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HomeMy WebLinkAbout040-140-0624 - l 9i Gus Gore & Sons N/S Durham -Gro. 1800'W.of Hwy 99E Dur Permi 3 8 ,M(new single fami, ) 40-14-;6(,X Permit #2524-80B,P,E,M(new single family)�A`n� 040-1-1114400-0-062 04-3476 Wei 792 DURHAM DAYTON HWY 1% Cont: OWNER CONV SF TO OFFICE RATEKIN FAMILY TRUST, JIM O uil(. Clot LZ 4'�WC � 79� 1 DURHAM 6kaa Cont: CONST FRAMING NEW COMM ®r mm_� wm 7-m �� ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.htmi NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number �,/� �/ :� Z/ District p� /L Z APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all.in accordance with County ordinances and general laws. All information except signature must be typed or legibly ranted. 1. Applicant's Name: 5fl1<It 94r %L -b la. Company Name: 2. Address: ZSSS ZAr1�LL4 �/ G Lo Ga, GtSGt2v 3. Phone: S,D - - S b 5z,v - (aZy - L4 I (os 4. Assessor's Parcel Number. cS�D - c - DMZ 5. Location of Work to Done�G Z 17u t2.1 •}•/��L ,rSr 4-� v l%Ll I21�-AM C G Cl �7 6. Applicant's Sig ture 7.ate: CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 2�SS �1`)�� -�-� �✓� ,. ., t t; D 0- 2� 10. Phone: �- q2- S h C `' ` 11. Fax: 12. Contractor's License N tuber. ��� 2� 13. Certificate of Insurance: Yes 2" NO: ❑ 14. Contractor's Sig t 14a. Date Signed: I5. Authorized Ag TYPE OF WORK TO BE DONE 16. Please Check: Er Sidewalk: ❑ Curb: El Gutter' 17. If Driveway List Type: 10.Z G 18.Other Work - Describe: 19. Plans Atta:hed: ❑ Yes ❑ No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ranted. 20. Conditions A? V Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 21. ❑ All work shall conform to accompanying: Detail ❑ Plans l"Special Conditions ❑ 22. Date IssuedExpiration Date: �- Z _ D 24. Surety: 25. Date Paid: U ^ Amon Paid: ee 27. Paid By: 28. Receipt No.: Mike Crump, Director of Public Works By' ForCounry 29. Final Ins i coon Date: I t 30. Inspec ed By 1t��► "•`� Comp eted - ❑ Completed - Not OK ❑ Addition omments Attached u:pony: 31. Comments: Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one week. Page 1 of 2 MASONRY WALLS N E S W 1st Lift Y. 2nd Lift 3rd Lift _ 4th Lift 5th Lift 6th Lift FIRE WALLS (Occupancy, Area, Property Gypsum Board 1st Layer 2nd Layer Walls Ceiling NOTES } r" COMMERCIAL 040-1-40-662 T ' —05-1015 RAT.EKIN FAMILY TRUST, JIM 792 .DURHAM DAYTON I]WY, DURHAM Cont: CONST FRAMING NEW COMM 6 q 2� L Q� I citt—F al'1' Pw/ I JOB FINALED (Date) 0 Signature 0 6JL " V=OK O = Not OK - = Not Applicable CO,MM&RCIAL ' =Not Reedy Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) _ Z g -Set ks-Easemen ts-Flood-Slope-Soil Report 46. Hangers -Post Caps -Anchors -Connectors tg., n; Soils-Ufer Ground.-Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice d Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. ' 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Fyrnf. Steel -Grade -Placement Wire Mesh B. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts Date - 6j -a) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 16' Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 19. Sinks -floor -Grease Trap 20. Handicap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Date 22. Fixture & Transformer Clearance -Ins. Protection 23. Single Phase -Three Phase -Equip. Bond 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. lyl 3 ire Wall Penetrations 73. Plb., Elec. & Mech. Equip. Listed for Location Date Card B-1 Date Card B-1 Date Card B-1 -Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. H.V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged: Gas -Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearing -Support Fix. 50, Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 54. Stairs: Width -Headroom -Rise -Run -Landing -Fire Protection 55, plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56- Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows 62. Corridors -Openings -Fire Protection -Framing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door. Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic 13 Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged: Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Certificate of OccuDancv (NOTE: An entry must be made each time you visit the job site) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT_ SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (530)538-7541 . CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under, permit number 05-10.18 for the following: Use Classification Truss Manufacturing ' Address or Location 741 Oroville Chico Highway, Durham, California Ct • Group: F-1 Occupancy, Type: III -NR Construction. It is hereby certified for the occupancy described above and may be occupied. 2%�"' •>w� Date. 10/18/2005 By Scott Rutherford Manager, Building Division FROM :NUBS iFAX NO. :345 5046 Oct. 12 2005 06:36AM _P2 � Curry Group 5 Inc. September 12, 2005 CGI: 05-1005.219 North Valley Building Systems Mr. Andy Wood No. 9 Three Sevens lane, Suite 5 Chico, California ,r- t ,SEP 2 4 2005 � a.- 'vz 1612 Wedding Way RrCICU119,'CA 96003 5:30-24.4-8277 "1:30-244-6276 PAY, wWw.(.'uri _y(-',roup.corrl Subject: High -Strength Bolting Special Inspection ;---- -- .Jim Ratekin Durham, CA Dear Mr. Wood: On September 9,. 2005 a Curry Group Inc, representative verified the tensioning df 1.96 3/4 -inch diameter ASTM A325 high-strength bolts at the referenced project site. Bolts and nuts were identified per the AISC Manual of Steel Construction. Tensioning was by the calibrated wrench method. Our representative calibrated the erectors tensioning procedures using three -bolt assemblages for each bolt length and diameter in our Skidmore Wilhelm Tension calibrator, Based on the calibration tests and our observations, to the best of our knowledge, the work was completed in accordance with the approved plans and specifications. Tensioning at the observed connections meet the minimum tension requirements of the Uniform Building Code. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. No warranty, either express or implied is made. If you should have any questions regarding this information or need further assistance, please contact Cliff Curry at (530) 244-6277 at your convenience. Regards, CURRYGROUP, INC. Michael Fork Data Analyst a FROM :NUBS FAX NO. :345 5046 ~i Oct. 12 2005 06:36AM P1 North Valley Building System: Inc. COMPLETE CONCRETE & -SUILUNG SERVICE No: 9 Three Sevens Lane, Sulfe 5 - Chico, Ca. 95973 Phone - (530) 345-7296 Fax - (530) 345-5046 To '� Date: Attn: Page: _ Of (CK') FAX COVER LETTER ( ) TRANSMITTAL Sent By: Y .. . f MEMORANDUM ; To: Butte County Building Department From:.Steve Fowler, Butte County Life Safety Officer Date: May 15, 2005 " Re: Tim Ratekin Truss Manufacturing Fire Dept. Plan Review The following are the fire department requirements for BP# 05-1018, AP # 040-140-062: 1. Fire extinguisher locations and types noted on plan. 2. Annexation to CSA 137 for pressurized water for fire protection (hydrants and fire sprinklers) not required due to hydrant within 300 feet of property. 3. Prior to constriction, provide an all weather access of at least 20 feet wide and, vertical clearance of 15 feet that will allow for ingress and egress and accommodate a 40,000 -pound fire apparatus to within 150 feet of all structures. BUTTE COUNTY DEPARTMENT OF DEVE4OPMJENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: ) 5 #: 7636 ( 538-7541E) (530) 891-2834 (CHICO) OFF PERMIT NO. BP051018 LICENSED CONTRACTORS DECLARATION fl hereby affirm under penalty of perjury that I am licensed under Issued Date: 08/09/2005 APN: 040-140-062-000 ovisions of Chapter 9 (commencing with Section 7000) of Division 3 of e Business and Professions Code, and my license is in full force and effect. 2 41" Z5l Site Address: 792 DURHAM DAYTON HWY DUR License Class : " License Number: Q / F G Map Index: > Date: (ZJ a / 0 Contractor: OWNER -BUILDER DECLARATION Description: COMMERCIAL METAL BLDG (15120) -NO I hereby affirm under penalty of perjury that I am exempt from the PLBG Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: RATEKIN FAMILY TRUST to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of JAMES AND DIANE RATEKIN TRUSTEES the Contractor's State License Law (Chapter 9 commencing with Section 66 HORSERUN LN 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any CHICO, CA 95928 violation of Section 7031.5 by any applicant for a permit subjects the 530-342-5844 applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not . intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: RATEKIN FAMILY TRUST owner of property who builds or improves thereon, and who does JAMES AND DIANE RATEKIN TRUSTEES such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 66 HORSERUN LN sale. If however, the building or improvements are sold within one CHICO, CA 95928 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 530-342-5844 sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' Slate License Law does not apply to an owner of property who builds or improves thereon, Contractor: CONSTRUCTION FRAMING SPECIALISTS and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code 2555 ZAN ELLA WAY Date: owner: SUITE A WORKERS' COMPENSATION DECLARATION 95928 i hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for License #: 449281 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit issued. Q I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of Engineer: the work for which this permit is issued. My workers' compensation g insurance carrier and policy number are: Carrier{�. �r� °`T �� u lij 3 1" OU C_ Policy #: 2 -7-Z ' a O o V 15120 S.F. Total Square Ft: ❑ 1 certify that in the performance of the work for which this permit is Valuation: $604,800.00 issued, I shall not employ any person in any manner so as to Census Code: become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' % compensation provisions of Section 3700 of the Labor Code, I shall Il/� forthwith complyrwith those provisions. Date: �~` Ap icanl: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor' code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is y issued unde a app " able ovisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resoluti;7A6 do work ' icate above o whi rees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Date: Name: By. _ PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the o er or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the subs Ince of any official form or docu nt of Butte County. I hereby authorize represT_-1' ves of Butte County to enter' upon the above mentioned property for inspection ur es. Print Name: M 1'—� L \LIN Signature. Lp Date: ❑ Owner /Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 05 4o l 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION E3ATA SHEET OWNER: ASSESSOR PARCEL NUMBER ID • 1 '�6 (v Proposed Building Use: \o' ,`�Yij^(1 ' Q i PB mit Technician: Date: r J �Q ALJ Items required in order to apply for a permit. All boxes MUST be cher edR marked NA in orde6)o apply - 1 . pply.1. Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C),Floor Plan, (D) Tie down or fnd plans, all in duplicate. 9. Metal bldgs: (A etal Bldg Plans, (B�Fnd plans and calcs in triplicate, (G Elevations in triplicate. (QyFloor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. r. . Letter of intent for non-residential buildings 12 azardous Material Form '%/a(,/a— CA 3. Acknowledgement of building permit application without required clearances. ❑ 14. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the foiiowing items.)�s- 15. Sanitation and site plan a proval om the Environ ental Health Depart ent i Chico ❑ roville, as applicable Na 16 Fire Sprinklers..PLe . ....8F.... o. c,�ir ..- ❑ 17. Agricultural Buffer clr and site plan ap from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... ❑ �( . Erosion Control Plan Required........................................................................ 20 Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 1. City of Chico Plumbing permit........................................................................ ❑ , 22. Site plan and business license approval from the City of Biggs .............................. California Department of Forestry plan approval ❑ paid. Sent by: ............ Planning approval for (A) Use: 4:�r (5Parking: Parcel Check:.... w l d Contact Land Development about i1mprovements, ✓Drainage ........................ 8-C8 NPDESForm........................................................................................... 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ Contractor's license information. (Number, Name Style, Classification) ................... 29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification ( _ Given to owner, _Mailed to owner) ..................... O 31. Letter of Signature authorization.................................................................... ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ......................... ❑ 36. Other: ❑ 37. Other: When issued Telephone ���' q4 and hold for pickup. I have been informed= the a ove items and requirements for obtaining a building permit. � ApplicantlQi t � Z1 Date: �/v 0� 1. Index permit a cation for the above items numbered: Plan Check Letter 2. Additionlitems required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed y: Date: Structural approved by. t Date: Note transfer by: Date: __ Yellow: Building Division E.H. USE ONLY 8102 Ran Attached • • -, Floor Plan Attached— , Sane to S.D. ! TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance )47LLk-Al DL&ZLI;r, � /fid dCo a Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: NkAOOC ZS AWS /fr/r/- L001811 N-816e—t: ok A�/T70rU�1, t� >�x>s,7�✓C� S�P�� SSS � = /.s- r�I�' si=r�JiS�� ,���tu�vr � ��..s-G�yt�y.�;G=l�� /z 2 hs— irr�4� i Environmental Health Specialist Date 8/96 COUNTY OAF -BUTp E DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE -(530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecountv.oet/dds OWNER �'%�i�7A Y PROPROSED BUILDING USE 1\1 k -pT G \� ,(MCA" I A�_,. $ Cp BUILDING PERMIT FEES 15 ) � �) -- Balance Due ..................... --- FEMA Flood elevation review ... $ -- Additional plan checking Fee.... $ SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ mts Commercial (sq. ftg.)..... C) X $0.03 = $455 - e'o0 Sq. g. 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per -dwelling) Zoning $ A. P. # -`N' DATE OS RECEIPT # DATE REC. I V ReeUD g!9/05 u os 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # i $200.00 (paid at Building Division) 560 b� 8. SMIP 9. OTHER 10. OTHER 11. OTHER At time of permit may be changeSk APPLI I was advised the above fees are required to be paid prior to issuance of the permit. These fees process. DATE Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 3/05) WA A 070_00� BUTTE COUNTY SCHOOLS IMPACT -FEE CERTIFICATION FORM (One form per I uildingj; School District Do r h n1 Building Department No. �� �7)1 A.P. Number 04 Jurisdiction: City N4 County Property Owner ��t �-� Property Location/Address r / j � l 1 t 1Qn bri m F Subdivision Lot No. Residential Development Q ....................................................................................... . Q Q Q € Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group, R) Units Installation Conversion Permit # .(No foundation inspection) :........................................................................................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial E126 Q Sq. Footage 115.190 New Addition (InGuding Exterior %Roofed Areas) �{ �7l —/Q ._ A Building Depiartment Represe , ative . Date District Identification No. Du Ieµ 0�> School District certifies tha('lon nfL'T/D? t�Rf}i� iN� S5�o o, Ac �sr (Applicant) -7Ra DUB-VWti 17AYVit 4wY 34a - (Street Address) (Phone Number) Du cZ4g 59 3 8' (City) (State) (Zip Code) has complied with the requirements of Resolution No. -Q, by payment of $ .S 3� G representing D square feet.B 2926 $ tULL MITIGATION $ LIF _ School District Representative Date Paid by Check # / 9.3 6 3 Remarks: Notice: You may protest the Imposition of the fees Identified above by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. if, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District Is notified by the applicable Local Planning Agency that this project Is being revbwed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitlpate Its Impact an the school district's schools. White (school district), Yellow (building department), Pink (applicant) feetorm.xls (3105W= 01%\, Department.. of Public Works C o u n t y o f B u t t e ° J. Michael Crump, Director LAND DEVELOPMENT DIVISION p Storm Water Management Program 7 County Center Drive Oroville, CA 95965 Q�CIC W�S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement %1 ACRE OR MORE1 Project Description:_ Tk-z" �% ���(�1 ��1.�t -1 Project Location and/or Parcel Number: c L4 o — —L 0 r 0 G Z -- By signing below, I, the project owner/owner's agent, certify. that this project will disturb 1 acre or more of land and that I, therefore, need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board and obtain a Waste Discharge Identification Number (WDID#). Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I will provide the issue date and the Waste Discharge Identification Number (WDID#) that is provided by the California Regional Water Quality Control Board for a Construction Storm Water Permit on this project: ❑ Date issued ❑ WDID# I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: 1 Date: , �—/- -Z, " P / ojr 1 Acre or more NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 10/13/04 M Butte COuniy Department Of Development Services o�Uf rico 7 County Center Drive Oroville, CA 95965 o (530) 538-7601 Telephone cOUN�y (530) 538-7785 Facsimile BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: 9 I need to submit applications for septic and/or well to Butte County Environmental Health immediately. • I ant required to bring the approved Environmental Health site plait and approved sanitation clearance to the Building Division as soon as clearance is obtained o I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from other regulatory entities that could prohibit issuance of the building_ permit or require submission of amended building glans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: � , Applicant Name: l C�1� ��-ti Building site address: 7792 Doke-IaAm t7^A_VM0 APN: 0 4 0- 14 0 O% Permit No.: 65. 1'O 1 � I have read, understood and accept the terms and conditions as expressed herein as indicated by my submi n of the above -referenced building permit application and my signature below: 2 RE OF APPLICANT DATE ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) -338-715,7 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/publicworks/forms.htmi 'NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 2016 Permit Number 0,,/� 4 .'Z q District p� /L � Z APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: lM Z,4 Iti" Ia. Company Name: to 2. Address: ZSSs Z�aN�LL4 1l G Lo Go. �sG12v 3. Phone: S 2, 0C, 5 z, v -X02 - L4 I S LJO 4. Assessor's Parcel NumberL� D- l D- D 402 5. Location of Work to Done 1%Ur,-►-4-AM (d. 6. Applicant's Sig re 7. ate: C)C CONTRACTOR'S INFORMATION 3. Contractor's Name l S 9. Address cl:S-23 10. Phone: J- 2- 5h 4 I I. Fax: 2"`i2 - -S; 12. Contractor's License N tuber:��� 2,� I 13. Certificate of Insurance: Yes e3 N0: ❑ 14. Contractor's Sig u . l 14a. Date Signed: 15. Authorized Ag TYPE OF WORKTO BE DONE 16. Please Check:17. Curb: E) Gutter: Sidewalk: El 17.If Driveway List Type: -C Z 18. Other Work - Describe: 19. Plans Attached: ❑ Yes ❑ No PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, 3ermission is hereby ranted. 20. Conditions , w, ss v V Jnderground Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 I. ❑ All work shall conform to accompanying: Detail ❑ Plans B"Special Conditions ❑ '.2. Date Issued -5— ,_ 5-- 23. Expiration Date: Z O 24. Surety: 15. Date Paid: y 7 1 Amount Paid- �v . 27. Paid By: /+FS C - 28. Receipt No.: / / 7, lJ 4ike Crump, Director of Public Works By: Aa/ .,, 29. Final Inspection Date: 30. Inspected By: ❑ Comp eted - - ❑ Completed — Not OK ❑ AdditionaKomments Attached L.._ 31. Comments: :ote: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one week. Page I of 2 j r. BUTTE COUNTY ENVIRONMENTAL HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMISSIONS QUESTIONNAIRE (A BUILDING PERMIT CANNOT BE APPROVED WITHOUT THIS COMPLETED FORM) PROJECT ADDRESS I q Z i71y1ztA w nftI'0►) A.P. # 6!J Q — 1y'l1- Q(pZ BLDG. PERMIT # __l_5 FIRM NAMEC0f�JSVZ&XM1Q1J �flJ>/Lt.r(s, �Jp '��/SrL1yIS ADDRESS -rte, 17 U CITY, STATE, ZIP_VV,fflAAA/N CA q�I NATURE OF BUSINESS U N CONTACT PERSON M IJ PHONE NUMBER Zi�L-S i 1. Does your business or that of your tenants handle, store, or transport hazardous materials? NO (V< YES ( ) NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or the environment. "HAZARDOUS MATERIALS" include, but are not limited to: hazardous chemicals, hazardous waste, paints, As, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle, store, or transport 55 gallons, 500 pounds, or 200 cubi feet (at standard temperature or pressure), of formulation containing hazardous material? NO (y) YES ( ) If you answer YES to 1 or 2, contact the Butte County Environmental Health Department at (530) 891-2727 for a review of the project. 3. Is the business/facility/ ation to be located within 1,000 feet of the outer boundary of a school or a school site? NO (7YES ( ) - IF YES, Name of school: 4. Does the business/facility/operation have the potential to t any air pollutants: e.g. dust, soot, odors, fumes, vapors, or other volatile compounds? NO ( ) YES (z IF YES, contact the Butte County Air Quality Management District at (530) 891-2882 for permit requirements. Owner or Authorized Company Representative tM F4 �i Date BCEHD BCAQMD ❑ The applicant has met or is meeting the applicable requirements of Section 25505, 25533, and 25534 of the Health and. Safety Code and the requirements for a permit from the Butte County Air Quality Management District. The above regulations DO NOT apply to this facility. BCEHD Signature BCAQMD Signatu Date re Date 03/02 White -Bldg. Div. Yellow-BCEHD Pink-BCAQMD Goldenrod -Fire Dept. Butte County AIR QUALITY MANAGEMENT DISTRICT IV 2525 DONIINIC DRE, SUITE J &CO, CALIFORNIA 95928 TELEPHONE: (530) 891-2882. FAX: (530) 891-2878 PERMIT APPLICATION 7 Permit To Operate eAuthority to Construct 7 Transfer of Ownership O Expzdited Authority to Construct Application No. PI F.4 CF 7"YPF nR PRINT) 1. ADPL A:�fT Name Mailina Address: 2.G GG !1- L� 2 Phone 2. EQUIPMENT LOCATION Name Street Address: G �G61Phone 3. ONVNER/OPERATOR Name Mailina Address: Phone 1. CONTRACTOR Name Mailing Address: Dia fo 20 bb t'oii Phone /S28_ S TYPE OF EQUIPINIENT, PROCESS and AIR POLLUTION CONTROL EQUIPMENT: 0Ifr4-1 PIF Provide Supplementary Information as indicated on any attachment(s) included by the AQMD. Is the business/facility/operation located within 1,000 feet of the outer boundary of a school or school site? O Yes O No i5., Are all major stationary sources (emissions >25 tons per year) owned or operated by applicant in California in compliance with all air pollution rules and regulations? Yes ?No ? N/A ? If not in compliance above, is (are) -the source(s) on a schedule for compliance with all applicable emission limitations and standards? Yes ?No ? N/A ? 1. Filing fees are assessed pursuant to Rule 500 of the AQMD Rules and Regulations and are payable when filing an application: O Expedited Authority to Construct: Application Filing Fee: $65.00 O Transfer of Ownership: Application Filing Fee: $50.00 O ',Authority to Construct: Application Filing Fee: O Permit to Operate: Annual Permit Fee: $65.00 iditional Authority to Construct and Expedited Authority to Construct fees will be assessed at the time of permit issuance. 1 fees are non-refundable. is a violation of District rules to locate process or air pollution control equipment at the proposed construction site without st obtaining a valid Authority to Construct Permit, or other form of written authorization, from the Air Pollution Control :Ttcer. (P =� Title— ceipt No -, mn Date Received Date S ^ S - os Amount Received zrm 0,5A18/2005 12:56 5308912878 2525 Dombx(c Drive, Suite J Odco, CA 95928 (530) 891-2882 (570) 891-2878 Fax BUTTE CO AIR. QUALITY I Fax Memorandum Date: May 18, 2005 To: Jim Ratekin, CFS From: David J. Lusk Fax #: 342-5845 # of Pages: 4 (Including cover sheet) RE: Draft Permit for Authority to Construct PAGE 01 W. James Wagoner Air Pollution Control Off -Icer Robert McLsughlin Asst Air Pollution Control Officer Jim, Please find attached the draft permit as Z mentioned. I hope to issue early next h•eek. A/C permits are good for 1 year but only become effective after the established fees are paid. Since our fee Rule 500 does not have a category for "Wood Framing Manufacturing", I'll have to ask Mr. McLaughlin which category is applicable and that information will be explained in the issuance letter. Please review the draft permit and let me know if you have any questions or concerns. David w 2525 Dominic Driva, Suite J ♦ Chico, CA 95928 05;18/2005 12:56 5308912878 BUTTE CO AIR, QUALITY PAGE 02 G l BUTTE COUNTY AIR. QUALITY MANAGEMENT DISTRICT 2525 DOMINIC DRIYE, SUITE J CHICO, CALIFORNIA 95928 ' TELEPHONE: (530) 891.2882 FAX: (530) 891-2878 .AUTHORITY TO CONSTRUCT PERMT NO. CFS -05 -01 -AC IS HEREBY GRANTED TO Construction Framing Specialists 792 Durham Dayton Highway Durham, CA 95938 FOR THE EQUIPMENT LISTED BELOW - Wood Processing Equipment One (1) Crosscut Saw with One (1) Dust Technology Model DT -75 Ragfilter System SUBJECT TO THE FOLLOWING CONDITIONS GENERAL CONDITIONS 1. An Authority to Construct Permit and/or permit to Operate is required before any person, including any J' contractor or subcontractor, builds, erects, alters or replaces any article, machine, equipment or other contrivance, the use of which may cause the issuance of air contaminants or the use of which may eliminate or reduce or control the issuance of air contaminants, including any soil or water contamination or remediation activity that has the potential to. emit any air contaminant. 2. Operation of this equipment listed on this permit must be conducted in compliance with all data and specifications submitted with the application under which this permit is issued unless otherwise noted below. 3. This Authority to Construct shall be posted in a conspicuous location at the site and shall be presented to the Air Pollution Control Officer (APCO), or his appointed representative, upon request. 4- This Authority to Construct permit shall be valid from the effective date pursuant to condition #11, until a permit to operate for the equipment for wbicb the application was filed is granted -or denied or the application is canceled. In the event a permit to operate is not issued within one (1) year from the effective date of this permit, the permit to operate shall be deemed denied. Notwithstanding, upon written request to the APCO, this, Authority to Construct pemiit may be extended by written authorization of the APCO. 5. The APCO shall be notified twenty-four (24) hours prior to the commencement of the permitted activity, to r aLow• for an inspection to determine if the equipment has been constructed according to the design specifications ' submitted and approved by the APCO. Permission to operate will be granted upon demonstration that the system is in operation and in compliance with the Butte County Air Quality Management District (District) Rules and Regulations, and has been constructed in full compliance with all conditions specified herein and all other applicable requirements. 6. Acceptance of this permit is deemed acceptance of all conditions as set forth herein. Failure to comply with any condition of this permit or the Rules and Regulations of the District or State law is grounds for revocation of this per -Tait. 7. Any violation of any condition of this permit is a violation of District Rules and Regulations and State law REVOCABLE AND NON-TRAINSFERABLE 95,418/2005 12:56 5308912878 BUTTE CO AIP. QUALITY PAGE 03 PAGE 2 OF 3 PERMIT NO. CF&05-02-;kC DATE: 5-13-05 8. This permit may be amended in writing at any time by the APCO, with or without cause, to ensure compliance of this facility, or to mitigaw or abate any public nuisance; such amendments may include, but are not limited to, requirements for additional operating conditions, testing, data collection, reporting or otaer conditions deemed necessary by the APCO,to ensure compliance with District Rules and Regulations or State law. 9. This permit is not transferable from one location to ariother, from one piece of equipment to another, or from one person to another without prior written consent from the APCO. A transfer of ownership shall be granted as authorized pursuant to Condition #12 of this permit. 10. If any provision or condition of this permit is found invalid, such funding shall not affect the validity or enforcement of the remaining provisions. 11. This permit is only effective upon payment of the Authority to Construct fees assessod in accordance with District Rule 500. Upon issuance of a permit to operate, the person to whom this permit is issued shall be responsible for payment of the annual permit renewal fees. I2. In the event a new owner or operator assumes the control of the subject facility, the APCO shall be notified of such transfer by the submittal of a written request for transfer of this petvtit by the new owner or operator within thirty —(30) days of the transfer. 13. The permit holder shall comply with at applicable requirements of the Air Toxics -'Hot Spots" Information and Assessment Act of 1987 (AB2588), pursuant to California Health and Safety Code Section 44300et.scq. 14. The "Right of Entry", as delineated by the California Health & Safety Code Section 41510 of Division 26, shall apply at all times, and during any time when the equipment is in operation, and during reasonable daylight hours when the equipment is not in operation. OPERATIONAL CONDITIONS 15. The facility to which this permit is issued is strictly liable for assuring that the operating staff are advised and familiar with all conditions contained in the permit. 16. Permit requirements apply to the facility owner and/or operator(s) and any contractor or subcontractor performing any activity authorized under this permit. Any person(s), including coatractor(s) and/or subcontractor(s), not in compliance with the applicable permit requirements are in violation of State and local laws and subject to appropriate civil and criminal penalties. The facility owner and/or operator, and all contractor(s) or subcontractor(s) are strictly liable for the actions and violations of their employee(s). Any violation committed by a contractor or subcontractor shall be considered a -violation by the facility owner and/or operator, and the contractor and/or any subcontractor(s). 17. The physical integrity of all process and air pollution control equipment shall be maintained as necessary to ensure compliance with District Regulations and emission limitations set forth in the permit. 18. Modification or alteration of the equipment or operations described in this permit, including a change in the method of operation or a change in location, may occur only when approved in writing by the APCO prior to the implementation of such modification or change. For the purposes of this condition, the term "modification" shall be defined as set forth in District Rule 430. Unless otherwise specified by the . PCO in writing, any and all alterations shall require submittal and approval of an Authority to Construct permit application. 19. The APCO shall be notified immediately, and in no event later than two (2) hours from the time of discovery, of any upset or breakdown or malfunction which occurs with the equipment under permit, or emissions exceeding any of the limits established in District Rules and Regulations or the level of emissions for which a permit or variance was granted. Excess emiissions shall be reported in accordance with the requirements of District Rule 266 and failure to do so constitutes a willful violation of Dist_ict Rules. 20. Upon detection, an upset or breakdown condition, which causes or may cause a violation of the emissions limitations as set forth in District Rules, or as a condition of this permit, shall be corrected immediately. In the event that corrective action cannot remedy the emissions violation, the operation of the subject equipment shall be terminated. 2 L. The APCO shall be provided, upon request, with any and all emissions related data coil ted as a result of the permitted acti%ity, including data collected or obtained as required by Other regulatory a REVOCABLE A_r'D NODI-TRYSFERABL1r :K 051'18/2005 12:56 5308912878 BUTTE CO AIR. QUALITY PAGE 04 PAGE 3 OF 3 PERMIT n0. CFS-,05-02-F.iC DATE: 5-13-05 t � 22. The facility shall maintain the permiat-d equipment in compliance with federl1�fl St Occupational Safety and Health Administration requirements so as to ensure the health and safety of I3istrict representatives performing a site inspection. 23. The facility shall maintain a: least two (2) replacement filter bags, in good repair, on -sit: as spare parts invzntory. FUGITIVE EMISSIONS CONDITIONS 24. All transfer of wood waste or similar materials shall be constructed in such a manner as to minimize fugitive - emissions. 25. Fugitive emissions shall be controlled at all times such that a public nuisance is not created at any point beyond the plant property lines. 26. All unpaved roadways and work areas shall have water or other dust surfactant applied as needed to abate dust emissions caused by wind, vehicles, or equipment. 27. All outside surfaces, including, but not limited to, the main building, collection devices, bins, roof ops, road areas, etc., shall be cleaned weekly or more frequently as necessary to prevent the buildup of wood dust or any fugitive emissions. E-NIISSION LIMITATION CONDITIONS 28. The equipment emissions shall not exceed 40% opacity (Ringelmann #2) for a period or periods aggregating more than three (3) minutes in any one (1) hour. 29. In order to avoid the need to comply with requirements under Title V of the Federal Clean Air Act, the following limitations shall apply. The sunt of the actual emissions from each emissions unit .at the, stationary source, for Bach regulated air pollutant, as defined in District Rule 1101, except Hazardous Air Pollutant, (HAP), shall not exceed 25 tons per calendar year. The sum of the actual emissions of HAP from all emissions units at the stationary source shall not exceed 5 tons per calendar year of a single HAP or 12.5 tons per year of two or more HAPS. 30. Notwithstanding the requirements above, for compliance with the requirements of District Rule 430, the sum of the Potential(s). to Emit from all emissions unit(s) at the stationary source. of non -attainment pollutants or their precursors shall lot exceed 25 tons per calendar year. RECORD KEEPLNG REQUIREMENTS 31. The source shall designate a responsible person to certify that District -requested production and throughput data is accurate and timely. 32. The permit holder shall maintain adequate production records to verify the actual air emissions of each regulated air pollutant. At the request of the APCO, such records may include, but not be limited to, a monthly log of operating hours, each raw material or fuel used and its amount, each product produced and its amount, and purchase orders, invoices and other documents to support the information recorded in the monthly log. Production records shall be maintained on-site for a period of 5 years, shall be submitted to the APCO on an annual basis; and shall also be made available for inspection within 24 hours of request by the APCO, or his designated representative. 33. Annually, within thirty (30) days after the first day of each year, the permit holder shall provide the APCO with any and all production information requested by APCO, and upon request, provide a written summary of any j and all equipment malfunctions (upset or breakdown conditions) that may have resulted in an increase in .air ' emissions during the previous calendar year: The annual operating summrary shall itemize equipment upset or breakdown conditions by the date, time and duration of the upset or breakdown condition, and shall also include the estimated emission release of primary air pollutants. Erd of Perrtut W. James Wagoner Al[It PoI LUTIq,? eN74I EEZ�ER y:`� REVOCABLE AND NOi\-TRANSFERABLE 05„04/2005 14:40 17195285444 THE FITZGERALD GkUUF' AFR-22-05 FRI 5:48 Ph' CPS FAX NO. 5303-125845 F. 3 Jf SUPPLFAIF TALINFOR,NIA'I'ION: BA.GI:TOUSE Submit the following information with your application for an authority to construcr LoCATio-- The drawing or sketch submitted mast shcti�' tiro Ni following: a. The property involved, Nrith outlines and heights of all buildings. ;deatifi° proparty lire.-, pla.irly. b. Location and identification of each piece of equipment tic baghouse is t« serve. c. Location of the baghouse and associated ductwork. Include the ou�ines of the faker, units, pre - cleaners. and any equipment the exhaust system is to serve. 2. QV OF A— The followiulg information and drawings must be submit ed: a. Make, model, size, type and capacity of the bagk"e. 0ec';C-1 b. All data and calculations used in choosing or designing the bash. e. Describe the means of disposal of the collected air contaminants. d. Expected temperature of gases/air entering the filter units.— 5� ,4,+ 43 X 1,Q 7_7E1*11 C. Expected efficiency of the baghouse in controlling the tapas of air eoptnminents involved. Supply datatosubstantiate._ (.)VXO o.v.Cy r'o (5�4A,4N h71nAr- mG 7;11 W f. State pressure drop (inches of water) across the unit at design conditions, — fz, 13x 4,wX g. Specify materials from which filter cloths are to be trade. Stare legal Vexing Rrca. Sta;c the ¢i; to cloth ratio. Y1, 6J rot h. Describe bag cleaning procedure, inelvding the means used for preventing losses when cleaning' or emptying the filter units. i. Show locations of all fans or blowers. Include the following specifcat:otts for .faze and niotor: Or -%S WFan: Make, nwdel and -size. State volume of air (cubpar anint:tz) to he handled. Motor: Specify horsepower. j. Submit the baghouse manufacturer's catalog or specifications. DO a. Provide estimates of pollutant conceiltrations and mass emission rates f, -Ir poLtrtants liatecl' it: c. below, from cacti emissions unit or air pollution cortrol device. FiiQitive etnissio.as fi:1-11 uncontrolled sources should Aso be quantified. b. State any combustion modifications or contlol devices employed tc redtice e:;tissions. State estimated reduction. Mae I Mark ja*em rd: 05/:94%2005 14:40 17195285444 THE FITZGERALD GROUP PAGE 03 A°R-22-05 FRI 5:4° .M CSS FAX h0. 530342586 i k• C. $cst Available Control Technology (BACT) is required if the potmticl 10 eutit exceeds one or more of the following limitations on a daily basis: rr r Particulate Matter (.OM- 10) 80 Nitrogen Oxides SO Sulfur Oxides 80 Reactive Organic Compounds 50 Carbon Monoxide 500 lb/day lb/day lb/day lb/day, of lb/day 4. 5`_Q�iZ4CF a. Specify the materials processed through the baghousc. (VooD AA b. Specify process rate of materials entering the baghouse in 1bs/hr cx grairtJdscf. /M. 1 S ;9 5//.o nTl. c. State baghouse operation time in brs/day, dayseek, RcS�lyr, d. Show the flow of materials either or, a separate flow diagram or on the accompanying drawutgs. After an authority to construct is granted for any equipment. aherations fron► the approved plus are not pcnnissible without first securing additional approval for the chaagrs from the .,kir Uolhttion Corttoi Officer. Further information or clarification concerning permits can be obtained ny callirt?, (530) 891•28$2- .I ,,, TeX Mat Rmady. %lnxce 05164/2005 14:40 17195285444 r ' "bust Technology, Inc. r ski l w THE FITZGERALD GROUP PAGE 07 Page 1 of 1 WWW.DUSTTECH. Self Contained Internal Return Dust Collection Systems 100 % American Made I Horse THE BEANE BAG: A totally new and patented concept in filter fabrics for dust collector baahouse systems. Energy efficient ... 1 Calkee:or htoiFets cost efficient ..• Beane Bag fabrics are designed to decrease I Slower Fans airflow resistance. That means increased airflow, increased dust lower drop differentials. pickup, and significantly pressure Spare. Parte HIGHLY EFFICIENT: The Beane Bag can save You time and I Compare Collectors money from the very Start. Installation Is quick and simple. And seamless bag means no seams to lie up, banana -shaped bags, Compare DT iftdsUand a perfect seal every time with either snap ring or clamp on type bags. Beane fitter fatrric And the Beane Bag is even more efficient after installation. f C7nlact U5 Researchers have found that the Beane Bag has an average efficiency of 98%, compared to 94010 on i standard filter bag. Wartln'IY Improved airflow combines with effective bag -cleaning to lower pressure drop ratings, lower air resistance, and reduced energy costs. FIGHTS STATIC: If you're working with combustible dusts or powders, uncontrolled electrostatic buildup could result in fire or , explosion. Antistatic Beane Bag fabric helps control this threat by constantly drawing off Static charges to the ground. More Beane Bag has effective than a single -wore ground, the Antistatic conductive fibers knitted into the fabric. in addition, thn Antistatic Beane Bag fabric helps combat static cling and serious dust hang- ups. That's practicality with a plus. Before Aftrr Increase ... Air Flow Capacity Dust Pick-up Vacuum Dust/Air To Cloth Ratio System Efficiency Ease of Installation Reduce ... a + ^ High Pressure Drops Fan Energy Consumption Compressed Air Consumption Operational Costs Ty_!Cai manorneter fr=S`.ur�! f'o: Maintenance Costs r.,_ad.ngs re.•nre ;Ind a`ter 9ea11? Eag" lr;.ranaoo� Dust Technology, Inc. USA Phone SC�j-327.-0070 — USA Fax 3E -..7 0071 email — mail d.urt ech,eom h tt-n • /,'www. dusttec h • co rn/b eanc. In tm l Dust Technology announces the addition of fin boxes to our vas' ,)rray of products Take a look here. 514/2005 05104/2005 14:40 17195285444 Dust Technology, Inc. ECHN T T IHome Collector Nkt dels I Blower Fans ISpare Parts ICompare Cailectocs Com ciare 0T Models Scone filter Fabric I Contact Us 1 Warrankt'J DUST TECHNOLOGY 100% American Made THE FITZGERALD GROUP PAGE 06 Pagc 1 of 1 WWbV.DU 5TTE CH. Self Contained Internal Return Dust Collection Sy5terrrs 100 % American Made We. install Bald—o-fectric Motors, We provide a two year comprehensive warranty Member WMMA Heavy 11 gauge steel construction Dynamically "dual plain" balanced sand cast poured aluminum high quallty impeller fan blade Adjusr,)ble height strong leg sysl'em Easy access to the Impeller housing Unique baffling system that allows III lower collection bags to fill evenly Patented "BEAN);" fabric upper filter bags for high quality filtration Properly sized upper filter bags for excellent cloth to air ratio Single phase is available for our 3 hp, 5 hp, 7.5 hp and 10 hp models Dust Technology, Inc. USA Phone 800-322-007:1 — USA Fax email — mail(ndu5ttech.Ccm httr)://w-ww.dusttech.com/compa.re.html THE COMPETITION Other competitive machines are assembled in the US using foreign components They use motors frorn American companies however they are lower quality imported models that are not cov=red by a Full two year warranty Are they a member of a nationally recognized group of duality manufacturers? Competitors use a lighter grade of steel Die cast aluminum fan that is not as strong and does not last under heavy use. Or a steel fan that could create sparks---- Fixed parks•-`fixed leg system only Eight bolts to remove housing door NO baffling system. Bags cannot fill evenly, more labor needed to maintain Conventional woven bags made from standard cloth cotton fabric Cloth to air ratio that Is less than required Limited single phase availability 5/4/2005 95/04/2005 14:40 17195285444 Dust Technology, Inc. 'i Cloth Filter bags 3 Plastic collection F)a!;ls .3 Double "T" bolt strins 3 Quick release ryieui: Straps Internal return feciturc. that - reduces heat loss to zero Impeller housing latch .-,ytein Unique haffl;nq for even bag fillinq 11 Posirlon heialit a.d:,.j1.U-nent systein Three year coin 1) relien sive wrirrinty Inlet Diameter 12" Storage Capacity 15 RCer irca 99 CFM 345,0 Amps 2-30 single phase 41.0 Amps, 208 three phPwje 20.5 Amps 230 three phose. 13.01 Amps 460 three pNi.-ict 9.0 1-lelght Wiclrh 2.3.5" Length .107.5' Height /36" (from floor to coir cpening) 75.25" Net Weight 750 I bs Crated weigh, 850 lbs please call our office for pricing rfiiqrtt-(,h.cnm/dt75.htn!1 THE FITZGERALD GROUP PAGE 05 Noe I of I Model DT -75 D- 5/4/2005 05/64/2005 14:40 17195285444 THE FITZGERALD GROUP r:aut uo Page 1 of 2 Dust Technology, inc. , ice �4' "T".i T MP -j= . .�-- a -P F, WWW.DU STTE CH. Self Contained Internal Return dust Collection Systems 100' American Made 1Home WARRANTY Colfector Models Dust Technology, InC. warrants it's equipment to be free of and materials for a period of eh years Blower Fans defects in workmanship Ie mps 3s from the date of installation, except for (A) bags, & (B) Electric Motors are warranted Spare Parts . these are wear out Items. Baldor of 3 (three) years from the (late of shipment from our Irompare Collecters for a period factory, switches are covered for a period of 90 days from All cWlms under this warranty must be made, in 1 Compare OT Models shipment. writing, to Dust Technology, Inc. customer se,riCeartme will ntr having the unit repaired. Dust Technology, Inc Beane Filter fabric prior to absorb any cost for repairs made without prior approval- Upon from Dust Technology, Inc•, the ICon-tact .Us receipt of written authorization equipment claimed to be defective must be returned freight prepaid or repaired by an authorized representative. Dust IWarranly/ Technology, Inc. will repair, or at it's option, replace any will return the repaired equipment.or defective components, and it's replacement without charge. This warranty does not extend to neglect, accident, equipment that has been subject to misuse, mainten2.nc e and./obe improper installation or improper , in any I rmalblefor Dust Technology, Inc. shall notevent, wear. any accidental or consequential damages associated with machine usage. Duct Technology, Inc.'will ship replacement parts Ander this transportation only. Any warranty at its expense by surface service or different method special handling, express or expedited shall only be provided at the request of, ;and at of transportation the expense of, the ultimate purchaser/user of the goods. Dust Technology, Inc. assumes no obligation under this warranty which have been for the repair or replacement of any goods misuse, failure to properly maintain, damage subject to abuse, from external source, or repair attempts by persons not authorized by Dust Technology, Inc. Dust Technology, Inc. will accept returns ror items purchased as follows: • Goods must be shipped "Prepaid" and be in new, unused condition. • All items being returned will be subiect to a 201/0 return/restocking fee. • Credit for any return will be Issued to the original buyer. only. 'I Credit will be issued only after inspection and receipt' of the returned items at our facility. Dust 7echnclogy, rnc. USA Phone S !� ;� -�USA r ax 7 i1 Dust TechnologY announcesthe addition of fan boxes to our vas' array of products Take a look here. . •, 5!4.'2005 http:, /www•-dUsttech.COM!wa.rranty..h trnl is �'�9 :1 H A � i 1� i i m .m A i O m �•3 -C4�'3 p R t c - J y� 'G! sJ is 1 s. I 7 a�L. ■ i m.`'.Jd 1., m m®■ a 'J ■ �.. v JJJa■<. Js .:.::.. �I R t �a'k �1• `rte -zl e' � : P �f. - 1 m < �., rte. � e,",ae... •, 37 �• �' �'c�- -; B D 4a9 . � � 5 � .r �t � �• 3�Y r y �S� K 7 Fit ' > t l 4a9 . � � 5 � GEOTECHNICAL -' INVESTIGATION REPORT PROPOSED COMMERCIAL BUILDING prepared by: 1 , BROWN & MILLS, INC, GEOTECHNICALAND ENVIRONMENTAL CONSULTANTS I• CONSTRUCTION MATERIALS TESTING BROWN & MILLS. INC. GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS M CONSTRUCTION MATERIALS TESTING February 21, 2005 BMI Project No. 05S-021 Mr. Jim Ratekin Construction Framing Specialist 2555 Zanella Way Chico, California 95928 Subject: Geotechnical Investigation Proposed Commercial Building Durham -Peutz Road Butte County, California Dear Mr. Ratekin: Brown & Mills is pleased to present the attached geotechnical investigation report for a proposed commercial building to be located northeast of Durham -Peutz Road (and west of Highway 99) in Butte County, California. Based on the results of ' our investigation, it is our professional opinion the site may be developed for the proposed commercial building generally using conventional grading and foundation construction techniques. However, due to certain site conditions identified by our field exploration and/or laboratory testing programs, special design and/or construction provisions may be required for some project features: A brief summary of these conditions is provided below. ► Moderately -weathered, moderately -strong -to -strong volcanic conglomerate rock was initially encountered in the test pits performed for this investigation at depths as shallow as one foot below existing site grade. Further, backhoe refusal on this rock occurred in the test pits at depths of about 3 to 3-1/2 feet below existing site grade. Though rock encountered could be excavated to shallow depths, we anticipate deeper excavations (or excavations which encounter zones of less -weathered rock) may be difficult (or require excessive time) to advance with a conventional backhoe (such as a Case 580 or equivalent). Therefore, within deeper excavations (or excavations which encounter less - weathered rock), a large track -mounted excavator (such as a Caterpillar 320 or equivalent), possibly equipped with a single ripper tooth and/or a hydraulic percussion hammer, may be required to advance (or facilitate) these excavations. 9940 Business Park Drive, Suite 140, Sacramento, California 95827 Phone (916)362-5541 FAX (916)362-3454 February 21, 2005 BMI Project No. 05S-021 ► Excavations required for general site grading are anticipated to be possible over a majority of the site and to a depth of about 3 feet below existing site grade using heavy earthwork equipment (such as a Caterpillar D8 or equivalent). However, where rock is encountered, initial ripping may be required to facilitate removal of these materials. ► In addition to possible excavation difficulties, perched water may develop above on-site rock subsequent to wet weather. The presence of perched groundwater could hinder trenching and/or earthwork operations, requiring temporary dewatering to facilitate some trench and/or deeper earthwork excavations. ► . The presence of shallow perched water may also adversely impact post -construction project improvements, such as pavements or other features sensitive to the nearby presence of subsurface water. In general, surface drainage provisions (such as grading the site to facilitate surface water runoff away from foundation areas and pavement edges) can reduce the amount of perched water present. However,' depending on the nature of site grading, it may also be necessary to install trench drains. Typically, such drains would placed between planned pavements, structures, or other features sensitive to the nearby presence of water and areas of uncontrolled surface drainage and/or which are topographically elevated. Since it currently is not possible where these conditions may occur, -we recommend the location and design of these drains (if any) be evaluated by the project Geotechnical Engineer once final grading plans have been completed or at the time of construction. ► On-site rock may require special handling and/or processing to reduce the size of the excavated material and meet the requirements provided herein for engineered fill (i.e., engineered fill should be generally less than 3 inches in maximum dimension). In order to use on-site rock for engineered fill, we recommend these materials either be: (1) processed (i.e.; pulverized) with heavy equipment to reduce individual rock fragments to generally less than about 3 inches 'in maximum dimension; or (2) screened, raked, or selectively processed to remove individual rock fragments more than about 3 inches in maximum dimension. In general, we recommend all rock in excess of about 3 inches in maximum dimension be disposed of off-site or outside the construction limits. ► In addition to special handling and or processing procedures to meet the requirements provided herein for engineered fill, rock removed from some utility excavations may not meet the size requirements provided herein for trench backfill. Therefore, we anticipate rock materials excavated from some utility trenches will need to be selectively removed, disposed of off-site or outside the construction limits, and replaced with imported materials or finer -grained on-site soils. ii lY�� February 21, 2005 BMI.Project No. 05S-021 ► Near -surface clay soils encountered across the site and to depths of about 1 to 1 -1/2 -feet below existing site grade appear to be moderately expansive. Expansive soils are characterized by their ability to undergo significant volume change (shrink or swell) due to variations in moisture content. Though several options are available to reduce the expansion potential of on-site soils and/or limit the potential for structural distress, we anticipate the most viable option for this project would be to increase subgrade soil moisture contents by ponding or sprinkling .(presoaking) with water, limit seasonal variations in moisture content of foundation and slab subgrade soils, and strengthen foundations and slabs supported -on -grade to resist uplift pressures associated with expansive subgrade soils. Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the following report. We appreciate.the opportunity of providing our services for this project. If you have questions regarding this report, or if we may be of further assistance, please contact the undersigned. Sincerely, Brown & Mills, Inc. R. )nth Principal cc: Client (4 bound copies) VW � a boa ■N 9 TABLE OF CONTENTS INTRODUCTION .............................................. 1 GENERAL............................................... 1 PROPOSED CONSTRUCTION ................................. 1 SCOPE OF SERVICES ...................................... 2 FIELD INVESTIGATION ......................................... 2 LABORATORY TESTING ....................................... 3 SITE CONDITIONS ........................................... 3 SURFACE .................... I.......................... 3 SUBSURFACE ............................................ 3 CONCLUSIONS 'AND RECOMMENDATIONS ... .. . ........ . . ..... .... 5 GENERAL .............................................. 5 ON-SITE ROCK .................................. 7 EXPANSIVE SOIL..... ........................... ....... 8 SURFACE DRAINAGE ..................................... 10 SUBSURFACE DRAINAGE .............................. I.... 10 SITE PREPARATION ........................ 10 TEMPORARY DEWATERING ................................ 12 TEMPORARY EXCAVATIONS .............. 13 ENGINEERED FILL ....................................... 14 TRENCH BACKFILL ...................................... 17 FOUNDATIONS ......................................... 18 INTERIOR CONCRETE FLOOR SLABS SUPPORTED -ON -GRADE ......... 20 EXTERIOR CONCRETE SLABS SUPPORTED -ON -GRADE .............. 23 PAVEMENTS - ASPHALT CONCRETE .......................... 25 ADDITIONAL SERVICES .. .. . ...... ... ... . . .... ... . . ..... ... 27 LIMITATIONS ............................................ 27 PLATES 1 THROUGH 8 11r1A� 0 GEOTECHNICAL INVESTIGATION REPORT PROPOSED COMMERCIAL BUILDING DURHAM-PENTZ ROAD BUTTE COUNTY, CALIFORNIA INTRODUCTION GENERAL This report presents the results of our geotechnical investigation for a proposed commercial building to be located northeast of Durham-Penrz Road (and west of Highway 99) in Butte County, California. The purpose of our investigation was to explore and evaluate site subsurface conditions in order to develop recommendations related to the geotechnical aspects of project design and construction. The approximate site location relative to existing topographic featdres and roads is shown on Plate 1. PROPOSED CONSTRUCTION We understand the proposed project will involve construction of a one-story commercial building. In general, this building will consist of a steel -frame structure with a concrete slab -on -grade floor. Maximum anticipated wall and column loads will be about 2 kips per lineal foot and. 50 kips, respectively. Appurtenant construction will include asphalt -concrete - paved vehicular parking and driveway areas, concrete walkways, and underground utilities. Grading plans. were not available at the. time this report was prepared; however, as site topography is relatively level, we anticipate earthwork cuts and fills required solely to achieve a level building pad and provide for vehicular access will generally be less than about 2 feet in vertical extent. Excavations for underground utilities are not anticipated to exceed about 7 feet below existing or final site grades. . I A plot plan indicating the proposed project layout is shown on Plate 2. 1 February 21, 2005 13MI Project No. 05S-021 SCOPE OF SERVICES The scope of our services was outlined in our proposal dated December 7, 2004, and included the following: ► Exploration of site subsurface conditions using 3 exploratory test pits. ► Limited laboratory testing on selected samples obtained during our field investigation. ► Preparation of this report which includes: • A description of the proposed project; • A summary of our field exploration and laboratory testing programs; • A description of site surface and subsurface condirions encountered during our field investigation; and • Recommendations related to the geotechnical aspects of site .preparation and engineered fill, temporary excavations and trench backfill, foundation design and construction; concrete slabs supported -on -grade, and asphalt concrete pavements. FIELD INVESTIGATION Subsurface conditions at the site were explored on February 10, 2005, by excavating 3 test pits (designated . TP -1 through TP -3) to essential refusal (on rock) which occurred at depths of about .3 to 3-1/2 feet below existing site .grade. Test pits were excavated using a Caterpillar 416 tractor -mounted backhoe equipped with a 24 -inch -wide bucket. The approximate locations of test pits performed for this investigation are shown on Plate 2. Our geologist maintained a log of the test pits, visually classified the earth materials encountered according to the Unified Soil Classification System (see Plate 3) or Rock Classification Legend (see Plate 4), and obtained representative samples of the subsurface materials. After the test pits were completed they were loosely backfilled with the excavated material. Logs of the test pits performed for this investigation arep resented on Plates 5 through 7. y 2 r WV" wiz February 21, 2005 BIvII Project No. 05S-021 LABORATORY TESTING Laboratory tests were performed on selected samples to aid in soil classification and to evaluate physical properties of the soils which could affect the geotechnical aspects of project design and construction. Tests performed included Atterberg Limits (ASTM Test Method D 4318) and resistance value (Caltrans Test 301). Results of these tests are summarized on the attached logs. SITE CONDITIONS SURFACE The project site consists of a rectangularly -shaped area located northeast of Durham-Pentz Road (and west of Highway 99) in Butte County, California. The site is bounded to the northeast by Oroville-Chico Highway, to.the southeast by vacant land vegetated with grasses, to the southwest by vacant land vegetated with grasses (with a residential structure and a few outbuildings beyond), and to the northwest by vacant land vegetated with grasses (with a bermed, water detention pond beyond). At the time of our field investigation, 'the site was vacant of visible past development and was vegetated with grasses. Existing topography within the immediate site area was relatively level. SUBSURFACE Near -surface soils encountered within the test pits performed for this investigation consisted predominantly of medium stiff sandy clay to depths of about 1 to 1-1/2 feet below existing site grade. Below these near -surface clay soils, moderately -weathered, moderately -strong -to - strong volcanic conglomerate rock was generally encountered to the maximum depth explored (approximately 3-1/2 feet below existing site grade). No free groundwater was encountered during. our field investigation. However, it should be recognized that groundwater conditions can vary depending on the season, irrigation and/or groundwater pumping practices (both on- and off-site), precipitation, runoff conditions, the level of nearby bodies of water (including ponds, canals, creeks, and rivers), and possibly " other factors. Further, during the winter or spring season, or shortly after significant precipitation, perched groundwater (or groundwater seepage) may be present above on-site rock. Therefore, groundwater conditions presented in this report may not be representative of those which may be encountered during or subsequent to construction. A more detailed description of the subsurface conditions encountered during our field inves- tigation is provided on the attached logs. 3 lY1rV February 21, 2005 BMI Project No. 05S-021 CONCLUSIONS AND RECOMMENDATIONS GENERAL Based on the results of our investigation, it is our professional opinion the site may be developed for the proposed commercial building generally using conventional grading and foundation construction techniques. However, due to certain site. conditions identified by our field exploration and/or laboratory testing programs, special design and/or construction provisions may be required for some project features. A brief summary of these conditions is provided below. ► Moderately -weathered, moderately -strong -to -strong volcanic conglomerate rock was initially encountered in the test pits performed for this investigation at depths as shallow as one foot below existing site grade. Further, backhoe refusal on this rock occurred in - the test pits. at depths of about 3 to 3-1/2 feet below existing site grade. Though rock encountered could be excavated to shallow depths, we anticipate deeper excavations (or excavations which encounter zones of less -weathered rock) may be difficult (or require excessive time) to advance with a conventional backhoe. (such as a . Case 580 or equivalent). Therefore, within deeper excavations (or excavations which encounter less - weathered rock), a large . track -mounted excavator (such as a Caterpillar 320 or equivalent), possibly equipped with a single ripper tooth and/or a hydraulic percussion hammer, may be required to advance (or facilitate) these excavations. ► Excavations required for general site grading are anticipated to be possible over a majority of the site. and to a depth of about 3 feet below existing site grade using heavy earthwork equipment (such as a Caterpillar D8 or equivalent). However, where rock is encountered, initial ripping may be required to facilitate removal of these materials. ► In addition to possible excavation difficulties, perched water may develop above on-site rock subsequent to wet weather. The presence of perched groundwater. could hinder trenching and/or earthwork operations, requiring temporary dewatering to facilitate some trench and/or deeper earthwork excavations. ► The presence of shallow perched water may also adversely impact post -construction project improvements, such as pavements or other features sensitive to the nearby presence of subsurface water. In general, surface drainage provisions (such as grading the site to facilitate surface water runoff away from foundation areas and pavement edges) can reduce the amount of perched water present. However, depending on the nature of site grading, it may also be necessary.to install trench drains. Typically, such drains would placed between planned pavements, structures, or other features sensitive 0 �wi� February 21, 2005 BMI Project No. 05S-021 to the nearby presence of water and areas of uncontrolled surface drainage and/or which are topographically elevated. Since it currently is not possible where these conditions may occur, we recommend the location and design of these drains (if any) be evaluated by the project Geotechnical Engineer once final grading plans have been completed or at the time of construction. ► On-site rock may require special handling and/or processing to reduce the size of the excavated material and meet the requirements provided herein for engineered fill (i.e., engineered fill should be generally less than 3 inches in maximum dimension). In order to use on-site rock for engineered fill, we recommend these materials either be: (1) processed (i.e., pulverized) with heavy equipment to reduce individual rock fragments to generally less than about 3 inches in maximum dimension; or (2) screened, raked, or selectively processed to remove individual rock fragments more than about 3 inches in maximum dimension. In general, we recommend all rock in excess of about 3 inches in maximum dimension be disposed of off-site or outside the construction limits. ► In addition to special handling and or processing procedures to meet the requirements provided herein for engineered fill, rock removed from some utility excavations may not meet the size 'requirements provided herein for trench backfill. Therefore, we anticipate rock materials excavated from some utility trenches will need to be selectively removed, disposed of off-site or outside the construction limits, and replaced with imported materials or finer -grained on-site soils. ► Near -surface clay soils encountered across the site and to depths of about 1 to 1-1/2 feet below existing site grade appear to be moderately expansive. Expansive soils are characterized by their ability.to undergo significant volume change (shrink or swell) due to variations in moisture content. Though several options are available to reduce the expansion potential of on-site soils and/or limit the potential for structural distress, we anticipate the most viable option for this project would be to increase subgrade soil moisture contents by ponding or sprinkling (presoaking) with water, limit seasonal variations in moisture content of foundation and slab subgrade soils, and strengthen foundations and slabs supported -on -grade to resist uplift pressures associated with r expansive subgrade soils. Specific comments regarding the conditions outlined above, as well as recommendations regarding the geotechnical aspects of project design and construction, are presented in the. following sections of this report. G1 �wi� February 21, 2005 BMI Project No. 05S-021 ON-SITE ROCK A_nticipated Excavation Conditions tifode rately-weathered, moderately -strong -to -strong volcanic conglomerate rock was initially encountered in the test pits performed for this investigation at depths as shallow as one foot below existing site grade. Further, backhoe refusal on this . rock occurred in the test pits at. depths of about 3 to 3-1/2 feet below. existing site grade. Though rock encountered could be excavated to shallow depths, we anticipate deeper excavations (or excavations which encounter zones of less -weathered rock) may be difficult (or require excessive time) to advance with a conventional backhoe (such as a Case 580 or equivalent). Therefore, within deeper excavations (or excavations which encounter less -weathered rock), a large track -mounted excavator (such as a Caterpillar 320 or equivalent), possibly equipped with a single ripper tooth and/or a hydraulic percussion hammer, may be required to advance (or facilitate) these excavations. xcavations required for gengrading Eeral site are anticipated to be possible over a majority of the site and to a depth of about 3 feet below existing site grade using heavy earthwork equipment (such as a Caterpillar D8 or equivalent). However, where rock is encountered, initial ripping may be required to facilitate removal of these materials. i•: Possible Perched Groundwater Conditions In addition to possible excavation difficulties, perched water may develop above on-site rock . subsequent to wet weather. The presence of perched groundwater could hinder trenching and/or earthwork operations, requiring temporary dewatering to facilitate some trench and/or deeper earthwork excavations. Further., the presence of shallow perched water may also adversely impact post=construction project improvements, such as pavements or other features sensitive to the nearby presence of subsurface water. In general, surface drainage provisions (such as ,Vading the site to facilitate, surface water runoff away from foundation areas and pavement edges - see section below entitled: "SURFACE DRAINAGE") can reduce the amount of perched eater present. However, depending on the nature of site grading, it may also be necessary to install trench drains. Typically, such drains would placed between planned pavements, structures, or other features sensitive to the nearby presence of water and areas of uncontrolled surface drainage and/or which are topographically elevated. Since it currently is not possible where these conditions may occur, we recommend the location and design of -.these drains (if any) be evaluated by the project Geotechnical Engineer once final grading lans have been Completed or at the time of construction. 3 w�i� February 21, 2005 BMI Project No. 05S-021 Engineered Fill Considerations On-site rock may require special handling and/or processing to reduce the size of the excavated material and meet the requirements provided herein for engineered fill (i.e., engineered- fill should be generally less than 3 inches in maximum dimension). In order to use on-site rock for engineered fill, we recommend these materials either be: (1)- processed (i.e., pulverized) with heavy equipment to reduce individual rock fragments to generally less than about 3 inches in maximum dimension; or (2) screened, raked, or selectively processed to remove individual rock fragments more than about 3 inches in maximum dimension. In general, we recommend all rock in excess of about 3 inches in maximum dimension be disposed of off-site or outside the construction limits. In addition to special handling and or processing procedures to meet the requirements provided herein for engineered fill, rock removed from some utility excavations may.. not meet the size requirements provided herein for trench backfill. Therefore, we anticipate rock materials excavated from some utility trenches will need to be selectively removed, disposed of off-site or outside the construction limits, and replaced with imported materials or finer -grained on-site soils. EXPANSIVE SOIL General Based on the results of laboratory tests, near -surface clay soils encountered during our field investigation across the site and to depths of about 1 to 1-1/2 feet below existing site grade appear to be moderately expansive. Expansive soils are characterized by their ability to undergo significant volume change (shrink or swell) due to variations in moisture content.. Changes in soil moisture content can result from rainfall infiltration, landscape irrigation, utility leakage, roof drainage, elevated (or perched) groundwater levels, drought, or other factors and may cause unacceptable settlement or heave of structures, concrete slabs supported -on -grade, or pavements supported over these materials. r Options to Address Expansive Soils Several options are available to reduce potential adverse effects of expansive soils on planned project improvements. Possible options would include: 1. Completely remove all expansive subgrade soils and replace with nonexpansive material. 7 February 21, 2005 BMI Project No. 05S-021, 2. Remove expansive subgrade soils within a certain depth below finished subgrade and replace with nonexpansive material. 3. Chemically treat expansive subgrade soils with lime, cement, or other similar material. 4. Remove and replace expansive subgrade soils at relatively high moisture contents and low compaction. 5. Increase subgrade soil moisture contents by ponding or sprinkling (presoaking) with water. 6. Minimise seasonal variations in moisture content of foundation and slab subgrade soils. 7. Strengthen foundations and slabs supported -on -grade to resist uplift pressures associated - with expansive subgrade soils. Options listed above are not exclusive; a final design could incorporate several options. Further, the cost and effectiveness of each option will vary depending on the contractor's methods and quality of work; the nature of the proposed construction, the time of the year construction is performed, and other factors. Recommended Options to Address Expansive Soils Based on our experience within the site area and with similar soil conditions, Option 1 listed above would be the only method completely effective in reducing the potential for expansion - induced distress to all project features. However, it has also been our experience this option is generally not practical or economically feasible. Therefore, we are providing recommendations below (see sections entitled: "SURFACE DRAINAGE", "FOUNDATIONS", "INTERIOR CONCRETE FLOOR SLABS SUPPORTED -ON -GRADE", "EXTERIOR CONCRETE SLABS SUPPORTED -ON -GRADE", and "PAVEMENTS - ASPHALT CONCRETE") which are consistent with Options 5, 6, and 7 (above). r It should be recognized the approach outlined above is intended to reduce (but not necessarily eliminate) the potential for distress to structures and slabs supported -on -grade due to expansive suba-rade soils. Though this approach is consistent with procedures used at .other sites with simi.iar soil conditions and even with proper implementation, some -distress could occur to the future structure, slabs supported -on -grade, and other improvements sensitive to ground moVement. FP r'1W*11 =ice I February 21, 2005 BMI Project No. 05S-021 SURFACE DRAINAGE Due to the presence of potentially expansive, near -surface soils across the site (as well as the presence of shallow rock), infiltration of surface water beneath the planned structure and pavements should be reduced to the extent possible. As a minimum, we recommend all exposed ground surfaces surrounding the planned structure (or adjoining any planned pavements) be graded to facilitate surface drainage away from foundation and floor slab areas (or pavement edges). This recommended grading should achieve a minimum, downward slope of five percent, extending from the planned structure (or the edges of planned pavements), outward a minimum horizontal distance of five feet; swales or below -grade solid conduits should be used to intercept and direct this surface runoff to a suitable location for disposal. Further, we recommend all roof drain discharge be collected in solid conduits and directed into the site's storm drain system or other suitable location for disposal. Post -construction landscaping should not be allowed to interfere or restrict surface drainage away from the planned structure and pavements. Further, sprinklers should be placed to avoid excessive wetting the ground surface directly adjacent to the planned structure and pavements. SUBSURFACE DRAINAGE In addition to providing positive surface drainage (see section above entitled: "SURFACE DRAINAGE"), it may also be necessary to install subsurface trench drains. Typically, such drains would be placed in areas of shallow rock and: (1) between areas of uncontrolled surface drainage and planned pavements (or other features sensitive to the nearby presence of water); (2) at the toe of any significant earthen slopes; and (3) if site grades will be lowered significantly from those which currently exist, around the perimeter of the proposed building. Since it currently is not possible to predict where these conditions may occur, we recommend the location of these drains (if any) be evaluated by the project Geotechnical Engineer at the time of construction. A detail showing a typical trench drain that may be used for this purpose is presented on Plate 8. SITE PREPARATION Stripping and Grubbing Prior to general site grading and/or construction of planned improvements, existing vegetation, organic topsoil, and any debris should be stripped (or otherwise removed) and disposed of off- site or outside the construction limits. Deep stripping or grubbing will be required where con - 0 February 21, 2005 BNU Project No. 05S-021 centrations of organic soils, tree roots, or debris are encountered. Stripped topsoil (less any debris or large tree roots) may be stockpiled and reused for landscape purposes; however, this material should not be incorporated into any engineered fill. Existing Utilities, Wells, and/or Foundations If abandoned (or to be abandoned), below -grade utility lines, septic tanks, cesspools, leach lines, wells, foundations, or other similar improvements are known or suspected to exist, or are encountered during construction, these items should be removed and disposed of off-site; existing wells should be abandoned in accordance with applicable regulatory requirements. Existing, below -grade utility pipelines (if any) which extend beyond the limits of the proposed construction and will be abandoned in-place should be plugged with cement grout to prevent migration of soil and/or water. All excavations resulting from removal activities should be cleaned of loose or disturbed material (including all previously -placed backfill) prior to placing any fill or backfill.' Exploratory Test Pit Backfill Backfill used to fill exploratory test pits performed for this investigation was loosely -placed and may be susceptible to future subsidence. If planned improvements will be located over these areas, we recommend allbackfill associated with these test pits be excavated and replaced with engineered fill. Approximate locations of test pits performed for this investigation are shown on Plate 2. Scarification and Compaction Following site stripping and any required grubbing or overexcavation, all areas to receive engineered fill should be scarified to a depth of 8 inches, uniformly moisture -conditioned Mat least 3 (but generally no more. than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent of the maximum dry density as determined by ASTM (American Society for Testing and Materials) Test Method D 1557`. In the event the exposed subgrade consists of undisturbed, on-site rock, scarification and compaction may be omitted if approved by the project Geotechnical Engineer. ' This test procedure should be used wherever relative compaction, maximum dry density, or optimum moisture content is referenced within this report. 10 �"lr1r1� �wi� February 21, 2005 BMI Project No. 055-021 Overexcavation of Loose or Disturbed Material Within areas grubbed or otherwise disturbed below a depth of about 12 inches, in-place scarification and compaction may not be adequate to densify all disturbed soil. Therefore, overexcavation of the disturbed soil, scarification and compaction of the exposed subgrade, and replacement with engineered fill may be required in these areas. Wet/Unstable .Soil Conditions If site preparation or grading is performed in the winter or spring season, or shortly after significant precipitation, near -surface site soils may be significantly over optimum moisture content. Further, during these same periods, perched groundwater (or groundwater seepage) may be encountered above on-site rock. These conditions could hinder construction equipment as well as efforts to compact site soils to a specified level of compaction. If over optimum soil moisture content conditions are encountered during construction, disking to aerate, replacement with imported material, chemical treatment, stabilization with a geotextile fabric, grid, or coarse aggregates (such 'as cobbles or boulders), and/or other methods will likely be required to facilitate earthwork operations.. The applicable method will depend on the contractor's capabilities as well as other project -related factors beyond the scope of this study. Therefore, >' if over -optimum soil conditions are encountered during construction, the project Geotechnical Engineer should review these conditions (as well as the contractor's capabilities) and; if appropriate, provide recommendations for their treatment. TEMPORARY DEWATERING Though no free groundwater was encountered during our field investigation, we anticipate even shallow excavations may encounter groundwater perched over on-site rock during or subsequent to wet weather. If perched groundwater is encountered during construction, dewatering may be required to facilitate construction. In our .opinion dewatering of narrow trench excavations which penetrate less than a few feet below the groundwater surface and do not encounter loose and/or cohesionless soil or highly -fractured rock may be possible using a sump system. Dewatering of more extensive excavations, . or excavations which encounter loose and/or cohesionless soil or highly -fractured rock, will likely require well points, deep wells, and/or deep sumps. To help maintain the stability of these types of excavations, groundwater levels should be drawn -down a minimum of 2 feet below the lowest portion of the excavation prior to excavating. Since temporary dewatering will impact and be dependent on construction methods and scheduling, we recornmend the contractor be solely responsible for the design, installation, 11 February 21, 2005 BMI Project No. 05S-021 maintenance, and performance of all temporary dewatering systems. Further, perched water conditions can be highly dependent on the season, precipitation, runoff conditions, and possibly other factors. Therefore, groundwater conditions presented in this report may not be representative of those which may be encountered at the time of construction. We recommend the contractor verify groundwater conditions and evaluate dewatering requirements prior to bidding and/or construction. TEMPORARY EXCAVATIONS General All temporary excavations must comply with applicable local, state, and federal safety regulations, including the current OSHA Excavation and Trench Safety Standards. Construction site safety generally is the responsibility of the contractor, who should be solely responsible for the means, methods, and sequencing of construction operations. Construction Considerations Construction equipment, building materials, excavated soil, vehicular traffic, and other similar loads should not be allowed near the top of any unshored or unbraced excavation. Where the stability of adjoining buildings, walls, pavements, or other similar improvements is endangered by excavation operations, support systems such as shoring, bracing, or underpinning may be required to provide structural stability and to protect personnel working within the excavation. Since excavation operations are dependent on construction methods and scheduling, the contractor should be solely responsible for the design, installation, maintenance, and performance of all shoring, bracing, underpinning, and. other similar systems. Under no circumstances should comments provided herein be inferred to mean that Brown &- Mills is assuming any responsibility for temporary excavations, or for the design, installation, maintenance, and performance of any shoring, bracing, underpinning, or other similar systems. During wet weather, earthen berms or other methods should be used to prevent runoff water r from entering all excavations. All runoff water within or adjacent to any excavation should be collected and disposed of outside the construction limits. Excavation Conditions Moderately -weathered, moderately -strong -to -strong volcanic conglomerate rock was initially encountered in the test pits performed for this investigation at depths as shallow as one foot below existing site grade. Further, backhoe refusal on this rock occurred in the test pits -,at 12 rwwpw%m tiro February 21, 2005 BMI Project No. 05S-021 depths of about 3 to 3-1/2 feet below existing site grade. Though rock encountered could be excavated to shallow depths, we anticipate deeper excavations (or excavations which encounter zones of less -weathered rock) may be difficult (or require excessive time) to advance with a conventional backhoe (such as a Case 580 or equivalent). Therefore, within deeper excavations (or excavations which encounter less -weathered rock), a large track -mounted excavator (such as a Caterpillar 320 or equivalent), possibly equipped with a single ripper tooth and/or a hydraulic percussion hammer, may be required to advance (or facilitate) these excavations. In addition to possible excavation difficulties, perched water may develop above on-site rock subsequent to wet weather. The presence of perched groundwater could hinder trenching and/or earthwork operations, requiring temporary dewatering to facilitate some trench and/or deeper earthwork excavations (see section above entitled: "TEMPORARY DEWATERING"). Further, temporary excavations which approach (or extend below) the site groundwater level may require relatively flat slopes and/or shoring to maintain stability of adjacent earthen materials. Since temporary dewatering, shoring, and other similar activities will impact and be dependent on construction methods and scheduling, we recommend the contractor be solely responsible for the design, installation, maintenance, and performance of all temporary dewatering, shoring, and other similar systems. ENGINEERED FILL Materials - General Engineered fill should generally consist of soil, soil -aggregate mixtures, and/or processed on-site rock less than 3 inches in maximum dimension, nearly -free of organic or other deleterious debris, and essentially non -plastic. Typically, well -graded mixtures of gravel, sand, non -plastic silt, processed on-site rock, and small quantities of clay are acceptable for use as engineered fill. Specific requirements for engineered fill, as well as applicable test procedures to verify material suitability, are provided on the following page. 13 rMUMOU = ; ro February 21, 2005 BMI Project No. 05S-021 Gradation Sieve Size Percent Passing 3 -inch 100 3/4 inch 70 - 100 No. 200 15 - 90 Plasticity Liquid Limit Plasticity Index Less than 30 Less than 12 Organic Content Less than 3 % Maximum DryDensity More than 100 pcf On -Site Materials Test Procedures ASTMZ AASHT03 C 136 T 88 C 136 T 88 C 136 T 88 D 4318 T 89, T 90 D 2974 ------- D 1557 T 180 In general, we anticipate some on-site soils encountered during our field investigation (i.e.,,soils described on the logs as sandy clay) will likely not meet the requirements indicated above (i.e., Plasticity Index greater than 12). However, it is our opinion these soils may be used for engineered fill.provided: (1) they are adequately moisture -conditioned during site preparation, grading, and/or prior to construction of site improvements; and (2) improvements constructed upon these materials are adequately reinforced or otherwise designed to resist earth pressures associated with potentially expansive soils. On -Site Rock Materials In general, we anticipate on-site rock, free of organic or other deleterious debris, may be used for engineered fill. However, we anticipate on-site rock may require special handling and or processing to reduce the size of the excavated material and meet the requirements provided Z American. Society for Testing and Materials Standards (latest edition) 3 American Association of State Highway and Transportation Officials, Standard Specifications for Transportation Materials and Methods of Sampling and Testing (latest edition) 14 10%0% 1l Ziz 1 February 21;: 2005 BMI Project No. 05S-021 above for engineered fill (i.e., engineered fill should be generally less .than 3 inches in maximum dimension). In order "to use on-site rock for engineered fill, we recommend these materials either be: (1) processed (i.e., pulverized) with heavy equipment to reduce individual rock fragments to generally less than about 3 inches in maximum dimension; or (2) screened, raked, or selectively processed to remove individual rock fragments more than about 3 inches in maximum dimension. Use of Oversize Rock Materials Depending on the contractor's capabilities, as well as specific project requirements beyond the scope of this study, it may be desirable (and possible) to utilize rock material in excess of about 3 inches in maximum dimension within some engineered fills. In general, individual boulders and/or rock fragments (regardless of size) could be placed within the lowest portion of deep fills provided individual pieces are spaced to prevent nesting and finer -grained soil is jetted, hand tamped, or otherwise placed to infill all voids surrounding these rocks. Important Note: It should be recognized use of rock material in excess of about .3 inches. in maximum dimension may cause excavation difficulties during construction of underground utilities and other below -grade improvements. Therefore, we recommend the project owner decide whether oversize material may be used in any engineered fill. If the project owner decides not to use this material for engineered fill, rock material in excess of about 3 inches in maximum dimension should be segregated by hand, rake, or other methods and disposed of off- site or outside the construction limits. Imported Materials All imported soil and/or soil -aggregate mixtures used for engineered fill should: (1) meet the material requirements outlined above (see section entitled "Materials - General"); and (2) be sampled, tested and approved by.the project Geotechnical Engineer prior to being transported to the site. 15 !'YVV w�i� February 21, 2005 BMI Project No. 05S-021 Placement and Compaction On-site clay soils used for engineered fill should be uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Within pavement areas, these soils should be uniformly moisture -conditioned to at least 1 (but generally no more than about 3) percent above optimum and compacted to at least 95 percent relative compaction within 12 inches of finished subgrade'. Processed, on-site rock materials as well as imported soil or soil -aggregate mixtures used .for engineered fill should be uniformly moisture -conditioned to between 0 and 5 percent above the optimum moisture content, placed in horizontal lifts less than 8 inches in loose thickness, and compacted to at least 90 percent relative compaction. Within pavement areas, these materials should be compacted' to at least 95 percent relative compaction within 12 inches of finished subgrade. If fills in excess of 5 feet in vertical extent are planned for this project, we recommend the lower portion of these fills (i.e., fill located more than 5 feet below finished subgrade) be compacted to at least 93 percent relative compaction. TRENCH BACKFILL Materials Pipe zone backfill (Le., material beneath and in the immediate vicinity of the pipe) should consist of on-site or imported soil less than one inch in maximum dimension; trench zone backfill (i.e., material placed between the pipe zone backfill and finished subgrade) may consist of on-site soil which meets the material requirements previously -provided for engineered fill. If imported material is used for pipe or trench zone backfill, we recommend it consist of fine- grained sand. In general. use of coarse-grained sand and/or gravel is not recommended due to the potential for soil migration into, and water seepage along, trenches backfilled with this type of material. Within this report, -finished subgrade refers to the top surface of undisturbed on-site soil compacted during site preparation and/or engineered fill. 16 February 21, 2005 BMI Project No. 055-021 Recommendations provided above for pipe zone backfill are minimum requirements only. More stringent material specifications may be required to fulfill local codes and/or bedding requirements for specific types of pipe. We recommend the project Civil Engineer develop these material specifications based on planned pipe types, bedding conditions, and other factors beyond the scope of this study. Placement and Compaction Trench backfill materials should be placed and compacted in accordance with recommendations previously -provided for engineered fill. Mechanical compaction is strongly recommended; ponding or jetting should not be allowed unless, specifically reviewed and approved by the project Geotechnical Engineer prior to construction. Important Note: All pipe zone backfill should be placed on undisturbed earth materials. In the event earth materials located directly beneath the planned pipe zone -backfill are disturbed during construction, these materials should either be compacted in-place (if the depth of disturbance is less than about 12 inches deep), or removed (if the depth of disturbance is greater than about 12 inches) and replaced in accordance with recommendations previously -provided for engineered fill. FOUNDATIONS General In our opinion, deepened spread footings, constructed of reinforced concrete and founded on undisturbed, on-site moderately -weathered, moderately -strong -to -strong volcanic conglomerate rock, may be used for support of the planned structure. In general, we recommend all such footings be a minimum of 12 inches wide, embedded a minimum of 18 inches below the lowest adjacent final subgrade', and at least 6 inches into undisturbed rock. Further, footings should be continuous around the entire perimeter of the structure to limit surface water infiltration into subgrade soils supporting interior concrete floor slabs. s Within this report, final subgrade refers to the top surface of undisturbed on-site soil, on- site soil compacted during site preparation, or engineered fill. 17 rgym �i� February 21, 2005 BMI Project No. 05S-021 Allowable Bearing Pressures An allowable bearing pressure of 3,000. pounds per square foot (psf) may be used for spread foundations with the above minimum dimensions and which are founded on undisturbed, on-site rock. The allowable bearing pressure provided is a net value; therefore, the weight of the foundation (which extends below finished subgrade) may be neglected when computing dead loads. The allowable bearing pressure applies to dead plus live loads, includes a calculated factor of safety of at least 3, and may be increased by 1/3 for short-term loading due to wind or seismic forces. Estimated Settlements Based on anticipated foundation dimensions and loads, we estimate maximum settlement of proposed spread footings to be on the order of 3/4 -inch. Differential settlement between similarly -loaded, isolated spread footings is expected. to be less 'than 1/2 -inch; differential settlement of uniformly -loaded, continuous footings is anticipated to be less than 1/2 -inch within a 10 -foot interval. Lateral Resistance Resistance to lateral loads (including those due to wind or seismic forces) may be provided by frictional resistance between the bottom of concrete foundations and the underlying rock, and by passive soil pressure against the sides of the foundations. A coefficient of friction of 0.3 may be used between cast -in-place concrete foundations and the underlying rock. Passive pressure available in engineered fill, undisturbed native soil, and/or on-site rock may be taken as equivalent to the pressure exerted by a fluid weighing 275 pounds per cubic foot (pcf). To account for possible future loss of subgrade support due to surface disturbance, we recommend soil located within. the uppermost .1/2 -foot of the embedded portion of the foundations be neglected when evaluating passive resistance. Lateral resistance parameters provided above are ultimate values. Therefore, a suitable factor of safety should be applied to these values for design purposes. The appropriate factor of safety will depend on the design condition and should be determined by.the project Structural Engineer. Depending on the application, typical factors of safety could range from 1.0 to 1.5. Foundation Reinforcement We recommend exterior perimeter footings be reinforced with at least two, No. 4 bars, top and bottom (i.e., a total of 4 bars). Concrete used for exterior perimeter footings should have a minimum 28 -day compressive strength of 2,500 pounds per square inch (psi). IN rO%rV § = iIM; February 21, 2005 BI U Project No. 05S-021 It should be noted reinforcing and concrete guidelines provided above address only expansive soils. Reinforcing and/or concrete parameters beyond those indicated above may be necessary to accommodate structural requirements of the project. Setbacks Structures located near the top (or bottom) of a slope steeper than 3(h):1(v) should maintain a minimum set -back in accordance with requirements indicated in Figure. No. 18-I-1 of the Uniform Building Code (UBC, Volume 2, 1997 edition), or 3 feet (measured horizontally from the top or bottom of slope to the closest point of approach of the structure), whichever is greater. In the event a structure cannot be sited to maintain the minimum set -back, proposed spread footings should be deepened in accordance with requirements indicated in Figure No. 18- I-1 of the UBC. Construction Considerations Prior to placing steel or concrete, footing excavations should be cleaned of all debris, loose or disturbed soil or rock, and any water. INTERIOR CONCRETE FLOOR SLABS SUPPORTED -ON -GRADE Subgrade Preparation Subgrade soils supporting interior concrete floor slabs should be scarified to a minimum depth of 8 inches, uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88. (but generally no more than about 92) percent relative compaction. Scarification and compaction may be omitted if interior slabs are to be placed directly on undisturbed on-site rock and/or engineered fill and if approved by the project Geotechnical Engineer during construction. Surrounding Grades It has been our experience that ground surface grades surrounding structures can affect the post - construction presence and quantity of water beneath such structures, as well as vapor emissions from interior concrete floor slabs. In order to reduce the possibility for these potentially adverse conditions, we recommend areas adjacent to all structures be graded, or floor slabs raised, so that the bottoms of all interior concrete floor slabs are elevated at least 4 inches above adjacent, finished pad grades. 19 rWWVM ZZ; i February 21, 2005 BMI Project No. 055-021 Subgrade Moisture We recommend the moisture content of subgrade soils supporting interior concrete floor slabs be at least 3 percent above optimum moisture content at the time of vapor barrier or concrete placement. Recommended soil moisture contents may be established either during site grading (and maintained up to the time of vapor barrier or concrete placement), via natural precipitation, or by ponding or sprinkling with water. Over optimum moisture conditions (of the subgrade soils) should extend at least 18 inches below finished subgrade and should be verified by Brown & Mills just prior to placement of the vapor barrier or slab concrete. Steel Reinforcement We recommend interior concrete floor slabs supported on potentially expansive subgrade soils: be reinforced with steel to reduce distress due to pressures associated with swelling or -shrinking of the subgrade soils. Based on our experience with similar projects, slab reinforcement to distribute pressures associated with moderately expansive subgrade soils (that have been properly moisture -conditioned) would typically involve at least No. 4 bars, 24 inches on -center, each way, and centered within the slab. Additionally, 'we recommend interior concrete floor slabs be structurally integrated into continuous perimeter foundations with dowels consisting of at least No. 4 reinforcing bars, spaced 24 inches on -center along the perimeter of the slabs. All dowels should extend at least 40 bar diameters into the slab and adjacent foundations. Slab Thicknesses and Strengths Concrete used for interior concrete floor slabs supported on moderately expansive subgrade soils should be at least 4 inches thick and have a minimum 28 -day compressive strength of 2,500 pounds per square inch (psi). It should be noted reinforcing and concrete guidelines provided above are intended to address only expansive soils. Reinforcing and/or concrete parameters beyond those indicated above may be necessary to accommodate structural requirements of the project. Rock Capillary Break Interior concrete 'floor slabs supported -on -;rade should be underlain by a capillary break consisting of free -draining durable rock at least -', inches t>zick, graded such that 100 percent 20 February 21, 2005 BMI Project No. 05S-021 passes the 1 -inch sieve and less than 5 percent passes the No. 4 sieve'. This rock should be compacted to the extent possible using light vibratory equipment prior to placing any vapor membranes or slab concrete. Further, precautions should be taken during construction to reduce contamination of the rock with soil or other materials. Contamination of the rock with soil or other materials may significantly reduce the effectiveness 11 of the capillary break, possibly resulting in excessive (and adverse) free water transmission to the bottom of the overlying slab. Vapor Emission Considerations Though generally not a geotechnical consideration, it has been our experience that a plastic or vinyl membrane is often placed directly over the rock capillary break to reduce -water migration from the subgrade soils up to the overlying concrete floor slab. If used, we suggest this membrane be installed in a manner to reduce punctures and penetrations. Where penetrations. are unavoidable, or adjacent to footings or other similar obstruction, the vapor membrane should be placed tightly against these features. Further, it has been our experience that sand, 1 to 2 inches thick, is often placed on top of the membrane prior to placing slab concrete to promote more uniform curing of the slab. If used, we strongly suggest that concrete not be placed if sand overlying the vapor membrane has been allowed to become wet (due to precipitation or excessive moistening), or if standing water is present above the membrane. It has been our experience that excessive water beneath interior floor slabs can result in significant, post - construction vapor transmission through the slab, adversely affecting floor coverings, and possibly resulting in potentially hazardous molds. In addition to a capillary break and vapor membrane, it has also been our experience that concrete quality is critical to the ability of concrete floor slabs to resist vapor transmission. As a minimum, we suggest that concrete used for floor slab construction possess a maximum water/cement ratio of 0.5. Since water is often added to uncured concrete to increase workability, it is important that strict quality.control be exercised during the installation of all slab concrete to insure water/cement ratios are not altered prior or during placement. It must be recognized comments provided above are suggestions only. These comments are intended to assist the project Architect, Structural Engineer, or other design professional, and ' should not be inferred to mean that Brown & Mills is assuming the design responsibility for , interior concrete floor slabs or appurtenant vapor reduction provisions. In all cases, it is solely ' In general, Caltrans Class 2 aggregate base (or other similar material) will not meet the gradation requirements provided above for a capillary break. Therefore, we recommend this material not be used for a capillary break beneath interior concrete floor slabs supported -on- grade. 21 rWW**1_1 ■..r� i � February 21, 2005 BMI Project No. 05S-021 the responsibility of the project Architect, Structural Engineer, or other design professional to determine the design based on project specific requirements (which were beyond our knowledge or involvement with the project). In the event the project Architect, Structural Engineer, or other design professional is unfamiliar with concrete slab -on -grade issues, or if the project will include floor coverings sensitive to slab vapor emissions, a professional specializing in vapor transmission should be consulted to provide project specific recommendations and design provisions. Vapor Emission Testing Prior to placing floor coverings, we recommend testing be conducted to evaluate vapor emissions from all interior concrete floor slabs supported -on -grade. The purpose of this testing would be to verify that water vapor emissions are below levels normally required by the flooring manufacturer. In the event floor slab vapor emissions are above levels normally required by the flooring manufacturer, additional curing/drying time and/or the application of sealants (or other similar product intended to reduce slab vapor emissions) may be required prior to .placing any and all floor coverings. EXTERIOR CONCRETE SLABS SUPPORTED -ON -GRADE Subgrade soils supporting exterior concrete slabs' supported -on -grade should be scarified to a minimum depth of 8 inches, uniformly moisture -conditioned to at least 3 (but generally no more than about 5) percent above the optimum moisture content, and compacted to at least 88 (but generally no more than about 92) percent relative compaction. Scarification and compaction may be. omitted if exterior slabs are to be placed directly on undisturbed on-site rock and/or engineered fill and if approved by the project Geotechnical Engineer during construction. Subgrade Moisture We recommend the moisture content of subgrade soils supporting exterior concrete slabs be at least 3 percent above optimum moisture content at the time of concrete placement. Recommended soil moisture contents may be established either during site grading (and maintained up to the time of concrete placement), via natural precipitation, or by ponding or ' Within this report exterior concrete slabs supported -on -grade refers to walkways, driveways, patios, etc. and specifically excludes pavements used (or to be used) for vehicular traffic. 22 !'YYV = -■ � February 21, 2005 BMI Project No. 05S-021 sprinkling with water. Over optimum moisture conditions (of the subgrade soils) should extend at least 12 inches below finished subgrade and should be verified by Brown & Mills just prior to concrete placement. Joint Spacing Exterior concrete slabs supported on potentially expansive subgrade soils should be constructed using frequent joints to reduce slab distress associated with shrinking and swelling of the subgrade soils. We recommend a maximum joint spacing of 4 feet for sidewalks and 8 feet for driveway and patio slabs. Slab Thicknesses and Strengths Concrete used for sidewalks supported on potentially expansive subgrade soils should be at least 4 inches thick and have a minimum 28 -day compressive strength -of 2,500 pounds per square inch (psi). Driveways and patios supported on potentially expansive subgrade soils should be constructed using concrete at least 5 inches thick with a minimum 28 -day compressive strength of 2,500 psi. It should be noted concrete guidelines provided above are intended to address only expansive soils. Concrete parameters beyond those indicated above may be necessary to accommodate structural requirements of the project. Steel Reinforcement In general, exterior concrete slabs supported on potentially expansive subgrade soils could be reinforced with steel to reduce slab distress associated with shrinking and swelling of the subgrade soils. However, it has been our experience many project owners dislike steel reinforcement due to difficulties associated with demolition in the event these slabs have to be removed subsequent to construction. Therefore, as a minimum we recommend exterior concrete slabs supported on potentially expansive subgrade soils and which are located immediately adjacent to any structures be connected to the adjacent foundations with dowels to resist potentially adverse. differential displacements between these slabs and structures. Dowels used , for this purpose should consist of at least No. 4 reinforcing bars, spaced 24 inches on -center. All dowels should extend at least 40 bar diameters into the slab and adjacent foundation, with alternate bars extending an additional 12 inches into the slab. Aciditional dowelling of other slab joints and/or steel reinforcing of slabs may be considered to further reduce the potential slab distress associated with shrinking and swelling of the subgrade soils. 23 iii February 21, 2005 BMI Project No.' 05S-021 PAVEMENTS - ASPHALT CONCRETE Recommended Sections Asphalt concrete pavement sections presented in the table below were based on a laboratory - obtained R -value of 8 and current Caltrans design procedures. Traffic indexes used in design (and indicated below) were assumed by Brown & Mills. Therefore, these indexes should be verified by the project Civil Engineer prior to use. In the event required traffic indexes differ from those assumed for this study, the sections provided in the table below may need to be revised. Recommended Asphalt Concrete Pavement Sections Assumed Traffic Index 4.0 4.5 5.0 5.5 6.0 Asphalt Concrete Design Pavement Description R -Value Automobile Parking Areas 8 AutomobileDriveways 8 Light Truck Driveways 8 Medium Truck Driveways 8 Heavy Truck Driveways 8 Assumed Traffic Index 4.0 4.5 5.0 5.5 6.0 Asphalt Concrete Thickness feet inches 0.20 2-1/2 0.20. 2-1/2 0.20 2-1/2 0.25 3 0.25 3 Aggregate Base Thickness feet inches 0.60 7 0.75 9 0.85 10 0.95 11-1/2 1.10 13 Asphalt concrete pavement sections presented in the table above are contingent on the following recommendations being implemented during construction. ► All pavement subgrades should be scarified to a depth of at least 8 inches below finished subgrade, uniformly moisture -conditioned to between 1 and 3 percent above the optimum " moisture content, and compacted to at least 95 percent relative compaction. Scarification and compaction may be omitted if the pavement subgrade consists of undisturbed engineered fill and if approved by the project Geotechnical Engineer during construction. ► Subgrade materials should be in a stable, non -pumping condition at the time aggregate base materials are placed and compacted. !'!WW►X February 21, 2005 BMI Project No. 05S-021 ► Aggregate base materials should meet current Caltrans specifications for Class 2 aggregate base. ► Aggregate base materials should be placed in thin lifts less than 8 inches in loose thickness, uniformly moisture -conditioned to near optimum moisture content, and compacted to at least 95 percent relative compaction. ► Asphalt paving materials and placement methods should meet current Caltrans specifications for asphalt concrete. ► Exposed ground surfaces (if any) adjoining planned pavements should be graded to facilitate surface drainage away from pavement edges. ► All concrete curbs separating pavement and landscaped (or otherwise unpaved) areas should extend below the bottom of the adjacent, aggregate base materials at least 4 inches into. the subgrade soils. Unstable Subgrades If unstable (pumping) subgrades are encountered within planned pavement areas, we recommend a heavy, rubber -tired vehicle (typically a loaded water truck) be used to evaluate the load/deflection characteristics of the finished subgrade materials. If the tested surface displays visible deflection extending more than 6 inches from the wheel track, or a visible crack remains after loading, corrective measures (such as disking to aerate, chemical treatment, replacement with drier material,. or other methods) may be required to obtain a stable subgrade. The applicable method will depend on the contractor's capabilities as well as other project -related factors beyond the scope of this study and, therefore, should be evaluated by the Geotechnical Engineer at the time of construction. Variations in Subgrade Materials Pavement sections provided herein were based on the subsurface conditions encountered during our field investigation, our assumptions regarding final site grades, and limited laboratory testing. In the event actual pavement subgrade materials differ significantly from those tested for this study, additional subgrade samples should be obtained for further R -value testing. If the results of these tests indicate a significant difference, the sections provided herein may need to be revised. 25 February 21, 2005 BMI Project No. 05S-021 ADDITIONAL SERVICES We recommend Brown & Mills review final grading and foundation plans and specifications to evaluate that recommendations contained herein have been properly interpreted and implemented during design. Further, all site earthwork activities (including site preparation, placement of engineered fill and trench backfill, construction of slab and pavement subgrades, and all foundation excavations) should be monitored by a representative from Brown & Mills. Monitoring services are an essential component of our design services. Monitoring allows us to observe the subsurface conditions encountered during construction, evaluate the applicability of the recommendations presented in this reportto the conditions encountered, .and recommend appropriate changes in design or construction procedures if conditions differ from those described herein. LIMITATIONS This report has been prepared in substantial accordance with the generally accepted geotechnical engineering practice as it existed in the site area at the time our services were s rendered. No warranty is either expressed or implied. Conclusions and recommendations contained in this report were based on the conditions encountered during our field investigation and are applicable only to those project features described herein (see section entitled: "PROPOSED CONSTRUCTION"). It is possible subsurface conditions could vary between or beyond the points explored. If conditions are encountered during construction which differ from those described in this report, or if the scope or nature of the proposed construction changes, we should be notified immediately in order to review and, if deemed necessary, conduct additional studies and/or provide supplemental recommendations. Recommendations provided in this report are based on the assumption that an adequate program of tests and observations will be conducted by Brown & Mills during the construction phase in order to evaluate compliance with our recommendations. The scope of services provided by Brown & Mills for this project did not include the investigation and/or evaluation of toxic substances, or soil or groundwater contamination of any type. If such conditions are encountered during site development, additional studies may be required. Further, services provided by Brown & Mills for this project did not include the investigation and/or evaluation of soil corrosivity. Depending on planned pipe types, bedding conditions, and other factors beyond the scope of this study, it may be appropriate' -to evaluate soil corrosivity prior to development. e February 21, 2005 BMI Project No. 05S-021 This report may be used only by our client and only for the purposes stated herein, within a reasonable time from .its issuance. Land use, site conditions, and other factors may change over time which may require additional studies. In the event a significant period of time elapses between the date of this report and construction, Brown & Mills shall be notified of such occurrence in order to review current conditions. Depending on that review, Brown & Mills may require that additional studies be conducted and that an updated or revised report be issued. Any party other than our client who wishes to use all or any portion of this report shall notify Brown & Mills of such intended use. Based on the intended use as well as other site -related factors, Brown& Mills may require that additional studies be conducted and that an updated or revised report be issued. Failure to comply with any of the requirements outlined above by the client or any other party shall release Brown & Mills from any liability arising from the unauthorized use of this report. 27 21 r ��/, i �i����y*"'• A • ` t ��✓ �. �_�'- Vis. �•�7�J��� •. ri � � J • L w yQr a h 149 I--,' rvtinin I", SCALE 1:125,000 4 2 1 0 MILES 2 4 VICINITY MAP ... PROPOSED COMMERCIAL BUILDING DURHAM-PENTZ*ROAD 1 BUTTE COUNTY, CALIFORNIA ' • • 05S-021 TP -2 \ r I� NORTH NO SCALE i n TP -1 i y LEGEND NOTE: Test pits were located in the field by visual APPROXIMATE TEST PIT methods. Therefore, the locations of the test pits LOCATION shown on this plan should be considered highly approximate. REFERENCE: Plan prepared by Robertson & Dominick titled: "LOT LAYOUT," Sheet C1, no date. PLATE SITE PLAN ■ ■■ PROPOSED COMMERCIAL BUILDING 2 SEA 5 N DURHAM-PENTZ ROAD BUTTE COUNTY, CALIFORNIA • • • 05S-021 I • `UNIFIED SOIL CLASSIFICATION SYSTEM NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS LOG SYMBOLS AND DEFINITIONS :.•..- MAJORDIVISIONS -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) COARSE- GRAINED SOILS GRAVELS MORE THAN 50% OF COARSE FRACTION GRAVELS (LITTLE OR NO FINES) GW Well -graded gravels, gravel -sand mixtures, little or no fines GP Poorly -graded gravels, gravel -sand mixtures, little or no fines GRAVELS GM Silty gravels, poorly-gradedgraveksand-sift mixtures (3 -INCH OUTSIDE DIAMETER) RETAINED ON NO. 4 SIEVE (APPRECIABLE FINES) GC Clayey gravels, poorty-graded gravel--sand-clay matures MORE THAN OF MATERIALAL IS GREATER THAN NO. 200 SIEVE SANDS MORE THAN 50% OF COARSE FRACTION PASSES NO. 4 SIEVE SANDS (UTILE OR NO FINES) SW Well -graded sands, gravelly sands, little or no fines SP Poorly -graded sands, gravelly sands, little or no fines SANDS (APPRECIABLE FINES) SM Silty sands, poorly -graded sand -gravel -sift matures SC Clayey sands, poorty-graded sand -gravel -day matures FINE- GRAINED SOILS SILTS AND CLAYS LIQUID LIMIT LESS THAN 50 M L Inorganic sifts and very fine sands, silty or clayey fine sands, clayey silts with slight plasticity CL Inorganic clays of low-to-medium plasticity, gravelly days, sandy clays, silty days, lean clays OL Organic sifts and clays of low plasticity MORE THAN 50% (CALTRANS TEST 301) OF MATERIAL IS SMALLER THAN NO. 200 SIEVE SILTS AND CLAYS LIQUID LIMIT GREATER THAN 50 MH Inorganic sifts, micaceous or diatomaceous fine sands or situ CH Inorganic clays of high plasticity, fat days OH Organic sifts and clays of high plasticity HIGHLY ORGANIC SOILS PT Peat, humus, swamp soils with high organic content NOTE: DUAL SYMBOLS ARE USED TO INDICATE BORDERLINE SOIL CLASSIFICATIONS LOG SYMBOLS AND DEFINITIONS :.•..- SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST M ETHO D 0.4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on logs are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampled borings, may vary by as much as. the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. _ 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOGLEGEND PROPOSED COMMERCIAL BUILDING 1 M DURHAM-PENTZ ROAD BUTTE COUNTY, CALIFORNIA • 05S-021 �K STANDARD PENETRATION SPLIT -SPOON -4 % PASSING NO. 4 SIEVE SAMPLER (2 -INCH OUTSIDE DIAMETER) (ASTM TEST METHOD C 136) -200 % PASSING NO. 200 SIEVE ' CALIFORNIA SAMPLER (ASTM TEST METHOD C 117) (3 -INCH OUTSIDE DIAMETER) LL LIQUID LIMIT . MODIFIED CALIFORNIA SAMPLER (ASTM TEST METHOD D 4318) (2.5 -INCH OUTSIDE DIAMETER) PI PLASTICITY INDEX (ASTM TEST METHOD D 4318) ® BAG/BULK R-VAL RESISTANCE VALUE (CALTRANS TEST 301) . THIN-WALLED SHELBY TUBE EI EXPANSION INDEX (3 -INCH OUTSIDE DIAMETER) (UBC STANDARD 29-2) COL COLLAPSE POTENTIAL WATER LEVEL (ASTM TEST METHOD D 5333) (LEVEL ESTABLISHED AS NOTED ON LOGS) SP SWELL POTENTIAL (under a specified load) WATER OR SEEPAGE ENCOUNTERED (ASTM TEST M ETHO D 0.4546) (LEVEL NOT ESTABLISHED) SL SWELL PRESSURE (no consolidation) (ASTM TEST METHOD D 4546) GENERAL NOTES: 1. Lines separating soil or rock strata on logs are approximate boundaries only. Actual transitions may be gradual and, in the case of selectively sampled borings, may vary by as much as. the sample interval. 2. In general, Unified Soil Classification designations were evaluated using visual methods only. Actual designations (based on laboratory tests) may vary. _ 3. Logs represent general soil conditions on the date and at the location indicated. No warranty is provided as to the continuity of soil conditions between individual sample locations. 4. Unconfined compressive strengths reported on the logs (if any) were obtained using a pocket penetrometer. LOGLEGEND PROPOSED COMMERCIAL BUILDING 1 M DURHAM-PENTZ ROAD BUTTE COUNTY, CALIFORNIA • 05S-021 �K ROCK QUALITY DESIGNATION '• ROD (%) ROCK QUALITY FRACTURING LOG TERM DEFINITION Very Widely >6 feet Widely 2 to 6 feet Moderately 8 to 24 inches Closely 2-1/2 to 8 inches Very Closely 3/4 to 2-1/2 inches ROCK QUALITY DESIGNATION '• ROD (%) ROCK QUALITY 90-100 100 Excellent 75- 90 Good 50-75 Fair 25-50 Poor 0-25 Very Poor LOG TERM WEATHERING DESCRIPTION / DEFINITION Fresh No visible sign of decomposition or discoloration. Rings under hammer impact. Slightly Weathered Slight discoloration inwards from open fractures; otherwise similar to fresh. Moderately Weathered y Discoloration throughout. Strength less than fresh rock; specimens cannot 6e broken by hand or scraped with knife. Highly Weathered g Y Specimens can be broken b hand with effort and shaved with knife. Texture becoming indistinct but fabric preserved. Weathered prMinerals sreceneslbcldetteCompletely evedeSPmsaiYrumbed orpenetrated, ROCK CLASSIFICATION LEGEND PLATE PROPOSED COMMERCIAL BUILDING 4 mom I M DURHAM-PENTZ ROAD BUTTE COUNTY, CALIFORNIA • ' • • 05S-021 COMPETENCY APPROXIMATE RANGE OF CLASS LOG TERM DESCRIPTION / DEFINITION UNCONFINED COMPRES- SIVE STRENGTHS (tsf) I Extremely Many blows witheologic o break intact required-t >2000 Stronghammer specimens. II Very Strong Hand-held specimens break with pick -end of hammer under 1000-2000 more than one blow. III Strong Hand-held specimens can be broken with single moderate 500-1000 blow with pick -end of hammer. IV ModeratelySpecimens can be scraped with knife; light blow 250 500 Strong with pick -end of hammer causes indentations. V Weak moderate blow with under of 10 - 250 hammer. VI Friable Specimens crumble in hand. N/A ROCK CLASSIFICATION LEGEND PLATE PROPOSED COMMERCIAL BUILDING 4 mom I M DURHAM-PENTZ ROAD BUTTE COUNTY, CALIFORNIA • ' • • 05S-021 re(PLORATION DATE LOGGED BY TOTAL DEPTH February 10, 2005 Peter Schurman ° . 3 feet EXPLORATION EQUIPMENT BACKFILL MATERIAL Catepillar 416 backhoe equipped with a 24 -inch -wide bucket Excavated soil TEST PIT NO. TP -1 LOG OF EXPLORATORY TEST PIT PROPOSED COMMERCIAL BUILDING 5 DURHAM-PENTZ ROAD BUTTE COUNTY, CALIFORNIA • - • • OSS -021 DESCRIPTION LABORATORYFIEW SURFACE CONDITIONS 2 0 Grasses 4 O w w 15 W O Q W (4 Z 0 � _j LL, Z 2 Imo- LU Z 2 W GROUNDWATER CONDITIONS Z W Co s o w m No free groundwater encountered o ti W o Q Z o m � � o � � LU o U o - N/A vQ) U)i PI=19 1 CL Sandy CLAY: Dark red-brcwn, moist -to -wet, medium stiff, fine -to -coarse grained, with some silt R-VAL=8 and fine gravel 1 VOLCANIC CONGLOMERATE: Yellow-brown and red -brown, moderately weathered, moderately strong 2 2 grades strong 3 Test pit terminated at a deoth of approximately 3 feet below existing site grade due to essential 4 refusal on rock. 6 7 8 9 LOG OF EXPLORATORY TEST PIT PROPOSED COMMERCIAL BUILDING 5 DURHAM-PENTZ ROAD BUTTE COUNTY, CALIFORNIA • - • • OSS -021 ORATION DATE LOGGED BY TOTAL DEPTH February 10, 2005 Peter SchurmAn 3 feet EXPLORATION EQUIPMENT EA <FILL MATERIAL Catepillar 416 backhoe equipped with a 24 -inch -wide bucket Excavated soil TEST PIT NO. TP -2 PLATE NMWWWW LOG OF EXPLORATORY TEST PIT PROPOSED COMMERCIAL BUILDING 6 DURHAM-PENTZ ROAD • • • 05s-021 BUTTE COUNTY, CALIFORNIA SURFACE CONDITIONS 2 LU o Grasses a w W }' U. O W U Z W W m J L 2 ROU CONDITIONS LU LU oU J U m No free groundwater encountered o w W Q z � z LU cc EZ o vQi vQi m j "� oSQ � Q) o Q) U, N/A 1 CL Sandy CLAY: Dark red -brown, moist -to -wet, medium stiff, fine -to -coarse grained, with some silt and fine gravel 1 VOLCANIC CONGLOMERATE: Yellow-brown and red -brown, moderately weathered, moderately strong 2 2 grades strong 3 Test pit terminated at a depth of approximately 3 feet below existing site grade due to essential 4 refusal on rock. 76- 8 9 PLATE NMWWWW LOG OF EXPLORATORY TEST PIT PROPOSED COMMERCIAL BUILDING 6 DURHAM-PENTZ ROAD • • • 05s-021 BUTTE COUNTY, CALIFORNIA ORATION DATE LOGGEDBY TOTAL DEPTH February 10, 2005 Peter Schurmatn ! 3-1/2 feet EXPLORATION EQUIPMENT BACKFILL MATERIAL Catepillar 416 backhoe equipped with a 24 -inch -wide bucket Excavated soil TEST PIT NO. TP -3 - PLATE LOG OF EXPLORATORY TEST PIT PROPOSED COMMERCIAL BUILDING 7 DURHAM-PENTZ ROAD • - • 05s-021 BUTTE COUNTY, CALIFORNIA .1 1 1 W11 - SURFACE CONDITIONS Z -. Grasses 4 h O 2 LU 2 2 Z e= W LU m J W 2 Cr GROUNDWATER CONDITIONS W W Ci w W J V) m Z o Z CS m o z i a d o No free groundwater encountered � w Q w Q¢ ::Zi ��' V) ¢ o o L w o w N/A o vI cn m J D Z U o (4)o 1 CL Sandy CLAY: Dark red -brown, moist -to -wet, medium stiff, fine -to -coarse grained, with some silt and fine gravel 1 2 VOLCANIC CONGLOMERATE: Yellow-brown and 2 red -brown, moderately weathered, moderately strong 3 grades strong 4 Test pit terminated at a depth of approximately 3-1/2 feet below existing site grade due to essential refusal on rock. 6 7 8 9 - PLATE LOG OF EXPLORATORY TEST PIT PROPOSED COMMERCIAL BUILDING 7 DURHAM-PENTZ ROAD • - • 05s-021 BUTTE COUNTY, CALIFORNIA SURFACE GRADED TO DRAIN NATIVE SOIL PLACED AND COMPACTED IN ACCORDANCE WITH PROJECT REQUIREMENTS FOR ENGINEERED FILL i i=iii=i u=iii=i n=� n=iii=u i=iii=i u=iii=11 � � � 11=i n=iii=i i ill i i=i n=n r i=n i= II ti:):y: ti:G�ti:ti: II� 6 TO 12 INCHES 116 TRENCH DRAIN EXCAVATIONs s z s s s s s "j 4444.4a sssass,srs; II �saaJs�s�sas�sas�s II: GEOTEXTILE FILTER FABRIC DEPTH WILL VARY .°.as�i�s�s�sas?r�s�s Ii SEE NOTE 1 BELOW DRAINROCK PERFORATED OR SLOTTED PIPE NOT TO SCALE NOTES: 18 INCHES MIN. 1. EXCAVATIONS FOR PROPOSED TRENCH DRAINS SHOULD EXTEND AT LEAST 6 INCHES INTO DENSE, CEMENTED SOIL OR ROCK. THE PROJECT GEOTECHNICAL ENGINEER SHOULD VERIFY TRENCH DEPTHS AND BOTTOM CONDITIONS AT THE TIME OF CONSTRUCTION. 2. EXCAVATIONS FOR ALL TRENCH DRAINS SHOULD BE FREE OF ROOTS, ANGULAR ROCKS, OR OTHER SHARP OBJECTS WHICH COULD PUNCTURE THE GEOTEXTILE FILTER FABRIC. 3. GEOTEXTILE FILTER FABRIC SHOULD CONSIST OF MIRAR 140 NS, AMACO 4546, OR OTHER EQUIVALENT FABRIC APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. 4. GEOTEXTILE FILTER FABRIC SHOULD BE STORED, HANDLED, AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 5. PERFORATED OR SLOTTED PIPE SHOULD BE AT LEAST 4 INCHES IN DIAMETER (FOR DRAINS LESS THAN 200 FEET IN LENGTH) OR 6 INCHES IN DIAMETER (FOR DRAINS IN EXCESS OF 200 FEET IN LENGTH). PIPE SHOULD CONSIST OF PERFORATED OR SLOTTED, HIGH STRENGTH PLASTIC (OR OTHER SIMILAR MATERIAL) CAPABLE OF SUSTAINING OVERBURDEN LOADS (AS WELL AS INDUCED LOADING DUE SURFACE LOADS, NEARBY FOUNDATIONS, ETC.) WITHOUT NOTICEABLE DEFORMATIONS. PIPE TYPE, PRELIMINARY FLOWUNE ELEVATIONS, CONNECTION DETAILS, AND INSTALLATION METHODS SHOULD BE DETERMINED AND SPECIFIED BY THE PROJECT ENGINEER OR ARCHITECT. 6. PIPE PERFORATIONS OR SLOTS SHOULD BE NO MORE THAN 1/4 -INCH IN MAXIMUM DIAMETER OR WIDTH. 7. THE BOTTOM OF THE PERFORATED OR SLOTTED PIPE SHOULD BE PLACED WITHIN 1 TO 3 INCHES OF THE TRENCH BOTTOM. THE PIPE SHOULD BE CENTERED (HORIZONTALLY) WITHIN THE TRENCH EXCAVATION, WITH PERFORATIONS OR SLOTS ORIENTATED DOWN OR TO THE SIDE. 8. DRAINROCK SHOULD CONSIST OF POORLY -GRADED, DURABLE STONE, SIZED SUCH THAT 100 PERCENT PASSES THE 1 -INCH SIEVE AND LESS Tr -;AN 5 PERCENT PASSES THE N0, 4 SIEVE. 9. WATE=; COL::=CTED BY Tr.=- PERFORATED OR SLOTTED PIPE SHOULD BE DIRECTED BY SOLID CONDUIT (OF SIMILAR TYPE TO PE:;FORA -D OR SLOTTED) TO A SUMP, DITCH, STORM DRAIN, OR OTHER SUITABLE LOCATION FOR DISPOSAL. 10. PERFORA= OR SLOTTED PIPE AND ANY SOUD CONDUIT COLLECTOR PIPES SHOULD BE SLOPED A MINIMUM OF TWO PERCENT (2%) TO DRAIN. TYPICAL TRENCH DRAIN DETAIL PLATE �� ■ PROPOSED COMMERCIAL BUILDING �■� DURHAM-PENTZ ROAD 8. - • 05S-021 BUTTE COUNTY, CALIFORNIA r �) ` A � I tL LDA ' ryStreet VV Iv - .i Marys Maryssville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.willdan.com j July 22, 2005 i Scott Rutherford Butte County Building Department 7 County Center Drive ' Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX BUTTE COUNTY PLAN REVIEW REPORT Status: Approved Willdan Project No:. 14353-1577-M Jurisdiction Job No: 05-1018 Assessor's Parcel No: 040-140-062 Description: Ratekin Family Trust -New Metal Bldg Dear Mr. Rutherford: I Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: k Plans: Two (2) copies, sheets A-1 through A-4, S-1, S2, H-1, E-1 E-2 dated 1/18/05 revisions dated 06/22/05 by Gary Hawkins Architect. k Plans: Two (2) copies, sheets E1 through E8/L, F1L dated 2/25/05 by General Steel Corporation �k Structural Calculations: Two (2) copies dated 4/20/05 by Gary Hawkins Architect �k Engineering and Product Data: Two (2) copies dated 2/24/05 by Star Building Systems �k Column Reactions: Two (2) copies dated 1/20/05 by Star * Geotechnical Report: One (1) copy dated 02/21/05, by Brown & Mills, Inc. The plans have been stamped with the Willdan approval stamp and dated. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the page to follow is the identification of the codes and standards applicable to the project, a code { analysis, conditions -of -approval and identification of any deferred submittals. ti SWI LLerving ,DA�N APPLICABLE CODES Our review was based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • . Part 2, known as the California Building Code (CBC) • Part 3, known as the California Electrical Code and abbreviated herein as CEC. • Part 4, known as the California Mechanical Code and abbreviated herein as CMC. • Part 6, known as the California Energy Code, and Energy Commission Standards (CECS) CODE ANALYSIS Specific Use Type of Type of Sprinklers Stories 1" Floor Total Sq Occupancy Construction Sq Ft Ft Truss F-1 III -NR No 1 15,120 15,120 Manufacturing CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and notes as redlined on the plans. SPECIAL INSPECTION NEEDS Our plan review reveals the following special inspection needs pursuant to CBC 1701: • Bolts installed in concrete • Structural welding • High strength bolting DEFERRED SUBMITTALS Our plan review reveals no deferred submittals. Sincerely, 4Rikey D. Mauldin Senior Plans Examiner Cc: Alice Mefford, amefford@buttecounty.net s Suresh Acharya, SE • Structural Engineer Page 2 of County of Butte 05-1018 Willdan 14353-1577-M. a NOTES RESIDENTIAL -PERMIT NO. _ 040-140-062 " 04-3476 GUS GORE &SONS L U 792 DURHAM DAYTON HWY, CHICO / Cont: OWNER CONV SF TO OFFICE SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS_ VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER -ice 8-e_�f i OFFICE COPY r. Addres'79a Duotoom bhp- WV s G� Leo GASr— Meter By Date ELECTRIC Meter By VVXM6cU S` Date6_-23_-_W JOB FINALED (Da Signature J=OK 0 = Not OK = Not Ready NotApplicable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 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-Clearances-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements-Setbacks-Easements Card B-1 Date Card B-1 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-Type-Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements-Setbacks-Easements 2. Footings; Size-Spacing-Marriage Line 3. Blocking 4. Gas; MH Test-Demand-Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 'r MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men-Linina 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 { J=OK 0 = Not - =Not AAppplicable . = Not Ready Card B-1 S, Date RESIDENTIAL Date UN?,LdFLOOR (Plans) OK except #'s Card B-1 Date Zon' -Setbacks-Easements-Flood-Slope 2. g., Main; Soils-Elec. Grnd.- /" Ftg. Depth Wate 'ell, Disconnect, Electrical, Plumbing 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth )C1as�Protection 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemw Is, Garage; Steel- Blockouts-Wrapped Date 6a. Hol owns and Special Anchors Date 7. Xb, Steel -Wrapped Date FRA G (Permit) OK except #'s Piers -Fireplace Ftg.-Steel Comments at Final: 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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date Dat 15. Access & Ventilation 16. Insulation Date ,4Card B-1 12ZZ Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING P r it) OK except #'s e-17 C- 17. Wa tr.: Vent -Access -Combustion Air Baffle er Pipe; Test & Anchor -Nail Protection D.W.V.: Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access ?j, jedTub & Shower, Second Floor -Tub Access QjV�Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card �,1 Date Card B-1 Date ELE CAL (Permit) OK except #'s :j�.�tVer& Transformer Clearance -Ins. Protection 25. c. Receptacles Spacing -Lights & Switches at Doors e Boxes & No. of Conductors Stapled (��VRex Installed Close to Edge of Studs & C.J. 8 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI n 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes Cl No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector (Single & Duplex) Date(p--OS Card B-1 S, Date Card B-1 Date Card B-1 Date Card B-1 Date MECH.A161CAL (Permit) OK except #'s 49. A�/f3ucts Insulation & Support Wate 'ell, Disconnect, Electrical, Plumbing 50. Ven 6Fan, Exhaust above insulation 51. 38 ondensate Drain & Overflow, Size & Grade )C1as�Protection 52. 39. Furna ent Access -Comb. Ait-Return Air Vent 115 Outlet cte-mr1c Access & Platform if Furnace in Attic Property Line Firewall & Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G (Permit) OK except #'s Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Materials & Anchors 42--"fNal Studs -Nailing Spacing & Braces -Plates -Sound 4 ea' g Walls over Girders & Floor Nailing 4 ra top in Walls (rat proof) 4 tr tops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAM IN Continued) 47 ers-Post Caps -Anchors -Connectors Following In . rive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. ling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Wate 'ell, Disconnect, Electrical, Plumbing 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions )C1as�Protection 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings er -ewer Connected -C/O to Grade -HD Approval Compliance Certificate -Other Certificates 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 96. 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Card B-1 Date Card B-1 Card B-1 Date Card B-1 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Comments at Final: 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Gjadirig Area -Glass Protection -Skylights -Plastic ar Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration- -Windows Date Dat I Card B-1 Date Card B-1 Card B-1 Date Card B-1 Datevv FINA tans) OK ex46ept #'s 64- Ext. Steps -Door & Sidelight Protection -Landings 65. PT2ke Detector W. -Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F�th Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth --� 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes _ 83. Following In . rive O Yes O No/Walks O Yes O No/Planters O Yes O No 84. St rown-Finish nit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Wate 'ell, Disconnect, Electrical, Plumbing or Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House )C1as�Protection Co .ections from Previous Inspections G est -Meters Tagged, Gas -Electric jj�&efg& er -ewer Connected -C/O to Grade -HD Approval Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkl Date L Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: -COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 (530)538-7541 CERTIFICATE OF OCCUPANCY This building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 04-3476 for the following: f Use Classification Office Address or Location 741 Oroville Chico Highway, Durham, California Group: B Occupancy, Type: V -N Construction. It is hereby certified for the occupancy described above and may be occupied. Date: 07/28/2005 By_ Scott"Rutherford Mana er Buildin Division g � g Jul 28 05 08:08a LOERKE INSULATION CO.,INC 5308918560 p.l dr C! ri1 8,1�.9!nL�;oir. UA -- �a OF ETAUArbaI MOF stir ar Type Egg Ewan FmUt2J� Mom etkUus abti":i.``�c�� .. �tl."*-��i �'':��:���-sy'.�i 5,�.. y, _ .c, �'�,�'^'t+-s �'' `�fs� r<Ci�.4 . ��°.�w f!�, s �.,,� �_..._.___.•___..._.__.. Y � yme M- FLOM p o—I Iti. 'C. dit[4r,.S\.. hp:TM4-,•y:••: 7 f� � LsLr":"�f d �-^ ' �,;:.r�^�t9z, VE•af..�" m ��: r� v.�;:ni.;? �" tR F.N�i'��.^ry 531 se 6-0_ • r O 1NI (B or au�+tgbs; BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891--2834 (CHICO) OFFICE #: (530) 538-7541 - PERMIT NO. BP043476 B. C. Building Permit 01-16-74 pp 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty or perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and Issued Date: 03/29/2005 APN: 040-140-062-000 effect I License Class: License Number. ZSite Address: 792 DURHAM DAYTON HWY DUR Dater � �1. 0SConlractor: C F Map Index: 'OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Description: CONVERT NSF TO OFC Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, Improve, demolish, or repair any structure, prior Owner: RATEKIN FAMILY TRUST to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of JAMES H AND DIANE L. RATEKIN the Contractor's Slate License Law (Chapter 9 commencing with Section TRUSTEES 7000) of Division 3 of the Business and Professions Code) or that he or 2555 ZANELLA WAY STE A she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the CHICO, CA 95928 applicant to a civil penalty of not more than five hundred dollars (8500).): 530-342-5844 ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' Slate License Law does not apply to an owner of property who builds or Improves thereon• and who does Applicant: CONSTRUCTION FRAMING SPECIALISTS PP such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder• will have the burden of proving that he or she did not build or Improve for the purpose of 2555 ZANELLA WAY sale.).. SUITE A ❑ I, as owner of the property, am exclusively contracting with 95928 licensed contractors to construct the project (Sec. 7044, Business and Pfofessions Code. The Contractors' Stale License Law does not apply to an owner of properly who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: CONSTRUCTION FRAMING SPECIALISTS ❑ 1 am Exempt under Article 3 of the Business and Professions Code Dale: - Owner: 2555 ZANELLA WAY SUITE A WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for 95928 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit License #: 449281 Is Issued. I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Architect: insurance carrier and policy number are: �T4,�e ��,.� Engineer: Carrier: � ^ —1 2 17 2 -- t? p (� O •- -A 0 1 Policy !E: ❑ I certify that in the performance of the work for which this permit is Total Square Ft: 1988 S.F. Q Issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Valuation: $123,908.00 and agree that if I should become subject to the workers' compensation provisidns of Section 3700 of the Labor Code, i shall Census Code: forthwith comply with those provisions. 0 Date: plican . WARNING; Fallure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. )� '7 ��(� 539 CONSTRUCTION LENDING AGENCY This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resolution .o irk Indicated above for Which fees have been pa performance of the work for which this permit is Issued (Sec 3097 Civ.) By: Dale: Name: PERMIT EXPIRES ON: Address: (Date) ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the Callfomla Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and slate laws relating to building construction. I acknowledge it is unlawful to alter the substan p46ny official for r document of Butte County. I hereby authorize represental of ButteCounty to enter upon the above mentioned property for inspection oses. /es, ` l`T L ILi U Signa ure: Print Name:7^ \ - -�TV O Dale: t /� Sc Cl Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-74 pp 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 509 90 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICA TION **PLEASE PRINT CLEARLY** 012E`s WNER Last Name CONTRACTOR First Name AddressZ.Pr.j �� 2• City`O Ct.,> State zip(:,,,, 2 Phon,, E5Cj_Z _,2.T CC.;,ax Faxr.50S S E-mail S�o\rW\Y� • Gl7M APPLICANT NAME ARCHITECT/ENGINEER CONTRACTOR Name G �� 2• Addres Ct.,> ZSR -&.e LI -A W City W E5Cj_Z _,2.T CC.;,ax State ZiC�Abp -P State License Number s ax - E -mail Lic. #44,5.z Class APPLICANT NAME ARCHITECT/ENGINEER Name City Addres �� 2• City t � Ct.,> Stat [_ eLotk Zip rI ..73 Phone E5Cj_Z _,2.T CC.;,ax Gib" t-) E-mail Date Approved: State License Number APPLICANT NAME Name1M _V Address City State Zip Phone Fax E-mail APP CANT SIGNATURE Ice use onl A d Zoning Flood Zone X SRA I Yes o Occ. WORKER'S COMPENSATION Type Const. Subdivision Name If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. BP 64- 3474. BIN Moi A LOCATION A d Property Address"'" Cit Cross Street WORKER'S COMPENSATION Policy Number Carrier �T � If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Mame Address Description or Scope of Work: CO4%/6/2T t-JSF -Tb + ��T` C C 104 Sq. Footage ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be re uired. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. K:\FORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 1 of 2 Received by: Amount: Bldg I SRA Receipt #: Sher'df 2 5.53 SMTP Date: Other tZ.g.o4 -26q(o ' S9 Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1" Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ � Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes:) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and, installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B)Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. - ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ' ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). M 13—Sanitatio�aacLsiieplan_appmyauDm_the-EavlronmentaLdealtb Depadm n _ Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ' I : , : k �; ❑ 5. Encroachment Permit• for driveway from the Public Works Dept. (construction approval prior to.occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds cavi only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work .has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING F0RMS\BIdgApp1SubRgmts.d0c Page 2 of 2 REV 7-27-04 Applicant: Gus Gore & Sons Permit 04=3476 Project Type: ConvertNSF to 9F&APN: 040-140-062 100% 70% Plan Check Fees $ 828.42 $ 579.90 $ 828.42 $ 579.90 • WILLDAN Fee $ 579.90 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 0�urrF0 ° ° 7 County Center Drive 0 0 °.' ° 0 o Oroville, CA 95965 _ cOUN'�y (530) 538.7601 Telephone (530) 538.7785 Facsimile M TO: WILLDAN ' ' FROM: Scott Rutherford (530) 538-7160 r� srutherfordCa)buttecounty.net SUBJECT: Plans Transmittal For Review Per Contract O DATE:' 12/9/2004 Applicant: Gus Gore & Sons Permit 04=3476 Project Type: ConvertNSF to 9F&APN: 040-140-062 100% 70% Plan Check Fees $ 828.42 $ 579.90 $ 828.42 $ 579.90 • WILLDAN Fee $ 579.90 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF'BUTTE-DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 Gcrs �orz c PERMIT APPLICATION DATA SHEET J OWNER:�'fz`rT�f t ti ASSESSOR PARCEL NUMBER d40 1 4 o n b Proposed Building Use: (f�+Jy E R S idn�j%4SE TD Q�cr Counter Technician: �� Date: I7 •8 0 4 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to a ply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. O 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 5' 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 2 Erosion Control Plan Required.................................V644.' � .. j.P................ ........ ,� 21 ees as shown on the attached Schedule of Fees Due She6 44. ' .................... ❑ 22. City of Chico Plumbing permit........................................................................ �KOT57_-),ontact 23. California Department of Forestry plan approval ❑ paid. Sent by: .... c 24. Planning approval (A) Use: �(B)Parking: (C) Parcel Check:_ Z O$' C7- ! Land Development about improvements, c ftainage ......................... 3/zq/or 46=%4- S A ❑ '"Z6. NPDES Form.................................................. ........................................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy.Number.......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization........... ..........................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance...........:................................................... ❑ 35. Existing violations and/or expired permits........`................................................. ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. Other: n F e5vr#J E Q=r-r , a ❑ 39. Other: When issued Telephone e- n 4 • 4 r /_ s:!r- and hold for pickup. I have been-i�rmed of the above items and requirements for obtaining a building permit. Applicant: Date: U U� 1. Index,permit ap6lication for the above items numbered: Plan Check Letter 2. Additional item es rr qui Contractor, designe ,owner- was advised of the above data by phone, ❑ mail, ❑ counter, by Date: 1"1 Contractor, designe , er, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: i I I I I Date: Structural reviewed by: Date: Structural approved by:Vt Date: Note transfer by:� /'^ Date: Yellow: Building Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Y r� 9102 Pisa Annch�d Floor Plena A=CftQ C mart t0 B.D. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Clearance for__—.dceflifrg: Other C,-.ya7► i'(3 60 AA Xif Hold final for: Final clearance O.K. for: NOTE: Environme 8/96 Health Specialist Private Well != =-- Shoc- 71� Date 2 -1 7- oq- I I _j • 1,1 41 - i� _j • � r • �,� ... `� r _. .. t- � .. yF k .. .`a 1 � ... ;' f .. � tea. r..i.. — '_ � - v �. -. f - .. , r.. �:' ;� 3 '. , _ �,� �i - � � '�, ,. .ri ' ►� ',� �. • �,� ... `� r _. .. t- � .. yF k .. .`a 1 � ... ;' f .. � tea. r..i.. — '_ � - v �. -. f - .. , r.. �:' ;� 3 '. , _ �,� DEC- 9-04 THU 1:44 PM CFS FAX NO. 5303425845 P. I 1 If N R m .1 9,:,o frC.I."'.0LI"T s -0 DA71 E: ATTENTION: FAX4, MESSAGE: >Lj -'RIGIN 1- NOT ORIGINAL. MAILED --"0 r TOTAL PAGES INCLUDING COVER PAGE: THIS FAX WAS SENT BY: x1,. 342, ' 5844 342.-5845 fax LIC # 44928 ?555 Zanella Way Suite A DEC- 9-04 THU 1:44 PM CFS 00" .N.. 00215050••002 FAX NO r 5303425845 P. 2 11111111iliili11111111111i111INI Recorded ffir_ia2 Records (:;lata GF' IdDAC'F' J. fsRtIRIlS Recorder 05MRY DICKS0N Assistant t Qtatlll E9-• CJc t-�W4 RE VCE 1.0.W Barbara page t or 7 _ __..._ .._._ ..._. __ ...._._..___._.__...._._... ........fl....; , IS I,INF'. l•'tiK Iif-CiNtill li'ti t'.ai: r P'artr,tNo. 040-140-062 GRANT fff,'D 11115 FORM FURNISHw BY HIDWEI-1_ TtTLrt & ESCROW CO3'4?AN1' The 1Jpdersigned Grantor(s) Dcclarc(s) Documentary Transfer Tttx Is [J City/Town of 13 computed on full vatuu of ititcreat 5r pi Ity iunvi yt.'d, qr E0 Unincorporated Area U full value less value of9ieni or entunthrnncrs remainifigjit the time of sale 13 Monument Fee of S I OTO K&TI 1930 THIS CONVEYANCE TR,INSFERS 'fFIFIR INTEREST FROM THEIR INDIVIDUAL STA"'I? TO TK (R R1.'.V0f.:A1gr.'-'. I.IVIN(:i 'I'K115T ' I'Oli .A VALUABLE CONSIDF,RAT(ON, receipt of which is hereby acknowledged, ,JAMES H. RATEKIN AND OTANE L- RATEKTN hereby GRAN'r(s) to .TA,1ES 11. RATEKIN and DIANE L. RA:TF.h.IN, Husband and wife do Jni.n 1r'! •9Y'.G.^.1FlI��;'Ii {'S (>7' my., PACTEKIN FAMILY TRUST DATED SEPTEMP.EP, 19, 1990 the following real property in the U City of d Unincorporated Area Bounty of RUCCt, Srate of California: SEE EX11181'T A AITACIIED 11FRET0 AND MANE A PAI.O.' 11F,kEll- � �� t � •' , ems^ IIIIW11�7RUS 1'RUS'fEF. (1F TF[E RATI;K)N A E [.. RIN'f DATF.ly SEPTEMBER 19.1990 FA t LY' TRUST DATED 19. 1990 Document Date: October 26, 2001.____..___-__ Slate of california ."ounty of 1( SS. before me, the undersigned, a Notary Public in and for ;.t,ia (;t,unty :1rid Swu; ' per.:xxud(y. .Appeared JAMES )1. RATEKIN ANIS DIANE L. RAT EKIN_•__,,,,,,__............_ .............. _ ..... _.... .. (NAIL TAX STATEMENTS TO: RECORDING REQUESTED , • Bidwell Title & I lcrow ('111 /J t1 AND rvUEN RECORDED `fn tnA,vr JAMES 11. RA"fEKIN 66 IIORSE RUN LANE C111CO, CA 95926 f tq, Su,4 IIj 00" .N.. 00215050••002 FAX NO r 5303425845 P. 2 11111111iliili11111111111i111INI Recorded ffir_ia2 Records (:;lata GF' IdDAC'F' J. fsRtIRIlS Recorder 05MRY DICKS0N Assistant t Qtatlll E9-• CJc t-�W4 RE VCE 1.0.W Barbara page t or 7 _ __..._ .._._ ..._. __ ...._._..___._.__...._._... ........fl....; , IS I,INF'. l•'tiK Iif-CiNtill li'ti t'.ai: r P'artr,tNo. 040-140-062 GRANT fff,'D 11115 FORM FURNISHw BY HIDWEI-1_ TtTLrt & ESCROW CO3'4?AN1' The 1Jpdersigned Grantor(s) Dcclarc(s) Documentary Transfer Tttx Is [J City/Town of 13 computed on full vatuu of ititcreat 5r pi Ity iunvi yt.'d, qr E0 Unincorporated Area U full value less value of9ieni or entunthrnncrs remainifigjit the time of sale 13 Monument Fee of S I OTO K&TI 1930 THIS CONVEYANCE TR,INSFERS 'fFIFIR INTEREST FROM THEIR INDIVIDUAL STA"'I? TO TK (R R1.'.V0f.:A1gr.'-'. I.IVIN(:i 'I'K115T ' I'Oli .A VALUABLE CONSIDF,RAT(ON, receipt of which is hereby acknowledged, ,JAMES H. RATEKIN AND OTANE L- RATEKTN hereby GRAN'r(s) to .TA,1ES 11. RATEKIN and DIANE L. RA:TF.h.IN, Husband and wife do Jni.n 1r'! •9Y'.G.^.1FlI��;'Ii {'S (>7' my., PACTEKIN FAMILY TRUST DATED SEPTEMP.EP, 19, 1990 the following real property in the U City of d Unincorporated Area Bounty of RUCCt, Srate of California: SEE EX11181'T A AITACIIED 11FRET0 AND MANE A PAI.O.' 11F,kEll- � �� t � •' , ems^ IIIIW11�7RUS 1'RUS'fEF. (1F TF[E RATI;K)N A E [.. RIN'f DATF.ly SEPTEMBER 19.1990 FA t LY' TRUST DATED 19. 1990 Document Date: October 26, 2001.____..___-__ Slate of california ."ounty of 1( SS. before me, the undersigned, a Notary Public in and for ;.t,ia (;t,unty :1rid Swu; ' per.:xxud(y. .Appeared JAMES )1. RATEKIN ANIS DIANE L. RAT EKIN_•__,,,,,,__............_ .............. _ ..... _.... .. (NAIL TAX STATEMENTS TO: , .4 DEC.- 9-04 THU 1:45 PM CFS FAX N0. 5303425845 P. 3 STATE OF CALIFORNIA COUNTY OF ��..._ On _—_ �Q-mac _—ZZ�—��---- ------ before Me,, %4Z � r .Ta�,,;w. e.. _.__...._.._._....._..... . a Notary Public in atxl for said County and State, personally nppeared Personallyknown to me or roved to me on the basis of FOR NnTARY SEAL OR S -_-._...-._.__.j ( P' satisfactory evidence) to be the person(s) whose naine(s) is/are subscribed to the within instrument and acknowledged to me that he/she/thcy executed the sante un his/her/their authorized capacity(ies), and that -by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instzument. WITNESS my hand and official seal. STATE OF CALIFORNIA COUNTY OF On appeared l,d�t.tt(IlflAfit `. ctrul. UM64s •1QJTAa7PCW L%!VQR'hIA Cou�� si.Duue {,.,ytun, 4HC es tu�.�6,8iK,6 M�rov�rerewvvwv�rvro. . ) SS: --......_.__.____....—.-.--•-.-_..—.-, before rue, a Notary Public in and for said f:aottnty and State, personally Personally known to roe (or- proved to me on the basis of satisfoctory evidence) to be the person(s) whose name(s) is/are subscribed to die within instnurtent and acknowledged to me that he/.she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instfu.rnent. ' WITNESS my hand and official seal. Signature Nuturyak DEC- 9-04 TRU 1'46 PM GFS FAX N0. 5303425845 P. 4 Order No, 00215050 -C62 - EXHIBIT A 1'III. LAND REFFRRkED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT' CERTAIN 111 AL, PROPERTYSITUATE IN THE COUNTY" Or BU1"I1, STATE of CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1: A PART OF FARM ALLOTMENT NO. 87, ACCORDING TO MAP EN'T'I'T'LED, "SUHDIVISI4:)NA.I,- PLAN OF TIII:.DU,RIJAM STATE; LAND SETTLEMENT, BEING LOT NUMBIi R FOUR OF p 11F.,, It. W. DURHAM k STATF; INCLUDING TIIF C. F. LOTT RANCH, BOTII PIEING A'POWI'ION 011 TIfE. V'SQUON RANCHO, SITUATED NEAR DURHAM, BUTTE COUNTY, CALIFORNIA", 31AP WAS RECORDED IN TI11?, OFFICE OFTHE RECORDER OF'CIIf: COUNTY Ot%I3fJ"i"I'K, STATE OF CALIFORNIA, FEBRUARY 13,1919 IN 31AP BOOK 8, AT PAGES 23 AND 24, PARTICULARLY DVSCRIBFD AS FOLLOWS: BEGINNING AT THE MOST EASTERLY CORNER OF SAID FARM ,ewl..L01'MENT NO. 87 WHICI.I IS A POINT IN THU INTERSF.C.I'ION OF THE DURHAM-OROVILLF 110-kDs WIT II TIII, C"LN' EIR LINE OF TILE CHICO-OROVILLI'E HIGEIWAY; THENCE FOLLOWINGTHE FXTEIuOI1 BOUNDARIES OTS SAII) FARR-'I AI..I..OI'M%ENT NO.87, NOWFII S?° 20"Wt.S"t 10(15.0 Ii'I.di',T A.',Ni) NORTH 66° 31' WEST 4S.1 FEET; THENCE LEAVING THE EXTERIOR BOUNDARY 1:DUT? SOU'.1'llI 649.7 FEET, MORE; OR LESS, TO A POINT IN TATE SOU'1I-WRN BOUNWkRY Of SAID Fjklt.M ALLOTMENT; TIIENCF, ALONG SAID SOUTHERN BOUNDARY NOR'I7I 880 48' 1;AS:1' 837 I E'LeT TO TETE POINT OF BEGINNING. PARCEL II: BEING A 60.00 FOOT STRIP OF LAND SITUATED IN SECTION 26J.21 21 N., It. 2 E, M.D31. & M.; MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A STRIP OF LAND 30.00 FEET ON EACH SIDE OF AND ADJACENT 7'O'1'HE, EAS -1. AND WEST CENTERLINE. OF SAID SECTION 26; BOUNDED ON THE RAST QV Tl'(E WI;S'1'I3(LY RIGHT OF WAY LINE OIC OROVILLE CHICO HIGHWAY AS EXISTI '(3 UNI, 1,197.9; BOUNDED ON THE WEST BY A LINE WHICH IS 50.00 FEEIT NORTHERLY OF AND PARAI.I.,k'L WITH TATE CENTERLINE OIC' TIII? NI;W Ri,A.00ATIED DURHAM II.IC HWAY AS EX-IFF1NG JUNE 1, 1979 AND SHOWN ON THAT CERTAIN NIAP OF STATE HIGHWAY 99 AS IjU,II:? P1'AN$ STATE OF CALIFORNIA DEff. OF' T'RANSPOIYT'ATION CONTRACT NO. 03-061514 COMPLE'T'ED DECEMBER 14,1975. AP NO. 040-140-062 SITE PLAN REVIEW APPLICATION Date: J^,V- 21. 2 00 S AP# Permit Number (if applicable) 0q- '� '(Y M Bin Number U APPLICANT INFORMATION Parcel Size: s &Lf/S (YORE V- fBovs, Owners Name: Owners Address: Telephone No.: Situs Address: 7 y2 040tew O&.l17/� 011�t 1y Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary- Travel- Trailer. ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial. ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ 11 015i�G c ❑ Single Family Remodel ❑ Commercial Remodel MW Industrial Remodel ❑ Well [:]Agricultural Buffer Form ❑ 'Applicable ❑ N/A �c DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) . Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site PApn Stamped Approved By ! 3� Date �� Page 1 of 5 16 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: El Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: x • Flood Panel No.: O S-qo G Index Date: 6 — $ — ( 'F!8 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use -Form ❑ Encroachment- Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: VA -4 (r) Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front e___ _ 2b Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. ' Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: F] No ❑ Yes Comments: B&-re-ox-/-kog, ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger , , ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑O Page 4of5 re x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:Uanys\Building Permit Site Plan Reviewl.doc Page 5 of 5 - 147WILLDAN Serving Public Agencies March 7,'2005 T ' _ Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX ' 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.wilidan.com SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14353-1298 Jurisdiction Job No: 04-3476 Assessor's Parcel No: 040-140-062 Description: Gus Gore and Sons Convert Home to Office Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: ➢ Plans: Two (2) copies dated 11/24/2004, by Gary Hawkins Architecture. ➢ Energy Calculations: Two (2) copies dated 2/9/2005, by Energy Calculation Services. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. f'`~I V\/I LLDAN 117 C Street Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.willdan.com APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC" • Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS" CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. The covered porch information is not shown on the permit application. Butte County may increase the permit fee based on this information. Type of Type of 1" Floor Total Specific Use Occupancy Construction Stories Sq Ft Sq Ft ai Office B V -N 1 1842 1842 Covered Porch B V -N 1 146 146 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. 3. *Permit application building areas specified in the scope -of -work shall be reconciled with plans to Butte County's satisfaction. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701 Sincerely, Clay Sazman Ricardo Guzman, S.E. Plans Examiner Plan Check Engineer Cc: Alice Mefford, E-mail: amefford@buttecounty.net Gary Hawkins, FAX (530) 893-0532 Gus Gore and Sons, 2555 Zanella Way #A, Chico, CA 95928 Email: jimcfs@stormnet.com Page 2 of 2 County of Butte Perirli.t .Nuiiibcr 04-.34 76 ` WiLldan 1?.roiect Number 11353-1298 20 - STRUCTURAL CALCULATIONS Structural calculations for: Roof truss repair Jim Ratekin - CFS 6U.5 Go rze S'orl s Chico, California Job 05-021 �0 %2 v�,r-i oivt 7-D og-31-74 BUTTE COUNTY C-27470 BUILDING DIVISION'-.. APPROVED • A Frank M. Glazewski a architect Structural designer 3045 Ceres Avenue Suite 135 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 ol0 We0p40-140-,2- pyqy 9i� 1�EflNG DE. a. ol0 We0p40-140-,2- pyqy 9i� 1�EflNG DE. i ' ilU.1 L Ul UI :IJWIli z=z N N fn CD O O no0 �- N ,4 N N CV N N N T J Iv'VSS Tor (-(10�d r = I(0,0ps koo0o✓\ CIo,orS� 64011\ C( O„d`-u CrA Se.e (P5re oil r• v)Jvi- c on Cv✓e-ew Notes for truss repair: 3 Plywood gussets shall be '/2" cdx, panel index 32/16. OSB of the same thickness and panel index may be substituted. Plywood gussets, where shown, are at both sides of truss. Nails used shall be 8d. commons; 0:131 x 3" min. length. Note that nails must be 3" in length to allow the ends to be 'clinched' at the embedded end. Nail into each member from each side of truss at 4" o/c, staggering nails to avoid conflict. Clamp gusset at far. side during nailing (as required) to ensure proper nail protrusion through face of plywood. Use standard construction adhesive between plywood gussets and wood web members. Unless otherwise noted, face grain of plywood gussets shall be placed in the horizontal direction. BUTTE COUNTY BUILDING DIVISIOK, APPROVED i use �Iz'` P vio asJcuS eSlde hay w/ 00 C)_ CA -f .o�c eac - SfU5y�"erf, r- ►- r- LLIL" W W LLI Im j_ T L'?47W, n O r:I ! I Ila !~ ! 6CA e ( vl 1 ` 4's 1 7 AltK(� ,1 I CIrhL`^r- 1. 2,�0�' .• I-erlgce CLJ 0014 toe- har rh �oIOLC� e G j'Z, eG cls S r Ax I.a/ /Z ! r �,!_ 6-e o N a, C (&I- C-R- SIC,!! , (',all (,)/ I ; ! i i� i RAM Advanse File :Case A.AVW Condition: C2=dl+ll+rll Y I /PI. ,,, X11 1� HI �1 ��► „9` rig olS R. At Analysis (1st order) Date: 4/20/2005 11:32:48 AM I y C, „ 4 j I�',Z � S k-,'© / h h' Z = u � -a- !� a.�s�s �►��Sap 06 - d LA -1 2.A h2 N N N K r N N � 007oo 0 m �n cn cn S Y S rn nm� rn 1 —A U) W vi �v u�i KUi/ull:i l: i File : Case A.AVW i Condition: rll=Roof live load Y Analysis (1st order) 2 Date: 4/20/2005 10:41:09 AM 0 �� r 3(0 (,A Top (2,6,j VIAcked at'lliese n. (� tt yr r/ 1/�) " fUJOD l 5Ufj-ef (A J do °'}� wasf— -TyuSS r.rrpvAtfv— to File : Case A.AVW Condition: C2=dl+ll+rll Y \ . 5 [Kip] ' :49 [Kip] Case �j Analysis (1st order) Date: 4/20/2005 11:35:26 AM 11.► LO va z = �_ �ocncr. Caste G i. ' Cu Ck(a5y;)V"I Cf an (l Max C = 2,���' CSSUVA of t;eo C, ct iJ ukidoVr,aG,cvi� ides ► y � C = �13,s �Z- ��> = . �2�` RAM Advanse File : Case A.AVW , condition- rll=Roof live load Y Analysis (1st order) Date: 4'/20/2005 10:47:05 AM Dr vof rn iOp Leave "0"1 2a °� �e�y d -y �v�. I6 \L Cain, C j 1r2"I U7woad 5 cif -e l G,t Sri �1 wears n N o - �'''�S. rP-�ctl � RAM Advanse File :Case A.AVW Condition: C2=dl+ll+rll Y Analysis (1st order) I Z Date: 4/20/2005 11:33:08 AM 0 0 0 myy rt CC0 0 M xN H N t m z o nN \ b \ l a m � 0 • N nz N r N i • :J Nw O O 01 ?, q ho W N. V� 0 �E N b 0 0 0 0 0 0 C K ro ro ro ro ro \ m cn1�n q rn rn rn rn m Go bn0 �ro d NNS %x nim NN W N• rt w w 00 FlQ G w N 0 N N rr rr Fi• N N m 0 4 .4 0 N4 H 0 myy rt CC0 0 M w w H H a n n n n t m z o r d r \ b m a m � a < a < N r N Nw O O 01 ?, q ho n d 0 0 0 0 0 0 0 0 0 0 0 ro ro ro ro ro \ m m m m m q rn rn rn rn m Go d q m° c o a o m m � ro n n x \ r ft] ro m ^_ LQ N n A n N br 11 N r• rt n H m n D ON o w to \ N N•• N O \ n r r o tj Nn. N r N i N N 0 o r H N w 0 G1 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 72 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 T2 G1 .b U% � Iy Job Name: WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. BRO X -LOC REACT SIZE RHQ'D TC 2x4 DFL rl 1 0- 1-12 , 1281 3.50" 1.50" BC 2x4 DFL rl 2 25- 9- 4 12:1 3.50" 1.50" NEB 2x4 DFL r2 BRO REQUIREMENTS above are based ONLY Loaded for 10 PSP non -concurrent SCLL. on the trues material at each bearing Beg React Uplift ReQ'd Size are to be verified by the compone t manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads 1 1281 -124 1.50" Dsgnr: ARCD 2 1281 -124 1.50" utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing mate" directly TC FORCE AXL END CSI TC Live 16.00 1-2 -2572 0.11 0.39 0.50 attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any 2-3 -2260 0.04 0.41 0.45 TC Dead 16.001 3-4 -2260 0.04 0.41 0.45 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install 4-5 -2572 0.11 0.39 0.50 BC Livq 0.001 SC FORCE AXL END CSI and brace this muss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, 6-7 2391 0.31 0.29 0.60 7-8 .1587 .0.18 0.33 0.51 'ANS Vf PI I','WTCA I'- Wood Truss Council of America Standard Design Responsibilities,'HANDL04G INSTALLING AND BRACING METAL 8-9 2391 0.31 0.29 0.60 BC Dead 10.00 NEB FORCE CSI WEB FORCE CSI PLATE CONNECTED WOOD TRUSSES'- (HIB•91) and'HI&91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, 2-7 -454 0.08 3-8 709 0.13 3-7 709 0.13 4-8 -454 0.08 Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111,^• h Street, NW, Ste 800, Washington, DC 20036. T 4-7-12 T=03-15 Truss ID: T2 Qty: 30 Plating Spec : ANSI/TPI - 1995 THIS DESIGN I3 THE C014POSITS RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICSO RESEARCH REPORT 01607. PLATING BASED ON GREEN LUMBER VALUES, unN : UPLIFT RBACTION(S) Support 1 -123 lb Support 2 -123 lb This truss is designedusing the CBC -01 Code. Bldg Enclosed Yee, Importance Factor " 1.00 Truss Location . Not End Zone Hurricane/Ocean Line " No , Exp Category " C. Bldg Length " 80.00 ft, Bldg•Nidth 40.00 ft Mean roof height " 10.42 ft, mph 80 CBC Standard Occupancy, Dead Load 17.0 pef 66-1� 6-06-0_14' 6-06-014 6-10_10 i 6-10-10 12-11-8 19-0-6 25.11.0 12-11-8 12-11-8 1 2 +3 4 5 4.0 - -4.00 1 5-6 B1 132 W:308 W:308 R:1281 R:1281 U:-123 U:-123 21-3 .2-3-8 t 25-11-0 -� 6 7 8 9r 8-10-15� 8-1-3 8-1 8-10-15 17-0-1 25-11-0 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted PH 530-342-5844 WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Fax 530-342-5845 This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk: ABCD ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the compone t manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: ARCD C A utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing mate" directly TC Live 16.00 V\ attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 16.001 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Livq 0.001 :ONSTRUCTION FRAMING SPECIALISTS and brace this muss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software, '.555 ZANELLA WAY, SUITE A. CHICO. CA. 95928 'ANS Vf PI I','WTCA I'- Wood Truss Council of America Standard Design Responsibilities,'HANDL04G INSTALLING AND BRACING METAL BC Dead 10.00 PLATE CONNECTED WOOD TRUSSES'- (HIB•91) and'HI&91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Seqn T6.4.20�. ', 0 Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 111,^• h Street, NW, Ste 800, Washington, DC 20036. TOTAL 42.00 TCLL DEF CRITERIA: U360 BCLL DEF CRITERIA: U360 MAX DEFLECTION (span) : U999 IN MEM 7-8 (LIVE) L=-0.12" D=-0.19" T=-0.31" --_= Joint Locations ==__ 1 0-0-0 6 0-0-0 2 6-10-10 7 8.10.15 3 12-11-8 8 17-0.1 4 19-0-6 9 25.11-0 5 25-11-0 3/16/2005 Scale: 5132" = 1' WO: 31605 Customer Name: DurFacs L=1.25 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec CBC -01 TW Custo,,` a 37 W.O.#:31605 DATE: 3/16/2005 L.CANT: R.CANT: WGT:136 1 SEQN: T6.4.20 / 0 DUE: L.STUB: R.STUB: OCS: 2. 0-0 31605 COST: DSGR:ABCD SLP OHL: 2- 5- 0 SLP OHR: 2- 5- 0 CODE: CBC -01 JOB: CHKR:ABCD PKH LTC: 13- 9- 2 PKH RTC: 13- 9- 2 # TRS: 30 T 1 2 BF: 1238.3 400.0 PLT: 216.0 PKH LBC: 13- 9- 3 PKH RBC: 13- 9- 3 # GBL: 0 3.5-6 LABEL: T2 O/A HGT: 4- 7-12 1 LOAD: 16.00 16.00 10.00 20808 1001211DF 999 10408 10408 20808 1021211DF 9! IDW 111DW 111WL 70808 40808 70808 2090411WL -20308 30812 -20308 3040811WL QTY 30'. JU6 NVIL: T..be OTO= 0-14 " (CSI calcs based on'PPSA) 12-11-8 12-11-8 BRG X -LOC REACT SIZE REQ'D TC 1 1-3 2x4 DOUG PIR #1 0.11 0.39 0.50 1 2. 3 4 5 BRG REQUIRE24ENPS shown are based ONLY 4.0 — -4.00 , on the truss material at each bearing (LBR CPS 3/ 3/2005) APLT CPS 3/ 3/2005) (LAB CPS 3/ 4/2005) . 5.6 (ENV CFSR 3/ 4/2005) T1.5-4 6 LL;T2 QC;30 QP;30 XL;T2 W;6.4.20 T 7 251100 1.5-4 4-7-12 4-4-1 5-4-11 78 WP 080102 WZ N NS 3.5-6 JWL 70808 40300 70808 2081211WL 90308 40400 90308 3021211DF 999 70808 3.5-6 SHIP SO -3-15 20808 1001211DF 999 10408 10408 20808 1021211DF 9! IDW 111DW 111WL 70808 40808 70808 2090411WL -20308 30812 -20308 3040811WL = 0-3-15� JDF 999 -20308 30812 70808 308121IDD 1311DF 999 -20308 30812 90308 3050211DF 999 -20308 30812 90308 308121IDD 1411MD 3 4 3-4 B1 g2 W:308 W:308 R:1281 - RA281 U:-123 U:-123 22�a22�-8 25-11-0 6 7 8 9 (CSI calcs based on'PPSA) .....MEM.... ......SIZE AND GRADE...... AXL BND CSI BRG X -LOC REACT SIZE REQ'D TC 1 1-3 2x4 DOUG PIR #1 0.11 0.39 0.50 1 0- 1-12 1281 3.50" 1.50" TC 2 3-5 2x4 DOUG PIR #1 0.11 0.39 0.50 2 25- 9- 4 1281 3.50" 1.50" BRG REQUIRE24ENPS shown are based ONLY BC 1 6-9 2x4 DOUG FIR #1 0.31 0.29 0.60 on the truss material at each bearing (LBR CPS 3/ 3/2005) APLT CPS 3/ 3/2005) (LAB CPS 3/ 4/2005) . (MRP,: CPS 3/ 4/2005) (JPR CPS 3/ 3/2005) (ENV CFSR 3/ 4/2005) User Data File: 6 LL;T2 QC;30 QP;30 XL;T2 W;6.4.20 7 251100 8 H315 4 121108 -4E 22 OL20308 1 OR20308 1 33 DA 78 WP 080102 WZ N NS JWL 70808 40300 70808 2081211WL 90308 40400 90308 3021211DF 999 70808 40300 90308 4040011DF 999 70808 40300 90308 4031 JWL 908 40204 908 011DW 111WL 10408 10408 10408 61211WL 20808 10812 20808 1001211DF 999 10408 10408 20808 1021211DF 9! IDW 111DW 111WL 70808 40808 70808 2090411WL -20308 30812 -20308 3040811WL 90308 40900 90308 3040011DF 999 -20308 3081: JDF 999 -20308 30812 70808 308121IDD 1311DF 999 -20308 30812 90308 3050211DF 999 -20308 30812 90308 308121IDD 1411MD IDW 11ISG 0 2362 H 11ISG 0 2362 H 21ISG 0 2362 H 31 W.O.#:31605 DATE: 3/1612005 L.CANT: R.CANT: WGT: 136 SEAN: T6.4.20 / 0 DUE: L.STUB: R.STUB: OCS: 2- 0- 0 31605 CUST: DSGR:ABCD SLP OHL: 2- 5- 0 SLP OHR: 2- 5- 0 CODE: CBC -01 JOB: CHKR:ABCD' PKH LTC: 13- 9- 2 PKH RTC: 13- 9- 2 # TRS: 30 TZ BF: 1238.3 400.0 PLT: 216.0 PKH LBC: 13- 9- 3 PKH RBC: 13- 9- 3 # GBL: 0 2-10.6 63.4 LABEL: T2 O/A HGT: 4- 7-12 LOAD: 16.00 16.00 10.00 O/A 2-11-4 WB1,4 QTY 30 JOB NOTE: VOP be OTj= 0-14 0- 8D 7.194 7-12 127 7- 8 0- 3-15 DOUG FIR 71.6 1 16-0-14 1.6 O/A 16- 2- 1 TC1,2 PAL 16-2-1 Qty 30 2x4 #1 DOUG FIR 0-10- 5 18.4 24-3-8 18.4 0-10-5 0-0-4 90.0 25-11-0 0 0 0-0-4 25-11-0 OMN 25-1-15 ST 0- 0- 4 O/A 25-11-0 BCI COST SUBST PAL 25-11-0 Qty 60 2X4 #2 DOUG FIR 45.0 2-10.6 63.4 45.0 O/A 2-11-4 WB1,4 PAL 2-11-4 Qty 60 2x4 #2 DOUG FIR 45.0 45.0 45.0 26.6 O/A 5-8-11 WB2,3 PAL 5-8-11 JVtf:376Uo iruss: iz Notes: LUMBER PICKLIST BGrad1 2 QjY3 12 LENGTH PART NO. 0- Pt-Ild- 0- 0 & 0- 020-40-60.00 FL #2 60 2x 4 4.00 FL #1 30 2x 4 25.92 COST SUBST FL #1 60 2x 4 18.00 TOTAL PIECES 210 PLATE PICKLIST PART NO. SIZE QTY 38087 3.5-6 120 37781 1.5-4 120 37790 5-6 60 37783 3-4 120 r T 3-8 1.5-4 T 4-8-15 4-5-4 5-4-11 3-8 g.g SHIP T-0-3-15 20.3.15 3-4 B1 B2 W:308 W:308 R:1494 R:1494 U:-442 U:-442 Ai -04X0.0 26-6-0 6 7 8 9-' 99-1-4 8-3-8 9-1-4 9-1-4 17-4-12 26-6-0 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted PH 530-342-5844 WALT vING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. ® Fax 530-342-5845 This design is for an individual building component not truss system. It has been baud on specifications provided by the component manufacturer Chk: and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: •Iied t : h' d ised h I ad' sed b th 1 al b 'Id:11..od d 3/15/2005 Scale: 5132" = V WO: mise Customer Name: C V\ ut z on s esgn meet or exc t e o mg:mpo y e oc w ng c can the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Live TC Dead 30.00 psi 7.00 psf DurFaes L=1.15 12=1.15 Rep Mbr Bnd 1.15 CONSTRUCTION FRAMING SPECIALISTS 2555 ZANELLA WAY SUITE A, CHICO CA 95928 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the followingstandards: 'Joint and Cutting Detail R B sports available as output from Truswal software', I', WrCA I' - Wood Truss Council of America Standard Design Responsibilities.'HANDLING INSTALLING AND BRACING METAL Job Name: Truss ID: TF Qty: 1 Drw : BRC x -IOC REACT SIZE RRO'D TC 2x4 DFL •2 Plating spec : ANSI/TPI - 1995 UPLIFT REACTIONS) 1 0- 1-12 . 1494 3.50" 1.59" 2x4 DFL R1 6 Btr. 2-3 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -442 lb 2 26- 4- 4 1494 3.50" 1.59" HC 2x4 DFL •2 MULTIPLE LOAD CASES. Support 2 -442 Ib ERG REQUIREMENTS shown are based ONLY 2x4 DFL 61 7-9 This truss is designed using the on the trues material at each bearing WEB 2x4 DFL A2 ANSI/ASCE 7-93 wind Specification Erg React Uplift ReQ'd Size BldgEnclosed Yea, Importance Factor .1.00 1 1494 -442 1.59" Trues Location Not End Zone •2 1494 -442 1.59" RurriCane/Ocean Line - No , Rxp Category - C Bldg Length . 80.00 ft, Bldg width 40.00 ft TC 1-2 2-3 FORCE AXL BMID CSI -3183 0.11 0.511 0.61 -3218 0.22 0.67 .89 0 Mean roof height - 12.37 ft, mph . 80 TPI Standard Occupancy, Dead Load - 10.2 yef _,�•'' 3-4 -2617 0.08 0.56 0.64 I 4-5 -2979 0.18 0.95 0.73 BC FORCE AXL BN CSI 6-7 2972 0.57 0.28 0.85 7-8 1808 0.30 0.43 0.73 8-9 2766 0.45 0.43 0.89 WEB FORCE CSI WEB FORCE CSI TCLL DEF CRITERIA: Lt240 2-7 3-7 -479 0.07 3-8 864 0.17 1340 0.26 4-8 522 0.09 BCLL DEF CRITERIA: U240 MAX DEFLECTION (span): L/773 IN MEM 7.8 (LIVE) \ L= -0.41" D= -0.23" T= -0.64" DO NOT BUILD -- EXCESSIVE CONDITIONS EXIST - JointLocations==-= JOINTS 1 0-0-0 6 0-0-0 -UNPLATED 2 7-4-0 7 9.1-4 7-47 4� 5-11-0 6-2-10 7-0-6 3 13.3- 0 8 17- 4-12 7-4-0 13-3-0 19-5-10 26-6-0 4 19- 5.10 9 26- 6.0 13-3-0 13-3-0 5 28.6.0 1 2 13 4 5 4�0 633 4.0 - -400 T 3-8 1.5-4 T 4-8-15 4-5-4 5-4-11 3-8 g.g SHIP T-0-3-15 20.3.15 3-4 B1 B2 W:308 W:308 R:1494 R:1494 U:-442 U:-442 Ai -04X0.0 26-6-0 6 7 8 9-' 99-1-4 8-3-8 9-1-4 9-1-4 17-4-12 26-6-0 All plates are 20 gauge Truswal Connectors unless preceded by "MX" for HS 20 gauge or "H" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted PH 530-342-5844 WALT vING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. ® Fax 530-342-5845 This design is for an individual building component not truss system. It has been baud on specifications provided by the component manufacturer Chk: and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr: •Iied t : h' d ised h I ad' sed b th 1 al b 'Id:11..od d 3/15/2005 Scale: 5132" = V WO: mise Customer Name: C V\ ut z on s esgn meet or exc t e o mg:mpo y e oc w ng c can the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Live TC Dead 30.00 psi 7.00 psf DurFaes L=1.15 12=1.15 Rep Mbr Bnd 1.15 CONSTRUCTION FRAMING SPECIALISTS 2555 ZANELLA WAY SUITE A, CHICO CA 95928 environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the followingstandards: 'Joint and Cutting Detail R B sports available as output from Truswal software', I', WrCA I' - Wood Truss Council of America Standard Design Responsibilities.'HANDLING INSTALLING AND BRACING METAL BC LiVs BC BC Dead 0.00 psf 10.00 psi O.C.Spaeing 2- 0- 0 Design Spec TPI PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Secin T6.4.20;. 0 Madison. Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at I 111,---' ,Street. NW. Ste 800, Washington. DC 20036. TOTAL 47.00 psi,TW CuS101 7-0-6 � 6-2-10 � 6 7-0-6 13-3-0-0 19-5-10 26-6-0 13-3-0 13-3-0 0 604 0 -4..00 9-1-4 � 8-3� 9-1-4 � 9-1-4 17-4-12 26-6-0 W.O.#: misc DATE: 3/16/2005 L.CANT: R.CANT: WGT: 138 Grade SEQN: T6.4.20 / 0 DUE: L.STUB: R.STUB: OCS: 2- 0. 0 mi$c COST: DSGR: SLP OHL: 2-1-5 SLP OHR: 2-1-5 CODE: TPI PLATE PICKLIST JOB: CHKR: PKH LTC: 14. 0-13 PKH RTC: 14- 0-13 # TRS: 1 TIF BF: 42.7 13.3 PLT: 236.0 PKH LBC: 14- 0-14 PKH RBC: 14- 0.14 # GBL: 0 0-0-4 LABEL: TIF O/A HGT: 4- 8-15 1 LOAD: 30.00 7.00 10.00 ST 0- 0- 4 O/A 9-1-4 A 1 JHOB NOTE: T.Mbe OTO= 0-15 " 0- x4 8-1K22 �- 8. 4 - 8. 70. 0- 3-15 Iruss:llh DOUG FIR 71.6 16-0-14 1.6 Grade O/A 16- 2- 1 TC1,2 PAL 16- 2- 1 Qty 1 2x4 #2 FL #2 DOUG FIR 0-10- 4 18.4 16-7-0 0-0-4 17.4-12 0.0 PLATE PICKLIST 90.0 17-4-12 OMN 17-0-4 PART NO. ST 0- 0- 4 O/A 17- 4-12 BCI PAL 17-4-12 Qty 1 2x4 #2 37786 DOUG FIR 0-10-4 18.4 8-3-8 0-0-4 9-1-4 0.0 90.0 9.1-4 OMN 8-8-12 ST 0- 0- 4 O/A 9-1-4 BC2 PAL 9-1-4 Qty 2 2x4 #2 DOUG FIR 45.0 2-11- 3 63.4 45.0 O/A 3-0-1 W131,4 PAL 3-0-1 Qty 2 2X4 #2 DOUG FIR 45.0 45.0 1 B 2 191A- 6 0 0- 0- *50 0- 26.6 O/A 5-10- 6 WB2,3 PAL 5-10- 6 JUB:m1sc Iruss:llh Notes: LUMBER PICKLIST Grade QTY SIZE LENGTH PART NO. FL #2 3 2x 4 18.00 FL #2 1 2x 4 10.00 FL #2 2 2x 4 6.00 FL #2 2 2x 4 4.00 TOTAL PIECES 8 PLATE PICKLIST PART NO. SIZE QTY 38563 3-8 4 37781 1.5-4 4 37786 4.4 2 37783 3-4 2 37790 5-6 2 0 �J W.O.#: misc DATE: 3/15/2005 L.CANT: R.CANT: WGT: 131 AND GR4DE...... AXL SEQN: 76.4.201 0 DUE: L.STUB: R.STUB: OCS: 2-A-0 mi$c COST: DSGR: SLP OHL: 2-1-5 SLP OHR: 2-1-5 CODE: TPI 2x4 DOUG FIR tj 0.18 JOB: CHKR: PKH LTC: 14- 0.13 PKH RTC: 14. 0-13 # TRS: 1 TF BF: 41.3 13.3 PLT: 180.0 PKH LBC: 14- 0-14 PKH RBC: 14- 0.14 # GBL: 0 2x4 DOUG FIR #1 0.45' LABEL: TF O/A HGT: 4- 8-15 LOAD: 30.00 7.00 10.00 3/ 3/2005) (PLT 0 3/ 2/2005) QTY 1 JOB NOTE: V.be OTO= 0-15 " c (CSI calcs based DO NOT BUILD -- EXCESSIVE CONDITIONS EXIST -UNPLATED JOINTS .....MELS.... ......SIZE AND GR4DE...... AXL 13-3-0 13-3-0 BRG X -LOC REACT SIZE REQ -D TC 1 1-2 1 2 3 4 5 1 0- 1-12 1494 3.50" 1.59" 400633400 -40 2x4 DOUG PIR #1 & Btr.. 0.22 0.67 0.89 3-8 TC 3 3-5 2x4 DOUG FIR tj 0.18 0.55 0.73 . 1.5.4 T 4-8-15 4-5-4 5-4-11 0.28 0.85 SHIP 2x4 DOUG FIR #1 0.45' 3 3-8 =0-3-15Fr,a-- 3/ 3/2005) (PLT 0 3/ 2/2005) (LAB 0 3/ 2/2005) 3 3/ 2/2005) (,TPR 0 3/ 2/2005) B1 B2 W:308 W:308 6 LL;TF VV;6.4.20 R: 1494 R:1494 U:-442 U:-442 9 p. ?001�-oi 9n 26-6-0 3 22 OL2 1 OR2 1 6 7 8 9 c (CSI calcs based on PPSA) .....MELS.... ......SIZE AND GR4DE...... AXL BND CSI BRG X -LOC REACT SIZE REQ -D TC 1 1-2 2x4 DOUG FIR 01 0.11 0.50 0.61 1 0- 1-12 1494 3.50" 1.59" TC 2 2-3 2x4 DOUG PIR #1 & Btr.. 0.22 0.67 0.89 2 26- 4- 4 1494 3.50" 1.59" TC 3 3-5 2x4 DOUG FIR tj 0.18 0.55 0.73 BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing BC 1 6-7 2x4 DOUG PIR #) 0.57 0.28 0.85 BC 2 7-9 2x4 DOUG FIR #1 0.45' 0.43 '0.89 MBR CPS 3/ 3/2005) (PLT 0 3/ 2/2005) (LAB 0 3/ 2/2005) (MKF 0 3/ 2/2005) (,TPR 0 3/ 2/2005) (ENV 0 3/ 7/2005) User Data File: 6 LL;TF VV;6.4.20 7 260600 8 4 3 22 OL2 1 OR2 1 33 PP2 7 78 WP 10 WZ N NS JWL 50900 4 50900 -1081211WL 70400 40012 70400 40012111DW 111WL 70400 40312 70400-1031211WL 50900 40312 50900 -102001 JWL -30215 -901 161113 5111411DW 411DW 311WL 0 40612 0-1001211WL 50900 40704 50900-1020011DF 999 0 40312 50900 4031: ITR 4 50108 0000004 50900 -11011 50900 5111411TR 1 41008 11008 50900 -11011 50900 5111411TR 2 80408 30008 70400 -1: ITR 6 70800 10908 70400 -11011 70400 5111411TR 5 100400 0 70400 -11011 70400 5111411MD 0 -2 1311Lm 0 -2 1411MD 0 10( G -XI 6-10-10� 6-0-14 6-0-14---�r - 6-10-10 6-10-10 12-11-8-8 19-0-6 25-11-0 12-11-8 12-11-8 4 00 Cwt- X70 J)arl i ,n-4.00 8-10-15 8-1-3 8-10-15 , 8-10-1� 17-0-1 25-11-0� �l t�. Te 6-10-10 6-00 6-0-14__i6-10-10 i 6-10-10 12-11-8 19-0-6 25-11-0 12-11-8 12-11-8 4 00 -4.00 88-1� 8-10-15 17-0-1 2525 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 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 call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. I Date Inspector REV z/os Phone # PLAN REVISION/RETURN Owner's Name: It BP#: Date: Contact Person & Phone Number: AP#:Received By: By: Time: �1.1 PURPOSE OF RE -SUBMITTAL OR REVISION tai ❑ Permit Application Data Sheet Item e ✓� C1 *Engineering /F�-- � j,Jej eCW0u_ijej/i p,cepw l ref. ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice — Inspector's Name: ❑ Requested by Plan's Examiner - Plan Examiner's Name: ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: ❑ Call ��1-- `� I �J `,� and hold for pick-up. Minimum revised plan check fee to be collected at time of su examiner will determine if additional plan checking fees are needed: C Minimum $54.99 Receipt #: Fee not required for revisions requested by plans examiner prior ❑ Additional Fee Amount: Receipt #: tern > OcK issuance ve Revised 2/04 . wr�� tu C), -PERMIT NO. 2524-80B,P,E,M PERMIT EXPIRES OwNEFI Gus Gore & Sons, owner. CONTR. LOCATION (A.P. 40-14-62' N/S Durham Oro Hwy,app.1800'W.of Hwy 99E, Durham ji ?a` 7 Temp. Power Pole Call IPG&E / .E'lec. Serv.__ •_� �� �1 Cal,led PG&E Temp Gas Serv. Called PG&E J©B ` WALED V (Date) (Signal e) CQYNTY flip' Bl7TTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING PUILDING (Cont'd) PLUMBING Setback Firewalli Z3 Soil Piping Forms Parapets list Floor —Q_,foc4c, Main Bldg. Restroom Finish �—, 4 2nd Floor Footings Windows 3rd Floor Stemwall� Siding 8 / To out Slab Roof Sheathin'Z $ Water Pi in Q4=_ =" Roofing g f. Sewer I Garage Fdn. Vents Fixtures Footings Stemwal) Garage Vents Insulation Water Htr. Heaters Slab Carport Footings ` Slab Prov. for ph sica y handicapped Conformance of ex. structure Final Appliances Gas Piping & Test Tem .das—­­� Sanitation d G d/ Patio FIR PLACE Final Footinas Fnntinn '% ,(";F neimT. ateei Final Fixtures If � Bond Beam V FRE SPRJNKLERS Framing Test Stucco Final A Subpanels Mesh IMAC14ANICAL Grd. Fault Prot. Scratch Heatino Service Brown Cooling T Finish Ducts Juride Interior Lath 4, Ventilation Permanent Door Closer Final Final 6 MOBILEHOME UITIOTIES Elec- Service Elec. Pedestal Wnter Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping P 9 a 1 DATE REMARKS OR CORRECTIONS >b %0 - �n Cf�'f���a�=c��✓ �o�,v. ,T GLw s9 ZZ - we z 61 1L �23Z NN: ,I-- Im(NOTE: An entry must b ma�his each e you v sit�b site.) 4 ��nonty"��f Butie DEPARTMENT OF PUBLIC WORKS 695 Oleander Ave., Chico — 343-4211, Ext. 70 7 County Center Dr., Oroville — 534-4541 Skyway and Elliott Rd., Paradise.— 877-3435 CORRECTION NOTICE Building or Property Address A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immedi ely. r ....... .... .....�..�.d.�%�.....�.. ��................ ,i ......... ......... � ..LrK%.. ..L................ . 4 ........ r .. ........... ...................................».................................................................................... -Z Date l..r�rInspector ;� /Do Not Remov This Tag (400-4) COUNTY OF BUTTE --OEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Qhone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 87212961, Ext. 57 CORRECTION NOTICE P,� ZL'6 K, /-9 # -,; �, - e 5/- -,(- 3 BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, �or need additional explanation, 'please contact this office immediately. Wili f /'/ AArIj G A 9A-1 iii f // / � G / Ej 7 InspectorC/�w &I z ! le Date C/ ,7 e- Inter-Departmental Memorandum ��- . TO: FROM: SUBJECT: �iif✓ V��Z//� ��'�2��/ DATE: RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT (location) BUILDING PERMIT N0. A,. P. NO. G %q THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge Fdn. Walls - Floors Walls L- " Ceiling/Roof Ducts Circulating Pipes L—' APPROVED HEATER__===� APPROVED WTR.HTR. GLAZING: Single Glaeed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. BACK DAMPERED FANS INTERMITTENT IGNITION DEVICES )� CERT. APPLIANCES Z/ I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTTEDD. Insulation Applicator Name Signature of (please print) Insulation Applicator State Contractors Lice se No. General Contractor/Owner Name Signature of (p ase print) General Contractor /Owner �t/J�// L, �s�� T Date State Contractors License No. G s� THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. i/ THIS IS TO CERTIFY THAT INSUkATION HAS BEEN INSTALLED IN CONFORMANCE MITH THE.CURRENT ENERGY REGULATIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 2S, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: 792 Durham-Oroville 'Hwy.- Durham Street o Number—CCity EXTERIOR MALLS b Manufacturer 0. C. Thickness/Type R Value CEILINGS Batts: Manufacturer Thickness R Value Blown: Manufacturer CT Thickness 6 No. Bags 2 8 Mt./Bag 2 4 Sp. Ft. Covered 1716 R Value 19 FLOORS Manufacturer "1/119 Thickness/Type R Value Manufacturer 41,4 Thickness/Type R Value Manufacturer 4/44 Thickness/Type R Value GENERAL CO RACTOR C —X0, -V --S LICENSE NUMBER --2A64,= J BY ." TITLE 1/arc' "&—,r_ DATE /a . /a ` INSU T ON R T ION LICENSE NUMBER 2 1 2 4 6 1 BY TITLE vice Pres • DATE 6-9-81 CONY OF BUTTE - DE -PA , MEN,* OF PUBLIC WORKS • 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMI A d CJJJf// ASSESSOR PARCEL NUMBER D -. Z I G— i A BUILDING PER T OWNER TELEPHONE S0. FT. OCC. BUILDING LUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME v G' -6 �6/�G s$ .Lug TELEPHONE,� - ^ �� 0 CONT C OR'S MAILING ADDRESS /J/✓� CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ - LENDER'S MAILING ADDRESS Permit Fee $ o ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 5-D Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING DDRESS PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping f5a LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF CK Duplex[] Mobilehome❑ Other' SPECIFY ' Building sewer ;O( Lawn sprinkler system 2.00 TYPE OF WORK NewD< Addition❑ Remodel❑ Utilities Installation❑ Other ❑ Describe work: Permit Fee $ 6 Contractor ELECTRICAL PERMIT Filing Fee Main service 600V OR LESS 100 AMP OR LESS 5.00 �) Main service EA. ADD'L 101 2.50 NEW CONST. DW CUP.& OR ACDNS. ( ACC ) 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. ir1 License No.�3 0 �� ,S �l Classification 'C.7 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEWCONSTR ULTI-OUTLET 2,50 ea NON_ RESID BRANCH CIRC ITS NEW CONSTR. ( POWER APPARATUS & 1 NON-RESID. SINGLE OUTLET CIR. / Ex. Occup(OUTLETS OR FIXTURES 50@� BAL�10Q Ex. Occup.(OUT OUTLETS FIXED PLNS R (RESID.)EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Z Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I,have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 3.00 Heating Ji J`r Cooling C;W Hood 2.00 Q Ventilation Permit Fee $ o� Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and a nses which may in any way accrue against said C my in onsequ 0 granting of this permit. X O-(/ Date/ Signature o Applicant — Owner ❑ , Contractor ❑ Agent ❑ An OSH permit is required for excavations over 5'0" deep and demolition or construct- ion of s ructures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP — I TYPE OF CONST. PAROL PD HD SSD This permit is hereby issued under ' sions of the Butte County Code and/or work indicated above for which DIRECTO O PUBLIC By PERM EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 7-/dam"F2 Receipt No. g b Z % WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT OWNER J. Zais r A. 'GENERAL / Zoning requirements .Z Valuation. Signature by R.C.E. RESIDENTIAL PLAN CHECKING GUIDE a(S.F...) DUPLE & MISC. ONLY) t� Bldg. Permit ��®i�- �.�' .� � A.P. # !r,_ (sideyards and parking?. or Architect (if required). B. PLOT PLAN eewl S/ Z S Complete parcel size and dimensions. Setbackq, sideyards, easements, etc. �� S(l-L6✓ Other buildings or structures. �i Grading, fills, -drainage. q C. FLOOR PLAN .AY. Complete to scale plan with dimensions. -.2! Required windows for light and -ventilation (Sec. 1405). AY. Required windows for second exit.(Sec. 1404). -4-: Allowable glazing for energy requirements (20% max. per.State law). k Human impact glass (Sec. 5406). -61. Required room sizes, ceiling heights (Sec. 1407). �7! G.F,C.I.°s in baths and exterior outlets (Sec. 210-8). ,.&-.- Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3°0" exterior exit door (Sec, 3303d). .1-2': Fireplace location. ,1.3. Smoke detectors (Seca 1413). D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. _.2f Floor construction details complete enough to construct building. ..,a' Elevations and wall construction details complete enough to construct 4 Roof construction details complete enough to construct building. Fireplace construction details and talcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements E. S _ANF.OUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. Stairu y details (Sec, 3305). Cuaard-rai+l details (Sec. 1716) . Br-iel: or stone veneer (Chapter 30) . Ext-erior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). Rafter.ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. building. (State law). Living area over garage - complete 1 -hour separation required,including supporting .. walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). C:7.. i r:• COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS�/ PERMI NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT 7 ASS4!6 PARCEL NIA BER ZO ING�J BUILDING PERMIT OWN TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ACTDRESS O TRACTOR'SAME (''� TELEPHONE L TRACTOR'S I I ADESS CY - 91Fireplace CONS RUCTION EN ER - UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEERLICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDIQIG ADDRE //`// S aD Yo PLUMBING PERMIT Filing Fee 10.00 C ` Each Trap 2.00 Repair drainage or:vent piping 5.00 Water piping LOT NO.SUBDIVISION NAME P RC L MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets -% USE OF STRUCTURE SF [kJ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer -Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remo el ❑ Utilities 0 Installation Other Describe work: �� i �s�- �5� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6011 OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP,S1) OR ACDNS• ACG. BLDGS. r 20sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and /�my license is in full force and effect. License NoA 3--Z 4/(A r7 7 Classification Z& ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR I.OUTLET 2.SOea NON-RESID BRANCH CIRC ITS NEW CONSTR. /POWER APPARATUS S1 NON-RESID, %SINGLE OUTLET CIR. / Ex. OcCUp OUTLETS OR FIXTURES BAL@1 Ex. Occup.00 FIXED APP LNS. OR �OUTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating , o Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the 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, 'u gments, costs, and ex��efi s which may in any way accrue agai t said ou y in c nseque o;f Ke ranting of this permit. X Date _T �i� Signature Applicant — Owner ❑ Contractor Agent ❑ An OSH permit is required for excavations over 5'0" deep and demolition or construct- ion of tructures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ , n OCCUP. GROUP TYPE OF CONST. PARCEL PD HD 199UE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which ECTO OF PUBLIC BY PERMIT EXPIRES D e�'7-J the applicable provi- resolutions to do fees have been paid. WORKS Date r Receipt No.� / •WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ZIC) f � ��� ��li-tceJ /9S3 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 534-4541 Q APPLICATION AND PERMIT BUILDING Owner SQ. FT. OCC. BUILDING VALUATION � o O Mailing Address v R!(p (P 1. 4 .; Telephone No. R- acs Dei2c�ot Contractor Mailing Address Fireplace �(�Qo Total Valuation (Q Telephone No. Permit Fee Building Address z 5 �,� 6 c.r �vv4 LLIL Plan Checking Fee&/or Penalty Permit Fee Moo Q< W_ 8 " �� �,. PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 dip Each TraD 1.50 p _ Montag m'i#l�eafyo11 OnI J_ Repair drainage or vent piping 1.50 A. P. No. p 14 _s Z Water piping 1.50 Each gas water heater or vent 1.50 F& I WI(0- Sanitation I FireDept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 —o EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 � � Bldg. PIS Recd I Parc rovol Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 C51p Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family19 Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONST. I OR ADDNS. \ A B COUP. Y1 20sgft D CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR M L -OUTLET NON.RESID BRANCH CIRCUITSI 2.50ea NEW CONSTR. POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR. EX. OccuD(OUTLETS OR FIXTIIRES BAL 250 ,@ Ex. Occup. (0UTLETSP(RESID)FIXED APLNS.REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. 1A (tiGS"9 Classification O Misc. Wiring 6.25 ❑ 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ 170 $ 1710 WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I .certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE J$3.00 OM Heating l5c)N 13,F0 rU� Cooling v b -F r G� Ventilation Hood 2.00 OQ Permit Fee $ r 6A $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ az TOTAL PERMIT FEE cN,� c„ac�uvca vI uro vvuniy vI ouuc iv clncl uNvn ulc above-mentioned property for inspection purposes. X \ Date /$= 7,' Signature of Permitee or Agent Receipt No. / 7-7 9(c- '5? White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Building permit expires Date Date P . r r; gg F �� 1 yyrl q. ,