces situated below an imaginary 1.5 horizontal to 1 vertical plane projected upward from the bottom of the edge of the adjacent footings or utility trench. At the above depths, the footings bearing on undisturbed natural soils or 1 compacted fill can be designed for allowable bearing pressures of 2500 pounds per square foot due to dead loads plus live loads and may be increased by one-third for short term wind or seismic loads. These allowable bearing pressures are net values; therefore, the weight of the footing can be neglected for design purposes. Footings should not, however, have a width of less than 12 inches. All continuous footings must be designed with both top and bottom reinforcing to provide structural continuity and permit spanning of local ' irregularities. The foundation trenches and excavations shall be presoaked with water prior to placing concrete if deemed necessary by the soil engineer during the time of construction. To assure that footings are ' founded on appropriate material, we recommend that we observe the footing excavations prior to placing reinforcing steel or concrete. ' Final design of the foundations and reinforcing requirements shall be determined .by the project structural engineer responsible for foundation design. 2. Slabs -on -Grade For slab -on -grade in the garages, we recommend that they be supported on ' properly prepared subgrade soils. Preparation of the subgrade was discussed previously under Item "Subgrade Preparation". Prior to final construction of the slab, the subgrade surface should be proof -rolled to provide a smooth, firm ' surface for slab support. A minimum of 4 inches of clean gravel well graded �:�1� job Number 94091 G April 15, 1994 between a maximum size of 1 inch and a minimum size of 1/4 inch should be placed beneath the slab on grade. It should be noted that slab reinforcing should be designed by the structural engineer in accordance with the anticipated use and loading of the slab. The surface clay soils encountered in the test holes have the potential of volume changes with variations in moisture content. The slab on grade must be protected from the swelling pressures of the clay soils. Experience has shown that if the clay soils are saturated to a depth of 18 inches at the time the slab on grade is placed, and a cut off wall is constructed around the structure, little moisture change occurs and the movement of the concrete slab is minimized. The saturation of the clay soils is critical and should be verified by the Civil., Engineer. The foundations can act as the cut off wall. Where passage of moisture through the slab would be detrimental, an impervious moisture barrier and/or capillary break should be provided between the slab and subgrade. If a moisture barrier is required, we recommend it consist of 4 inches of free draining gravel covered with an impermeable membrane placed between the subgrade soil and the slab. The membrane should be covered with 2 inches of sand to protect it during construction, and the sand should be lightly moistened just prior to placing the concrete. Alternatively, a capillary break can be provided by using 6 inches of free draining gravel well graded between a maximum size of 1 inch and a minimum size of 1/4 inch with zero percent passing the No. 4 sieve. 3. Lateral Loads Lateral load resistance for the retaining structures can be developed in friction between the foundation bottom and the supporting subgrade. A friction coefficient of 0.35 is considered applicable. As an alternative, a passive resistance equal to an equivalent fluid weighing 300 pounds per cubic foot acting against the retaining structures may be used. If the foundations are poured neat against the soil, friction and passive resistance can be used in combination. Retaining walls that are completely drained and free to rotate can be designed using an active pressure of 40 pounds per cubic foot equivalent fluid pressure. C. Construction Observation The analysis and recommendations submitted in this report are based in part upon the data obtained from the nine soil borings. The nature and extent of variations between the borings may not become evident until construction. If variations then become apparent, it will be necessary to re-evaluate the recommendations of this report. We recommend that our firm be retained toprovide soil engineering services during excavation and foundation construction phases of the work. This is to 8 1-Vn Job Number 94091G April 15, 1994 observe compliance with the design concepts, specifications and recommendations and to allow design changes in the event that subsurface conditions differ from that anticipated prior to the start of construction. - Job Number 94091 G April 15, 1994 LIMITATIONS The recommendations of this report are based on the information provided regarding the proposed construction as well as the subsoil conditions encountered at the test boring locations. If the proposed construction is modified or resited, or if it is found during construction that subsurface conditions differ from those described on the boring logs, the conclusions and recommendations of this report should be considered invalid unless the changes are reviewed and the conclusions and recommendations modified or approved in writing. The analysis, conclusions and recommendations contained An this report are based on the site conditions as they existed at the time we drilled our test holes. It was assumed that the test holes are representative of the subsurface conditions throughout the site. If there is a substantial lapse of time between the submission of our report and the start of work at the site, or if conditions have changed due to natural causes or construction operations at or adjacent to the site, we urge that our report be reviewed to determine the applicability of the conclusions and- -recommendations considering the changed conditions and time lapse. This report is applicable only for the project and site studied. This report should not be used after 3 years. Our professional services were performed, our findings obtained, and our recommendations proposed in accordance with generally accepted engineering principles and practices. This warranty is in lieu of all other warranties either expressed or implied. Test findings and statements of professional opinion do not constitute a guarantee or warranty, expressed or implied. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands, hazardous or toxic materials in the soil, surface water, groundwater or air, on or below or around this site. Any statements in this report or on the soil logs regarding odors noted or unusual or suspicious items or conditions observed are strictly for the information of our .client. AB: soils\94091 G LRA ENGINEERING Ahmad Badie, P .D. Civil Engineer In. 37861 10 APPENDIX A ' GUIDE SPECIFICATIONS -SITE EARTHWORK ' APPENDIX A GUIDE SPECIFICATIONS - SITE EARTHWORK FOR HUMBOLDT WOODLANDS HIGHWAY 32 AT SOUTH FOREST RANCH ' BUTTE COUNTY, CALIFORNIA I. GENERAL A. SCoge of Work These specifications and applicable plans pertain to and include all site earthwork including, but not limited to, the furnishing of all labor, tools, and equipment ' necessary for site clearing and stripping, disposal of excess materials,. excavation, preparation of foundation materials for receiving fill, and placement and compaction of fill to the lines and grades shown on' the project grading plans. B. Performance The Contractor warrants all work to be performed and all materials to be furnished under this contract against defects in materials or workmanship for a period of year(s) from the date of written acceptance of the entire ' construction work by the Owner. Upon written notice of any defect in materials or workmanship during said ' year period, the Contractor shall, at the option of the Owner, repair or replace said defect and any :damage to other work caused by or resulting from such defect without cost to the Owner. This shall not limit any rights of the ' Owner under the "acceptance and inspection" clause of this contract. The Contractor shall be responsible for the satisfactory completion of all site earthwork in accordance with the project plans and specifications. This work ' shall be observed and tested by a representative of LRA Engineering hereinafter known as the Soil Engineer. Both the Soil Engineer and the Architect/Engineer are the Owner's representatives. If the Contractor should fail -to meet the technical or design requirements embodied in this document and on the applicable plans, he shall make the necessary readjustments until all work is deemed satisfactory as determined by the Soil Engineer and the ' Architect/Engineer. No deviation from the specifications shall be made except upon written approval of the Soil Engineer or Architect/Engineer. I A -1 IAPPENDIX ' No site earthwork shall be performed without the physical presence or approval of the Soil Engineer. The Contractor shall notify the Soil Engineer at least twenty-four hours prior to commencement of any aspect of the site earthwork. The Soil Engineer shall be the Owner's representative to observe the grading operations during the site preparation work and the placement and compaction of fills. He shall make enough visits to the site to familiarize himself generally with the progress and quality of the work. He shall make a sufficient number of tests and/or observations to enable him to form an opinion regarding the adequacy of the site preparation, the acceptability of the fill material, and the extent to which the compaction of the fill, as placed, meets the specification requirements. Any fill that does not meet the specification requirements shall be removed and/or recompacted until the requirements are satisfied. . In accordance with generally accepted construction practices, the. Contractor shall be solely and completely responsible for working conditions at the job site, including safety of all persons and property during performance of the work. This requirement shall apply continuously and shall not be limited to normal work hours. Any construction review of the Contractor's performance conducted by the Soil Engineer is not intended to include review of the adequacy of the Contractor's safety measures in, on or near the construction site. Upon completion of the construction work, the Contractor shall certify that all compacted fills and foundations are in place at the correct locations, have the correct dimensions, are plumb, and have been constructed in accordance with sound construction practice. In addition, he shall certify that the materials used are of the types, quantity and quality required by the plans and specifications. C. Site and Foundation Conditions The Contractor is presumed to have visited the site and to have familiarized himself with existing site conditions and the attached soil report. The Contractor shall not be relieved of liability under the contract for any loss sustained as a result of any variance between conditions indicated by or deduced from the soil report and the actual conditions encountered during the course of the work. The Contractor shall, upon becoming aware of surface and/or subsurface conditions differing from those disclosed by the original soil investigation, promptly notify the Owner as to the nature and extent of the differing conditions, first verbally to permit verification of the conditions, and then in writing. No claim by A-2 IAPPENDIX ' the Contractor for any conditions differing from those anticipated in the plans and specifications and disclosed by the soil investigation will be allowed unless the Contractor has so notified the Owner, verbally and in writing, as required above, ' of such changed conditions. D. Dust Control ' The Contractor shall assume responsibility for the alleviation or prevention of any dust nuisance on or about the site or off-site borrow areas. The Contractor shall ' assume all liability, including court costs of codefendants, for all claims related to dust or windblown materials attributable to his work. ' II. DEFINITION OF TERMS Structural Fill - All soil or soil -rock material placed at the sitein order to raise grades or to backfill excavations, and upon which the Soil Engineer has made sufficient tests and/or observations to enable him to issue a written statement that, in his opinion, the fill has been placed and compacted in accordance with the specification requirements. On -Site Material - Material obtained from the required site excavations. Import Material - Material obtained from off-site borrow areas. ASTM Specifications - The 1980 edition of the American Society for Testing and Materials Standards. Degree of Compaction - The ratio, expressed as a percentage, of the in-place dry density of the compacted fill material to the maximum dry density of the same material as determined by ASTM Test Designation D 1557-78. III. SITE PREPARATION A. Clearing and Grubbing The Contractor shall accept the site in its present condition and shall remove from the area of the designated project earthwork all obstructions including ' existing buildings and associated foundations, telephone booths and poles, asphalt A-3 APPENDIX ' and gravel paving, designated above and below ground utilities, steel posts and any other matter determined by the Soil Engineer to be deleterious. Such material shall become the property of the Contractor and shall be removed from ' the site. Holes resulting from the removal of underground obstructions that extend below finish grades shall be cleared and backfilled with structural fill. B. Stripping Where vegetation exists, the site shall be stripped to a minimum depth of 1 to ' 2 inches or to such greater depth as the Soil Engineer in the field may consider as being advisable to remove all surface vegetation and organic laden topsoil. Stripped topsoil with an organic content in excess of 3 percent by volume shall be stockpiled for possible use in landscaped areas. IV. EXCAVATION All excavation shall be performed to the lines and grades and within the tolerances specified on the project grading plans. All overexcavation below the grades specified shall be backfilled at the Contractor's expense and shall be compacted in accordance with the specifications. The Contractor shall assume full responsibility for the stability of all temporary construction slopes at the site. V. SUBGRADE PREPARATION Surfaces to receive compacted fill, and those on which concrete slabs and pavements will be constructed, shall be scarified to a minimum depth of 6 inches and compacted. All ruts, hummocks, or other uneven surface features shall be removed by surface grading prior to placement of any fill materials. All areas which are to receive fill material shall be approved by the Soil Engineer prior to the placement of any fill material. VI. GENERAL REQUIREMENTS FOR FILL MATERIAL All fill material must be approved by the Soil Engineer. The material shall be a soil or soil -rock mixture which is free from organic matter or other deleterious substances. The fill material shall not contain rocks or rock fragments over 2.5 inches in greatest dimension. On-site material having an organic content of less than 3 percent by volume is suitable ,for use as fill in all areas except where non -expansive import material is specified. All imported fill material shall be non -expansive with a plasticity index of 7 or less. A-4 [W- APPENDIX At least ten days prior to the placement of any fill, the Soils Engineer shall be notified of the source of materials and samples shall be obtained to determine the suitability of the materials and for conducting compaction tests on these ' samples. VII. PLACING AND COMPACTING FILL MATERIAL ' All structural fill shall be compacted by mechanical means to produce a minimum degree of compaction of 90 percent as determined by ASTM Test Designation ' D 1557-78. Field density tests shall be performed in accordance with either ASTM Test Designation D1556-64 (Sand -Cone Method) or ASTM Test Designation D 2922-71 and D 3017-72. (Nuclear Probe Method). The locations and number ' of field density tests shall be determined by the Soil Engineer. The results of these tests and compliance with these specifications shall be the basis upon which satisfactory completion of work shall be judged by the Soil Engineer. Any slope greater than 5 horizontal to 1 vertical shall be contour ploughed or benched, as deemed necessary by the Soils Engineer, prior to the placing of any fill. The fill shall be placed in sections which are essentially horizontal. ' Fill materials shall be spread in layers and shall have a uniform moisture content that will provide the specified dry density after compaction. If necessary to obtain uniform distribution of moisture, water shall be added to each layer by sprinkling and the soil disced, harrowed, or otherwise manipulated after the water is added. The layers of the fill material shall not exceed 6 inches and each layer shall be compacted with suitable compaction equipment to provide the specified dry densities. VI1. TRENCH BACKFILL Pipeline trenches shall be backfilled with compacted structural fill placed in lifts not exceeding 8 inches in uncompacted thickness. If onsite soil is used, the material shall be compacted by mechanical means to a minimum degree of compaction of 90 percent. Imported sand may also be used for backfilling trenches provided it is compacted to at least 90 percent. If imported sand backfilling is used, sufficient water shall be added during the trench backfilling operations to prevent the soil from bulking during compaction. In all building pad ' and pavement areas, the upper 3 feet of trench backfill shall be compacted to a minimum degree of compaction of 90 percent for onsite soils and 95 percent where imported sand backfill is used. ' Backfill placed adjacent to walls shall be placed in a similar manner to that specified for backfill in excavated trenches. A-5 IAPPENDIX IX. SEASON LIMITS No fill shall be placed during weather conditions which will alter the moisture ' content of the fill materials sufficiently to make adequate compaction impossible. After placing operations have been stopped because of adverse weather conditions, no additional fill material shall be placed until the last layer compacted ' has been checked and found to be compacted to the specified densities. X. TREATMENT AFTER COMPLETION OF EARTHWORK After the earthwork operations have been completed and the Soil Engineer has finished . his observation of the work, no further earthwork operations shall be ' performed except with the approval of and under the observation of the Soil Engineer. It shall be the responsibility of the Contractor to prevent erosion of freshly graded areas during construction and until such time as permanent drainage and erosion control, measures have been installed. ON APPENDIX B FIGURES .vEME�. LO Ro BRUSRI' "m .,,BALD KNOBt }' .�v .i71SD'Z. W ' c"PBELL MOUND �a c"'7b• • c:�{_�?-'�...'JJ.: / WEST / I BRANCH .,., �= o OHASSET 1� _ O QN BARBER RD CO : �P _ P FOR KIM- _ _ umm �jr► W �. � �u�eeroa•• �D tp 9 wV I LANA ♦ �O s '4c GPEE� EPSO a4 DE SABLA>, MUNJAR I %. 1'• D SS� ' "�E�' W w1r� /.. RD It MILE `NOOSE RD ,y. ¢c�`...osD RICHARDSON KEEfER--SPRINGS A94GALIA RD SO'� W 'S ,. EPIN LL I v i 0I J"'i'S s o _ E ! MAG UA `Q Ch%CO NOUSEOt15E TRAIL Mun/cipa/ AJipori rr, a g rw- PARKS � '� z A A O 1 - ' VA oP radise Dker Oak RD k!� AV f^ ' RO eF0 EworTJ ' Virl! AV PAANZANITA /I I101vEY AK _ �, aneeEO Z p "J OPNU OL usn[LT O,p'Ap �Z? Mg �� i .AL �f 1 DISf 1Ef . I N HUMBOLDT WOODLANDS HWY 32 1 MILE S FOREST RNCH RD BUTTE COUNTY, CALIFORNIA 10 _OCATION MAP LRA ENGINEERING NOT TO SCALE 3233 SUNRISE BLVD, SUITE S RANCHO CORDOVA CA 93742 DATE 18 -APR -04 REGISTERED DRUG. N0. 94091G-1 CIVIL ENGR. NO. 37881 -LATE NUMBER 1 1 Ul U9 REDDISH BROWN SILTY CLAY M) 2 11? 3 15 (28) REDDISH BROWN SILTY CLAY (CL) R ED CLAY ............. F-91 39 21 ............................................................................................................ (35) REDDISH SILTY SANDY CLAY (CL) 2911 2 ......................................... .......................... ....................... (36) BROWN SILTY SANDY CLAY (CL) ............... .................. 8ROW#l-SH ... SfLTY--SANDY ... CLAY ..... ............................. lVL . . ......... .................... ..................... 22 3M ................................................................................................. ............................................................... ..................................................................................................... .................................................................................................................................. ................................................................................................... .................................................................................................. ..................................... ........................................................ .................... ........ ........................................................... ('40) .............................. W/GRAVEL (CL) .................................... ................................................................. ........................... ............................ ................ ..................................... ............................... ......................................................................... .......................................... ................ .......................................................... .................................... I ............................. 3 ................................... ............... ................................................................................................................... ................... ................................................. ................................................................................................................................. ................................................ .............................................. ....... (37) ........... ........................................................................ .............. ....................... ....................... ................ .......................................... .......................... .............................................. ........................................... ............................ ............ .................................................. ....... ........... ...... ................. ................................ ...... ............................... ........ ........ . . ............ . ... ...... . ... ........ X ................ .... ....... .... ........... . ............... ............ ........ ...................... . . . . . . . . . . . . . . . . . . . . . . ... V...... .......... .. .. .......... .... . . . . . . . . . . . . . . . . . . . . . . . ... ........ . . ...................... ... .......... ................ ...... . : .... ............... .... ....................... ........ ... ... ...... q - - -:-. :::::: ............... . . ........................ X ..... ............. ..... ................. ......... ...... . ..... ..... ... ............. XX ...... ...... : :: .,.: : : : - X : .": :, ::::::* w::w:i,:,:` . ... .:: , . : x : ............................................. wo :.:.: ...... ... : : : . : .:. . ........... . . . .... .. ................................. - ..... ................. : r X.: ...... . ...................... ... .... . . .. : X . -X . . ... .... ........ ...... . . ..... .... .. ..... X. : , -.%-.-. -1 . . .,.. . ..... ................ . ... ........ ... ............. . ...... U3 U2 REDDISH BROWN SILTY CLAY (CL) 22[2� BROWN SILTY CLAY (CL), (26) REDDISH B 37EY 2 (2 6) RED CLAY ...... .. ............. 18 22 2 .................................................................................................... (18) 38 21 ........ ....................................................... (30) 0) .......................... REDDISH SILTY SANDY CLAY (CL) REDDISH BROWN SILTY SANDY CLAY (CL) ..... . .......... ................................................................................... ................. ....... REDD.ISH..BROWN ... SILTY -SANDY ... CLAY ....... 23 ........................................................................................................................................................................................... ..................................................................................... ............................................................................................. .................................................................... ............................................................................. .................................................................................................................................................................................................................................................................... .................................................................. 3 (43) ............ ......................................... ................................................................................................ ................................. .............................................. .............................................................. ......................................................................................................................... 211E ................................................................................................... ............ I ......................................................................................................................... (39) ................ (CL) I ......................................................................... ................. ............................................................... ......................... ...... .................................... ........................................................................ y HUMBOLDT WOODLANDS HWY 32 1 MILE S FOREST RNCH RD BUTTE COUNTY' CALIFORNIA SOIL PROFILE LRA ENGINEERING INC. 3235 SUNRISE BLVD. SUITE 5 RANCHO CORDOVA, CALIFORNIA DATE: DRWG. NO.: 94091G-4 RCE NO:: 37861 PLATE NUMBER 4 SOIL PROFILE LEGEND PENETRATION BORING NUMBER RESISTANCE U DESIGNATES 2" I.D. SAMPLER, 175 LB. HAMMER, 24" DROP 0.5" = 50 BLOWS PER FT. H DESIGNATES 2" I.D. SAMPLER, HAND DRIVEN, 35 LB. HAMMER, 24" DROP A - SOIL DENSITY U1 DRY UNIT WEIGHT (LBS. PER CU. FT.) 0 107(21) :::«:>::: 2 103(17) MOISTURE CONTENT 10 ................................. ..................... (%..OF...D.RY... WEIGIRT) 100(12) 15 20 SAMPLE NUMBER S DEPTH IN FEET ' CLASSIFICATION OF SYMBOLS: SANDS, GRAVELLY SANDS INORGANIC SILTS HUMBOLDT WOODLANDS HWY 32 1 MILE S FOREST RNCH RD INORGANIC CLAYS BUTTE COUNTY, CALIFORNIA KEY TO BORING LOGS PAGE 1 LRA ENGINEERING, INC. ORGANIC MATERIAL AND DEBRIS 3235 SUNRISE CALIFORNIA DATE: /94 RCE NO.: 37861 DRWG. NO.: 94091G-8 PRIMARY DIVISIONS GROUP SYMBOL SECONDARY DIVISIONS COARSE GRAINED GRAVELS CLEAN GRAVELS GW Well graded gravels, gravel -sand mixtures, little or no fines. GP Poorly graded gravels or gravel -sand mixtures, little or no fines. SOILS MORE THAN HALF OF MORE THAN HALF OF COARSE FRACTION IS (LESS THAN 5% FINES) GRAVEL GM Silty gravels, gravel -sand -silt mixtures, non -plastic fines. MATERIAL IS LARGER THAN N0. 200 SIEVE LARGER THAN NO. 4 SIEVE SIZE OVER 4 WITH FINES GC Clayey gravels, gravel -sand -clay mixtures, plastic fines. SANDS CLEAN SW Well graded sands, gravelly sands, little or.no fines. SANDS SP Poorly graded sands or gravelly sands, little or no fines. MORE THAN HALF OF COARSE (LESS THAN 5% FINES) FRACTION IS SMALLER THAN NO. 4 SIEVE SANDS SM Silty sands, sand -silt mixtures, nonplastic fines. WITH FINES FINE GRAINED SOILS MORE THAN HALF OF MATERIAL IS SMALLER THAN NO. 200 SIEVE SIZE SILTS AND CLAYS LIQUID LIMIT IS LESS THAN 50% SILTS AND CLAYS LIQUID LIMIT IS GREATER THAN 50% HIGHLY ORGANIC SOILS SC Clayey sands, sand -clay mixtures, plastic fines. ML Inorganic silty and very fine sands, rock flour, silty or clayey fine sands or clayey silts with slight plasticity. CL Inorganic clays of low to medium plasticity, gravelly Rays, sandy clays, silty clays, lean clays. OL Organic silts and organic silty clays of low plasticity. MH Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silty. CH Inorganic clays of high plasticity, fat clays. ON Organic clays of medium to high plasticity, organic silts. Pt Peat and other highly organic soils. DEFINITION OF TERMS U.S. STANDARD SERIES SIEVE CLEAR SQUARE SIEVE OPENINGS 200 40 10 4 3/4" 3" 12" SAND GRAVEL SILTS AND CLAYS COBBLES BOULDERS FINE MEDIUM COARSE FINE COARSE RELATIVE DENSITY ANDS AND GRAVEL BLOWS/FOOT§ VERY LOOSE 0 - 5 LOOSE 5 - 13 MEDIUM DENSE 13 - 40 DENSE 40 - 67 VERY DENSE OVER 67 GRAIN SIZES CONS I STF.NCV SILTS AND CLAYS STRENGTH BLOWS/FOOT§ VERY SOFT 0 - 1/4 0 3 SOFT 1/4 - 1/2 3 - 5 FIRM 1/2 - 1 5 - 11 STIFF 1 - 2 11 - 21 VERY STIFF 2 - 4 21 43 HARD OVER 4 OVER 43 §Number of blows of 175 pound hammer falling 24 inches to drive a 2.5 inch O.D. (2 inch I.D.) split spoon (ASTM D-1586). uUnconfined compressive strenght in tons/sq. ft. as determined by laboratory testing or approximated by the standard penetration test (ASTM D-1586), pocket penetrometer, torvane, or visual observation. Unified Soil Classification System (ASTM D-2487) HUMBOLDT WOODLANDS HWY 32 1 MILE S FOREST RNCH RD BUTTE COUNTY, CALIFORNIA KEY TO BORING LOGS PAGE 2 LRA ENGINEERING, INC. 3235 SUNRISE BLVD. SUITE 5 RANCHO CORDOVA, CALIFORNIA 04/19/94 NO.: 94091G-9 RCE NO.: 37861 APPENDIX C ADDITIONAL SERVICES ADDITIONAL SERVICES LRA ENGINEERING can provide additional services which include, but are not limited to, the following: ' U SOILS Laboratory compaction and field density testing. ' Grading Control Observation for determination of expansive clays and clay Presaturation testing. 0 FOUNDATION Foundation plan review and foundation inspection. ' 0 CONCRETE AND ASPHALTIC CONCRETE Concrete and asphaltic concrete inspections and specimen testing. ' Concrete and asphaltic concrete coring and specimen testing. o MASONRY Masonry inspection and specimen testing. Masonry coring and specimen testing. ' 0 STRUCTURAL AND REINFORCING STEEL Inspection of rebar placement. Field and shop weld inspection. ' Tensile and bend tests. 0 HIGH STRENGTH BOLTS Tests and Inspections ' Please contact LRA ENGINEERING for further information regarding our services 9 9 and fees. Proposals can be provided upon request.. Comprehensive -soils and construction materials testing is performed in our Rancho Cordova materials testing laboratory. LRA ENVIRONMENTAL ' U PHASE I AND PHASE II ENVIRONMENTAL SITE ASSESSMENTS ' 0 GROUNDWATER MONITORING/INVESTIGATION 0 LANDFILL POST-CLOSURES/CLOSURES ' 0 SITE CHARACTERIZATION ' .0 FORENSIC INVESTIGATION RESIDENTIAL PLAN CHECKING GUIDE ,8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER nu�. A.P. # / a- U/�Q� 00 Plan Checker GENERAL —� Zoning requirements: (sideyards and number of permitted living units). aluation. 9/ Plans 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). ,?/--Recorded notice of violation. riLOT PLAN 1. Complete parcel size and dimensions. 2. Setbacks', sideyards, easements, etc. 3. Other'buildings or structures. 4. Grading, fills, drainage. 5. Flood hazard. 6. Special conditions on creation map, (noise, ustible, and foundations). 7. FAU & FAS road setback. CDF, fire sprinklers, non -comb - 8. Building or utilities across lot lines (Record form). • r ::M1 T C '6 FLOOR PLAN ` Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). 16 Required windows for second exit (Sec. 1204). - �..j.,� Skylights (Chapter 34 & Sec. 5207). / Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. 9. Locations of water heater, eating an cooling equipment, other or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). - 3`0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 210-8). a for main - electrical Z) Standard bracing or engineered design (Table 25V) 2. 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. --5"- Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. ,,rC Rafter ties or bearing ridge beam. Garage door or porch header sizes. 2 Stud heights. �]y3�Adobe soils - special foundation design. 14: Retaining walls requiring design. .1-5-. Special Inspection required. building 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR !Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). —Exterior 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. e Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ,r'* 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. T.'_ nergy design. . Flashing at all exterior openings. CDF responsible area requirements. �CG�'�toSS a ,yam /� �r akmrs �,IV s[�. iAA-e-,�eC, a' 6',e� 0 0' I r t CL. E.H. USE ONLY • Plot Pha AtbcW Floor Plm Atl wW . Si Seat to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for -7 bedroom Riabile home. Other Hold final for: Final clearance O.K. for: NOTE: C/�� G✓, 1 7 - g Environmental Health Specialist Date R/9? .-.- .,.!`yr�ti ..2.].t. v.LY_ AM!.'rl:.Vi.:Nv''r�yr..•1..:i.in:.:.....'.�f.. �.:.:'.'�.e.::n'.: ^... ..•: :uYa ...+.. ...: •.. ... ... .. ... .. '"• '0'ji".M• r> ��+'[xM.... ., a.r"�`Ma t�ray.. ,. y,wiMMm+'saH�'a°gy...ih-v �.+.«e a...... ...v. .� ....o�r�oen+.w+Kv.., �: f4.:� i.e�w.' . .. r' r rr f•.., ra✓ � .I t±Ma a .. st=�.s�'' CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Miller Residence Date........ 05/16/94 Project Address........ Lot 5 Fourteen Mile House ' Forest Ranch ? 7/ - /_3W Documentation Author... Marty Runnells Build ng Permit Company ................ Energy Calculation Svcs. 6 as -Telephone .............. (916) 894-8466 / 246-9522 P an Check I Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File -94131S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F Residence GENERAL INFORMATION Conditioned Floor Area..... 2880 6f Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade (Package D) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-21 0.059 r' U_ Orientation Door R-0 .0.330 Roof R-38 0.025 SlabEdge R-0 0.900 SlabEdge R-0 0.720 SlabEdge R-0 0.550 SlabEdge R-0 0.500 FRONT, FRONT -RIGHT, FRONT -LEFT TO GARAGE, KNEE WALL, LEFT., BACK BACK -RIGHT, BACK -LEFT, RIGHT TO GARAGE ATTIC SLAB EDGE EXT. SLAB EDGE EXT. SLAB EDGE GAR. SLAB EDGE GAR. FENESTRATION # of Interior Pan- Shading/ es Descript, Over - Exterior hang/ Framing 'Shading Fins Type 2 Dr None Yes 2S ✓"�. None Yes 2 a tMd � None Yes •D es . S ' None Yes 2 pes� None Yes ra` Std None Yes , Dr P . Std None Yes ID� es.Std None Yes 2 D$as.Std None Yes P 2 Drapes.Std None Yes 1 Drapes.Std None Yes 2 Drapes.Std. None Yes 2 Drapes.Std None Yes 2 Drapes.Std None. Yes 2 Drapes.Std None Yes 2 Drapes.Std None Yes Area U_ Orientation (sf) Value Window ' Front (E) 54.0 0:380 Window Right (NE) 44.0 0380 Window Front, (E) 48.2 0360 Door Front (E) 40.0 0.570 Window Front (SE) 10.0 01360 Window Left (S) 41.0 0.380 Window Left (S) 30.0 1!040 Window Left (S) 75.0 0550 Window Left (SW) 4.0 0.380 Window Left (SW) 10.0 0.360 Window Left (SW) 20.0 1.040 Door Left (SW) 38.0 0.570 0550 Window Back (W) 37.5 Window Back (NW) 80.0 0.500 Window Back (NW) 24.0 0520 Window Back (W) 75.8 0.,36C FRONT, FRONT -RIGHT, FRONT -LEFT TO GARAGE, KNEE WALL, LEFT., BACK BACK -RIGHT, BACK -LEFT, RIGHT TO GARAGE ATTIC SLAB EDGE EXT. SLAB EDGE EXT. SLAB EDGE GAR. SLAB EDGE GAR. FENESTRATION # of Interior Pan- Shading/ es Descript, Over - Exterior hang/ Framing 'Shading Fins Type 2 Dr None Yes 2S ✓"�. None Yes 2 a tMd � None Yes •D es . S ' None Yes 2 pes� None Yes ra` Std None Yes , Dr P . Std None Yes ID� es.Std None Yes 2 D$as.Std None Yes P 2 Drapes.Std None Yes 1 Drapes.Std None Yes 2 Drapes.Std. None Yes 2 Drapes.Std None Yes 2 Drapes.Std None. Yes 2 Drapes.Std None Yes 2 Drapes.Std None Yes " " �''s.c,•.w,•aM°"'^""`•• .... .�...d°^t W" .. t'• �.;. �' � e • „�.,�'r'°"ni:•', _e� <. y.+�r� i � �.„,,o+r°°",�.',0lrlirNt.r++%� +.w•n •CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Miller Residence Date........ 05/16/94 MICROPAS4 v4.02 File -94131S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy -Calculation Svcs. Run -2880 S.F Residence Orientation Window Back (W) Window Back (W) Window Back (NW) Window Right (N) Window Right (N) Type S1abOnGrade S1abOnGrade InteriorHorz InteriorVert FENESTRATION 7 _ THERMAL MASS ' Area Thickness Exposed (sf) (in) Location/Comments Yes 679 # of Interior.Over- No .2201 Area U- Pan- Shading/” Exterior 'µ•hang/ Framing (sf) Value es Description 'Shading Fins Type 65.0 0!380 2 Drapes.Std None Yes [Vinyl } 33.4 0?370,'. 2 Drapes.Std None 'Yes Vinyl 10.0 0.3601 2 Drapes.Std None Yes �Vinyl� 17.3 0.8001 2. Drapes.Std- None 'Yes Nonej 34.8 0.f� 2 .Drapes.Std None Yes U�ny1 THERMAL MASS ' Area Thickness Exposed (sf) (in) Location/Comments Yes 679 .4.0 FOYER/DIN./KIT./HALL/BAT No .2201 4.0 ; TYPICAL _ Yes 32 1.0< COUNTERTOPS Yes 250 1.0 SHOWER/TUB ENCLOSURES HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment -Type Efficiency Location.. R -value Type Gas <0. 0 AFUE Attic AirCond 'ki0.00 SEER Attic WATER HEATING SYSTEMS R-4.2 R-4.2 .. Setback Setback Number R Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type. System Factor (gal) R -value St -rage—""'" ---Gas Re '/T 1.60 EF C50 R-12 SPECIAL FEATURES/REMARKS All Fenestration Products shall be S errra —Vinyl by Norco.. The.Great Room shall have,Teto o ` d windows by Norco. - -, —— " z.. a .NOTE... Norco Vinyl a re manufactured by Insulate`Industries. R ti • f , • • t e •.~� 'v r _ .s '�L6�'jpi4`W"!.' ' :Sy'. i � .icno�"mK..�+IM$:w.,W^. "' .. _ a. .r.a+r.w.am:r::.w:r,Np... •1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Proiect Title.......... The Miller Residence Date........ 05/16/94 MICROPAS4 v4.02 File -94131S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of 'compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Vr-- t�') M � ( l e Pz' Company. 4(1 G1 w.I I -fes Address . Cz. ASS LG Phone. . . N9 ( 1:313 License. Signed.. d _jq ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (da . te DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, California 95926 Phone... (916) 894-8466•/ 246-9522 Signed.. G!�✓y� /�o �j . ate ..+moi.+. JIr ...i.,,.,fi' ,,«*"••..a....•.., ,iw+•'. ... s+'«r.�`°"'-:. �y�., t ` . �: «eeesra i�„ N•k.. r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Miller Residence Date........ 05/16/94 Project Address........ Lot 5 Fourteen Mile House Forest Ranch Documentation Author... Marty Runnells Building Permit Company ............... Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File -941315 Wth-CTZ11S92 Program-FORM.MF-1R User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F Residence Lowrise residential buildings subject to the Standards must' contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a):.Minimum R-19 ceiling insulation. ✓ 150(b): Loose fill insulation manufacturers labeled R -Value. —� *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. rT 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. N A 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(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC standards. 46 quality 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control ✓ 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Miller Residence Date........ 05/16/94 MICROPAS4 v4.02 File -94131S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems:"" %7 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or, backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/ exterior insulation (R-16 or greater) . 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank._ *150(m):. Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers.. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ✓ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa,heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance ✓ with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling / fixtures IC (insulation cover) approved. V ` ... d�:�..f': i_.t:::•�.fau)w:r�::...�....,,,.:. . _ .I...... a .. ..:....:..:. ...............n .rlr .. .. . � ../� y�Mj+cL .Y^ f Nf.. .�`h_.. 1 LN. .f.... f/ , �.�" . Y r ''�• 'd �j'i • ( Y COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Miller Residence Date........ 05/16/94 Project Address........ Lot 5 Fourteen Mile House Forest Ranch Documentation Author... Marty Runnells Building Permit Company................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File -941315 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F.Residence Zone Type MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 15.72 11.95 3.77 Space Cooling.......... 11.29 13.88 .-2.59 Water Heating.......... 9.07 9.66 -0.59 Total 36.08 35.49 0.59 *** 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..... 2880 sf Single Family Detached New Front Facing 90 deg (E) 1 1 ReducedYear Slab On Grade 1 28606 cf 2880 sf 2880 sf 2880 sf 27.5 % of FA 9.9 ft BUILDING ZONE INFORMATION Floor Area Volume (sf) (cf) # of Dwell Cond Units itioned (Package D) Vent Special Thermostat Height Vent Area Type (ft) (sf) HOUSE Residence 2880 28606 1.00 Yes Setback 2.0 n/a ,J �.�" Y,.M^'l�''�' �y..w-�s- ...+ „/'°t4.wf� .,.......'..,.. .. ,....: .., ..... .... .... �..•.... ..w 4,:.". .:�~,.. ..... ... .. rr.w. •..,. .�.., ... � :.,rlN��w � 11ra.<..��r..a.-..."4.xs.�..-• COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Miller Residence Date........ 05/16/94 MICROPAS4 v4.02 File -94131S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F Residence OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 382 0.059 R-21 90 90 Yes None FRONT 2 Wall 172 0.059 R-21 45 90 Yes None FRONT -RIGHT 3 Wall 119 0.059 R-21 135 90 Yes None FRONT -LEFT 4 Wall 36 0.059 R-21 45 90 No None TO GARAGE 5 Wall 198 0.059 R-21 135 90 No None TO GARAGE 6 Wall 52 0.059 R-21 90 90 Yes None KNEE WALL 7 Door 18 0.330 R-0 135 90 No None TO GARAGE 8 Wall 210 0.059 R-21 180 90 Yes None LEFT 9 Wall 446 0.059 R-21 270 90 Yes None BACK 10 Wall 115 0.059 R-21 225 90 Yes None BACK -RIGHT 11 Wall 97 0.059 R-21 315 90 Yes None BACK -LEFT 12 Wall 422 0.059 R-21 0 90 Yes None RIGHT 13 Wall 62 0.059 R-21 0 90 Yes None KNEE WALL 14 Roof 2880 0.025 R-38 0 0 Yes None ATTIC PERIMETER LOSSES Length F2 Insul Solar -: Surface (ft) Factor R-val Gains Location/Comments HOUSE 15 SlabEdge 65 0.900 R-0 No SLAB EDGE EXT. 16 SlabEdge 208 0.720 R-0 No SLAB EDGE EXT. 17 SlabEdge 6 0.550 R-0 No SLAB EDGE GAR. 18 SlabEdge 22 0.500 R-0 No SLAB EDGE GAR. FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 24.0 2 Vinyl Slider 0.380 90 90 0.88 0.78 Drapes.Std 2 Window 12.0 2 Vinyl Slider 0.380 45 90 0.88 0.78 Drapes.Std 3 Window 10.0 2 Vinyl Fixed 0.360 90 90 0.88 0.78 Drapes.Std 4 Door 40.0 2 Wood Hinged 0.570 90 90 0.88 0.78 Drapes.Std 5 Window 10.0/ 2 Vinyl Fixed 0.360 90 90 0.88 0.78 Drapes.Std 6 Window 14.1,- 2 Vinyl Fixed 0.360 90. 90 0.88 0.78 Drapes.Std 7 Window 30.0-1 2 Vinyl Slider 0.380 90 90 0.88 0.78 Drapes.Std 8 Window 14.1- 2 Vinyl Fixed 0.360 90 90 0.88 0.78 Drapes.Std 9 Window 32.Oc/2 ✓ Vinyl Slider 0.380 45 90 0.88 0.78 Drapes.Std 10 Window 10.0 Vinyl Fixed 0.360 135 90 0.88 0.78 Drapes.Std 11 Window 25.0✓ 2 Vinyl Slider 0.380 180 90 0.88 0.78 Drapes.Std 12 13 Window Window 16.0--2 30.Ovll Vinyl Wood Slider Fixed 0.380 18.0 90 1.040 180 90 0.88 1.00 0.78 Drapes.Std 0.78 Drapes.Std 14 Window 75.0✓ Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 15 Window 4.02 Vinyl Slider 0.380 225 90 0.88 0.78 Drapes.Std 16 Window 10.0 2 Vinyl Fixed 0.360 225 90 0.88 0.78 Drapes.Std 17 Window 20.0, 1 Wood Fixed 1.040 225 90 1.00 0.78 Drapes.Std COMPUTER METHOD -SUMMARY Page 3 C -2R Prosect Title.......... The Miller Residence Date........ 05/16/94 MICROPAS4 v4.02 File -941315 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F Residence FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) Type Type value Azm Tlt'Only Shade.Description 18 Door 20.0'2 Wood Hinged 0.570 225 90 0.88 0.78 Drapes.Std 19 Window 37.5 /2 Wood Hinged 0.550 270 90 0.88 0.78 Drapes.Std 20 Window 80.01(/2 Wood Slider 0.500 315 90 0.88 0.78„Drapes.Std 21 Window 24.0% 2 Wood Fixed 0.520 315 90 0.88 0.78 Drapes.Std 22 Window 36.0 4 Vinyl Fixed 0.360 270 90 0.88 0.78 Drapes.Std 23 Window 20.02 Vinyl Slider 0.380 270 90 0.88 0.78 Drapes.Std 24 Window 33.4 /2 Vinyl Slider 0.370 270 90 0.88 0.78 Drapes.Std 25 Window 20.0% 2 Vinyl Slider 0.380 270 90 0.88 0.78 Drapes.Std 26 Window 9.8 2 Vinyl Fixed 0.360 270 90 0.88 0.78 Drapes.Std 27 Door 18.0✓2 Wood Hinged 0.570 225 90 0.88 0.78 Drapes.Std 28 Window 25 0/ 2 Vinyl Slider 0.380 270 90 0.88 0.78 - Drapes.Std 29 Window 10.0/2 Vinyl Fixed 0.360 315 90 0.88 0.78 Drapes.Std 30 Window 30.02 Vinyl Fixed 0.360 270 90 0.88 0.78 Drapes.Std 31 Window 17.3. 2 None Fixed 0.800 0 90 0.88 0.78 Drapes.Std 32 Window 8.0:/2 Vinyl Slider 0.380 0 90 0.88 0.78 Drapes.Std 33 Window n: 33 Vinyl Slider 0.380 0 90 0.88 0.78 Drapes.Std 34 Window 8.82 Vinyl Slider 0.380 0 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 24.0 6 n/a 3 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 12.0 6 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 10.0 6.67 n/a 13 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 40.0 6.67 n/a 13 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 10.0 6.67 n/a 13 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 14.1 3 n/a 13 .67 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 32.0 4 n/a 2.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 10.0 5 n/a 2 .16 n/a n/a .n/a n/a n/a n/a n/a n/a 11 Window 25.0 5 n/a 1 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 16.0 4 n/a 2.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 30.0 5 n/a 2.5 .16 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 75.0 7.5 n/a 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 4.0 4 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 10.0 5 n/a 2 .16 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 20.0 5 n/a 6 .16 n/a n/a n/a n/a n/a .n/a n/a n/a 18 Door 20.0 6.67 n/a 10 .67 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 37.5 7.5 n/a 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 80.0 6.67 n/a 10 4.25 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 24.0 2 n/a 10 2 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 36.0 6 n/a 15 2 n/a n/a. n/a n/a n/a n/a n/a n/a 23 Window 20.0 6.67 n/a 7 2.67 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 33.4 6.67 n/a 7 2.67 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 20.0 6.67 n/a 7 2.67 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 9.8 2.5 n/a 7 .25 n/a n/a n/a n/a n/a n/a n/a n/a 27 Door. 18.0 6.67 n/a 7 1.5 n/a n/a n/a n/a n/a n/a n/a n/a ... .. _.� lrF � f0'Irn: .wr.. r w.. .�prw ^, ��nM1'^ Rf e'• vn[M•}•....� fr. j+.w.. ..w.i.. yi"3+^ vyjs'^V{' 1 � .. .. +...1f� COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Miller Residence Date........ 05/16/94 MICROPAS4 v4.02 File -94131S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F Residence 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. 28 Window 25.0 5 n/a 1 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 10.0 5 n/a 3 1.25 n/a n/a n/a n/a n/a n/a n/a n/a 30 -Window 30.0 5 n/a 2.5 .33 n/a n/a n/a n/a n/a, n/a n/a n/a 31 Window 17.3 4.33 n/a 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 32 Window 8.0 4 n/a 2 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 18.0 6 n/a 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 8.8 3.5 n/a 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 679 4.0 28.0 0.98 R-0.0 FOYER/DIN./KIT./HALL/BATH 2 S1abOnGrade 2201 4.0 28.0 0.98 R-2.0 TYPICAL 3 InteriorHorz 32 1.0 24.0 0.67 R-0.0 COUNTERTOPS 4 InteriorVert 250 1.0 24.0 . 0.67 R-0.0 SHOWER/TUB ENCLOSURES HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Gas 0.920 AFUE Attic R-4.2 0.830 AirCond 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 .60 50 R-12 SPECIAL FEATURES/REMARKS All Fenestration Products shall be Sierra Vinyl by Norco. The Great Room shall have Teton wood windows by Norco. .NOTE... Norco Vinyl are manufactured by Insulate Industries. ati_e�— [.:.:..�:+.''w.a•L.Y. � z� v :...:.. ,:S...e...a.r+u.c.....'su.. �•-. ..-...,.. >. ... -... ,. .. ..... c.w .... ..... ...,... .. ... p� Glazing Conduction ............... 4 ,...a.ws9�fMp . :�G;.a'•u+.jr daq,.—�... ...»+..i�'YA•Pl�wti...t... .a.t A s .wn•.wvv''. HVAC SIZING Infiltration ..................... Page 1 HVAC Project Title.......... The Miller Residence Date........ 05/16/94 Project Address........ Lot 5 Fourteen Mile House Forest Ranch Documentation Author... Marty Runnells Company ............... Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522 Compliance'Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Plan Check Date Field Check/ Date MICROPAS4 v4.02 File -94131S Wth-CTZ11S92 Program-HVAC,SIZING User#-MP1333 User -Energy Calculation Svcs. Run -2880 S.F Residence GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Tnside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range . ....... ..... Interior Shading Used...... Exterior'Shading Used. Overhang Shading Used...... Latent Load Fraction....... Description 2880 sf 28606 cf Front Facing 90 deg (E) PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 17474 5499 Glazing Conduction ............... 15389 8079 Glazing Solar .................... n/a 16465 Infiltration ..................... 16271 4909 Internal Gain .................... n/a 2100 Ducts ............................ 4913 3705 Sensible Load .................... 54047 40758 Latent Load ...................... n/a 8152 Minimum. Total Load 54047 48909 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. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District /CO A.P. Number Property Owner 16elV Property Location/Address Subdivison 14" A. Ir Residential Development Commercial/Industrial nenTRepresentative Jurisdiction 0 f Li 'pg MHI Units 0 New Building Department No. City ® County No. j Sq. Footage .2. O Addition (Group R) 0 Sq. Footage Addition '"', (Floor Plans reviewed by School District Personnel) (Including Exterior Roofed Areas) ) / (D Date District Identification No. School District certifies that <-z�, (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. 5%9- q9" / z by payment of $ 'T representing ff square feet School District Representative Paid by Check Number Bank Number Paid by Cash �6--.) Remarks: Date If, subsequent to -the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeformmkl (4/92) R, T wlt;5- navE 5 -rH— 7 rY oojl(16f F }Z VO /AUG Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. NOT COMPARM Wf"1 ORIGINAL DOCUMINT . The property described herein is adjacent to land or included9AA within an area zoned for agricultural purposes, and residents JULr�J of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and �94'-031725 fertilizers; and from the pursuit of agricultural operations -- --- - including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established 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: � 600 w ALA L) APW 5�&- dAto_ 00-7 t ti �% s� 3'� `f bi�. 3 moo,,, /t'a, `- r� �:3, f M. Date: s-, State of California County of &trx PROPERTY OWNERS: On .7 9 before me, nth i2 k • L.L.&6e e personally appeared 6-t e- &g n, -7L0 ' 1-4 i `//40C personally known to me (or proved to me on the basis of satisfactory evidence) .to be the person whose nameW(i�/ase. subscribed to the within i rument and acknowledged to. me that he/she/they executed the same i , 'r authorized capacityHes), and that b his 'r signature on the instrument, the person or the entity upon behalf of which the person(Aacted, qeFuted Ireinstrument. was sssss■,sss■ssesses■now a0 WITNESS my and official seal. ■ ■DEBRA L. CUFiLEE ■ NOTARY PUBLIC•CALIFORNIA ■ ■ v Butte County ■ ■ Signature Seal: ■ My Commission Expires Feb. 6, 1995 :' MUMMAMMUM A.P.1/ S6-DLJO`00'1 — Return to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT 94 - 3 1725 Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building I 94-0317251 permit. Rec Fee 6.00 1 Check 6.00 The property described herein is adjacent to land or included Recorded I within an area zoned for agricultural purposes, and residents Official Records I of this property may be subject to inconveniences or County of I discomfort arising from the use of agricultural chemicals, Butte I including, but not limited to herbicides, pesticides, and Candace J. Grubbs I fertilizers; and from the pursuit of agricultural operations Recorder I including, but not limited to cultivation, plowing, spraying, 10 : 52 a m 26 -Jul -94 I P U BL XX 1 pruning, and harvesting which occasionally generate ^ dust,smoke, noise, and odor. Butte County has established 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: I sp'i 1 UV ALA 1.7 At�f ho s&-a140-dd-7 Date: "7 - PROPERTY OWNERS: E V E nJ N F -)U A i I is IL State L - State of California ) County of . ) I On before me, _�� 1'J h.. personally appeared Ullo &9:!2/'Ie_ I Ilgl<, personally known to me (or proved to me on the basis of satisfactory evidence) to be the personk whose name) subscribed to the within instrument and acknowledged to me that he/she/they executed the same hQ94*PAleir authorized capacity(, and that b h�,=r signature on the instnunent, the person or the entity upon behalf of which the personal acted, a uted ent. 0 a a a ®ila ®a,n o® ozone we on NNIS a 0 WITNESS my and official seal. a a DEBRA L. CURLEE NOTARY PUBLIC -CALIFORNIA a a Butte County a Signature Seal: a My Commission Expires Feb. 6,1995 0 A.P. #��Pb-QLJQ-0O 1 -- END OF DOCUMENT 4-11 'A J ' M butte Counto L A N D O F N A T U R A L W E A L T H A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATE 5 �� TO: Lo 116FEe-6 060 LMm8'51?-- FAX NUMBER: 8L7J _ o/4-0 ATTENTION: REGARDING: A.P. NO. PERMIT NO. SUBJECT: M/LLETZ RES/D61VGE- SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK LIST TO FOLLOW REVIEW AND RESPOND ACCORDINGLY xFOR YOUR INFORMATION ONLY [kj OTHER: ZW7%£ COCINc )- tf&-4,01126-5 7707' 71;� D�SIG/U ANG/N� 2 e&711e!F- J 77'/E 7-RGdSS' 1>&--5/GiJ . Nc 1A/EE,CE(D 9 a&! D/NG 5 0 PLIF71LSOE / i4X f� 367- TO FL87,2- 7331 SINCERELY, QiO. HENRY, P.E. 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