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027-240-024
027-240-024 PERMIT#98-0083. .WEYERS,'Wayne & Emma ,2860 Daly Ave., Palermo ,.Gas Line -for Htr & Range/SF , w HENRY, James E. 1051-69B `.. 027 981-69P 24=0-02 ; ` a� .,JOSEPH LAWSON JR . p 97 -6 E : :a — �:� 7-21�-2 2860 Daly Ave, Oroville .• 1' sIs Daly Av i mi., east of Palermo- oncut H wy. ` , •'• ._ Paler t � ( new - single faml7 ily) a It 027-24-0-024 97-1185 E WEYERS, Bobby.& Susan 2858 Daly A-ve, Palermo .. -(relocate elec' ser & sub panel/ to well) Lumen Ele.-stg. bldg 027=240-024 PERMIT#97-1401 WEYERS, Susan & Bobby 027-24-0-024 97-0068 A 2858 Daly Avg., Orovill WEYERS, Wayne & Emma Demo/SF�3,✓�/'� (Ag .Exempt --feed stg &chicken hse 027-240-024 PERMIT#97-1609 WEYERS, Wayne &Emma �f 9 027-240-024 #98-1782 -2858 Daly Ave., Palermo Cont: Executive HomesWEYERS, WAYNE 9-9-99 2858 DALY AVE. 0 OVILLE Mobilehome Utilities GEORGE r//(J,#G . .. M. . - Lc �-43 ADD ELEC.SERVICE TO GARAGE ELECTRIC'' c100 (�0 -10e l/) _ �/°� 3 �. GAS LINE 027-24-0-024 99-1088 B WEYERS Wa ne i,,,- L 71/5 COMPACTION TEST REQ .�Un . y �mo� ) , I 2855 Daly Avenue, PAlermo r 'SUPPORT -STRUCT REQ /Vtq " knew carport) Cook & Son 027-240-024 PERMIT#97-1610 027-240-024 04.2956 1 1j WEYERS, Wayne & Emma' r WYERS, WAYNE 2858 Daly Ave., Palermo 2858 DALY AVE, OROVILL 1-77 LED Cont: Executive Homes Cont: OWNER Mobilehome Installation, CABANA 027-240-024' -`PERMIT#97- 47 WEYERS; Wayne•& Emma 2858 Daly Ave., Pale- o t. Cont: Sierra Mobil g/MH V4) I,p `aI Ci1 _ 2 Awnin s I 027-240-024 PERMIT#98-145 WEYERS, Wayne ��jy��� �d 2858 Daly 'Ave . , 0 ovkle New Pri Det Garage s. ee7�— �- — -, - T--- r <�*= i i ✓ NOTES RESIDENTIAL ✓ •PERMI' ;027-240-024 04-2956 i WYERS, W'^YNL j 2858 DALY AVE, OROVILLE I Cont: OWNER CABANA r 1 i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS _ VERIFY USE PERMIT CONDITIONS ' SUB -STANDARD HOUSING LETTER JOB FINALE D (Datk) Signature J=OK, 0 = Not OK . = NotReadyable 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 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Enclosure; Fencing -Alarms 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 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-Con nectors 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 -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards -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 OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. _ Stemwalls, Garage; Steel -Blockouts-Wrapped 6a. Hold Downs and Special Anchors 54 -St. 7. Slab, Steel -Wrapped eEXtairs1 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 5B_,GIzziag,4Fea-Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 1. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 12. Electric Underground Infiltration -Walls -Windows 13. Plenums & Ducts; Clearance -Material -Support -Ins. Card B-1 Date Card B-1 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Card B-1 Date Card B-1 15. Access & Ventilation 16. Insulation 65. Smoke Detector Date 66. Card B-1 Date Card B-1 Date 67. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s G.F.I. & Bath Fixtures & Tub Access -Spa 17. Water Htr.; Vent -Access -Combustion Air Baffle Elec. Trim & Subpanel, Breaker Sizes & Labels 18. Water Pipe; Test & Anchor -Nail Protection Stairs & Rails 19. D.W.V.; Test Fittings & Anchor -Nail Protection Fireplace or Stove, Clearance -Hearth 20. Shower Pan; Test, First Floor -Tub Access Elec. Outlets at Wood Panel, Int. & Ext. 21. Test Tub & Shower, Second Floor -Tub Access Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 22. Gas Pipe; Sixe & Anchors Elec. Outlets & Receptacles at Kit. Counter 23. Fire Sprinkler; Test Garage Fire Door; Swing -Landing -Closure 76. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 79. 24. Fixture & Transformer Clearance -Ins. Protection 80. Insulation -Foam -Looked in Attic lec. Receptacles Spacing -Lights & Switches at Doors a 12 Sze Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 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 0 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 87. Water Well, Disconnect, Electrical, Plumbing Date 88. Card B-1 Date Card B-1 Date 89. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Glass Protection 36. A.C. Ducts Insulation & Support Corrections from Previous Inspections 37. Vent Fan, Exhaust above insulation Gas Test -Meters Tagged, Gas -Electric 38. Condensate Drain & Overflow, Size & Grade Water & Sewer Connected -C/O to Grade -HD Approval 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Energy Compliance Certificate -Other Certificates 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date FRAM,NG (Permit) OK except #'s 4 Sills Proper Materials & Anchors 4, --"Walls Studs -Nailing Spacing & Braces -Plates -Sound 4 4 Bearing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 5. ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 6. Headers & Beams -Size & Bearing Date FRAM!NG (Continued) an ers-Post Caps -Anchors -Connectors 4 g. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Type A Flue -Fireplace Throat Clearance is Access; Size & Romex Protection -Draft Stop -Ins. Baffles s or Exiting Doors -Sill Ht. & Dimensions lection Framing -RC Channel (y3�Pro rty Line Firewall & Openings 54 -St. Doors -One 3' -Check Garage 3rd Story, 2 Exits eEXtairs1 Width -Headroom -Rise -Run -Landing -Fire Protection od on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer rip Screed -Fd. Vents-Underflr. Access 12-7-3 5B_,GIzziag,4Fea-Glass Protection -Skylights -Plastic ear Walls; Nailing -Bolts 1. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. 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 ❑ Yes _ 83. Following Instld./Drive 0 Yes O No/Walks 0 Yes O No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: School District A.P. Number Property Owner Property Location/A Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) F4 t G Building Department No. —:�A Q jurisdiction: City County Lot No. Residential Development Q Q Sq. Footage $(J No of Living Mobile Home Additio *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 Q Q New Addition Sq. Footage Date (Including Exterior Roofed Areas) ct Identification No. ® 50 1 01fI f'l School District certHIes tIhat (Applicant) It Address) (Phone Number) eelyll (.r, I(,4— 9(99440 (City) has complied with the requirements of Resolution No. representing V square feet. /moo n III School District Representative Paid by Check # k) Remarks: /(State) �q (zip Code) W V by payment of $ 2926 $ FULL MRIGATION $ 1 0 � Date Notice: You may protest the Imposition of the fess Identified abo4e by submitting a written protest to the District, In compliance with Government Code Section 66020(a), within 90 days from the date hes aro paid. Failure to submit a timely written protest wlll'pmoblblt you from challenging the Imposition of the hes 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 pm al d Is being reviewed under the California Environments! Qualify Amt (CEQAh this project may be subject to additional school hes to fully mitigate. Its Impact on the school dlstrlcNs schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/03)dmmm BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP042956 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 11/23/2004 APN: 027-240-024-000 the Business and Professions Code, and my license is in full force and effect. License Class: License Number: Site Address: 2858 DALY AVE PAL Date: Contractor: Map Index: Description: CABANA (480) OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WEYERS WAYNE L & EMMA G permit to construct, alter, improve, demolish, or repair any structure, prior 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 P O BOX 166 the Contractor's State License Law (Chapter 9 commencing with Section PALERMO CA 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 95968 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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 of offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an Applicant: TOM COLEMAN pp owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 14841 KLAMATH CT sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of MAGALIA, CA 95954 proving that he or she did not build or improve for the purpose of (530) 370-3078 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' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 aim under Article 3 of the Business and Professions Code �Exeempptt `'01( Date:/L Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ 1 have and will maintain workers' compensation insurance, as Engineer' ' required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 480 S.F. Policy #: Valuation: $31,200.00 I certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to 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 forthwith comply with those provisions. -3-o(f Date: / /. - 2-3-,0(/ Applicant: W 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. ✓� ;^�'�n y J � 1 "�' CONSTRUCTION -LENDING AGENCY .. -This permit is herebyu nder the -applicable provisions of -the Burie County-Cod-A-anri/cm I hereby affirm that there is a construction lending agency for the Resolutions to d in ' ated abo a for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) 1 Name: By—Date:y PERMIT EXPIRES s Address: ON: !/ 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 8 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 state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: Lt h yNC LO—r 116_/2J Signature: Date: l - �I- 3 ^ X A Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor 'COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER Proposed Building Use:Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. V 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. 4K3. 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 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 ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. 0 22. City of Chico Plumbing permit ........................:.......... 4� 23. 24. California Department of Fores ry plan approv 1 ❑ paid. ent by: .........1�"��� Planning approval (A) User (B)Parking: ) m'- -❑ 0 25. Contact Land Development about _ Improvements, _ Drainage ......................... 4,y 26. 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) p 30. Worker's Compensation Carrier and Policy Number .......................................... ( 31. Owner -Builder Verification (_ Given to owner, vMailed 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: S5 A -T -E PE -0,-41-7- 0 E-0i--I1T❑ 39. Other: When issued Telephone 873 • 0 1 18 and hold for pickup. S .10 I have been informed of the above itemsandrequirements for obtaining a building permit. Applicant: _ lQ ���C 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer -owner, was advised of the above data by ne, ❑ mail, ❑ counter, by C. D - t " Contra cto , esi w was advised of the ve ata by hone, ❑ mail, ❑ count r, by t� / /� o //--d`f Plans reviewed by: Date: >'� Iti Plans approved by: Date : 1112-5 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division n i E.W.-USE ONLY Plot Plan Attoc r : NO Foca Plan Ann" Seen to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance IV Owner Loca ion AP# Plan Approved for: Sewage Dispo a er upply: Public Private -We Clearance for dwelling. Other rr P U lel Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date —�P pq1�t 5!0 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541- SCHEDULE 530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER EfZS PROPROSED BUILDING USES+ -I 1. BUILDING PERMIT FEES --- Balance Due ..................... $ �i-2� • I S --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES 400241!D V ► L -+-E Pe- 4 (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... 4. URBAN AREA FEES X $0.03 = $ Sq.Ftg. A.P. # 027. 2-+0 • 0=4 DATE 10 • r (. 04 kECEIPT # (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE 1$9:80 (paid at Building Division) .Pa4 98 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ DATE REC. 1r- r -o 4 � ` Sq. Fig. Amt. 10. OTHER J"+ to 3 12 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during t"an checking p ss. APPLICANTDATE --t-__ 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. 2/2003) State of California ! Business. Transportation and Housing Agency Z► LYp DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT a e Division of Codes Standards S e� Vt LIC TION FORation, Addition or Conversion, ❑ Alternate Approval, ❑ Technical Services, 13, Insignia Inspection c (SEE REVERSE SIDE OF FORM FOR INSTRUCTIONS AND ADDITIONAL INFORMATION) ' CONTRACTOR/OWNER BUILDER bECLARATIONS Not required for Special Purpose Commercial Coaches or Recreational Vehicles 1. UCENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license B in full force and effect. Dense Class Uc. No. Exp. Date Contractor Date 2. OWNER -BUILDER DECLARATION Jit1.I hereby affirm under penalty of perjury that I am exempt from the Contractors 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 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 the Contractors License Law (Chapter 9 (commencing with Section 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 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($500).): ,�,�i/I, as owner of the property, or my employees with wcge; as 'heir sole compensation, will do the work, and the structure is not intended of offered for sale (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who does 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 improvement is 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 sale.). [ ) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors License Law.). [ ] 1 am exempt under Sec. B. & P.C. for this reason OwnerIN/0- 60A:'Y1 AS Date —17 ON 3. WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ( jl have and will maintain a certificate of consent to self4nsure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit B issued. (j I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Cartier Policy Number (This section need not be completed if the permit is for one hundred dollars ($100) or less). (j I certify that in the performance of the work for which this permit issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of Califomia, and agree that if I should become subject to workers compensation provisions of Section 3700 of the Labor Code. I shall forthwith comply with those provisions. Applicant Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL. AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO 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. 4. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there 4 a construction lending - agency for the performance of the work for which this permit is issued (Sec.3097, Civ. C.). Lender's Name Na AIF - Lender's Address 5. CERTIFICA ON I certify th f I have read this application and state that the above Information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property. for inspection purposes. Signa re of plicant or 9gent Date SECTION 1 - UNIT INFORMATION I/We Are requesting services for the following unit(s): (Check Appropriate Box) 1 Manufactured Home/Moblehome, ❑ Manufactured Home/Mobilehome Component Structure ❑' Commercial Coach (Occupancy Group____J ❑ Special Purpose Commercial Coach Decal or License NoRAD10Ib67SI Serial Number(sr. J�- -�� cAr�-1/►:7Bz-0�-9�vH►z ModelNamer����rt�'�On NON��v04gd MANS/PI Insignia/HUD Label Number(s) COL NO. FEE.REC'D 1 • . • -s r ,�- 117�L� 7 I DI06t5-1RAD1r7/04Q6 Year of Manufacture���t5 9% SECTION 2 - O'WNER/ APPLICANT INFORMATION n Owner -WP/ 9/ iy� /� vuJ>�2 Address 1 /? P X10 Q 16 y City. PA lf. A N ` V r Count' 17 u t%k. rip 5 9 6 F - Location Address i- �S�k DALE' AVE 08"llri.Li If" 9tG Applicant lam% 61_V _ W rYAF8 S Addressed 13 °X 16 6 V City PA I- r M 0 rp15-16 5_1Telephone 3 3 o- 5'3 4- F- 9 7 e SECTION 3 - CONTRACTOR. ARCHITECT OR ENGINEER INFORMATION Contractor's Address Architect/Engineer Address ise No. SECTION 4 - DESCRIPTION OF WORK/ACTIVITY AND VALUATION Describe the proposed work/activity in detail. Attach additional pages 0 necessary. Where structural alterations or additions are proposed, complete plans. specifications, details, and calculations are required to be attached to this forth. Provide the make and model of any appliance to be installed and provide complete electrical calculations for any electrical alternations or additions. Iv Etw 3 , 000e E"),*, M&S, 8/K iwT-0 ° i7itw cA 8A rV,4 ) I?M IT F -0,0M At w ALL. G A ALA Cti,Q r. NON 9.644-iX-Pl� , Indicate the Total Cost of the Work to be Performed ISD SECTION 5 - SIGNATURE AND CERTIFICATION _ I/We hereby make application for the services designated above. If applying for replacement of a lost insignia or label for the unit described in item number 1 above, I/we certify that there have been no alternation, additions, or modifications to the unit which would affect compliance with California or federal law or the rules and regulations of the Department. (Where alterations or modifications have been made, an inspection must be obtained��.) /I /� Signal,Date / re `� EPARTMENT USE ONLY APPROVED ❑ CONDITIONS (see reverse side) ❑ DISAPPROVED (see reverse side) .s✓ �Lv �O��Y _ _ Signature of HCD 415, Side 1 (Rev 05/99) DISTRIBUTION: YELLOW - DEPARTMENT, WHITE - AREA OFFICE, PINK - OWNER/APPUCANT ALICE MEFFORD' Supervisor` , taff Support Services Land of Natural Wealth and Beauty BUILDING DIMON DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965 (530) 538-7541 FAX: (530) 538-2140 ♦ . J O.B.-1 •.•::::::. v::••::>'r••}S t'.%j::: .. .:..................... :i:?�' •••)ii: .....: ; . }:.•:; .•.•.. .• .....i' ....`.::.+....' :S•....::. •.... '.••••Y..•,••,••'..;}:?;::;:;{:;:;: i?i'•!•:•: MRii::i' :i. 'ii'::: p:: :. :•::: �j :: •.i::::ii:•. WERIM ::i :}:}::: :::}. •::i:: •i:•.':::: Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at 'your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[q ' NO[ ]. - - 2.� I HAVEM HAVE NOT[ ] signed an application'for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LACE . SE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5,. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER:] DATE: �L- c p t -t NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. l� -erS May 1995 This verification must be completed and returned to our office before we are permitted to issue the permit. 2.26 Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder. of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for -the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are -not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned C. Vieirfa, C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 SITE PLAN REVIEW APPLICATION Date: /0 - Z o -0q AP# Permit Number (if applicable) O y- 2 t, Bin Number APPLICANT INFORMATION Owners Name: y)'t d"�r Owners Address: Telephone No.: . Situs Address: 2SS 9 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 Parcel Size: 0?7- 2,qj- 02 c-( v ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A Other: �y"v Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Sit lan Sta ed Approved + By Date Page 1 of 5 N ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: �0 • Flood Panel No.: a��[ S`G Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑Minor Use Permit ElAdministrative Permit F1Minor Variance r, Variance -------=---------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form, ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning:: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. El CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street Rear �` 1 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. El CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: , • L 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 U11 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 CountyStandard s fF r De C�y�eation f l No Yes Comments: �H� Y�� ( /'Y112 dff�c��2 K ❑ 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 ME/Parcel Man: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: 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. n Page 4 of 5 x x 0 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. CALarrys\Building Pennit Site Plan Reviewl.doc Page 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 28, 2004 Wayne Wyers 2858 Daly Avenue Oroville, CA 95966 Subject: API — 027-240-024 Dear Mr. Wyers: The Butte County Department of Development Services, Planning Department, has reviewed the submitted Building Permit Application 04-2956, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Building Division for their consideration and action. If attached, please find a copy of any use permits, map notes and conditions for your property. We are providing this to your for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7603. Si rely, hris Tolley Assistant Planner ' School District A.P. Number Property Owner Property Location/A Subdivision BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Oy',� -007 r ri v, I I too, kn' �1 Building Department No. 6---7 r7- 'r)t!_/-Jurisdiction: city county Residential Development - = No of Living Mobile Home Units Installation Commercial/Industrial Now Addition Lot No. ................. ; ... . ................................. Sq. Footage *Supplemental to Addition (Group R) Conversion Permit # *(No foundation Inspection) k....................................................................... 1 ....................... . ... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Identification, No 05013 School District certifies that Sq. Footage (including Exterior Roofed Areas) Date k(Applicant g4l'-19-74ra (St t Address) U (Phone Number) 9 V1, (City) has complied with the requirements of Resolution No. representing square feet. /---) c n nL School District Representative. (State) (Zip Code) C6 by payment of $ 1�13 2926 $ UFULL MITIGATION 6 / Lo I: Date Paid by Check # k) 18- Remarks: Mateo: 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! it, des foes are paid. Failure to submit a timely written protest will'proldbit you from chellenging the Imposition of the feesIncourt action. N, subsequent to the School District Representative signing dft Butts County Schools Impact Fee Certification Form, the School DN&W is ratified bytit oppli 11 Local Planning Agency that this prefect Is being reviewed under the California Environments! Quality Act (CECft thio project may be subject to additional school fan to fully mitigate. ib Impact *nth* school dWbkft Schools' White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dm.m CDF FIRE SAFE REQUIREMENTS 027-240-024 BP -04-2956 Wyers AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [X] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail -ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the land owner. Driveway Standards [X] 1273.02 Surface. All driveway surfaces and structures 1273.07 (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [X] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [X] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 1.00-200 feet. [X] 2. the length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert.water shall be not less than 100 feet. [X] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. [X] 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.11 -Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. ~1 r CDF FIRE SAFE REQUIREMENTS 027-240-024 BP -04-2956 Wyers AP# PERMIT # NAME Fuel Modification 1276.01 Setback for Structure Defensible Space [X) 1. All parcels 1 acre and larger shall provide a minimum 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See other requirements below. [X] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction or final inspection of a building permit. Other Requirements [) If Building Setback is 15 to 30 Feet: Class A or B roof Enclosed Eaves (] If Building Setback is Less Than 15 Feet — Class A or B roof with enclosed Eaves and: Choose any 2 of the following: - Metal or no doors on side toward property line with insufficient setback - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco — 3 coat Hardi-Board or Plank Masonry Masonry Veneer Metal Other Butte county Fire Department approved materials [l 10/27/2004 Darren Read Date Signature 2 uj y dv E-- vi - . q o �'� - -2q.o —6 COM. i d � ki ell Q3 qj �) ' CL J rv- 'dM 3 lu i Q c� r, In g Truss Take -off Design & Sales slstance Monte Call. - 793 Camellia . Dr - Paradise, CA 95969 (530) 877.4732 Of f ice (530) 811-4732 FAX TRUSS ENGINEERING Weyers Garage . . 0 Truswal Systems (800) 322-4045 WEYERS GARAGE Job Name: we ers Truss ID: Al Qty: 2 Drw : TC 2x4 DFL 01 a Btr. Plating spec: ANSVTPI -1995 Thla truss b aealgtt.d using the BC 2x4 DFL i1 b Btr. THIS DESIGN IS THE COMPOSITE RESULT OF USCA7 Code - GBL BLK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Etxlosed - Yes, Impontann Factor -1.00 - Loaded for 10 PSF non concurrent BCLL PLATE VALUES PER lC80 RESEARCH REPORT 01607. Truss Location - End Zone Gable verticab are Its 4 web, us rtal spaced Permanent bracing Is required (by others) to HuuleanelOnaan Line - No. Exp Category - 8 at 16.0' ox- unless noted otherwise- prevent rofatIonitoppling. See HIB -81 and Bldg Length ■ 90.00 It, Bldg Width - 40.00 R Top chord supports 24.0' of unhom load ANSVTPI 1-1995 or ANSVTPI 1,2002. Mean roof height - 22.16 ft, mph - 80 at 16 psi live load and 11 psf dead load. PLATING BASED ON GREEN LUMBER VALUES. UBC Standard Occupancy, Dead Load - 21.0 psf Additional design considerations may be -1OA D CASE 81 DESIGN LOADS It Is attached. Dir (+] Indicates the reqquired uirement laMal TC Ved 108.00 0-0-0 15dL00 12 0- 0 0.51 bracing (designed by others) perpendicular TC Vert 1S4.D0 12-0-0 106.00 24.0-0 0.49 to the plane of the member at 63-Irrorvala- SC Vert 20.00 0- (1-0 20.00 24-0-0 0.00 Bracing is a result of wind toad applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the fuss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads, BUTTE q s �, p 9® C`��Q Jy► y If »=>m Joint Locations � • 0- o- 0 20 0-0-0 .�1 E'PAPIi 2- 8-0 21 2-8-0 3 4-0-0 22 4-0-0 4 5-4- 0 23 5.4.0 .A.5 pe^T 8.8- 0 24 8.6- 0 8- 0- 0 25 8- 0- 0 7 7 9-4-0 26 9-4.0 8 10- 8- 0 27 10- 8- 0 9 11' 3- 0 28 11- 3- 0 12 124 10 12.0- 0 29 12-9-0 1 2 3 5 6 7 8 9 101112 13 14 5 16 17 18 19 12 13-4-0 31 14-0-0 13 14- 8- 0 32 14-8-0 F4.00 -4 1 00 14 16- 0- 0 33 18- 0.0 15 17-4-0 34 17- 4-0 3-4 1618-8-0 35 19-8-0 T T 17 20-0- 0 36 20-0.0 18 21-4-0 37 21-4-0 19 24-0-0 38 24-0.0 43-15 2$ 2-16 SHIP �1IJ-15 S-3.Sd m :;0 1 I , Q. a39 h V\? v I�LviJO � 244d 1 1 ^ 20 21 22 23 24 25 26 2728 29303132 33 34 35 36 37 38 c+ OF C;,Li; C,• TYPICAL PLATE :1.5.4 �_' -- OVER CONTINUOUS -SUPPORT 7/30/2004 All plates are 20 gauge Truswal Connectors unless preceded by 'MX" for HS 20 gauge or 'N" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5132' =1' WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job:.F-J. WO: weyers This design is for an individual building comporm. not trans system it has been based on specifications provided by the eamponeat manufacturer Chit: ® and done to accon lance with the oaten versions of TPI and AFPA design statdetds. No responsibility is assumed for dimensional accuracy. Dimensions ne ato be verified by the component manufacturer and/or building designer prior to fabrication The building designer must ascertain that the loads Dsgnr: DESIGNutilized on this design mat or exceed the loading imposed by the local building code and the paroader application The deign assumes that the top chord TC Live 16.00 psf DurFacs L-125 P-1.15 ASSISTANCE 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 Waal support of componrno members only to reduce buckling length. This component shall not be placed in any TC Dead 11.00 psf Rep Mbr Bnd 1.00 ® environment that will cause the moisture content of the wood to exceed 19'/. aodfor cause connector plate corrosion. Fabricate, handle. install BC Live"":0.00 psf O.C.Spacing 2- 0- 0 and brace this cuss in accordance with the following standards 'Joint and Cutting Detail Reports available as output Item Tnuwal software, 'ANSVTPI 1','W11CA I'- Wood Truss Council ofAmerica Standard Design Respourbilities. nANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf Design Spee USC -97 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSFS' - (HIB -9t) and mB-91 SUMh1ARY SHEET by TPL The Truss Plate Institute (TP0 is located at D'Omfrio Drive, Madison. Wisconsin 53719. The American Forex and Paper Association (AFPA) is bated at 1111 19th Street, NW. Sec 800, Washington, DC 20036. TOTAL 37.00 psf Seqn TSA12 - 0 Job Name: weyers Truss ID: A2 Qty g Sao z Loc RZKM SIZZ a210'13 TC 2x4 DFL ah b Btr. Plating spec: ANSVTPI -1995 1 0- 1-12 1036 3.50• 1.50" BC 2x4 DFL 91 b Str. THIS DESIGN IS THE COMPOSITE RESULT OF '2 23-10- 4 1036 _3.30• 1.50• WEB ' 2x4 DFL STANDARD MULTIPLE LOAD CASES. Hao asavrsD=n Rhe- are based OMboaded for 10 PSF nonconcurrent SCLL on PLATE VALUES PER ICBO RESEARCH REPORT 11807, the cruse material at each bearing PLATING BASED ON GREEN LUMBER VALUES. TC FORCZ alb MW CSI 1-2 . -2078 0:06 0.23 0.29 2-3 -1837 0.03 0.25 0.27 3-4 -1837 0.03 0.25 0.27 4-5 -2078 0.06 0.23 0.29 SC FORCE AZL MW CSI 6-7 1934 0.20 0.22 0.41 7-8 1287 0.12 0.24 0.36 8-9 1287 0.12 0.24 0.36 9-10 1934 0.20 0.22 0.41 WKS FORCE C9I ■ES FORCE cs1 2-7 -352 0.06 3-9 584 0.24 3-7 584 0.24 4-9 -3S2 0.06 12-0-0 12-0-0 1 2 3 4 5 40_ -4 00 5.6 Drwa: This in= is designed using the UBC417 Coda. Bldg Enclose . Yes, Importance Factor ■ 1.00 Tees Location End Zone Hunicane/Oeean Line ■ No. Exp Category e B Bldg Length a 90.00 R Bldg Width a 40.00 ft Mean roof height a 22.16 R mph ■ 80 UBC Standard Occupancy, Dead Load ■ 21.0 psf 7 `� e44 4: *j t- ca -v -� 24-0-0� 6 7 8 9 10 MAX DEFLECTION (span) : LIM IN MEM 7B (LIVE) L= -0.09' D- -0.12' Ta -0.22' Joint Locations >� 1 0-0-0 6 0-0-0 2 6.4.14 7 8-3-4 3 12-0-0 8 14-0.0 4 17-7-2 9 15-8-12 5 24-0-0 10 24.0.0 Rill -11 SHIP =04 - EYP. 3 t��?03 J x l� CP CnticGF raq- 7/30/2004 All plates are 20 gauge Truswal Connectors unless preceded by 'W" for HS 20 gauge or 'N" for 16 gauge, positioned per Joint Detail Reports available from Truswal software, unless noted. Scale: 5/32" = 1' ' WARNING. Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job: EJ. WO: ® This design is for an individual building component not mus system It hes been based an specifications provided by the component manufactrua Chit: weyers and done in accordance with the current versions of TPI and AFPA design standard~. No responsibility is assumed for dimensional accuracy. Dimensions DESIGN are to be verified by the component marmFacnmer and/or building designer prior to 6bricstion. The building designer mus ascertain that the loads utilized of this design meet or exceed the loading imposed by the local building code and the particular application. The design assume this the top chord Dsgnr. is laterally brand try the motor Odor sheathing and the bottom chard is laterally broad by a rigid sheathing material directly attached, unless otherwise TC Live 16.00 psf L" Durfacs L=1.25 P=1.15 ®ASSISTANCE noted. Bracing'shown is for larval support of components members only to reduce buckling length, This component shall not be placed in any rnvimrtinent that will cause the moisture content of the wood to exceed 191% and/or TC Dead 11.00 psf Rep Mcs 1.15 . rause connector plate corrosion. Fabricate. handle- install and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output fsom Tnuwal software', 'ANSVfPI BC Live "'0:00psf O.C.Spacing 2-0-0 793 Camellia Dr., Paradise CA 95969 1% INTCA I' - Wood Truss Council of America Standard Design Rcsponsrbilities. HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' . (HIB -91) and 763.91 SUMMARY SHEET by TPL The Truss Plate (mtinne (TPI) is loaned at D'Onofrio Drive BC Dead 10.00 psf Design Spec UBC -97 Madison. Wisconsin 53719. The American Forest and Papa Association (AFPA) is located at 1 I I 119th Sheet NW. Ste 800. Washington. DC 20036. TOTAL 37.00sf p S corn T6.4.12 - 0 PEAK PLATE: 3-4 (2x4) 5-5 (2x6) 6-612x81 BC SPLICE; 3-4 (2x4) 5-5 (2x61 6-6 (2xB) A MAXIMUM 40 PSF LIVE LOAD. 80 MPH WIND EXPOSURE C. LESS TM+A�-0" WALL HEIGHT. �QQFOFESS!L) M'6 S�yc No 962 v E p. 1 31/02 it �sr — CNIL _-..P /l MAXIMUM 1'-0' EAVE WITH t`—j- 6'-0' MAXIMUM BLOCKS @ 32'o.c. OR 2'-0' EAVE, ra BRACE SPACING MAXIMUM, WITH 4x2 AOR BTR. OUTLOOKERS CUT INTO GABLE @ '- 32"o.c. f72x4BRACE2x4 #2 MINIMUM CONTINUOUS STRONGBACK D TO ROOF STRUCTURE AT 6AOE MAXMUM. 1.5-3, TYPICAL CONNECTION CING DETAILS STRONGBACK AT; 2x4 STRONGBACK BRACED 4'-10' CLEASPAN, 70 MPH AT EVERY 6'-0' MAXIMUM 4'-1.5"CLEARSPAN, 80 MPH MINIMUM GRADE CHORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO BE MAXIMUM 24'o.c. HEEL PLATE: 3-4 12x4) 5-5 (2x6) 6.6 (2X8) CONTINUOUS BEARING WALL WALL BRACING PER BUILDING1 2x4 CONTINUOUS BACKING WITH 16d NAILS AT 24' o.c. TO THE WALL PLATE. SECTION A GABLE END FRAMING CONNECTION DETAILS (MIN. NAIL REQUIREMENTS SHOWN) 2x4 SOLID BLOCK WITH 3-16d NAILS 8d AT 6" o.c. GABLE STUD SHEATHING TO GABLE EA. END AND Bid NAILS FROM SHEATHING / TRUSS, Bid AT 6" o.c. TO BLOCK AT 6"o.c. 1-16d 16d AT 24" o.c. 2-16d 16d 1 Y.' NOTCH32' D.C.AT _ @ , SOLID BLOCK \ WITH 2-16d TOE• 24'o.c. 2-16d NAILED EA. END '2-16d 2x4 BRACE . WITH 4-16d NAILS CODE SPACING DATE - W-A,RII�� Rt.��" Y,' s'�' WARNING Read all notes on his sheetfangd�g! eW copy otl-it`to?ythe Erecting Contractor. This design is for an individual building component. �t`t s b, a;edeon speef ationsloiolbee�hy the component manufacturer and done in MODEL 20 - UBC CONTINUOUS 2/11/99 �® accordance with the accent ver of TPI angrRttATbprm/�aards. �+o•.esoogslgiliry°1111atsumed fo drmens onat accu city. Donenswns are to be venfied by the component manutatturo �-Dwpiny de signer.pno�) tatinr?traa:"ine building designer Shan ascertain that me bans 4 utaced on this design meet at exceed the loaainn rn+do'sed Zme t6ca):pt�lding cotiei It a assumed tnat me top chord is laterally braced by the roof or floor sheathing and the bottom mora is latemiy tire Qy a;risg�id sh ming material directly attacnea. unless otherwise noted. Bracing _ �/ spawn is for lateral suPPOA of components members only to ucesbgdt:ting length. This component shalt not be placed in any environment that SYMIMwill cause the moisture content of the wood exceed t9�and ��Ca•��e connector Plate corrosion. Fabricate. handle. eutau and brace dus Puss m GABLE DETAILS TRUSWAL SYSTEMS CORPDRAtION W COD TR SE the follmwng standards: ' INSTAL M 11A�1D B by BRACING M 1. *DUALITY LPLAT CONTROL STANDARD FOR MESAL PLATE CONNECTED wC00 TRUSSES' • CST -881, 'HANDLING tNSTALUNG AND BRACING METAL PLATE CONNECTED w000 TRUSSES' - (HIB•91) dna 'r•lB-9t 11 SI.MMARY SHEET by TPI. The Truss Plate Institute (TPt) is looted at 583 C•Cnobro Orne. Madison. Wisconsm 53719. The American Forest and CO Facer Association (AFPA) is located at 1250 Connecticut Ave. NW. Ste 200. Washington. OC 20036. APPROVED Department C o u n t y J. Michael Crump, Director of Public o f B u t Works t e LAND DEVELOPMENT DNISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 . National Pollutant Discharge Elimination System (NPD)Preve Phase 11 Construction Storm Water Permit an rACREPollution Plan (SWPPP) Acknowledgement ILESS THAN 1 Project Description: U "` r'"- By signing below, I, the project owner/owner's agent, certify that this project WELL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. 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 andlor other permits or other sanctions provided by law. Signed: Title: Date: Less than 1 Acre NPDES & SWPPP Compliance Certification I-, q#1 415-1p y 13U ......... W OR N z LA oql BUT TE_- UILDIN" APlRRovL--,,o BUTTE COUNT`' BUILDING 'oar �3 APPROVED Z�Ilk � Z v� BUTTE COUN = � B U I L D 9 N G Du i !0N lJ r G W IA. A s\ 40 1 r to cbe m 0-025 .. PERMI - �*-24 ~ T#�J.7-1185 i? WEYERS, Bobby & 'Susan. ?.fib Daly Ave : , Palermo ,- Cont: Lumen Electric ' Relocate.Ele Ser Stg Bld g & Wel-1 417 E& JO�ewol Ae f+L of Wo v, -Lou*_ �totJOAL. At .. 0FFICE;C6PY ~ '' • ' .y Addr GAS Meter,By ELE ate ,,,,,Meter By I �` D'a -OFFICE Copy' `Ad ies GAS Meter_ByM .. y ELECTRIC,;' Meter by, '' r .. Date'° � -�; 1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center�,Drive - Oroville, California 95965 - Telephone (916) 538-7541 RMET ND. (Rev. 12/96) APPLICATION AND PERMIT ;� ' Y W5" ASSESSOR PARCEL NUMBER 027 -240 -VY, � ZONING . BUILDING PERMIT OWNER ,BOBBY & SUSAN WEYERS TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS PO BOX 41 PALEMMO, 9596£3 CONTRACTOR'S NAME HIEN ELECTRIC TELEPHONE 53M370 --- CONTRACTOR'S MAILING ADDRESS 5561 LOWER WYANDOTTE 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ CHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS -- DALY AVE Energy Plan Checking Fee $ $ PALERMO PERMIT FEE $ LOTNO. -: SUBDNISION'SNAME PARCE1 MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑X Other STORAGE BLDG SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: RFIX ATE, E110, SJUM & STIR PANEL WEI.I: Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home. S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 500VR LE Main Service ZOOA OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions' of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect./y�y� License Class C +/( J Lic. NO. S I / O OWNER -BUILDER DECLARATION 1 herebyaffirm under penalty of perjury that I am exempt from the Contractors License p ty p 1 ry p Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a ACC. B.S. SO 3.5¢FT. T. NON-RESND. R ULTI-OUTLET @7.50 POWER APPARATUS a SINGLE OUTLET C1R. Ex. Occup. OUTLET OR FIXTURES BPL t.w Ex. Occup. FIXEDAPPLNS.OR p• oUTtETS REBID. E, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PRE INSPECTION 23.00 PERMIT FEE S figM WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations* ❑ 1 have'and will'' maintain a certificate of consent to self-insur workers' compensation, as provided for by section 3700 of the Labor for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compeg2ation insurance, as r ction 3700 of the Labor Code, for the performance of work for which t Lied. My workers' compensation insurance carrier and policy num Carrier Policy Number (The above sections need not be completed if the permit is to _mon fof one hundred dollars ($100) or less.) tr7 l certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation 1 provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. — - —' tiX , la+►,�.,, , Date Signature of Applidant - ❑Owner —Coni - Date ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. �%'' a 0) MECHANICAL PERMIT riling Fee 20.00 Heating Cooling Hood 6.50 Ventilation . PERMIT FEE $ Mobile Home Installation Fee Is Energy Inspection Fee $ - Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD COF PARCEL PD HD Is$UE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat — _ Date Receipt No. 222170 ..,(��%� Q K.t�l�� WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT - —A COUNTY OF BUTTE - DEPARTMENT OF DEVEILOPM ENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-75 F (Rev. 12/96) APPLICATIONAND PERMIT ASSESSOR PARCEL NUMBER 027-240-423 ZONING BUILDING PERMIT OWNER BOBBY & SUSAN WEYERS TELEPHONE SO. FT. OCC. BUILDING VA TION OWNER'S MAILING ADDRESS PO BOX 41 PALERMO, 95968 CONTRACTOR'S NAME LUMEN ELECTRIC TELEPHONE ' 533-1370 CONTRACTORS MAILING ADDRESS 5561 LOWER WYANDOTTE 95966 CONSTRUCTION LENDER t Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS ' —6' DALY AVE Energy Plan Checking Fee $ PALERMO $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑X Other STORAGE BLDG SPECIFY Each Trap7.00 Solar or heat um water heater 23.00 Water piping 15.00 `e Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other I Describe Work: RRT,nC ATR FT,F(' 4F.RV 4jiR p�gT. WE],T. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Q / � License Class �— —In Lic. No. � S- .2-19 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BLDS. SO 3.5¢FT. NEW CONST. MULTI -OUTLET NON-RESID. CU @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FORUREs z0 p 1.00 BAL @ .SO UNS Ex. Occup. ouTLEEOR Ts ES D.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 cpea- PRE INSPECTION 23.00 PERMIT FEE $ o0 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT riling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wi t se provisions. Date j' J _ Signature of Appli ant - ❑ Owner Contractor ❑ Agent An OSHA permit is required forexcavations over 5'0" de�epn and demolition or construction of structures over 3 stories in height. "L/�Dat Mobile Home Installation Fee Is Energy Inspection Fee Is occ CONST. TYPE f 5 TOTAL FEE $ HA2. D. FEES IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for ich fees have K;&,.__ PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. q — 9 (0—a te Receipt No. 222170 —661, zr,00 WHITE-D.D.S.-B.D. CANARY-ASSESSW PI K.INSPECTOR GOLDENROD -APPLICANT , ,,R,�i s r"`^�` y�,it:•.��r''�''�_-+�:,�IIr�„� J:-e's., �:�.+� 1 �:.,7.-.7��b;�"� y--�^t�7 s�'L+".:��';•�4�;y.r � 1.-:..;;'i�tiK�=r'4=..;-,Y�;,^rv.�i;�' �7�i'r�:;,,'� 'fd - .p.,h DIY „'Y , - ,�� ,> COUNTY OF BUTTE D.TPARTMENT OF . OPMENT SERVICES -BUILDING DIVISION r. .7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET n� OWNER: ASSESSOR PARC ER: Proposed Buil mg Use: 0 Building Inspector Date: At time of permit application, I was ad ed the following data mus a itte rior to permit jr4cessiAg an or issuance: Date Received By 1:11. All items have been submitted.------------------------------------------------------------------------------------- 5 - ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ----------------------- '------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan revie No'faxes! ------------------ E16. Energy Design Compliance and supporting documentation. -------------- -- --- ----------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------;--=-------------------------------------. ❑ 8. Hazardous Material Form. ------------------------------------------------------------- -.1--------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specwcations ------------------- 0 10. Fees of $--------------------- --------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- ❑ 14. Sanitation and plot.plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19 croachment Permit forAriveway (cons ction ap roval prior to occupancy): ---------------------------- v e -inspection for required. Request to Building Inspector on --7 ate) � T T 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. -------------------- E123. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). E124. Letter of signature authorization. ------------------------------------------ Recorded copy of Agricultural Acknowledgment Statement. ----------- Letter of intent on building use- -------------------------------------------- 027. Manufactured Home utility clearance. ------------------------------------- 028. Existing violations and/or expired permits. ------------------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30.Other: i` When you issue the permit, process as follows C3 Mail to owner, ❑Mail contractor. Telephone 55P.) 1870 and hold for pickup at office. ❑Deli er with inspector. Applicant: `!v2 Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: 1i Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: �1. Index permit application for the above items numbered: 11 Plan Check List a2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date- Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. Jun 11, 1997 Wayne L. and Emma G_ Weyers OSS Daly Ave. broviiie, CA 95955 916-S34-1 579 (mess) Tomo Coleman Building Inspector Department- of 'Public Wares 7 county Center Dr. Orovi i le, CA - 95965 We intend to repair and bring up to county code the house at 26SS Daly Ave. No one will be living in the house until this is done. Thank you for your assistance in this matter. Wayne L. Weyers LOCATION: CONTRACTOR i pERMIlT HISTORY: [ ]NONE`__ TYPE OF OCCUPANCY: A.P.#: �f nATTATl:• - IV liv�r��.1 vn BUILDING INSPECTOR'S REPORT t ling Description: [ ] Commercial/Usage: [ J Residential/# of Units: Mobile Home: Yes[ ] No[ ] [ ] Currently Occupied. [ ] Abandoned/Vacant. tric: , [ es [ ] No Electric is currently : [ ] On Condition of electrical? one[ ] Currently On[ ] Off[ ] Natural [ ] Propane[ � .� Obvious problems: itation:' Plumbing working Yes[,/JJNo[ ]. t . Well: Yes[1�o[ ] Potable water: Y'�s[ J No[ ] Obvious Sewage Problems: ion Recommended: ]Issue [ ` cold for: ector: Date: r RESIDENTIAL 027-240-024 PERMIT#97-2047 WEYERS, Wayne & Emma PERMIT f _'2858. Daly. Ave. , Palermo Cont: Sierra Mobile PERMIT E 2 : Awnings/MH OWNER CONTR. La ASSESSOR PARCEL LOCATION 'r I Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) Signature -i . V=OK O = Not OK 6 �= NoottReady MOBILE HOMES Date MOBILE HOME UTILITIES (Pians) OK except #'s 7. Electro: 1. Zoning Requirements - Setbacks - Easements 6. Frmg.; SAs-AnchorsStuds-Rttrs-Trusses 2. Soils; Special MH Support Sketch 9. Siding; Naifing Veneer-6wcco-Mesh 3. Sewer, Location -Test -Fall -C/0 -Concrete 10. Roof; Shthg-Roofing 4. Water, Location -Test -Easement Needed (Sketch) 11. Ext; Steps -Doors -Landings 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 12. Braced Wall. Panels " 6. Gas; Location-TestaMrap; / M'ft / /Nat. or/ IL"tt./ /LPG 7. Well Clearance & Disconnect CaWPW Date Card B-1 Y Card B-1 Date Card B-1 S. Utility Clearance POOLS (Plans) OK except #'s 1. Setbacks -Easements Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Pians) OK except #'s 5. Elec.; Pool Lighting; 15 Volts-GF1 1. Zoning Requirements- Setbacks Easements 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 2. Footings; ShmSpacng-Marriage Line 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 3. Gas; MH Test-DemandAlshe-Connector 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 4. Electricity; MH Test -Crossovers -Breakers -Clearances 9. Health Department Approval 5. Drain; MH Test -Fall -Flex Connector 10. Plumb.; Cir. Test -Water Supply Test 6. Water; MH Test -Regulator -Connector 11. Llaht Niche 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 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 lNISCELLANEOUS Date DE Y S, CARPORT$, dAAAGE8 ns OK except #'a wremenis-Setbacks-Easements s; Soils-Size-DepthSpacing-Connectors-Steel 3. Deck4: Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rffrs.-Connectors S racing lqrl&m. Awn.; Columns -Connections splice-Decat-Enclosures Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 6. Carports; Windows -Doors 7. Electro: 6. Frmg.; SAs-AnchorsStuds-Rttrs-Trusses 9. Siding; Naifing Veneer-6wcco-Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Braced Wall. Panels " Date Date CaWPW Date Card B-1 Y Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compac lionStructure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -lining 4. Elec.; Receptacles and Lighting, Distance-GF1 5. Elec.; Pool Lighting; 15 Volts-GF1 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Llaht Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #a 1. ZoningSetbacks-Easments+lood-Slope 2. Ftg., Main; Soils-Elec. Gmd. / /' Ftg. Depth 3. Fig. Garage; Soils-Steel-Elec. Gmd/ t Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ C Ftg. Depth 5. Stemwalls, Main;'SteekBlockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, SteeNWrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #a 23. Fodure & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or Al -0v n Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meeh. Epuip. 33. Clothes Closet UghtShower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. -Fire Stops, Furred CeilingsStairs-Chasers-Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist Rftr Ties-Purlin-roll Brac.-TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Sine & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Headroom-Rise-Run-Unding-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 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 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. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int & Ext 72. Kit. Fat & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instid./Drive 0 Yes 0 NoAValks 0 Yes [] No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliancereplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Cana B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF -DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Cglifornia 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 9z C?:I0-`�7 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION I 1116 co`7 14,508.00 OWNERS MAILING ADDRESS 9858 DALY AVE. PAT ERM0 CONTRACTOR'S NAME TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 162.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 105.30 BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ 287.30 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome [SXOther SPECIFY Each Trap 7.00 Solar or heat'pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other f Describe Work: 2 AWNINGS Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OR LES Main Service OO.A zoos ORLES 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. l 3 �` License Class U LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. B.S. SO 3.5¢FT. NON -RE MULc,, CU, 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OccuOUTLET OR FDRURES 20 Q 1'00 BAL o ,50 Ex. Occup. ouTrs REIo.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the -erformance of the work for which this permit is issued. CSI have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation�insur� carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling ` Hood 6.50 Ventilation PERMIT FEE $ Policy Number _ `(G R 7 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /�Z X Date -�t/ Signature of Applicant - ❑ Owner ❑ Contractor 13Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. D. FEE IMP FLOOD CDF PARCEL PD HD SSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By _A&A� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. z �✓ D -a e J ate Receipt No. 994614 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT }+�.- ......-i--+. •wr'+-,-.-..+...-...rn�--.�..rr.r•.�.--d7r.-.��..1„+... ti^"� rr+K�..-•.�,t.�''�-+,i��'l.d'r•K�.:T.�,+s...,..T: �.Rti71"SM:7'i'r-7�7'•...F*•y...+�..�. �+,..-r.T -: �.:.�...., ,.�. . -.- ... COUNTYOF BUTTE - DEPARTMENTOPDEE�OPM ENT SERVICES - BUILDING DIVISP�.ON/ 7COUNTYCENTER DRIVE - OROVIL-LE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER err No. D ��' c� -� 0z)_ Proposed Building Use tli Building Inspector Date At time ofpermit application, I was advised the following data must.be submitted prior to permit processing and/or issuance: ✓/ 1. DATE RECENED BY All items have been submitted . ........................................ 2. 3. 4. Plot plans, 3/4..sets, sign4by preparer of plans. .... ��1__ �/� Y Complete plans, 3/4 sets, signed by preparer of plans. �{(yUT!!'q. ?"..'f17 . / /Z Engineered 3/4 plans and calcs, sets, with wet signature on plans.�........ 5. Hazardous Materiial Form . ...............................:........... . 6. Energy Design Compliance and supporting documentation . ............ 7. Statement of Intent for Non -Heated and A/C Buildings. ................. . 8. Engineered truss details and layout in duplicate (required prior to plan check).:... . ` 9. 10. Mobilehome dat a manufacturer's installation instructions, 2 sets. . Fees of $......................................... 11. Impact fees as shown on attached schedule . ............................... 12. California Department of Forestry plan approval/fees. ....................... . 13. 14. Flood elevation letter (100 year flood) by C� lifornia Engineer . .............: :: Sanitation andwplot approval I Health Department. : plan . 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development.about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. deet Pre -inspection for required. . to Build g Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification). ... ......... . 22. i Certificate of Workmans Compensation Insurance . .................,.......: . 23. Owner -Builder Verification (Given to owner , Mail to owner �. '` ......... _ - 24. Recorded copy of Agricultural Acknowledgement Statement. ...... +�..;...; ..... 25. Letter of signature authorization. ............................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... r 28. Mobilehome utility clearance . .......................................: . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed - and (B) Parcel meets zoning area and frontage requirements . ............. ............ 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. Wl en"ou issue th R rmit �[ c s as follows: it to owe Mail to contractor. i ✓ Telephone l� - $c� and hold for pickup at� am office. Deliver with inspector. Other Parcel Creation 7/;L c Acreage Applicant Date ' Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to 1. Index permit for above items No. 2. Additional items required: ce: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by -Date Plans checked by Date Plans approved by (5�c� Date Sets of plans on hold in File cabinet AP folder Copy Department of Public Works T E.H. USE ONLY Plot Plan Attached !. Floor Plan Attached 4,! --JF "' Sent to B.D. / TO: Building Department ' FROM: Environmental Health SUBJECT: Sanitation Clearance caner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other U^^^2"� ct-- 0- � `( 9` LX Hold final for: Final clearance O.K. for: NOTE: 4V& 'WI Environmental Health Specialist Date E -IME. .,. .,�,. .� __.._ ,� ,.�._,... •Nr _ .. ±. �_ .. ,,... _ .. :. .-.. ,---5 . - a W �� . _ . -e .�..p ..cv'nV.ii.r-- ...�.-.�- ..q.�..�• � � -.� ..vuw �-...�'a-rv:;,;;'x •x., 027=240-024 PERMIT#97 1"401 -r- • " f WEYERS,'Susan'(' Bobby .� _. Rw �� 2858 Daly AAve. , Oroville' .: - ,_ -,. � �- , - -mak, `�•�� Demo/SF, � , �A^ � - �,, �� lies i .. :� ,•' a -' •.: � � ' D% 7—I—�t?iN��. Ito i y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUIL•AG DIVISION - 7 County Center Drive - Oroville, California 95965 - Telephone (916) '538-7541 PERMIT NO. (Rev. 12/96) APPLICATIQNAND PERMIT ./' ��T-�% ASSESSpgJr({ ��(}� �4 ZONING A_�� BUILDING�PERMIT ��}� '�p�+ OWN%USXN AND BOBBY EIT. S \\\ 1 TELEPHONE 579 SO. FT. OCC.. BUILDING VALUATION OWNE AI,LiNG,A�I�RFIs AVENUE�...g1It�1VILLE Q,j� �f j� j S CONfZVO{2kVAME . - TELEPHONE h • CONTRACTOR'S MAILING ADDRESS t CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ • ARCHITECT OR ENGINEER'S MAILING ADDRESS i Plan Checking Fee $ BUILDIN4QQfiEi AVENUE, OROVILLE Energy Plan Checking Fee $ Energy PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP i PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ET, DEMO Describe Work: „. . Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 7 (PERMIT FEE S . C RLCAL PERMIT _ Rling.Fee 20.00 v ain rvice Zoon OR LESS x'23.00 LIC &SED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profesiions Code, and my license is in full force and effect.I License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law or the following reason: + NA,I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with Iicensed �contractors to construct the project. ❑:�l am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance.c�f tliR wor fQ(which,�his pe I .Is issLi d. - ❑ I have and wiler eirrtain �o*,e?'� cbmpensafiolinsi siow*3ce�s required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier c Main Service ( 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. ( a Acc. sins. 3.50FT. NEW CONST. MULTI -OUTLET NON-REs1D. BRANCH CIRCUITS@7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. ourtFr OR FaTUREs 20Q10 sA@ .050 LNS Ex. Occup. ouTLEDrs RES D.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood — ( 6.50 "Ventilation PERMIT FEE i Policy Number, ,. --�1 (The ab (5-v-esectio s need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the� .�erformance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation -laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date -7_Z_7 Signatur Ap icant - wner ❑ Contractor ❑ Agent An OSH permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee _,.,,' $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 35.00 HA2. p. FEES IMP I FLOOD I COF PARCEL PD HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ` Date PERMIT EXPIRES ON 2111 Receipt No. L41LU. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive - Orevill.e, California 95965 - Telephone (Rev. 12/96) APPLICATION AND PERMIT BUILDING DIVISIO (916) 538-7� PERMIT N0. ASS E902TRrgL, EII@t- 24 .,ZONING A-5 BUILDING PERMIT OWNEJUSAN AND BOBBY WEYERS TELEPHONE SO. FT. OCC. BUILDING VALUATION GWNE"gNX}GRF,$s AVENUE OROVILLE x CONif��TQjir�r!VIIEEL TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LEND EA Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ UU ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ' 00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDIyAEsbALY AVENUE, OROVILLE Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other CK Describe Work: DEMO �� IJ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service IIIv OR LESS noon OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law�°r the following reason: 94 [,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. 10 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP, OR ADONS. ( g ACC. BLDCS so 3.5dFT: NEW NON-AEStID. ,=0cuR`cLETTS 97.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 2I@''II BAL (^7 .50 Ex. Occu .ouTLEEDrs RE D.DEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. 7 X l Date –2— Signatur o Ap licant 7X6wner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 35.00 HAZ. 1 D. FEE IMP I FLOOD CDF PARCEL PD HD I ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for ich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Date Receipt No. 224120 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your. signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this - verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES g NO ❑ 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAINIE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE ' OF WORK SIGNED: PROPERTYOWNER SOCIAL SECURITY DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFOR1ti1ATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself. you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the follow' ' o for your benefit and protection: t. If you emplo or otherwise engage an, persons other than your immediate farrily, and :he work (including materials t �_ a✓::6..; - ... - 4y e,.,rry ..: -r-la'xir•: and wher sts) is $300 or more fppr the. entiie prefect; and'=s'ucfi persons are aat !icens.?d as contractors or subcontrac rs, the r�you may b� kmployer. ♦ If you are an plo�ver; -you--must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security tares, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not. be issued until the verification is returned. I4Mage'r.,' ly C. Vi ira, C.B.O. Building Inspection NOTE. This Oivner-Builder Information is required by Section 198.0 of Me California Healdi and Safety Code OVER . Demolition Permits Asbestos No-tification Statement Date 7! ` , AP# ,g7--�0-6�� Pursuant to section 19827.5 of -the California Health and Safety Code, all demolition permit applicants are required to fill out this form. "19827.5. A demolition permit shall not be issued by any city, county, city and county, or state and local agency which is authorized to issue demolition permits as to any building or structure except upon the receipt from the permit applicant of a copy of each written asbestos notification regarding the building that has been required to be submitted to the United States Environmental Protection Agency or to a designated state agency,. or both, pursuant to Part 61 of Title 40 of the Code of Federal Regulations, or the successor to -that part. The .permit may be issued without the applicant submitting a copy of the written notification if the applicant declares that the notification is not applicable to the scheduled demolition project. The permitting agency may_ require the applicant to make the declaration in writing, or it may incorporate the applicant's response on the demolition permit appli- cation." Attached is a copy of my written asbestos notification to the United States Environmental Protection Agency for the demolition project located at Signature of Applicant. 6R I hereby declare that a written asbestos notification to the United States Environmental Protection Agency is not applicable to this demolition project. Sign ture of plicant May 1995 3.27 -1��,�� ty vE 2-? APPROVE® Butte County- Hpalt h lit r)ING ------"Signature - ------ c .. a.C'i ii2.-$ ancL is :2.��. WW, L l'� 't i]E' off Alec CodW ara u of Wo 4 1 i off) r S 6 t. of plana o��t] yea ox clo,an� t CHS • 11 ` I APPROVE® Butte County- Hpalt h lit r)ING ------"Signature - ------ �.J ifiOtlSUJG u .:*�- I r:ex. I MN W b SA.�ET'r ��ANDA�S � CSMAP.4 vvv.i . 46A0 5 A T-8' S kidlcatcs 2" BCCI B 32 A 13 r e4ulred r-8' 32 0 i 0 MIN. 200L.L...100D.L. 200L.L,.1000.L co PIER 90" MAX 114" MAX. 1.OADS E] TRO POST W Z 1 TWO MST ILBS1 tow NO. t FLETGAG NO. A 1'•8' $" &4 n ..� 9av 1 32 0%. 1 1 1 •-8• 32 Jt - M 6m ELECT. AANEL 80X A wo SUPPLY AIA REO. 22 AIR SUPPLY . CEIUNG REGISTER N7 SHEARWALL CJ—V. suppow POST FLAG RETURN MR GRILLE vvv.i . 46A0 5 A T-8' S kidlcatcs 2" BCCI B 32 A 13 r e4ulred r-8' 32 0 i 0 MIN. 200L.L...100D.L. 200L.L,.1000.L co PIER 90" MAX 114" MAX. 1.OADS E] TRO POST W Z 1 TWO MST ILBS1 tow NO. t FLETGAG NO. A 1'•8' $" &4 n ..� 9av 1 32 0%. 1 1 1 •-8• 32 Jt - M 6m rLffznm= ire: SCALt r -el 22 A 32 22 M 3400 2 8 r -1o' 32 e 6700 A • 34 g 15'•x' A 3 s 6600 4 4 4 A $ C6)g 3500 5 A r e• 32 A e a Wicar," 2" Scaring Is ulrrd rLffznm= ire: SCALt r -el 22 T-10' 32 15•x' 8 9 r -s• 1 32 Sw 1 OF AEV Z?rp/)At. y /� VE APPROVE® Butte counTy- r_..:..,.v.onial Health --------- ------------ -------- � --- — — - --- nnature ----- c E u of .po" i 1 \ ' T y_ llfll .✓ S? L t I ( I -- _ _ 4y ib w 6-7 CHI r f i — � o pi -4 ------------- APPROVE® Butte counTy- r_..:..,.v.onial Health --------- ------------ -------- � --- — — - --- nnature ----- NOTES RESIDENTIAL 027-24-0-024 PERMIT ''-)WEYE S-_-99-1088..B�t� Wayne' — F 285k$Daly ?.Avenue PAlermo � neva ;.:car or* rc P t) Cook & Son., a. rt E` 1. I� JOB FINALED (Date) r' Signature it SPECIAL CONDITIONS �'k CHECKED BY t SRA FLOOD CERTIFICATE REQ. L FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY q USERERMIT CONDITIONS SUB -STANDARD HOUSING LETTER f~ M- r JOB FINALED (Date) r' Signature V=OK 0 = Not OK e Not Applicable = Not Ready MOBILE HOMES - Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoy Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Electric 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Roof; Shthg-Roofing 7. Well Clearance 6 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except Ws 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t 'Date MISCELLANEOUS DECKS, COVE , CARPORTS GARAGES (Plans) OK except It's Zoy Requirements -Setbacks -Easements 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 rmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext. teps-Doors-Landings Braced Wall Panels Dat and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except Ws 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test" 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Fig., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Ramex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive ] Yes ] No/Walks J Yes J No/Planters Yes J No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Date 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing >ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 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 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 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. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Ramex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ] Yes ] No/Walks J Yes J No/Planters Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted 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: ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Driven& Oroville, California 95965' ,Telephone (53 -7 1 OP NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _ (7197-94-0-024 ZONING A BORMPERMIT OWNER T NE SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS OX 1-6-6-1 PALERM9 CA 95968 CONTg{�68. Al SON TELEPHONE I.IJU ` 533-0302 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ 171.0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ BUILDING ADDRESS 2855 DALY AVENUE, PALERMO Energy Plan Checking Fee $ $ PERMIT FEE $ 302.15 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE CARPORT SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New q( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 000R LESS Main Service zo.VA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in ful orce and effect. f License Class Lic. NO. {.!/ 7G OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. O AD oNS. ( & ACC. 3.50so FT. NON-RESID. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. EX. Occup. OUTLET OR FDRURES .00 BAL @ 1.50 FIXEDI Ex. Occup. UTrs R� .oma 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I/have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI_ $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith com y with se provisions. .� X Date Sign r of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 00T TYPE TOTAL FEE $ 3 2.15 HAZ. p, PEES IM oo cDF P EL HD SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By I PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate ®- (Dale) rReceiptNo. �� / WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • C3'roville. California 95965 • Telephone (530) 538-754 , P RMrT NC (Rev.12/96) APPLICATION AND PERMIT ��-/U ?If A'eemitolmm `usm m S BUILDINGPERMIT °W"" � � S SO. FT. OCC. BUILDING VALUATION owrea� wuro Ao s J U � d 2 cONTIMMWI HAM cokmAcivat MAROC ADDAM corNrn,cnM uD I uuorns MAI ADoaess Fire lace Total Valuation t AACH"Cron anima �E"0a NO FGn Fee i 20.00 MaLrccT OR oaumts MAau+o ADoaass Permit Fee i 171,06 Plan Checklna Fee i MJLDNOADO10I o J I Energy Plan Checking Fee i i PERMIT FEE : 0 2 rS rDTw. sueonnsxrs►wM mica MAP PLUMBING PERMIT Fling Foe 20.00 USEOFSTRUCTURE �� SF lex O Mobiehome O Other sneer Each Trap 7.00 at um water heater 23.00 piping 15.00 UEachaater heater or vent 15.00 New 0 Addition 0 Describe Work: TYPE OF WORK Remodel O Utlitlss O Instaktion O Other O tem 1 - 5 outlets 15.00 unsewer 15.00 Moble Homs S G W X20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service =o. 23.00 ReceiptNo. wuirc_n „ - - - 3 f l v (/ f Main Service 200A To 100M 46.00 cow . owoua ooew. 3 5tR o0 ADow a Aoc.. roJ►ntsro.' �uuwuner @7.50 Pow6� Arr�Tu as wm • x. Ex. Occup. ounar Olt wno .w90 ati FWD Ex. Occup. ors oro a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Usc. Wiring 23.00 PERMIT FEE _ . MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50 Ventilation PERMIT II f Mobile Home Installation Fee ti Energy Inspection Fee 5 occ 00-T. r"E TOTAL FEE _ MAZ 0. MES W$, AMD Cop NAM r0 b ash This permit is hereby issued under the applicable provisions of the Butte County Cods and/or Resolutions to do worn indicated above for which fees have been paid. By Date PERMIT EXPIRES ON COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: tri. GL/P_, S ASSESSOR PARCEL NUMBER: 0 2 7 -- 2 IL/ Proposed Building Use: I r- &s /- Building Inspector: g�; 4- Date: S/a i / S' At time of permit application, t was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted.------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. 03. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- fngineered gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. truss details and layout in duplicate (required prior to plan review) No faxes! --------- 6. Energy Design Compliance and supporting documentation. ------------------------------------------- 117. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. --------------------------------. ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .----------------- (!r0. Fees of $ e B® l Impact fees as shown on the attached schedule. ----------------------------------------------------------------- r ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- - lood elevation certificate.-------------------------------------------------------- ------------------------------- k 4. Sanitation and plot plan approval ©p Health Department. ------------------------------------------- 42- /L ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- 1117. --------------------------------------------- ❑17. Planning approval for (A) Use: () K_ � (B) Parking: -------------------------- rj-2i-40 El18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- E124. ------------------------------------ ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1343 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- ❑30. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone S3 and hold for pickup at dv� o e ' er with inspector. X � \.Applicant: q Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ ATr Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ID Oth Date: By. 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Buildin Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Buil" Division counter, by at : Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 0 Plan Cabinet, 13 A.P. folder. Note transfer by: Date: TO: FROM: SUBJECT: C� E.H..HU E ONLY Plot Flan Attached • Floor Flan A eha Sant to B. �' ! Building Department Environmental Health" Sanitation Clearance W ot (A)f V 2 611 1' / 2 -- Z Owner Lo ation AP Plan Approved for: Sewage Disposal`'' ter Supply- Public Private Wel Clearance for dwelling. Other . tet X3L/ A2 Hold final for: Final clearance O.K. for: (VOTE: Environmental Health Specialist Date June 07, 1999 Wayne Weyers P/0 Box 166 Palermo, CA. 95968 Building Permit Number: 99-1088 Assessor's Parcel Number: 027-240-024 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide engineered truss details. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m.. and 4:00 p.m., Monday through Friday. Sincerely, David Wasney Building Inspector III: 2 11 Lt?-1?t11Ak August 20, 1998 Job Number 98171T Mr. Wayne Weyers P.O. Box 166 Palermo, CA 95968 Subject: Compaction & Field Density Tests Weyers Residence Garage 2858 Daly Drive Oroville, California ii ee� riii: [,.lumber: 38-1457 Dear Mr. Weyers: / v LRA ENGINEERING 11500-H SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 PHONE: 916-631-4455 This report presents the results of the compaction and field density tests performed on the aggregate base placed on the building pad for the subject project. An ASTM D698 Compaction test was conducted on a sample of the aggregate base. The maximum dry density was 147.9 pounds per cubic foot, at an optimum moisture content of 6.1 percent. The field density tests were performed per ASTM D2922 and D3017. The results of the field density tests are presented next. FIELD DENSITY TEST RESULTS Above tests reached 98% compaction or above as required in the approved pans and ' specifications. — — --- -- --- — — — --- — , A10 6000) &V CINES s' S j9M1� S/�t/�Tu2ce , Lie.4 -AD VIS6D Facsimile Sacramento Chico 916-631-4466 916-929-9267 916-891-6304 ' Rancho Cordova 916-631-4455 Test Dry Density Moisture Relative Date No. (Ib/cu.ft.) Content % Compaction % Location Elev. 08-13-9E 1 147.3 6.3 99 NE FG 08-18-98 2 144.4 4.4 98 W FG 08-18-98 3 149.2 5.1 99 SE FG Above tests reached 98% compaction or above as required in the approved pans and ' specifications. — — --- -- --- — — — --- — , A10 6000) &V CINES s' S j9M1� S/�t/�Tu2ce , Lie.4 -AD VIS6D Facsimile Sacramento Chico 916-631-4466 916-929-9267 916-891-6304 ' Rancho Cordova 916-631-4455 August 20, 1998 Job Number 98171T Page 2 We have employed accepted engineering 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. Very truly yours, LRA ENGINEERING Laver L: Rbper, president RCE 15555 LLR:dp LAB\98171 T cc: ; County _of _Butte 7 OQp,OFESS%py RC,o No. 15555 ` Ar - Exp. 12-31-01 �lV�L tae*. of CAO�P -s4r AIO 1N3WdOl3A30 ONMI 31-LnG 30 AlNf100 9661 k I d3S ®3AI303H August 20, 1998 Job Number 98171T Mr. Wayne Weyers P.O. Box 166 Palermo, CA 95968 Subject: Soil Sample Weyers Residence Garage 2858 Daly Drive Oroville, California Permit Number: 98-1457 LRA ENGINEERING 11500-H SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 PHONE: 916-631-4455 Dear Mr. Weyers: A representative from our company travelled to the subject project to pick up a soil sample on the following date: DATE REPRESENTATIVE TIME MILEAGE 08-12-98 L. Roper 1 hour 20 miles Very truly yours, LRA ENGINEERING Laver L. Roper, President RCE 15555 LLR:dp LAB\98171 T cc: County of --Butte rp,Qf ESS L No. 15555 m Exp. 12-31.01 C1V I L ��P* FOF" CAV* Facsimile Sacramento Chico Rancho Cordova 916-631-4466 916-929-9267 530-891-6304 916-631-4455 AIO LN3WdOl3A30 dNdl 3.L S 30 AINnOD 6661 � 1 d3S ®3nI33.3a August 20, 1998 Job Number 98171T Mr. Wayne Weyers P.O. Box 166 Palermo, CA 95968 Subject: Compaction & Field Density Tests Weyers Residence Garage 2858 Daly Drive Oroville, California Permit Number: 98-1457 Dear Mr. Weyers: LRA ENGINEERING 11500-H SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 PHONE: 916-631-4455 This report presents the results of the compaction and field density tests performed on the aggregate base placed on the building pad for the subject project. An ASTM D698 Compaction test was conducted on a sample of the aggregate base. The maximum dry density was 147.9 pounds per cubic foot, at an optimum moisture content of 6.1 percent. The field density tests were performed per ASTM D2922 and D3017. The results of the field density tests are presented next. FIELD DENSITY TEST RESULTS Above tests reached 98% compaction or above as required in the approved plans and specifications. Facsim to Sacramento Cilico 916-631-4466 916-929-9267 916-891-6304 Randw Cordova 916-631-4455 Test Dry Density Moisture Relative Date No. (Ib/cu.ft.) Content % Compaction % Location Elev. 08-18-98 1 147.3 6.3 99 NE FG 08-18-98 2 144.4 4.4 98 W FG 08-18-98 3 149.2 5.1 99 SE FG Above tests reached 98% compaction or above as required in the approved plans and specifications. Facsim to Sacramento Cilico 916-631-4466 916-929-9267 916-891-6304 Randw Cordova 916-631-4455 y August 20, 1998 Job Number 98171T Page 2 We have employed accepted engineering 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. Very truly yours, LRA ENGINEERING Laver L. Roper; President RCE 15555 LLR:dp LAB\98171 T cc: County of Butte August 20, 1998 Job Number 98171T Mr. Wayne Weyers P.O. Box 166 Palermo, CA 95968 % a4— 2- y Subject: Soil Sample Weyers Residence Garage 2858 Daly Drive Oroville, California Permit Number: 98-1457 Dear Mr. Weyers: LRA ENGINEERING 11500-H SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 PHONE: 916-631-4455 A representative from our company travelled to the subject project to pick up a soil sample on the following date: DATE REPRESENTATIVE TIME MILEAGE 08-12-98 L. Roper 1 hour 20 miles Very truly yours, LRA ENGINEERING Laver L. Roper, President RCE 15555 LLR:dp LAB\98171 T cc: County of Butte Facsimile Sacra"M10 Chico 916-631-4466 916-929-9267 530-891-6304 Rancho Cordova 916-631-4455 . .- ^7e' � -tE'TS.w,ar.,�. - y"P...`: _� �mx`=�Gi+'.l+Ri:':a.:'R9'fR"!S'� �FSy. - i a.•xr3�,,�,:jj�`�asr r !Fa N y '4#,• t `2Tj#978024 81027'240 . " tt a 'WEYERS : WAYNE ,-, . j 2858 DALY AVE' ' OROVILLE'` GEOE F a% RG t ,+,.t'ADD'°ELECT SERVICE TO; GARAGE x3 r r a. J "I . V / COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION V 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 SPE .MIT NO. (Rev. 12/96) APPLICATION AND PERMIT 11�� C4. ASSESSOR PARCEL NUMBER 027-240-024 ZONING BUILDINGPERMIT OWNER WELTERS* WAYR TE� ',tg3�iNE8976 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING WES_bX 166 95968 1NP P, ATELEPHONE _ NTRACTOR'S49 t t,FARG CONTFAdJ R -MAILI DRJS$ CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 2858 DALY AVE. OROVIM Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑;K Other GARAGE SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK v New ❑ Addition ❑ Remodel ❑ Utilities OL Installation ❑ Other ❑ Describe Work: ADD MY SIC SERVICE' TO PROVE DETACHED GARAGE Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20oA 0o R LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect' License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 7 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) q 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. �'J } �f' / f e �j �j X (/��' "L/ Date '! /' 7 4 Signature�ca t - Ownerfo Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service To 46.00so W:L200A CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( 8 ACC. BLOS. 3.50F; =R 61D MULTI.OUTLETCUrrS @7,50 POWER APPARATUS a SINGLE oun ET CIR.. .00 EX. OCCu OUTLET OR FIXTUREs BAL @ �. 0 Ex. Occup. ounE�s IESIES o.I EA R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43..100 HAz. D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By /i/.';;' . "T/lDate C7 �f V C ) n— PERMIT EXPIRES ON y / Date ReceiptNo. 24X(A-1-1 �•t?"j CANA Y -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT WHITE-D.D.S.-B.D. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541No• (Rev. 12/96) APPLICATION AND PERMIT Q,?- ASSESSOR PARCEL NUMBER 027-240-024 ZONING BUILDING PERMIT OWNER WEYERS , WAYNE TE�,t11qj(}"-8976 SO. FT. OCC. BUILDING VALUATION OWNERS ""l"° PdREffOX 166 PALERMO CA 95968 CONTRACTOR'S NAME GEORGE TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 2858 DALY AVE. OROVILLEEner P g gy Plan Checking Fee $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome EX Other CARA R SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities EY Installation ❑ Other ❑ Describe Work: ADD ELECTRIC SERVICE TO PRIVATE DETACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.0a00VOR UE0 Main Service A OR LESS 23.00 93 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors license Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLD S. 3—OFT. NEW POND. CIRMULTI.OUCUITS T @7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 �'•0° Ex. Occup.OUTLET OR FOcruREs BAL @ .50 Ex. Occup. ..FIXED AEslo °EE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) - 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply ith those provisions. X —W DateG' I b Signature Applica t - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE TOTAL FEE $ 43.00 =.AFEES IMP FLOOD CDF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By L.Date PERMIT EXPIRES ON I Date Receipt No. `Z -3-EV- 3• WHITE-D.D.S.-B.D. CAN -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541t RW APPLICATION AND PERMIT q 0 8~��- ASSESSOR PARCEL NUMBER e)AO ©� ZONING BUILDING PERMIT OWNER TELEPHO E sq SO, Fr, OCC. BUILDING VALUATION . OWNERS MIUUPADD CONTRACTOR'S NAMM4,--1 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fire lace LENDER'S MAILING ADDRESS Total Valuation 5 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 5 ARCHITECT OR ENGINEERS MARINO ADDRESS Plan Checking Fee 5 BUILDINGADDRESS D �g P", -Q c, d Energy Plan Checking Fee S aro6t�i�e_ 5 PERMIT FEE i LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome K Other �� ��"�'V s Each Tra 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities , Installation ❑ Other [3Buildin Describe Work: , p ,A60 GI �I !L —�n `j�� Gas piping system t - 5 outlets 15.00 sewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service z:0w OR M.' 23.00 2-3 ,Oo LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. DWELLMp OCOUP. SO OR ADDNS. a acc. BLOB. 3.5¢FT. MULTI.OLm.ET eG 7.50 NOWREOSID. T. PSO APPARATUS a aGLE oLmFT art Ex. Occup. ounETORFORURES 20®1.00 BAL. O .50 Ex. Occup. DAPPLNS° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i D Ci MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee I $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 24 rd HAZ, D. FEES IMP I FLOOD I CDF I PARCEL Po Ho ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Te ReceiptNo.c4 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r RESIDENTIAL 027-240-024 PERMIT#98-1457 $ WEYERS, Wayne PERMIT NO. 2858 Daly Ave.., Orovi_lle New Pri Det Garage PERMIT EXPIRES DOWNER CONTR. i ± y ,ASSESSOR PARCEL LOCATION 'c.t ?j- 4' re 6a e ``e C) L P.4Gk � + N e �i� aPf �CctCsa eQ'ly1�LtG�� CHECKED SRA BY FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole Called PG&E Temp. Elec. Service i Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) 2-3 Signature V=OK O = Not OK NotApplicable =NoRe ady ble 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-FallC/O-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / tVft. / /Nat. or/ / L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Manage Line 3. Gas; MH Test- a ndVahe-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: Dense Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS h Date DPCKS, COVERS, CARPORTS GARAGES lana OK excep #'s 1. ing Requirements -Se cks-Easements 2. Footings; Soils Size Mpacing-Connectors-S " 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.Connectors Shthg.-Rfg: Bracing 5. Alu . Awn.; ColumnsConnectionsSplice-Decal-Enclosures 6.;ports; Windows- rs 6 7.Electric Fnng.; Sils-AnchorsStuds-Rttrs-Trus 9. Siding; Nailing VeneerShxx*-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings ra all Panels e, aN D and B-1 . Date Card B-1 Da Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wS-Circulatlng Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pod Lghtq. Boxes-Enclosures-Panelboards-ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Nlch Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 O = N8t ; OK RESIDENTIAL (Single & Duplex) - = Not Applicable Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Fig., Main; Soils-Elec. Gmd.-/ /"Fig. Depth 48. 3. Fig. Garage; Soils-Steel-Elec. Gmd/ /"Fig. Depth 49. 4. Ftg. Porches & Decks; SoilsSteel-/ /' Fig. Depth 50. 5. Stemwalls, Main; Steel-Blockouts- Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation Insulation -Walls -Ceilings 16. Insulation I n fi I tra do n-Wa I I s -Windows Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date PLUMBING (Permit) OK except #'s FINAL (Plans) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Ext Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection 65. 20. Shower Pan; Test, First Floor -Tub Access 66. 21. Test Tub & Shower, Second Floor -Tub Access 67. 22. Gas Pipe; Sixe & Anchors 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date Stairs & Rails Card B-1 Date Card B-1 Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. ELECTRICAL (Permit) OK except #'s 72. 23. Fixture & Transformer Clearance -Ins. Protection 73. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 74. 25. Size Bo es & No. of Conductors Stapled 75. 26. Romex 1 stalled Close to Edge of Studs & C.J. 76. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 77. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 78. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 79. Insulation -Foam -Looked in Attic 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No Guard rails & Deck Construction -Post Caps 31. Service -Riser Conductors & Ground -Main Disconect 32.Equip. Clearances Panels -Motors -Meeh. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certficate-Other Certificates Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Plans) OK except #s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) . . • 1 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac: Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 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 59. Shear Walls: Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. I n fi I tra do n-Wa I I s -Windows 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. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meeh. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.FI.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certficate-Other Certificates 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: COUNTY OF BUTTE 4 BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 M 7 County Center Drive • Oroville, CA • (530) 538-7541 ' CORRECTION NOTICE q OWNER PERMIT NO. r' A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, w<. olease contact this office immediately. P/ a�,.► pY�rQa�J 6u r5��c CO. ; [ CI i .1 t N e (p •i.. Date t v O Inspector Jam- L^ 2 Z '1- + 1_ r� REV 10/42 ' I (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE, , RMITO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 027-240-024 ZONING A5 BUILDING PERMIT OWNER WEY ERS, WAYNE T534 N8976 SO. FT. OCC. BUILDING VALUATION 43 200.00 .OWNERS MAILING ADDRESS 2858 DALY AVENUE, OROVILLE CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is 43 200.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ ' BUILDING ADDRESS 2858 DALY AVENUE, OROVILLEgy Ener Plan Checking Fee g $ $ PERMIT FEE $ 639.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other sPECIFV Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: METAL BUILDING— t!'7 2/�C �5 k4Arn Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W - 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 gooOR LE Main Service zo.A VOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended -or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BEDS. SO 3.5¢x. NEW CONS . MULTI -OUTLET NON -REBID. U @7.50 POWER APPARATUS b SINGLE OUTLET CIR. Ex, OCCU OUTLET OR FIXTURES BAQ 0 1 0 Ex. Occup. oFlxs RLNs OR E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �4 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /} G X Date Z_ �"d 6 Signature/of Ap cant - Owner ❑ Contractor ❑ Agent An OSHA permit is require for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 639.50 HAZ. FEES A1P I FLOOD CDFCELH ISSUE This permit is hereby issued under of the Butte County Code and/or indi a bo for h�ch fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. GJ�% 7.2'7- ! O Date G� Dere ReceiptNo. 244409//550.50 � WHITE -D. -B. D. CANARY -ASSESSOR PINK-INSPECT-CAGOLDENROD-APPLICANT IT 1r 1�.......r Tt;,•:'::.,.t.: n. S'...� .a`^' �':' i„fit t`�T 1!'x.1 ' �.,,-v�.. •,t �lC n - C(1UN.-TY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' t • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541. PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: 4A�2 — 4 ` 4�2= VeC PropoSed`Building uilding Inspector: Date:���-- At time of permit app ation, I was advised the following data must be submitted prior to permit processing and/or issuance: lDate Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ anufactured Home data and installation instructions including Tie Down Specifications.------------------ eesof $ �� ----------------------------------------------------------------------------------- Impact'fees as shown on the attached schedule. ---- ------------- ----- - -- -- - - -- �alifornia Department of Forestry plan approvalCees.. - ------ ------ -- ------------------------- PS4.ood elevation certificate. -------------------------------------- ------------------------------------------------- i n and plot plan approval 0,420 Health Department. ------------------------------------------- ��� 0115. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- 7-97-7r --------------------------------------------- — / 77 4 o ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ---------------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) r, ?i 112 1. Contractor's license information. (Number, Name Style, Classification). ----------------------=------------- ❑ 22. Workers' Compensation carrier and policy number.---------------------------------------------------------- ' _r t ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- tter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.--------------------------------------------------------------------------- -- 028. ❑28. Existing violations and/or expired permits. ------ : 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 1130. -------------- ❑30. Other: ------- W7elep ou issue the p 't, rocee-s7s as follows C1Mail to owner, []Mail 10 ntractor. hone ` (0 and hold for pickup at office. ❑ Deliver with inspector. Applicant: Date: 7, b” Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollutfc Date By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: fA ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildinizDivision counter, by D te: Plans reviewed by: Date: Plans approved by: 09Z Date77: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: ° Yellow Copy - Department of Development Services, Building Division. -17E.H. US O LY Plot Plan Attached 1 I Floor Plan Attached Sent to B.D.`—�— TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Lo ation AP# Plan Approved for: Sewage Disposal, Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 -� -�Date (- ® \� )bl Zp- o'In �c a • a •a � o o �• z � qvt5t s C4' � 14,CA. o s. J ? Zr Q CZ J. L�1 QL `r 3 p 0 'r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICA ION AND PERMIT ASSESSOR PARCEL NUMBE31-- /a © _'2 BUILDING BUILDING PERMIT OWNER ^U �--� E/— �'©U� "Ep�J� SO. FT. OCC. BUILDING VALUATION D©_ae � t OWNERS MA4JNG ADD S ! v CONTRACTOR'S C"V TELEPHONE CONTRACTORS HARING ADDRESS CONSTRUCTION LENDER , Fireplace LENDER'S MAILING ADDRESS Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Fee 20.00 —Filing Permit Fee $ % S ,, ARCWTECT OR ENGINEERS MAJUNG ADDRESS Plan Checking Fee S sUS.DwGADDRESs+ Energy Plan Checking Fee S a PERMIT FEE $ 3 LAT NO. SUBDIvsIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF O Duplex ❑ Mobilehome ❑ Other sPW" Each Tr 7.00 Solar or heat pump water heater 23.00 Water piping 15.0 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel ❑Uddlitles ❑ Installation O �Otthhe�r O �- Describe Work: j��l / z— d U l' --Y/ llu (c Gas piping stem 1 - 5 out 15.00 Buildingsewer 15.00 Mobile Home G I W I@20.00 PERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 0V 8 Main Service . OR LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that 1 am exempt from the Contractors License Law for the following reason: 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of tie Labor Code, for the performance of work for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed H the permit Is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit Is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories In height Main Service 200A TO +---► 48.00 NEw coLasT. DWEt1N0 Occup. 3.5¢sa OR ADONS. + • e<As• NFW NON.RPSIO. GONST' MULTFOuittT 7.50 POWM APPARAnX a sim E Dung a P AL®100 Ex. Occup. OUTLET OR PM15k ew FIXEI Ex. Occup. ° Eslo,)Ew 5.00 Temporary S061ce 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Coolin Hood 8:50 Ventilation PERMIT FEL: S Mobile Home Installation Fee S Energy Inspection Fee b occ CONST. TYPE TOTAL FEE $ Lg C3 7-0 ,� D FEESIMP R.001)eoP PARCEL PD w hssuE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date T- Receipt No. 19 WHITE-D.D.S.-B.D. CANARY -AS OR PINK -INSPECTOR GOLDENROD -APPLICANT PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: U`�Q`-tib �� �,rS Received By: Date: A.P. #: �'� D -1 O ContactPhoneNumber: Permit #: q �� 1���— Time: 5 3�t- - IS ->q-1 (0 Purpose of submittal: Permit A Iication Data I Te xiT&Gb4C-o j��t? if r e7 u� Sr 4 �!✓D , pp to tem 13 Engineering IT LA) c u. IdOT 56 uurcL 51&Ne� T�Y 71je efi6rn. ❑ Plan Revision - 0. Requested evision 0.Requested by Building Inspector or Correction Notice_- Inspector's Name: 0 Requested By. Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued; submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner.at this address: ❑ Mail to Contractor at this address: ❑ Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office Deliver with next inspection. 12evised Plan Check Fee: ❑ S46.60 Receipt #: ❑ Additional Fees Not Required i C ;. Additional fees may be due based,upon complexity,and time involved to.pr�cess this submittal. ... .. _. - - - - Additional Fees: Receipt #: AP 67-7-2-40-02-4. PIA FA il— RIZZI August 20, 1998 Job Number 98171T Mr. Wayne Weyers P.O. Box 166 Palermo, CA 95968 Subject: Compaction 8 Field Density Tests Weyers Residence Garage 2858 Daly Drive Oroville, California Permit Number: 98-1457 Dear Mr. Weyers: LRA ENGINEERING 11500-H SUNRISE GOLD CIRCLE RANCHO CORDOVA, CA 95742 PHONE: 916.631-445e•, This report presents the results of the compaction and field density tests performed on the aggregate base placed on the building pad for the subject project. An ASTM D698 Compaction test was conducted on a sample of the aggregate base. The maximum dry density was 147.9 pounds per cubic foot, at an optimum 'moisture content of 6.1 percent. The field density tests were performed per ASTM D2922 and D3017. The results of the field density tests are presented next. Above tests reached 98% compaction or above as required in the approved pians and specifications. Fis ww,1* 376.6J1-.466 sw4ayrnnao 916-929.9167 0wo 916.861.8304 y AWWJW� Ckwdswe 9�6-63t-4455 tir-L U 0124 11Y T RT RESULTS Test Dry Density Moisture Relative Date 08.18-98 NQ_- ()b/cu.11.) 147.3 QQnt n ° ° Comoactivocation I v. 1 08-18-98 2 144.4 6.3 4.4 99 98 NE W FG 08-18-98 3 149.2 5.1 99 SE FG FG Above tests reached 98% compaction or above as required in the approved pians and specifications. Fis ww,1* 376.6J1-.466 sw4ayrnnao 916-929.9167 0wo 916.861.8304 y AWWJW� Ckwdswe 9�6-63t-4455 I August 20, 1998 Job Number 98171T Page 2 We have employed accepted engineering 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. Very truly yours, Q�pfESS�� LRA ENGINEERING'�`GJ�� Laver L. Roper, President RCE 15555 LLR:do LA8416171 T cc: County of Butte C-1 Z3 ` No. 15555 Exp. 12.31.01 CIVI ���� JOB NAME: NEIL O. ANDERSON & ASSOC., INC. GEOTECHNICAL SERVICES - ENGINEERING LABORATORIES 22 N. Houston Lane Lodi, California 95240 Lodi (209) 367-3701 Stockton (209) 472-1091 FAX: (209) 333-8303 ***** HIGH STRENGTH BOLT TORQUE INSPECTION ***** INSP DATE: j0 to JOB NUMBER: PERMIT NUMBER:�' -� % INSP TIME: CITY/COUNTY : �t ; ;� Ays£yso2 I�Af1i.. STREET: CITY: CALLER'S NAME: STATE: 9,2-7-7wo--02-q CONTACT: PROJECT PHONE #: TECHNICIAN: MINIMUM TORQUE NO. TESTED '7z - LOCATION OF BOLTS: # OP'BOLTS BOLT TYPE x -e Tai 3 GM NO. ACCEPTED -19 24 '�3 9.DDITIONAL NOTES: / 0 TO.,a- Aj ^U S OUu T, TRAVEL TIME: :LEAGE: MILES APe— SPECIAL INSTRUCTIONS: TAKEN BY: DATE: BOLT SIZE ';/s NO. FAILED ,&1— c.A CiPS • 14oaA -I .> *Ir. III 3_ iLnI :• ' I_ w11.l.au _ I 1I l.�r.'I�I _I"I_-\/.�rII �_ �A Y'. /II I /T'ewa vult j1 �_•i � 1IA6'-..:-�.c,._1�8I -'L. S 2.9876' .II C' '- ., 1S1Lir, _. .- .._„:..- . �.-1I -_._ Ir. Gu., - ---- , I �C:_�-_.. •,u �-�Ir -,-rT ^- / I /._/ OD vAa.•. ec. l1':�oaer - '- a -I•.w .. .r e.. oL �_ILurI>.a: t-h.lari_. -.Ira•' jiyTl 1:•"' -S+�1F�JCI.„IRAL 1'AN_I C een0r1r,' ,::r m1 ,Xl, AIm - (►mIX.T�'F�{'�r- n-.2II I'I r 0.062' TMP -I1-l+L+AS. 6.1+21'--i,1 II-OOc' I�ww•x .1170,C'x•ta.11 -.. 0014' M.Um. .10173-m, , _j ar nl: � -JDD-I -61)6Dl'LUu1A1r U1'1 A1C (ALJA. 7006-109I) nAln wmN/S! . /AS A IA 11ATAT.4(kAIN;.WM 6414 YI BUY CIIIXURIE 1IA�IAYAIIC fl00f ../)0 fl Mwnwltl' STRUCTURAL PANEL 4-.l_ry1 1101 C: AWNING U.I r(O'f-.-NE1-L _1 '^" ,• r..I�IKauA� ...w•,•O�ti^, �S•+I•I. --�-'.- J� is?._..-_iIIII(I JIr+ SI W.L NOl BC ATTACHED 10 YOn1I CN0Y( CMIIIIG. MAY 111 SPMINKLLD a MD- N s10 / 17' O.G fn L.7' Mala (ALUM. ]006-H701 SIO' ANL/OR LNDNAIL OVENHNICS. A-14cs SHAU �/ 1 0 /SO Il. OF MINN Y AOn m -� Ir x la Ir ry.Da ) BE CUNNLCILO TO A SOUD MOOD MEaIBCR OF THE MINING CO. SIONE GRANULES. u.N ,' ,' Ux i aL Igo 7+. • . ,R'.-_ _ MOBILEN011BNEAMNL ANDJOR HANGER SINLE _I i� a¢Ur nypl NOL. HA Al IN THIS WDN E. TO >b[ 'aa. OVEnMANG IN NNIS SVKE. � If _ /� ,.n o wm sleclwl PNat p".l �I I ° i>foii, a°i ..a r. ' TOP of uOBaENOu(, � •� owar.,a I raorlalxus I/� I ?I li F 1 I n r M r • I, v r r v. r �_ /"� r4,.aD "•'rA I I' (KW. a0U T•) _1 i LVI- L.. AOGm0y LE SMS-\71prf.�i�sri01rvosrxuaL :_I_Y lil'ti'u�orac •7w tr 1Aw rale Ie' uAAIuJY 3/ •./Ir.� as n r w rax iNOHT OR REAR I �- - _ 1SQ d fM I 4 Noor UVENf1ANG 3/lr f'•m75• "- •� 1 -. - ROLL FORMCD HEADER I HANGER An.r • : D" 1 -v- J IJ X: FOR / r. _I-L.I•t-j au ROLL F>NMED HEADER 'b I SPIRE ra0N1 "If •""" M NJO' RO F M HAA1GfR� --- I - (ALuu. woo-w[I) °"',"'-�'�G o, Iuwwr� :. - _ _ ( dlIER1VAIESAIflILL1E6 .u.A Auor o f p11 bLg •�• I - I� _ ( ABrSCO 51-MlC11URG INC. r HEADER 'E' SLAM \ f r•• oc K...naw rn N m.r ! (KUY. BOti I -T6) L•- �4. 4,�1 I IALuu. soe)-lel -Aaa i I HUIL: AOESCo mc -1 -I BE ULCD W lw fou O. fff� 1. I 1. I , I -/. Ytl'u>m a"'A,. w.N.A '•n b �p �� saI Ill•r1: sNl1) 1-11 "ILL 11'. Irl SN:D. Son GV�M1L C4FE• (.,4L.T d teFlr Irlf C.I. SAND, LA'. _L CLAI AAD C nl S I. eOnL.l rt,"Gr •'�" 1 -�o _ o off._ O O' Naw u. oa o: rml •'r'oll°F S1Alr APPxo)Lc tl Lcmo-rAlr. sP, ler BOLI 10r.n0N -rr3rr cwnnc o ria vAw.wc 1 - M.0 �(rORAJrIr �C11 vn /f I I Y'PUCD IN]n Pn1,UL4 Co,O 4 of 5 1.-:�I$Di,•I� 3' NIH. u,. EXTRUDED HEADER -A -- I - I I1.Irxlass. .PPIr I -LR WC*tanON No. 177 ne SPLICE DETAILS t-- I^ - 1 EDGE DIST. NINE. iCUCE. 'B.r_' 1 LQEAf1UN +-I- Ary• -I _ a.r-� r. �-..-arI �00 WG 4.A KAN .� 3'All- COLUMN TO cONCREE GON 'FiLLTn II• 7 1�C 2- , 7 1/7- . 1//- GIOUN°lMC I I coIMN o-- ylr rtaea --� uIC7 DETAIL NN,GEn- .-uoBI;E1WM[-I''r'I- _ / � _ � r_ Qare➢otL ]" ALUM ALL. - 1/4' Nxrs MXaIGN' - SIDE FACIA '-T - STABIUZER CUP FOR HEADER 'A' - - ALUM.. U. 6063-76 Ca. AT1ACll 0011iw rums I' C ='I: I --I: fa ENIN cWY BIALYS W - - 6'- c'!HEADE FOR 10 MwrEw BEA�uI - 1 ' i I- EE SCHL17Ulr I !'-� .Tur -.._ I I I I I I •FN u NOTES W/7-1/,' ears / 1 I� -• • I. ( 7 1/7• • 7 2 - I/,• IM \ R 'FOR A rh17J. bUAw• oli uNER r ) a� 'NH'-, � nrNl PL /r . 3/le• . 1•-e I I t. ALUMINUM DESIGN PER ALUMINUM CONSTRUC110N - �+MNGC SE[ SEN[ VLL 1 -"_"- CORNER 6Fw -10'- -R 20• MANUAL OF ALUMINUM ASSOCIATION. 1974 EDRIOK COwws YRCR BEAU FOR A' P�uLE '-L-T-_J"w w'! ilia- - -4- I I I 2. SOIL MAY BE .AM' NATURAL. SOIi OR MEDIUM oi.-� I I TO COMPACT FILL ALLOWABLE SOIL BEARING �,' - Bono. FLANGE _ _LX.s1INC Hoek£ NOME } PL P• . 11- . 1;. i 3 la j7inPi PRESSURE .500 LB/SO. FOOT. SEARING SGT DETAIL. 'B'_ _ :�_-. f{ .L�1.E�B,n_el-E. oy ice. . UEIN� 'C' �"' �"' _ -''"' T J 3. STEEL PLATES TO HAVE A h -36K51, ASTM,A-3e _-Ezaonc uoBlLi NouE'_ S' ul roluur: .ca 1. CONCRETESTEEL TSTRENCTHO DAYS S TO BE ASTM 1 7- 2000 LB M. _ COL'JYI7 ¢MALL BE -�1 /9p PUCCD AT PECINNWG MIX: '1:2-1/2:3-1/2, DO NOT EXCEED 7-1/2 / BGM OF YRERW CGRNER I _ = j�A' towuN j i ; i 1 j' I I i I I i u ' 1.25'-I--- N: FARTS a nr WT-°wm GALxAw7E0 GAL WATER PER SACK CEMENT. . AA----•SSAADDEERR _ I - L..1?:.) u 'o: OR u14!1. FCO. OR Au. EPon calwa S. FASTENERS TO BE STAINLESS, GID. PLATED NOTE: PUCE COLUMN AS SHOWN t t"••+YLIU ' kj ! _=- -��" • I ` ' T� --I I -'S' FFlY $TAY,E OR GALVANIZED ALUM. BOLTS TO BE 2024-T4 AT END OF HEADER BEAM- r 'I<-- DESIGN LOADS: LIVELOAD: 10 LB SO FT. ' ,ri 1 I Ll UPLIFT - 10 LB/90. fT. DETAIL. A' HEADER $110WN YI1ER BEN/ A' I I l I COFNER SLAM--% •1 . - 1/.' no.le _ �- -I I_ I �,. I -' . slRucEIS nP. �I 1'L. 3' \WINDLOAD - 10 LB/50. FT. ON beft" 111 0 NL 'C' PN1C15 0 ���O� AND 00HEADER SP. MTI. - -t"" FLAIL .FQR.&OE)VER Ul-9G± P___ I I v.• .ar o. CROSS AREA (ENCLOSED) �-i01UMN SIWJ. Or PIACED 7 "" >� "�• 7. STRUCTURE MAY BE ENCLOSED WITH A STATE OF 12 r-2- 1/4' BOLTS -OLTA1 'A' AT BEGINNING Of MITERED I I L S 'O CALIFORNIA APPROVED AWNING D4Cwstrrt£ 11 I ' OR d14 SMS CORNER f- ING { 2.?_5' I- -I 2.0' I-- �Iaa,R. owa 44x 8. EACH INSTALLATION SMALL HAVE AN IDE)lT11Y FOR "C- HEADER . O.a' nal m - r ELAL..}OR_MUEUQ _.�QRNERR rwu 2.80' re .r TAG SHOWING MODEL NUMBER. SPA NUMDER, .MFG.NAME ANDDESIGN ENE LOUD A ')_(11I'ilSATFS'DLUMIi-SS1MJ(` OR"- lveo 9. EACH AWNING ON EACH FACE OF MOBL \-STD. HEADER SPLICE MTL. C' HAD R D .AIL SIMMAR 1 d,_►a(nrtcA top AND BonoY; Aol s6 HOME SMALL HAVE A SEPARATE PERMIT. ran ocrM, nL 10. ALUMINUM SURFACES TO BE IN CONTACT ATTACH TO HEADER ' ' 'i- - ra^wrtH STE0. SHALL HAVE oNE COAT OF 2MC MITER CORNER SPLICE '�' r a I CHROMATE PAINT PER -FED. SPEC. IFP -645 /B SMS 6', W. OR 9- O.C.' i - p O O OR EQUAL NOTE. MINIMUM LENGTH WHEN ENCLOSED SHALL I AI TFRNATI' COLUMN CONNECTION 11. STEEL PLATES SHALL BE GALVANIZED OR A e {.70 00.1 TMP. �nn«a »ono BE 2.4X PROJECTION. SPECIAL INSTRUCTIONS STRUCTURAL MITER BEAM � <� / NMi� 7�,.w ,AH�c PAINTED WITH A VINYL PAINT. WHEN SKYLIGHT PANELS ARE USED: 12. AWNING ENCLOSURES SMALL NOT BE ATTACHED A PANEL FOR 4 HISIX PANELS/SKYLIGHT LENGTH- .704• �- I �_ 2Z COLJkN CONNECTION c_ TO COLUMNS. 3X PROJECTION 1011 JM= UI7A ��-I 1•eL]'L mob°• e• Hsa I.m• l.or / ANj1 CQsn,IN OElul c_ 11. OMIT STABILIZER CUP AT 'A' HEADER SPLICE. ¢.1717 FAIT ��rNa o.es' oS I °'0° I MINIMUM DISTANCE BETWEEN SPLICES: 1S'-0' FOR B. FOR 1 SKYLIGHT PANEL/12' STRUCTURAL 1 I I 1 r I -L j' •� 'A HEADERS. OTHER THAN THIS REOUIREMDl1, HEADERS PANEL LENGTH= J.6X PROJECTION /8 SMS 6 6 1/2�, OR 9' O.C. C. FOR t SKYLIGHT PANEL/2-13" STRUCTURAL e i �7s• 42• ten• _ MAY BE SPUCED AT ANY POINT. PANELS LENGTH= 3.6X PROJECTION STRUCTURALPAN TO TWIN RIB COLUMN � • 11. SKYLIGHT PANEL MATERIAL SHALL BE IDENTIFIED (3003-HT6 ALUM I I I I w I L ALU NUM 30 -H167 BY MANUFACTURER (B.F. GOODRICH GEON 6700A) 2 MITER BEAM ATTACHMENT MAX HT.- 12-1 -I I I 'I I� 15. AWNINGS USING SKYLIGHT PANELS SHALL BE C - 1/4 BOLTS SL_. \.Sr IfiYL[GY.LrLI .Lb SiYL ,YS �IHT PPucl /-EXISTING MOBII.EHOME STRUCTURAL PANtl� NEAt>ER (POLYAHr CHLORIDE �u 00 3- ALT. ALUM. BOTTOM FLANGE COL ATTACH HANGER MAXIMUM LENGTH NOT TO EXCEED LENGTH TO BOTTOM OF CORNER BEAM CORNER BEAM BILEHOME: FOR MIN. LENGTH WHEN W/2-1/4' BOLTS ENCLOSED SEE NOTE BELOW. LENGTH WHEN UNENCLOSED SMALL NOT BE LESS THAN DETAIL 'C PROJECTION TYPICAL ALL STRUCTURES. Cc10��C STRUCTURAL PANEL i NOTE: USE MINIMUM OE 1 SKYLIGHT PANEL PER 4 HISIX PANELS OR MINIMUM OF 1 SKYUGHT PANEL PER 12' PANEL Mqx p OVERHANG= 25% CDL. SPACING LAI� a O IV 1� ATN. 1? 0 HANGER---- STRUCTURAL r NOTE: NOT TO BE USED WITH MITER OR CORNER SLAMS. 9 CNL'1\ p 11 fEADER SIDEFASCIA �OFCAI.%' FRONT ELEVATION FOR COL. ( 2 -/USE SPACING I COT. Ns SEE OR ALT. SCHEDULE 3- SINCE[ TU COL NOTE: USE MINIMUM OE 1 SKYLIGHT PANEL PER 4 HISIX PANELS OR MINIMUM OF 1 SKYUGHT PANEL PER 12' PANEL Mqx p OVERHANG= 25% CDL. SPACING LAI� a O IV 1� ATN. 1? 0 HANGER---- STRUCTURAL r NOTE: NOT TO BE USED WITH MITER OR CORNER SLAMS. 9 CNL'1\ p 11 fEADER SIDEFASCIA �OFCAI.%' FRONT ELEVATION NO CLOSER TO LOT UNE THAN 3'. 16. WOOD COLUMNS SMALL BE REDWOOD NO. 2 CRAM OR PRESSURE TREATED DOUGLAS FIR NO. 2 GRADE .oF+•or Aou.eD.r er..o d ea•ICTI� xIY,4 .A- a.ran .100.1 anrlDw LE IArT 1 A►/[OYID ellx.Pn w o0.rn,u• xar ,...r A. ....rte ., -...•. .+.. . OA�r r ry r �y yrr.r Olv M YA•�4W QIA� DO►I��% IIIA No_ &- -�L CANTILEVER HEADERS 0 AND E MN AINC VOR 10 CTION- FORM. USE COLUMN SPACING FOR 12' PROJECTION lTtii ►le. P t SPACINGLUMN MAXIMUM OVERHANG- 'oo _ STRUCTURAL r -a WOOD CowuNl ••' USE Willi HEADER TYpL 'A' ONLY •• MINIMUM THICKNESS OF COVER PANELS ADJACENT TO SKYLIGHT PANELS 2 TUBE COLUMNS SEE SCHEDULE 25% COLSPACE I MAX. PROJECTION- ! 1 2 114 . •• �p'�'A A 6 OR ALT. 3- TUBE m .:,Mie j jj���+ COLUMN. UNITIZE ol� 7 - -0 COLUMN ' /'` I S/,' SCREWS '- •. 1IEAOER� h coLUMN oR 4x4 0 1 c 1 _-� Pc� -" -I �' / �, I I --DATE _ REVISIONS �j �+ _�; L • R .WOOD COLUMNS. i PROVIDE 1 DRAINSPOUT ---- ; • I 2a' MAX. j _E--_, I / I0.5 I8 -14--96I REDNAWN vr'TH 1 PER EACH 200 S0. FT. z I 3 a j --- S! ,' Sr.REW u" x �- G• MIT,'. /" f F I 2. _ __ ___-' NO CHtuGES ,\ DIVI 1 N EUMAMAX - I I Engineering Services - - OVERHANG I E 9 �FRON7 -VIEW_ FOR .FACIAL°F AWNING x�� T I _., j 1\FF.R, A IONAL. a 1p -o _ _- - -1- " AL P 406 KeN Street 1 I HEADERS 'A' B' AND 'C NQM.'COLUMNS MAY BE ATTACHED I)!;? FCT- v�.� ��i 1 �' - --�f I - - I_. -j 47 Bristol, IN 16507 L7 A. 3 1/7' Alta. L1ILKIJ'r 4< 1 aI ur'rI' j ?• CU_uula ...... ... _. _ DRAW BY: .nn0n•rn 0�. e ' C:A1L•.'rYC.1L•.:iY .�' ��I ©� �11•��Y�L�@�/AM��� mmcn��i ri4ia i�I�iS�/o\/off .i NO CLOSER TO LOT UNE THAN 3'. 16. WOOD COLUMNS SMALL BE REDWOOD NO. 2 CRAM OR PRESSURE TREATED DOUGLAS FIR NO. 2 GRADE .oF+•or Aou.eD.r er..o d ea•ICTI� xIY,4 .A- a.ran .100.1 anrlDw LE IArT 1 A►/[OYID ellx.Pn w o0.rn,u• xar ,...r A. ....rte ., -...•. .+.. . OA�r r ry r �y yrr.r Olv M YA•�4W QIA� DO►I��% IIIA No_ &- -�L CANTILEVER HEADERS 0 AND E MN AINC VOR 10 CTION- FORM. USE COLUMN SPACING FOR 12' PROJECTION lTtii ►le. P t SPACINGLUMN MAXIMUM OVERHANG- 'oo _ STRUCTURAL r -a WOOD CowuNl ••' USE Willi HEADER TYpL 'A' ONLY •• MINIMUM THICKNESS OF COVER PANELS ADJACENT TO SKYLIGHT PANELS 2 TUBE COLUMNS SEE SCHEDULE 25% COLSPACE I MAX. PROJECTION- ! 1 2 114 . •• �p'�'A A 6 OR ALT. 3- TUBE m .:,Mie j jj���+ COLUMN. UNITIZE ol� 7 - -0 COLUMN ' /'` I S/,' SCREWS '- •. 1IEAOER� h coLUMN oR 4x4 0 1 c 1 _-� Pc� -" -I �' / �, I I --DATE _ REVISIONS �j �+ _�; L • R .WOOD COLUMNS. i PROVIDE 1 DRAINSPOUT ---- ; • I 2a' MAX. j _E--_, I / I0.5 I8 -14--96I REDNAWN vr'TH 1 PER EACH 200 S0. FT. z I 3 a j --- S! ,' Sr.REW u" x �- G• MIT,'. /" f F I 2. _ __ ___-' NO CHtuGES ,\ DIVI 1 N EUMAMAX - I I Engineering Services - - OVERHANG I E 9 �FRON7 -VIEW_ FOR .FACIAL°F AWNING x�� T I _., j 1\FF.R, A IONAL. a 1p -o _ _- - -1- " AL P 406 KeN Street 1 I HEADERS 'A' B' AND 'C NQM.'COLUMNS MAY BE ATTACHED I)!;? FCT- v�.� ��i 1 �' - --�f I - - I_. -j 47 Bristol, IN 16507 L7 A. 3 1/7' Alta. L1ILKIJ'r 4< 1 aI ur'rI' j ?• CU_uula ...... ... _. _ DRAW BY: .nn0n•rn 0�. SITE PLAN .............................. - .. --- _... _ ... - . . - ' .... _. ......... .. ......... .. -. .... .... _ ............ .. _ .. .• .. t .. .. ... .. .. ... .. F ..................... .. ... .. .. .. ............ .. I i - .. .. ............ .. ... _ ..� .? _t s. ............ ...... ............. .. 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Address / Phone No. Site Location S A -wt i� - Contact: Name �T? v�� ,n i/V I Hn n Z- Phone (% 04, =, FOR OFFICE USE ONLY Zoning: General Plan Desig Size, Acres ' 4.00" PROVIDE' FOR ALL ADJACENT PktELS SIZE (AC): ZONING: GEN PLAN: USES: -- SITE PLAN .._...._..._._.._....._._.........._..................__................. ...- _....._............._....._.._........._....._............_.................-.i...._.... .. .................... .....�............................. .. _ ..... _ ... ... •• . . . . . . . . . . ..................... . . . . . .................................... .. .. _ ._ .. .. .............................. ... :......:.....<......;..... r...... > ................. .. ............ ............ .. .. ............ .. ............. .. .. .. .. .. .. .............. .. .. .. ..... .. ... .. .. .. ............... .. .. .. .. .. .. .. ... ...;............. .. .. .. .. .. .. __.........................................._ .. .. .. ............. .- ..................... .. .. .. ............ _ .. .. .. .. .. .. .......... .. .. .. .. .. .. ... -- .. .. .- .. .. ------ ................................ .. :.....:...........:......:.........._:.....-:-....; .. .. .. .. ._ .. .. .. .. .. .. .. .. .. ... .. .... .. .. ... .. .. .. .. -. .. .. ._ .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. ... .. .. ... •F• t `fit- 1 r.. .. .. .. .. .. .. _ .. ._ .. ._ ._ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. _ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. _ .. G _ .. .. _. .. ............................... .. .. 2� �) .. .. ... .. .. .. ...<.. ..:.. ..i.. .:.. Y... .. .. .. .. .hk,• . .. .. .. .. ... . .. . .. .. ._ .. .. .. .. .. ._ .. .. ... .. .. .. - .. .. .. .. 91 .. ............. 1 .. .. .. ........................ .. .. .. .. .. .. .. .. .. - .. .. .. .. .. .. ...- .. .. +� j. .. .. .......................... .. ......... ................................;.. . \ ................................ .f. : APROVL • �- D J tttE(:1 mo� S 0 Su ft aC un - Y .....:.......> aitl_i - ...... ......... .. i8to . r�x ... .. .. .. .. . ._ ............................. .. .. .. .. .. ... .. .. ._ .�._ .. .. ...... ....._...... - --............................ ... .. .. .. .. .. _ • • .. .. .. . .. ... .. ..- l ,...... ._ .. ..n � _ ........................ .. ............. .. .. .. .. .. .. . . - ............................y...................- .............................. : .. ............ ............. .. .. .. J ._ �..N ....... L .. .. .. .. ... .. .. .. .. .. .................................................x................_..x.................................:;.......... :............, ............. ;.... ............................... .............. �...................... .................. -.................._....._............._...................-................_.-....._............._....._.............-....................................---.............._....._..._•-----..._..................._....._..................._............._...\. - . �i Assessor's Parcel Number. © [�� — — [ .L4-] Scale: I"= Owner Name Address / Phor Site Location Contact: Name Phone FOR OFFICE USE ONLY Zoning: General Plan Desig: Size, Acres 4.00" PROVIDE FOR ALL ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: ' n'*017mE,,, ea0�h �C UUq c 3. �na4 Orovif9enC' ur�ve a s SITE PLAN .. ........................... ... ............................ .............._............ .. ............ ..... _..... .. - ....................................... - _... ..7*'***-.*................. ...... i................................ . . . . . . . . . . _ .......... .............. .. .. .. .. .. .. .. ............ .. .. ............ .. .. .. .. .. .. .. .. .. .. ... .. .. .. .............. . . . . . . . ......... aftcr�ed Fire $ -ate: .. 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"... i �.. .. . - . : Y it Assessor's Parcel Number: ©®� — [ 0 — ] Scale: V _ S o . Owner Name (I) I/P I L (.l J� E J2 S _ Address / Phone No. - � o ,� — 'AL2 F- 5 3 � 76 Site Location S A-wi i= Contact: Name --T-LW LD L7 M 1-/1L Phone 5 1 t 0dab- A2DO3 _ FOR OFFICE USE ONLY PROVIDE5 FOR ALL ADJACENT PARCELS Zoning: SIZE (AC): General Plan Desig: ZONING: Size, Acres GEN PLAN: 4.0USES: I DESIGN CALCULATIONS s` for JOB #85-172056 RE: WAYNE AND EMMA WEYERS LOC: PALERMO, CALIFORNIA BUILDING DESCRIPTION: BLDG1 Type: Interior Columns: Width: Length: Eave Height: Roof Slope: Bay Spacing: DESIGN LOADS Design Code: Dead Load: Roof Live Load: Snow Load: Wind Load: Seismic Load: Collateral Load: Gable Symmetrical rev. N/A Qp,0 /10 40' _S O �Q•00"\�P�L R. MC 60' cr C-30025 14' JUN 2 3 i! 1.:12 �qT CIVIL SCR CA0 3@20' UBC '94 Weight of metal building as supplied (2.0 psf) 29.psf minimum 0 psf Roof Snow, 1=1.0 80 mph, Exp. "C", 1=1.0 Zone 41=1.0 0 psf date rev. I I comments init. 6/22 0 FOR CONSTRUCTION EJ JOB NO. 9 --1 -1 -7 70 -s4,,, JOB TITLE CA -2a:44 dje n A rnm a A ep rc, QUOTE NO. DESCRIPTION C --LE@?_ PA W H Q DESIGNED BY!-;= CHK'D BY— DATE —& SHEET NO. L4 �'k e,:7 ill Z- zl- E- 6.uj -a —is zi I Lo Ln Li ----------- I Lo • Li . .. ........ .... m "L - E14 r> �,.D W. - , - ADO K, -p fl�w In Job Number: #172056- STD FR4.11E Page: 1 o fl Hor + 1'er+ l Frame Reaction Schematic (all reactions are in kips, I kip =1,000 pounds) Moment + Description Grid Ver Hor Moment Description Grid Mer ( Hor Moment DEAD + LIVE LOAD I A 9.843 3.492 0.000 DEAD + LIVE LOAD I B 9.843 -3.492 0.000 DL + WLL A 4.437 -4.863 0.000 DL + WLL I B -2.389 -1.463 0.000 DL + 1 /2LL + WLL A -0.237 -3.331 0.000 DL + 1 /2LL + WLL B 1.811 -2.995 0.000 DL + 1 /2WLL + LL A 6.893 0.847 0.000 + 1 /2WLL + LL B 7.927 -4.010 0.000 , $�DL DL + WLR j A -2.389 1.463 0.000 DL + WLR B 4.457 4.863 0.000 DL + WL2 ( A 1.443 0.428 0.000 DL + WL2 I B 1.443 -0.428 0.000 SEISMIC A 0.789 -0.572 0.000 SEISMIC B 2.097 -1.428 0.000 A Jun 21 _ 1999 c:\dsnlib\172056.dso 01:27:30 PM 0 • • AUTO/STEEL DESIGN A SYNERCOM TECHNOLOGY, INC. DEVELOPMENT RELEASE 6 MOD 10 JUNE 1988 Jolort Date 6-21-98 Time 11:20:42 TITLE - JOBN172056- STD FRAME BY - EEJ IDENTIFICATION DATE - 4/16/98 UNITS OPTIONS INPUT .... ENGLISH OUTPUT .... ENGLISH TYPE - RIGID FRAME REPORT OPTIONS ....ANCHOR BOLTS AND CONNECTIONS ....FLANGE BRACE REPORT ....DESIGN SUMMARY REPORT WITH DEFLECTIONS ....FREE FORMAT ....SHORT OUTPUT EXECUTION OPTIONS EXECUTION MODE = ANALYSIS ONLY MAXIMUM NUMBER OF ITERATIONS = 1 UNITY CHECK RANGE - 0.950 TO 1.050 MAXIMUM SEGMENT SIZE = 2.000 FT COEF. OF LINEAR EXPANSION = 0.0000065000/DEG.F MOD. OF ELASTICITY,E LOCATE FLANGE = 29000000. PSI BRACING = NO • D E S.I G N I N P U T E C H O C & S TRADING CO., F.C. BOX 42527, HOUSTON, TX 77242 =A.-7 1 '-J0B0172056- STD FRAME c -2i-98 MEMBERS LOADED SPLIrFS LOADED JO' 056- STD FRAME EE 6/98 ..... AC,FB „ DF.... SH 3,1.......N SPANS 40., 14.,,0.,8....8•.....G 7.292„ B21... ,50. 12 ..... 12.,l.,8.,20._:0005,P,S D19 .............50. 5.,5.,1.,,X„X„X LOAD FACT0RS,20.,100. DEAD L0AD,.04 LIVE L0AD,.420 WIND LOAD,17.38,PSF,SPEC,.8,-.7,-,7,-.5 LOAD CONDITIONS 1,2,4,5,9,23 LOADCOND LDCN,7,100.,DL,100.,SZ..... SEISMIC LOADS LOAD,2,1,SZ,GLOB,X,CONC „ 1. LOAD,'4,5,SZ,GLOB,X,CONC „ 1. END 0 0 lJ M A C R 0 I.N P U T E C H 0 C & S TRADING CO., P.O. BOX 42527, HOUSTON, TX 77242 CYCLE 1 `J0$0172056- STD FRAME SPPk' ENGTHS 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 LEF EXTERIOR COLUMN EAVE WALL GIRT BASE MID MID KNEE BASE TEMP BASE F G HEIGHT SLOPE SIZE DEPTH DEPTH DIST. DEPTH SETTLE DIFF DISPL X R Kx 14.000 0.000 0.000 8.000 0.000 0.000 8.000 0.00 0.00 0.00 G 0.00 GIRT AND BRACE LOCATIONS 7.292 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 B21 0.00 H 0.00 0.00 0 RAFTER AT LEFT KNEE 12.000 0.000 0.000 0.000 12.000 1.000 8.000 20.000 0.0 30005 P S 0 SECTION 1 FOR RAFTER SECT FLANGE WEB /OUTER FLANGE-/------WEB-----/-INNER FLANGE-/ LENGTH FY FY Kx D19 0.00 0.00 0.00 0.00 HB 0 PURLIN AND BRACE LOCATIONS 5.000 5.000 1.000 X X X 0 SYIIU-IETRIC FRAME GENERATED WITH CENTERLINE AT X = 19.66 FT • 0 M A C R O I N P U T E C H O C L S TRADING CO., P.O. BOX 42527, HOUSTON, TX 77242 J0BN172056- STD FRAME LOAD FACTORS 20.000 100.000 DEA,pMLOAD 0.040 0.000 0.000 0.000 0.000 0 LI AD 0.420 0.000 0.000 0.000 0.000 0 f WI AD 17.380 PS F SPEC O.S00-0.700-0.700-0.500 LOAD CONDITIONS 1 2 4 5 923 0 0 0 0 0 0 0 0 0 0.00 0.00 0.00 0.00 LOADCOND LDCN 7100.00 DL 100.00 SZ 0.00 0.00 SEISMIC LOADS LOAD 2 1 SZ GLOB X CONC 0.000 1.000 0.000 0.000 LOAD 4 5 SZ GLOB X CONC 0.000 1.000 0.000 0.000 LOAD 1 2 DL GLOB Y UNIF 0.00000 -0.02096 0.00000 -0.02096 LOAD 1 2 WLL GLOB X UNIF 0.00000 0.30293 12.65135 0.30293 LOAD 1 2 WLR GLOB X UNIF 0.00000 -0.18933 12.65135 -0.18933 LOAD 2 3 LL GLOB Y UNIF 0.00000 -0.42590 0.00000 -0.42590 LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.04056 0.00000 -0.04056 LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.01695 0.00000 -0.01895 LOAD 2 3 WLL GLOB X UNIF 0.00000 -0.02056 19.72313 -0.02056 LOAD 2 3 WLL GLOB Y UNIF 0.00000 0.24674 19.72313 0.24674 LOAD 2 3 WLR GLOB X UNIF 0.00000 -0.02056 19.72313 -0.02056 LOAD 2 3 WLR GLOB Y UNIF 0.00000 0.24674 19.72313 0.24674 LOAD 4 3 LL GLOB Y UNIF 0.00000 -0.42590 0.00000 -0.42590 LOAD 4 3 DL GLOB Y UNIF 0.00000 -0.04056 0.00000 -0.04056 LOAD 4 3 DL GLOB Y UNIF 0.00000 -0.01895 0.00000 -0.01895 LOAD 4 3 WLL GLOB X UNIF 0.00000 0.02056 19.72:13 0.02056 LOAD 4 3 WLL GLOB Y UNIF 0.00000 0.24674 19.72313 0.24674 LOAD 4 3 WLR GLOB X UNIF 0.00000 0.02056 19.72313 0.02056 LOAD 4 3 WLR GLOB Y UNIF 0.00000 0.24674 19.72313 0.24674 LOAD 5 4 DL GLOB Y UNIF 0.00000 -0.02096 0.00000 -0.02096 LOAD 5 4 WLL GLOB X UNIF 0.00000 0.18933 12.85135 0.18933 LOAD 5 4 WLR GLOB X UNIF 0.00000 -0.30293 12.65135 -0.30293 END LOAD CONDITION ARRAY 1 DL 100. LL 100. 0. 0. 2 DL 100. WLL 100. 0. 0. 3 DL 100. LL 50. WLL 100. 0. 4 DL 100. WLL 50. LL 100. 0. DL 100. WLR 100. 0. 0. DL 100. WL2 100. 0. 0. DL 100. SZ 100. 0. 0. LOAD CONDITION DESCRIPTIONS 1 DEAD + LIVE LOAD 2 DL + WLL 3 DL + 1/2LL + WLL 4 DL + 1/2WLL + LL 5 DL + WLR 6 DL + WL2 7 SEISMIC 0 0 0 0 0 0 DLWT WLLX WLRX LIVE DEAD DLWT WLLX WLLY WLRX WLRY LIVE DEAD DLWT WLLX WLLY WLRX WLRY DLWT WLLX WLRX w• F R A M E D E S I G N D A T A C & S TRADING CO., P.O. BOX 42527, HOUSTON, TX 77242 JOB0172056- STD FRAME CONFIGURATION (S1?2-!ETRIC FRAME) ... BU!pG WIDTH = 40.00 FT NUOF SPANS = 1 SPDTHS (FT) = 40.00 DESIGN BAY SIZE = 20.00 FT LEFT EAVE HEIGHT = 14.00 FT RIGHT EAVE HEIGHT = 14.00 FT LEFT COLUMN SLOPE 0.00 /12 LEFT RAFTER SLOPE = 1.00 /12 RIGHT RAFTER SLOPE = 1.00 /12 RIGHT COLUMN SLOPE = 0.00 /12 GIRT DEPTH = 0.00 IN ' PURLIN DEPTH = 8.00 IN LOADINGS ... DEAD LOAD - 2.000 PSF LIVE LOAD = 21.000 PSF WIND LOAD = 17.380 PSF WIND LOAD PARAMETERS ... WIND LOAD METHOD = SPEC WIND INTENSITY = 17.38 PSF MEAN ROOF HEIGHT = 14.00 FT WIND LEFT COEFFICIENTS = 0.80 -0.70 -0.70 -0.50 FOR WLL WIND RIGHT COEFFICIENTS = 0.80 -0.70 -0.70 -0.50 FOR WLR LOAD CONDITIONS LOAD CONDITION 1 = DEAD + LIVE LOAD LOAD CONDITION 2 = DL + WLL LOAD CONDITION _ = DL + 1/2LL + WLL LOAD CONDITION 4 = DL + 1/2WLL + LL LOAD CONDITION 5 = DL + WLR LOAD CONDITION 6 - DL + WL2 LOAD CONDITION 7 = SEISMIC 1. 1.00 (KIPS) 2. 1.00 (KIPS) 0 CONCENTRATED LOAD APPLIED IN GLOBAL X DIRECTION TO MEMBER 2- 1 AT 0.00 FT FROM JOINT CONCENTRATED LOAD APPLIED IN GLOBAL X DIRECTION TO MEMBER 4- 5 AT 0.00 FT FROM JOINT • D E S I G N S U M hi A R Y R E P O R T C 6 S TRADING CO., P.O. BOX 42527, HOUSTON, TX 77242 PAGE NO. - 1 JOB9172056- STD FRAME DATE 6-21-98 ------------------------------------------------------------------------------------------------------------------------ U "FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 1 - DEAD + LIVE LOAD SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOIN JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NU NUMBER (KIPS) -(KIPS)- (KIP -FT) (IN) (IN) 1 1 9.843 3.492 0.000 0.000 0.000 2 2 -0.008 -0.214 3 _ -2.649 0.000 4 4 -0.008 0.214 5 5 9.843 -3.492 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER ------ NUMBER ------ (KIPS) -------- (KIPS) -------- (KIP -FT) -------- (IN) -------- (IN) -------- 1 1 -4.457 -4.863 0.000 0.000 0.000 2 2 0.004 1.980 3 _ 1.057 1.895 4 4 0.002 1.809 5 5 -2.389 -1.463 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL + 1/2LL + WLL SECTION M MBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER ------ NUMBER ------ (KIPS) -------- (KIPS) -------- (KIP -FT) -------- (IN) -------- (IN) -------- 1 1 -0.257 -3.331 0.000 0.000 0.000 2 2 0.000 1.886 3 _ -0.105 1.895 4 4 -0.001. 1.903 5 5 1.811 -2.995 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 4 - DL + 1/2WLL + LL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) -- ------ 1 -------- 6.893 -------- 0.847 -------- 0.000 -------- 0.000 -------- 0.000 2 -0.006 0.789 3 _ -1.958 0.947 4 -0.007 1.105 5 ------------------------------------------------------------------------------------------------------------------------ 5 7.927 -4.010 0.000 0.000 0.000 • D E S I G N S. U M M A R Y R E O R T C & S TRADING CO., P.O. BOX 42527, HOUSTON, TX 77242 PAGE NO. - 2 JOB4172056- STD FRAME DATE 6-21-98 ------------------------------------------------------------------------------------------------------------------------ 5 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 5 - DL + WLR j l SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HOR7 =ONTAL JOI JOINT REACTION REACTION REACTION DEFLECTION DEFL=CTION NUW NUMBER (KIPS) -(KIPS)- (KIP -FT) (IN) iIN) 1 1 -2.389 1.463 0.000 0.000 0.000 2 2 0.002 -1.909 �. 3 3 1.057 -1.395 4 4 0.004 -1-980 5 5 -4.457 4.863 0.000 0.000 0.000 = FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 6 - DL + WL2 SECTION MEMBER VERTICAL HORIZONTAL MOMENT. VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEE=SECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) ;IN) ------ ------ -------- -------- -------- -------- -------- 1 1 1.443 0.428 0.000 0.000 0.000 2 2 -0.001 -0.026 3 3 -0.325 0.000 4 4 -0.001 0.026 5 5 1.443 -0.428 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 7 - SEISMIC SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) iIN) ------ ------ -------- -------- -------- -------- -------- 1 1 0.789 -0.572 0.000 0.000 0.000 2 2 -0.001 1.032 3 3 -0.325 1.058 4 4 -0.002; 1.OS4 5 5 2.097 -1.428 0.000 0.000 X1.000 ------------------------------------------------------------------------------------------------------------------------ • 11 0 D E S I G N S U M M A R Y R E P O R T C & S TRADING CO., P.O. BOX 42521, HOUSTON, TX 77242 PAGE NO. 3 JOBH172056- STD FRAME --DATE------6_21_98 ------------------------------------------------------------------------- ..EXT. COLUMN 1- 2 LENGTH 12.65 FT MEMBER ANGLE 90.00 DEG TEMP DI77 0. DEG.F RELEASES 0 WEIGHT 269. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 12.38 50.0 7 1.77 FT 8.28 IN 8.28 IN 5.270 X0.4000 0.2500 W.FLANGE B21 1.023 12.4 FT 1 (LOLLING ACTIONS) AXIAL --ALLOWABLE STRESSES----M.AXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 9.58 -43.25 21.64 30.00 30.00 1.56 -28.53 28.53 0.07 0.95 0.95 2 4.86 49.87 --------------------------------------------------------------------------------------=--------------------------------- RAFTER 2- 3 LENGTH 19.72 FT MEMBER ANGLE ' 4.76 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 374. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 19.44 50.0 10 1.94 FT 12.16 IN 12.16 IN 4.005 X0.3500 0.2350 W.FLANGE D19 0.682 0.3 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES----M-:LXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1XIAL BENDING BENDING COND (KIPS) (KIPS) T 1 4.26 -42.29 19.02 30.00 28.20 0.77 -23.74 23.74 0.04 0.79 0.84 1 9.11 53.86 ------------------------------------------------------------------------------------------------------------------------ RAFTER 4- 3 LENGTH 19.72 FT MEMBER ANGLE 175.24 DEG TEMP Di77 0. DEG.F RELEASES 0 WEIGHT 379. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR PIPE SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 19.44 50.0 10 1.94 FT 12.16 IN 12.16 IN 4.005 X0.3500 0.2350 W.FLANGE D19 0.882 0.3 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL 790 FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSi) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 4.26 -42.29 19.02 30.00 28.20 0.77 -23.7; 23.74. 0.04 0.79 0.84 1 9.11 53.86 ------------------------------------------------------------------------------------------------------------------------ • 0 D E S I G N S U M M A R Y R E P O R T C & S TRADING CO., P.O. BOX 42527, HOUSTON, TS 77242 PAGE NO. - 4 JOB9172056- STD FRAME DATE 6-21-98 ------------------------------------------------------------------------------------------------------------------------ l� EY,T.COLUMN 5- 4 LENGT- 12.85 FT MEMBER ANGLE 90.00 DEG TEMP DIFF 0. DEG.F RELZASES 0 WEIGHT 269. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB M.Ax COMB AT LOAD NO. (FT) FLG WES SEG SIZE START END OR PIPE SECTION THICKNESS iNN=3N FLANGE UNITY CY. DIST COND 12.38 50.0 7 1.77 FT S.28 IN 8.28 IN 5.270 X0.4000 0.2500 W.FLANGE B21 1.023 12.4 FT 1 ( OLLING ACTIONS) AXIAL ALLOWABLE STRESSES-- --MAXIMUM STRESSES- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - N0. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 9.58 -43.25 21.64 30.00 30.00 1.56 -28.53 28.53 0.07 0.95 0.95 5 4.86 49.87 ------------------------------------------------------------------------------------------------------------------------ TOTAL FRAME WEIGHT IS 1286. LB • 0 MIDWEST METALLIC PAGE 1 +++ BRACING DESIGN +++ 1 C� _ JOB NUMBER : 172056 (FULL OPTIMIZATION) +++ GEOMETRIC DATA +++ BACING (FEET) 3@20.00 B TIER SPACES (FT) 12.00,16.00,12.00 FRONT E.AVE HEIGHT (FEET): 14.0000 BACK EAVE HEIGHT (FEET) 14.0000 FRONT SIDE ROOF SLOPE 1.0000/12 FRONT SIDE TO RIDGE 20.0000 +++ BRACING DATA +++ RF BRACING TYPE CABLE # BAYS 1 LOCATION 2 FS BRACING TYPE CABLE # BAYS 1 LOCATION 2 BS BRACING TYPE CABLE # BAYS 1 LOCATION 2 LE BRACING TYPE DIAPHRAGM # BAYS : LOCATION Rc BRACING TYPE DIAPHRAGM # BAYS LOCATION +++ DESIGN CRITERIA +++ WIND VZLOCITY PRESS (q) : 17.3800 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT,GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION .0000 +'+ LOADING COMBINATIONS +++ 1. BIND LOAD C, 0 BRACING DESIGN JOB NUMBER : 172056 ROOF BRACING " ' PAGE 2 (FRONT TO BACK SIDE) BRACING RESULTS ... ------------------------------------------------------------------------------- (TIER I TIER I 'C' B R A C I N G- S I Z E/ T E N S I O N I I N . I SPACING I BAY H2 1 BAY #0 1 BAY 00 1 BAY #0 1 BAY 40 I ----------------------------------------------------------------------- I 1 12.0000 11/4" DIA I Il 1 I 2.78 I ------------------------------------------------------------------------------- 1 2 1 16.0000 1 1/4" DIA I I 1 .00 1 ---------------------------------------------------------------------_---------- 1 3 1 12.0000 1 1/4" DIA I 1(BS) 1 1 2.78 1 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- I COL I P I S T R U T S- T Y P E / F O R C E 1 I N I FORCE I BAY N2 1 BAY 00 I BAY 00 1 BAY k0 1 BAY 00 I ------------------------------------------------------------------------------- I FS 1 .9659 1 STANDARD I IEAVE 1 1 3.35 1 ------------------------------------------------------------------------------- 1 2 1 2.3855 1 CL - 1 I I 1 1 2.39 1 ------------------------------------------------------------------------------- 1 3 1 2.3855 I CL - 1 I I 1 I 2.39 I ------------------------------------------------------------------------------- I BS 1 .9659 1 STANDARD I IEAVE 1 1 3.35 1 ------------------------------------------------------------------------------- r: • 15 BRACING DESIGN ... JOB NUMBER : 172056 " ' WALL BRACING " ' PAGE 3 ... FRONTSIDE ... ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G— S I Z E/ T E N S I O N I IWALL I SPACING I BAY 02 1 BAY 00 1 BAY HO 1 BAY b0 1 BAY #0 I ------------------------------------------------------------------------------- I 1 14.0000 1 1/4" DIA I I--�-----------I----3_94 I -------------------------------------------------------- `" BACKSIDE *" ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G— S I Z E/ T E N S I 0 N 1 IWALL I SPACING I BAY k2 1 BAY HO 1 BAY NO 1 BAY NO I BAY k0 1 ------------------------------------------------------------------------------- I BS 1 14.0000 1 1/4" DIA I I 1 1 3.94 1 ------------------------------------------------------------------------------- LEFT ENDWALL -------------------------------------- I D I A P H R A G M A C T I O N 1 -------------------------------------- I I SAVE 1 LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I LE 1 1.58 1 11.89 1 40.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- '** RIGHT ENDWALL ". -------------------------------------- I D I A P H R A G M A C T I O N I -------------------------------------- I I EAVE I LIN. FT. I LIN. FT. I IWALLI FORCE I REQUIRED I AVAILABLE I -------------------------------------- I RE 1 1.58 1 11.89 1 40.00 1 DIAPHRAGM ACTION IS ADEQUATE -------------------------------------- C .16 MIDWEST METALLIC *** ENDWALL DESIGN *** *** LEFT ENDWALL *** ** ENDWALL RAFTER *** JOB NUMBER : 172056 0 ( ANALYSIS ONLY *** GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 12.000,16.000,12.000 ENDWALL COLUMN SPACING: ENDBAY (FEET) :20.0000 PURLIN EXTN. (FEET) FRONT SIDE CANOPY (FT): .0000 BACK SIDE CANOPY (FT) FRONT SIDE ROOF SLOPE : 1.00/12 BACK SIDE ROOF SLOPE PURLIN SPACING (FEET) 5.017 *** DESIGN CRITERIA *** PAGE 1 .0000 .0000 1.00/12 DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 21.000 WIND VELOCITY PRESS(q): 17.380 PSF BUILDING CONDITION (E,P,O): E SPCL. GCp @ ENDBAY/2 . -1.000 SPCL. GCp @ OVERHANG . -1.000 SHEAR OR BENDING LIMIT: 1.035 RAFTER DEFLECTION LIMIT : L/150. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** LOADING ANALYSIS GCp PURLIN GCpX DL+WL DL+LL SPAN LENGTH ENDBAY/2 COEF. EXTN. COEF. (KLF) (KLF) ------ OH -------- 1.0035 -------- 10.0000 ------- ------ -1.0000 .0000 ------- -1.0000 ------- ------- -.1439 .2392 1 11.0381 10.0000 -1.0000 .0000 -1.0000 -.1439 .2392 2 16.0555 10.0000 -1.0000 .0000 -1.0000 -.1439 .2392 3 11.0381 10.0000 -1.0000 .0000 -1.0000 -.1439 .2392 OH 1.0035 10.0000 -1.0000 .0000 -1.0000 -.1439 .2392 *** DESIGN RESULTS *** MEM SIZE LENGTH 1 8X3.5C16 19.0659 2 8X3.5C16 19.0659 0 17 ** RAFTER DESIGN *** *** LEFT ENDWALL *** pp JOB NAME: 172056 PAGE 2 l O LOADING COMBINATION -- DL+LL -------------------------------------------------- OSPN!LO!MOMENT!SHEAR!.kLLOWABLEFORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! -.12! .91! 5.14! 2.53! .36! .02! ! 1 !FM! 1.61! .00! 5.14! 2.53! .00! .31! 2273 ! 1 !RS! -4.65! -1.73! 5.14! 2.53! .69!. .90! ! 2 !LS! -4.65! 1.92! 5.14! 2.53! .76! .90! ! 2 !**! -3.06! .00! 5.14! 2.53! .00! .59! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! 3.06! .00! 5.14! 2.53! .00! .59! 568 ! 2 !RS! -4.65! -1.92! 5.14! 2.53! .76! .90! ! 3 !LS! -4.65! 1.73! 5.14! 2.53! .69! .90! ! 3 !FM! 1.61! .00! 5.14! 2.53! .00! .31! 2273 ! 3 !**! .12! -.91! 5.14! 2.53! .36! .02! • *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: 172056 PAGE 3 LOADING COMBINATION -- DL+WL ------------------------------------------------------ AW. SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND.! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! .07! -.55! 6.86! 3.37! .22! .01! ! 1 !FM! -.97! .00! 6.501 3.37! .00! .15! 3779 ! 1 !RS! 2.80! 1.04! 6.86! 3.37! .41!• .41! ! 2 !LS! 2.80! -1.16! 6.86! 3.37! .46! .41! ! 2 !**! 1.84! .00! 6.86! 3.37! .00! .27! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE. FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! ISHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! -1.84! .00! 6.86! 3.37! .00! .27! 947 ! 2 !RS! 2.80! 1.16! 6.86! 3.37! .46! .41! ! 3 !LS! 2.80! -1.04! 6.86! 3.37! .41! .41! ! 3 !FM! -.97! .00! 6.50! 3.37! .00! .15! 3779 ! 3 !**! -.07! .55! 6.86! 3.37! .22! .01! " • 0 19 *** RAFTER DESIGN *** *** RIGHT ENDWALL *** JOB NAME: 172056 LOADING COMBINATION -- DL+LL PAGE 2 20 -----------------------------------------------------=------------- M SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! -.12! .91! 5.14! 2.53! .36! .02! ! 1 !FM! 1.61! .00! 5.14! 2.53! .00! .31! 2273 ! 1 !RS! -4.65! -1.73! 5.14! 2.53! .69! .90! ! 2 !LS! -4.65! 1.92! 5.14! 2.53! .76! .90! ! 2 !**! -3.06! .00! 5.14! 2.53! .00! .59! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! 3.06! .00! 5.14! 2.53! .00! .59! 563 ! 2 !RS! -4.65! -1.92! 5.14! 2.53! .76! .90! ! 3 !LS! -4.65! 1.73! 5.14! 2.53! .69! .90! ! 3 !FM! 1.61! .00! 5.14! 2.53! .00! .31! 2273 ! 3 !**! .12! -.91! 5.14! 2.53! .36! .02! • 0 *** RAFTER DESIGN *** *** RIGHT ENDWALL *** JOB NAME: 172056 PAGE 3 11 LOADING COMBINATION -- DL+WL !SPN!-LO!-----MOMENT! -------SHE--A-R! ---A----LLOW-ABLE----=--FOR-CES! -------UNIT----Y---RA----TIO ----! ---- D- E- • 0 ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 1 ! 1 !**! .07! -.55! 6.86! 3.37! .22! .01! ! 1 !FM! -.97! .00! 6.50! 3.37! .00! .15! 3779 ! 1 !RS! 2.80! 1.04! 6.86! 3.37! .41!- .41! ! 2 !LS! 2.80! -1.16! 6.86! 3.37! .46! .41! ! 2 !**! 1.846 .00! 6.86! 3.37! .00! .27! ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- ------------------------------------------------------------------------------ 2 ! 2 !**! -1.84! .00! 6.86! 3.37! .00! .27! 947 ! 2 !RS! 2.80! 1.16! 6.86! 3.37! .46! .41! ! 3 !LS! 2.80! -1.04! 6.86! 3.37! .41! .41! ! 3 !FM! -.97! .00! 6.50! 3.37! .00! .15! 3779 3 !**! -.07! .55! 6.86! 3.37! .22! .01! • 0 *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -17.38 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. :- MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN MIDWEST METALLIC PAGE 1 SUCTION *** GIRT DESIGN *** N0. SPACING *** BACK SIDEWALL *** COEF (KLF) JOB NUMBER 172056 ------- 19.3330 *** GEOMETRIC DATA *** ------- -.9000 -------- .1043 ------- -.1043 2 20.0000 6.6667 t: &Y SPACING (FEET) :3@20. .1043 -.1043 INSET LEFT (FEET) .6670 INSET RIGHT (FEET) .6670 ROOF SLOPE : 1.00/12 MAX. TRIBUTARY SPACING (FT.) : 6.6667 GIRT DEPTH (INCH) : 3.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET LOADING *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -17.38 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. :- MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ---- 1 ------- 19.3330 -------- 6.6667 -------- .9000 ------- -.9000 -------- .1043 ------- -.1043 2 20.0000 6.6667 .9000 -.9000 .1043 -.1043 3 19.3330 6.6667 .9000 -.9000 .1043 -.1043 •*** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING LONG CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ---- 1 -------- 19.3330 ------ .0000 ------- 8Z15 ------ .0000 2 20.0000 .0000 8Z16 .0000 3 .19.3330 .0000 8Z15 .0000 • .m 22 0 *** GIRT DESIGN *** *** BACK SIDEWALL *** JOB NAME: 172056 PAGE 2 2131 LOADING COMBINATION -- WLP ARO!MOMENT! ------------------------------------------------------------------------ SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ' K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .85! 7.96 4.88 ! .17 .00' .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 3.43! .00! 7.96 4.88 ! .00 .43 .43! 306 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -2.45! -1.11! 7.96 4.88 ! .23 .31 .15! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -2.45! .98! 6.98 3.37 ! .29 .35 .21! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.16! .00! 6.98 3.37 ! .00 .31 .31! 502 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -2.45! -.98! 6.98 3.37 ! .29 .35 .21! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K-FT! KIP ! MOMENT(Ma) SHEAR(Va). ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -2.45! 1.11! 7.96 4.88 ! .23 .31 .15! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! 3.43! .00! 7.96 4.88 ! .00 .43 .43! 306 !RL! .00! .00! .00 .00 ! .00 .00 .00! :RS! .00! -.85! 7.96 4.88 ! .17 .00 .03! 0 *** GIRT DESIGN *** A *** BACK SIDEWALL *** 24 JOB NAME: 172056 PAGE 3 LOADING COMBINATION -- WLS a-0 T M- -0 M- -E N- T- TSHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.85! 7.96 4.88 ! .17 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -3.43! .00! 3.98 4.88 ! .00 .86 .00! 306 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! 2.45! 1.11! 7.96 4.88 ! .23 .31 .15! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.45! -.98! 6.98 3.37 ! .29 .35 .21! !LL! .00! .00! .00 .00 ! .00 .00 .00! .2!FM! -2.16! .00! 3.49 3.37 ! .00 .62 .00! 502 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! 2.45! .98! 6.98 3.37 ! .29 .35 .21! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va). ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.45! -1.11! 7.96 4.88 ! .23 .31 .15! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -3.43! .00! 3.98 4.88 ! .00 .86 .00! 306 !RL! .00! .00! .00 .00 ! .00 .00 .00! S! .00! .85! 7.96 4.88 ! .17 .00 .03! 0 • 0 ti MIDWEST METALLIC ... COLUMN DESIGN " LEFT ENDWALL JOB NUMBER : 172056 ( ANALYSIS ONLY ) GEOMETRIC DATA ... SPACING(FEET) 12.000,16.000,12.000 SPACING (FEET) 14SAVE HEIGHT (FEET) 14.00 BS EAVE HEIGHT (FEET) 14.00 FS TO RIDGE (FEET) 20.000 FS ROOF SLOPE 12 1.00 1 END FRAME (BF,MF) BF GIRT CONDITION FLUSH a PURLIN DEPTH (INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ' ENDWALL BRACING TYPE D # BAYS : 0 LOCATION " DESIGN CRITERIA WIND VELOCITY PRESSURE (q): 17.38 PSF BUILDING COND. (E,P,O): E COLUMN DEFLECTION LIMIT L/ 90. SPCL.EW COL.PRES.COEF.: .900 SPCL.EW COL.SUCTION COEF. -.900 SHEAR + BENDING LIMIT : 1.03 SHEAR OR BENDING LIMIT 1.03 ... LOADING COMBINATIONS ... 1.DL+LL 2.DL+WLP 3.DL+WLS DESIGN RESULTS AND WIND LOADING COL SECTION ANAL. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH ----------- ------ SPACING HEIGHT COEF. COEF. ----------------------------- (KLF) -------- (KLF) 1 8X3.5C16 13.392 6.000 14.250 .900 -.900 .094 ------- -.094 2 8X3.5C13 14.310 14.000 15.083 .900 -.900 '.219 -.219 3 8X3.5C13 14.310 14.000 15.083 .900 -.900 .219 -.219 4 8X3.5C16 13.392 6.000 14.250 .900 -.900 .094 -.094 • 0 ti COLUMN DESIGN ... ' LEFT ENDWALL �'• JOB NAME: 172056 PAGE 2 ... COLUMN NUMBER 1 SIZE : 8X3 -5C16 ' ' G1 (FEET) = 7.292 I I AXIAL BENDING I<----- .ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOADI 1 FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I CUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK I L/ �-I----I---------------I------- ------ ------ -----I----- ----- ------I-------I---- I.FM I 1.15 .38 1 12.14 5.14 4.56 2.371 .09 .07 .08 I .18 I 0 I G1 I 1.15 .21 110.40 5.14 4.29 2.371 .11 .04 .05 1 .16 1 2 1 FM 1 -.69 -2.33 144.23 6.85 6.08 3.161 -•02 .34 .38 I .40 1-696 2 1 G1 1 -.69 -2.33 1 44.23 6.85 5.72 3.161 -.02 .34 .41 I .42 I 3 1 FM 1 -.69 1.96 1 44.23 6.85 6.08 3.161 -.02 .29 .32 I .31 1696 3 1 G1 1 --69 1.96 1 44.23 6.85 5.72 3.161 -.02 .29 .34 I .33 I ... COLUMN NUMBER : 2' SIZE : 8X3.5C13 ' " G1 (FEET) - 7.292 I I AXIAL BENDING 1<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- -------- I ------- ------ ----------- I ----- ----- ------I-------I---- 1 1 FM 1 3.65 1.22 1 21.46 9.08 8.09 8.421 .17 .13 .15 I .32 1 0 1 1 G1 1 3.65 .62 1 18.56 9.08 7.63 8.421 .20 .07 .06 1 .28 I 2 1 FM 1 -2.20 -6.34 1 67.54 12.11 10.79 11.231 -.03 .52 .59 1 .62 1-369 2 1 G1 1 -2.20 -6.34 1 67.54 12.11 10.17 11.231 --03 .52 .62 1 .66 1 3 1 FM 1 -2.20 5.23 1 67.54 12.11 10.79 11.231 -.03 .43 .48 1 .45 1 369 3 1 G1 1 -2.20 5.23 1 67.54 12.11 10.17 11.231 -.03 .43 .51 1 .48 I " ' COLUMN NUMBER : 3 SIZE : BX3.5C13 *11 G1 (FEET) - 7.292 I I AXIAL BENDING I<----- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOADI . I FORCE MOMENT I AXIAL MOMENT MOMENT- SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft 1 kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- -------- I ------- ------ ----------- I ----- ----- ------ ------- I I FM 1 3.65 1.22 1 21.46 9.08 8.09 8.421 .17 .13 .15 I -32 I 0 1 1 G1 1 3.65 .62 1 18.56 9.08 7.63 8.421 .20 .07 .06 I .2B 1 2 1 FM 1 -2.20 -6.34 1 67.54 12.11 10.79 11.231 -.03 .52 .59 1 .62 1-369 2 1 G1 1 -2.20 -6.34 1 67.54 12.11 10.17 11.231 -.03 .52 .62 1 •66 1 3' 1 FM 1 -2.20 5.23 1 67.54 12.11 10.79 11.231 -•03 .43 .4S 1 .45 1 369 3 1 G1 1 -2.20 5.23 1 67.54 12.11 10.17 11.231 -.03 .43 .51 1 .48 1 • 0 12G ... COLUMN DESIGN ... LEFT ENDWALL ... JOB NAME: 112056 PAGE 3 COLUMN NUMBER 4 SIZE : 8X3 -5C16 " ' G1 (:EE') = 7.292 G I 1 AXIAL BENDING I<----- ALLOWABLE FORCES----->i<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT --AR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft MOMENTS.--A (AXIAL FLGE. FLGE. I CHECK I L/ • ------------- ----- ------ ----- ----- ----- I I FM I 1.15 .38 112.14 5.14 4.56 2.37 .18 0 1 .09 .07 .08 1 I G1 1 1.15 .21 1 10.40 5.14 4.29 2.371 .11 .04 .05 I .16 I 2 1 FM 1 -.69 -2.33 1 44.23 6.85 6.08 3.161 -.02 .34 .38 1 .40 1-696 2 1 G1 1 -•69 -2.33 1 44.23 6.85 5.72 3.161 -.02 .34 .41 I .42 I 3 1 FM 1 -.69 1.96 1 44.23 6.85 6.08 3.161 -.02 .29 .32 I .31 1696 3 1 G1 1 -•69 1.96 1 44.23 6.85 5.72 3.161 -•02 .29 .34 I •33 I • 0 MIDWEST METALLIC COLUMN DESIGN ' RIGHT ENDWALL JOB NUMBER : 172056 ( ANALYSIS ONLY ) GEOMETRIC DATA - •SPACING (FEET) 12.000,16.000,12.000 COLUMN SPACING (FEET) L/ 90. FS EAVE HEIGHT (FEET) 14.00 BS SAVE HEIGHT (FEET) 14.00 FS TO RIDGE (FEET) 20.000 FS ROOF SLOPE : 12 1.00 END FRAME (BF,MF) BF GIRT CONDITION FLUSH PURLIN DEPTH (INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE D H BAYS : 0 LOCATION " � DESIGN CRITERIA WIND VELOCITY PRESSURE (q): 17.38 PSF BUILDING COND. (E,P,O): E COLUMN DEFLECTION LIMIT L/ 90. SPCL.EW COL.PRES.COEF.: .900 SPCL.EW COL.SUCTION COEF. -.900 SHEAR + BENDING LIMIT : 1.03 SHEAR OR BENDING LIMIT 1.03 LOADING COMBINATIONS ... 1.DL+LL 2.DL+WLP 3.DL+WLS DESIGN RESULTS AND WIND LOADING `.. COL SECTION ANAL. TRIB. MIDSP.AN PRESSURE SUCTION PRESSURE SUCTION k SIZE LENGTH SPACING ----------- ------ ------- HEIGHT ------- -------- COEF. COEF. ------- (KLF) -------- (KLF) ------- 1 BX3.5C16 13.392 6.000 14.250 .900 -.900 .094 -.094 2 8X3.5C13 14.310 14.000 15.083 .900 -.900 :219 -.219 3 8X3.5C13 14.310 14.000 15.083 .900 -.900 .219 -.219 4 8X3.5C16 13.392 6.000 14.250 .900 -.900 .094 -.094 • • COLUMN DESIGN - ... RIGHT ENDWALL " JOB NAME: 172056 PAGE 2 COLUMN NUMBER : 1 SIZE : 8X --,.5C16 `.. G1 (FEET) - 7.292 •) (j I I .AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB 1 MAX LOAD[ I FORCE MOMENT 1 AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY 1 DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK I L/ - ---I---- I ------- -------- I -----.-- ------ ----------- I ----- ----- ------I-------I---- I FM 1 1.15 .38 1 12.14 5.14 4.56 2.371 .09 .07 .08 1 .18 1 0 1 G1 1 1.15 .21 1 10.40 5.14 4.29 2.371 .11 .04 .05 1 .16 I 1 FM 1 -.69 -2.33 1 44.23 6.85 6.08 3.161 -.02 .34 .38 1 .40 1-696 2 1 G1 1 -.69 -2.33 1 44.23 6.85 5.72 3.161 -.02 .34 .41 1 .42 I 3 1 FM 1 --69 1.96 1 44.23 6.85 6.08 3.161 -.02 .29 .32 1 .31 1 696 3 I G1 1 -•69 1.96 1 44.23 6.85 5.72 3.161 -•02 .29 .34 1 .33 1 " ` COLUMN NUMBER :' 2 SIZE : 8X3.5C13 "I G1 (FEET) - 7.292 I I AXIAL BENDING 1<----- ALLOWABLE FORCES----->I<---UNITY CHECK ---->1 COMB I MAX LOAD I FORCE MOMENT 1 AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- -------- I ------- ------ ----------- I ----- ----- ------i-------I---- 1 I FM 1 3.65 1.22 1 21.46 9.08 8.09 8.421 .17 .13 .15 I .32 1 0 1 1 G1 1 3.65 .62 1 18.56 9.08 7.63 8.421 .20 .07 .08 1 .28 1 2 1 FM 1 -2.20 -6.34 1 67.54 12.11 10.79 11.231 -.03 .52 .59 1 .62 1-369 2 1 G1 1 -2.20 -6.34 1 67.54 12.11 10.17 11.231 -•03 .52 .62 1 .66 1 3 1 FM 1 -2.20 5.23 1 67.54 12.11 10.79 11.231 -•03 .43 .48 1 .45 1 369 3 1 G1 1 -2.20 5.23 1 67.54 12.11 10.17 11.231 -•03 .43 .51 1 .48 I - COLUMN NUMBER : 3 SIZE : 8X3.5C13 - G1 (FEET) - 7.292 1 1 AXIAL BENDING 1<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft 1' kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- -------- I ------- ------ ----------- I ----- ----- ------I-------I---- 1 1 FM 1 3.65 1.22 1 21.46 9.08 8.09 8.421 .17 .13 .15 1 .32 1 0 1 1 G1 1 3.65 .62 1 18.56 9.08 7.63 8.421 .20 .07 .08 1 .28 1 2 1 FM 1 -2.20 -6.34 1 67.54 12.11 10.79 11.231 --03 .52 .59 1 .62 1-369 2 1 G1 1 -2.20 -6.34 1 67.54 12.11 10.17 11.231 -'-03 .52 .62 1 .66 1 3 1 FM 1 -2.20 5.23 1 67.54 12.11 10.79 11.231 -.03 .43 .4S 1 .45 1 369 3 1 G1 1 -2.20 5.23 1 67.54 12.11 10.17 11.231 -.03 .43 .51 1 .48 1 • 0 ... COLUMN DESIGN " + " RIGHT ENDWALL ... JOB NAME: 172056 PAGE 3 COLUMN NUMBER 4 SIZE : 8X3.5C16 " ` G1 (FEET) = 7.292 I I AXIAL BENDING I<----- ALLOWABLE FORCES ----- >;< --- UNITY CHECK ---->1 COMB I MAX LOAD I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips IAXIAL FLGE. FLGE. I CHECK I L/ ----------- -----�-- - ---- I FDi I 1.15 .38 1 12.14 5.14 4.56 2.371 .09 .07 .08 I .18 1 0 I G1 1 1.15 .21 1 10.40 5.14 4.29 2 '1 .11 .04 .05 1 .16 1 1 .`'M 1 -.69 2.33 1 44.23 6.85 6.08 r; -.02 .34 .38 1 .40 1-696 2 1 G1 1 -.69 -2.33 1 44.23 6.85 5.72 3.lcl -.02 .34 .41 1 .42 1 3 1 FM 1 -.69 1.96 1 44.23 6.85 6.08 3.Irl -.02 :29 .32 1 .31 1 696 3 1 G1 1 -.69 1.96 1 44.23 6.85 5.72 3.IEl -.02 .29 .34 1 .33 1 0 .3U MIDWEST METALLIC PAGE 1 *** EAVE STRUT DESIGN JOB NUMBER : 172056 ( FULL OPTIMIZATION ) 0* GEOMETRIC DATA *** BAY SPACING (FEET) :3@20. BAY SPACING (FEET) DL + LL INSET LEFT (FEET) . .6667 EAVE EXTN LEFT (FT.) .0000 ROOF SLOPE 8ES16 :1.000/12 EAVE STRUT DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET )' . .6667 EAVE EXTN RIGHT (FT.) .0000 HORIZONTAL SPACING (FT.) : 2.5000 DEAD LOAD (PSF) : 2.000 LIVE LOAD (PSF):21.000 WIND VELOCITY PRESSURE (q): 17.380 PSF SPECIAL WIND COEFF.:-1.000 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. DEFLECTION LIMIT PER SPAN : L/100. SPAN LENGTH SECTION AREA MOMENT WIND DL + WL DL + LL -FT- NAME IN.SQ. INERTIA COEF (KLF) (KLF) .67 8ES16 1.090 11.27 -1.0000 -.0386 .0573 2 19.33 8ES16 1.090 11.27 -1.0000 -.0386 .0573 3 20.00 8ES16 1.090 11.27 -1.0000 -.0386 .0573 4 19.33 8ES16 1.090 11.27 -1.0000 -.0386 .0573 5 .67 8ES16 1.090 11.27 -1.0000 -.0386 .0573 0 *** EAVE STRUT DESIGN *** JOB NAME: 172056 PAGE 2 **** DEAD + LIVE LOAD **** ------------------------------------------------------------------------------- O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! _ 1!FM! .00! .00! .00 .00 ! .00 .00 .00! -134 RS! ------------------------------------------------------------------------------- -.O1!' .04! 5.71 2.37 ! .02' .00 .02! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.01! .55! 5.71 2.37 ! .23 .00 .23! 2!FM! 2.67! .00! 5.70 2.37 ! .00 .47 .47! -429 RS! .00! -.55! 5.70 2.37 ! .23 .00 .23! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ---------------------------=--------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .57! 5.70 2.37 ! .24 .00 .24! 3!FM! 2.87! .00! 5.70 2.37 ! .00 .50 .50! -386 RS! ---------------------------------------------- .00! -.57! 5.70 2.37 ! .24 .00 .24! SP!LO!MOMENT! SHEAR! ALLOWABLE --------------------------------- FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .55! 5.70 2.37 ! .23 .00 .23! 4!FM! 2.67! .00! 5.70 2.37 ! .00 .47 47! -429 RS! -.01! -------------------------- -.55! 5.71--------2_37-!-_--_23-----_00-----_23! S .LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS --------- ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.01! -.04! 5.71 2.37 ! .02 00 .02! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! -134 RS! .00! .00! .00 .00 ! .00 .00 .00! r: 0 ** EAVE STRUT DESIGN *** JOB NAME: 17205'6 PAGE 3 33 **** DEAD + WIND LOAD **** ------------------------------------------------------------------------------- MOMENT! V SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- 4 !LS! .00! .00! .00 .00 ! .00 .00 .00! ` 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 199 RS! r------------------------------------------------------------------------------- .01! -.03! 7.61 3.16 ! .01 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01! -.37! 7.61 3.16 ! .16 .00 .16! 2!FM! -1.80! .00! 3.04 3.16 ! .00 .59 .59-! 636 RS! .00! .37! 7.61 3.16 ! .16 .00 .16! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.39! 7.60 3.16 ! .16 .00 .16! 3!FM! -1.93! .00! 3.04 3.16 ! .00 .63 .63! 573 RS! .00! .39! 7.60 3.16 ! .16 .00 .16! --------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE 7--------------------------------- FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.37! 7.61 3.16 ! .16 .00 .16! 4!FM! -1.80! .00! 3.04 3.16 ! .00 .59 .59! 636 RS! .01! .37! ------------------------------------------------------------------ 7.61 3.16 ! .16 .00 .16! S LO!MOMENT! 7- SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .01! -.03! 7.61 3.16 ! .01 .00 .01! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 199 RS! .00! .00! .00 .00 ! .00 .00 .00! 0 *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -17.38 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. .90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN MIDWEST METALLIC PAGE 1 SUCTION *** GIRT DESIGN *** N0. SPACING *** FRONT SIDEWALL c� (KLF) JOB NUMBER : 172056 ------- 19.3330 *** GEOMETRIC DATA *** ------- -.9000 -------- .1043 • `SAY SPACING (FEET) :3@20. 20.0000 6.6667 ' INSET LEFT (FEET) .6670 INSET RIGHT (FEET) .6670 ROOF SLOPE 1.00/12 MAX. TRIBUTARY SPACING (FT.) : 6.6667 GIRT DEPTH .(INCH) 8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -17.38 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. .90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ---- 1 ------- 19.3330 -------- 6.6667 -------- .9000 ------- -.9000 -------- .1043 ------- -.1043 2 20.0000 6.6667 .9000 -.9000 .1043 -.1043 3 19.3330 6.6667 .9000 -.9000 .1043 -.1043 ** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING LONG CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ---- 1 -------- 19.3330 ------ .0000 ------- 8215 ------ .0000 2 20.0000 .0000 8Z16 .0000 3 19.3330 .0000 8215 .0000 0 *** GIRT DESIGN *** *** FRONT SIDEWALL *** JOB NAME: 172056 PAGE 2 135 LOADING COMBINATION -- WLP 10,0!MOMENT!-SHEAR! ALLOWABLE FORCES ! UNITY CHECKS DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .85! 7.96 4.88 ! .17 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 3.43! .00! 7.96 4.88 ! .00 .43 .43! 306 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- -2.45! -1.11! 7.96 4.88 ! .23 .31 .15! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL • ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2.45! .98! 6.98 3.37 ! .29 .35 .21! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.16! .00! 6.98 3.37 ! .00 .31 .31! 502 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- -2.45! -.98! 6.98 3.37 ! .29 .35 .21! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va). ! SHEAR BEND COMB! -L/- !LS! -2.45! 1.11! 7.96 4.88 ! .23 .31 .15! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! 3.43! .00! 7.96 4.88 ! .00 .43 .43! 306 !RL! .00! .00! .00 .00 ! .00 .00 .00! 0IRS! .00! -.85! 7.96 4.88 ! .17 .00 .03! 0 • 4 *** GIRT DESIGN *** *** FRONT SIDEWALL *** JOB NAME: 172056 PAGE 3 LOADING COMBINATION -- WLS - ----------------------------------------------------------------- 1 S�'�LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ' ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- {! !LS! .00! -.85! 7.96 4.88 ! .17 .00 .03! !LL! .00! .00! .00' .00 ! .00 .00 .00!' 1!FM! -3.43! .00! 3.98 4.88 ! .00 .36 .00! 306 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! 2.45! 1.11! 7.96 4.88 ! .23 .31 .15! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.45! -.98! 6.98 3.37 ! .29 .35 .21! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.16! .00! 3.49 3.37 ! .00 .62 .00! 502 !RL! .00! .00! .00 .00. ! .00 .00 .00! !RS! 2.45! .98! 6.98 3.37 ! .29 .35 .21! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va).! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.45! -1.11! 7.96 4.88 ! .23 .31 .15! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -3.43! .00! 3.98 4.88 ! .00 .86 .00! 306 !RL! .00! .00! .00 .00 ! .00 .00 .00! 46S! .00! .85! 7.96 4.88 ! .17 .00 .03! • 4 MIDWEST METALLIC *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NUMBER : 172056 ( OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 12.000,16.000,12.000 INSET LEFT (FEET) .8438 INSET RIGHT (FEET) ROOF SLOPE .00/12 MAX. TRIBUTARY• SPACING (FT.) GIRT DEPTH (INCH) 8.00 GIRT CONDITION OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -17.38 PSF WIND LOAD PRESSURE COEFF. : .90 WIND LOAD SUCTION COEFF. :- MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ---- 1 ------- 11.1563 -------- 6.1458 -------- .9000 ------- -.9000 -------- .0961 ------- -.0961 2 16.0000 6.1458 .9000 -.9000 .0961 -.0961 3 11.1563 6.1458 .9000 -.9000 .0961 -.0961 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT ---- 1 -------- 10.6146 ------ .0000 ------- 8Z16 ------ .0000 2 15.4583 .0000 8Z16 .0000 3 10.6146 .0000 8Z16 .0000 PAGE 1 .8438 : 6.1458 :FLUSH 13 ** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: 172056 PAGE 2 LOADING COMBINATION -- WLP ----------------------------------------------------------------OAk--!-M-O-M---T!ENSHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .51! 6.98 3.37 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! 1.35! .00! 6.98 3.37 ! .00 .19 .19! 1097 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.51! 6.98 3.37 ! .15 .00 .02! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .74! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.87! .00! 6.98 3.37 ! .00 .41 .41! 355 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.74! 6.98 3.37 ! .22 .00 .05! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va). ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .51! 6.98 3.37 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! 1.35! .00! 6.98 3.37 ! .00 .19 .19! 1097 !RL! .00! .00! .00 .00 ! .00 .00 .00! S! .00! -.51! 6.98 3.37 ! .15 .00 .02! �J 3O *** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: 172056 PAGE 3 LOADING COMBINATION -- WLS --SH-- ------------------------------------------------------------- O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.51! 6.98 3.37 ! .15 .00 .02! !LL! .00! .00! .00 :00 ! .00 .00 .00! 1!FM! -1.35! .00! 3.49 3.37 ! .00 .39 .00! 1097 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .51! 6.98 3.37. ! .15 .00 .02! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.74! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.87! .00! 3.49 3.37 ! .00 .82 .00! 355 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .74! 6.98 3.37 ! .22 .00 .05! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va).! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.51! 6.98 3.37 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -1.35! .00! 3.49 3.37 ! .00 .39 .00! 1097 !RL! .00! .001 .00 .00 ! .00 .00 .00! �RS! .00! 51! 6.98 3.37 ! .15 .00 .02! 0 MIDWEST METALLIC *** GIRT DESIGN *** *** RIGHT ENDWALL *** JOB NUMBER : 172056 ( OPTIMIZE SHORT ONLY ) � J *** GEOMETRIC DATA *** BAY SPACING (FEET) : 12.000,16.000,12.000 INSET LEFT (FEET) .8438 INSET RIGHT (FEET) ROOF SLOPE .00/12 MAX. TRIBUTARY - SPACING (FT.) GIRT DEPTH (INCH) : 8.00 GIRT CONDITION OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -17.38 PSF WIND LOAD PRESSURE COEFF. .90 WIND LOAD SUCTION COEFF. :- MAX. COMBINED SHEAR AND BENDING UNITY CHECK : 1.03 MAX. SHEAR OR BENDING UNITY CHECK : 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING TRIB SPA COEF COEF (KLF) (KLF) ---- 1 ------- 11.1563 -------- 6.1458 -------- .9000 ------- -.9000 -------- .0961 ------- -.0961 2 16.0000 6.1458 .9000 -.9000 .0961 -.0961 3 11.1563 6.1458 .9000 -.9000 .0961 -.0961 *** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP' # LENGTH LEFT SECTION RIGHT ---- 1 -------- 10.6146 ------ .0000 ------- 8Z16 ------ .0000 2 15.4583 .0000 8Z16 .0000 3 10.6146 .0000 8Z16 .0000 0 PAGE 1 .8438 : 6.1458 :FLUSH .m 40 41 *** GIRT DESIGN *** *** RIGHT ENDWALL *** JOB NAME: 172056 PAGE 2 LOADING COMBINATION -- WLP ------------------------------------------------------------------------ O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .51! 6.98 3.37 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 00 .00! 1!FM! 1.35! .00! 6.98 3.37 ! .00 .19 .19! 1097 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! -.51! 6.98 3.37 ! .15 .00 .02! ------------------------------------------ SP!LO!MOMENT! SHEAR! ALLOWABLE ------------------------------------ FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .74! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 2.87! .00! 6.98 3.37 ! .00 .41 .41! 355 !RL! .00! .00! .00 `.00 ! .00 .00 .00! !RS! .00! -.74! 6.98 3.37 ! .22 .00 .05! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .51! 6.98 3.37 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! 1.35! .00! 6.98 3.37 ! .00 .19 .19! 1097 !RL! .00! .00! .00 .00 ! .00 .00 .00! ofS! .00! -.51! 6.98 3.37 ! .15 .00 .02! 41 *** GIRT DESIGN *** *** RIGHT ENDWALL *** JOB NAME: 172056 PAGE 3 LOADING COMBINATION -- WLS 00-T M -0 -M -E -N -T-- ! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.51! 6.98 3.37 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 00! 1!FM! -1.35! .00! 3.49 3.37 ! .00 .39 .00! 1097 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .51! 6.98 3.37 ! .15 .00 .02! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.74! 6.98 3.37 ! .22 .00 .05! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.87! .00! 3.49 3.37 ! .00 .82 .00! 355 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .74! 6.98 3.37 ! .22 .00 .05! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va).! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! -.51! 6.98 3.37 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -1.35! .00! 3.49 3.37 ! .00 .39 .00! 1097 !RL! .00! .00! .00 .00 ! .00 .00 .00! 0S! .00! .51! 6.98 3.37 ! .15 .00 .02! 0 42 MIDWEST METALLIC PAGE 1 *** PURLIN DESIGN *** JOB NUMBER : 172056 ` ,q 3 ( FULL OPTIMIZATION ) ** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20. INSET LEFT (FEET) .667 PURLIN EXTN LEFT (FT.): .00000 ROOF SLOPE :1.000/12 PURLIN DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** INSET RIGHT (FEET) .667 PURLIN EXTN RIGHT (FT.) .00000' HORIZONTAL SPACING (FT.): 5.00000 DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 21.00 WIND VELOCITY PRESSURE (q): 17.380 PSF SPECIAL WIND COEFF.: -1.00 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. DEFLECTION LIMIT PER SPAN : L/150. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL + LL # LENGTH LEFT SECTION RIGHT COEF (KLF) ------- (KLF) ------- ---- 1 -------- .6667 ------ .0000 ------- 8Z16 ------- .0000 ------- -1.0000 -.0772 .1146 2 19.3333 .0000 8Z16 .3125 -1.0000 -.0772 .1146 3 20.0000 .3125 8216 .3125 -1.0000 -.0772 .1146 4 19.3333 .3125 8216 .0000 -1.0000 -.0772 .1146 5 .6667 .0000 8Z16 .0000 -1.0000 -.0772 .1146 *** PURLIN DESIGN *** JOB NAME: 172056 PAGE 2 LOADING COMBINATION -- DL+LL- ------------------------------------------------------------------------------- O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1! FM! .00! .00! .00 00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.03! -.08! 5.23 2.53 ! .03 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -.03! 1.01! 5.23 2.53 ! .40 .00 .16! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 4.41! .00! 5.23 2.53 ! .00 .84 .84! 195 !RL! -1.57! -1.17! 5.23 2.53 ! .46 .30 .31! !RS! -1.94! -1.21! 10.47 5.05 ! .24 .19 .09! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -1.94! 1.15! 10.47 5.05 ! .23 .19 .09! !LL! -1.59! 1.11! 5.23 2.53 ! .44 .30 .29! 3!FM! 3.79! .00! 5.23 2.53 ! .00 .72 .72! 231 !RL! -1.59! -1.11! 5.23 2.53 ! .44 .30 .29! !RS! -1.94! -1.15! 10.47 5.05 ! .23 .19 .09! -'f ---------------------------------------------------------------------------- O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! -1.94! 1.21! 10.47 5.05 ! .24 .19 .09! !LL! -1.57! 1.17! 5.23 2.53' ! .46 .30 .31! 4!FM! 4.41! .00! 5.23 2.53 ! .00 .84 .84! 195 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -.03! -1.01! 5.23 2.53 ! .40 .00 .16! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ---=--------------------------------------------------------------------------- !LS! -.03! .08! 5.23 2.53 ! .03 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! 0 44 *** PURLIN DESIGN *** JOB NAME: 172056 PAGE 3 LOADING COMBINATION -- DL+WL ----- -------------------------------------------------------------------------- VO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .00! .00! .00 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .05! 6.98 3.37 ! .02 .00 .00! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .02! -.61! 6.98 3.37 ! .18 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -2.42! .00! 3.49 3.37 ! .00 .69 .00! 398 !RL! 2.32! .86! 6.98 3.37 ! .25 .33 .18! !RS! 2.59! .88! 13.96 6.74 ! .17 .19 .06! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.59! -.77! 13.96 6.74 ! .15 .19 .06! !LL! 2.35! -.75! 6.98 3.37 ! .22 .34 .16! 3!FM! -1.27! .00! 3.49 3.37 ! .00 .36 00! 1047 !RL! 2.35! .75! 6.98 3.37 ! .22 .34 .16! !RS! 2.59! .77! 13.96 6.74 ! .15 .19 .06! �- - ---------------------------------------------------------------------------- ,O!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! 2.59! -.88! 13.96 6.74 ! .17 .19 .06!' !LL! 2.32! -.86! 6.98 3.37 ! .25 .33 .18! 4!FM! -2.42! .00! 3.49 3.37 ! .00 .69 .00! 398 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .02! .61! 6.98 3.37 ! .18 .00 .03! ------------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ------------------------------------------------------------------------------- !LS! .02! -.05! 6.98 3.37 ! .02 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 5!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! • 45 SPECIAL INSPECTION POLICY 1. Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspector is required prior to issuance of the building permit. 4. A preconsh-uction conference may be required by the Plan Check Engineer.to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not by the contractor. 6. Prior to our approval of a special inspector, a resume and other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled Final report is to be submitted and approved prior to final inspection of building.:' SPECIAL INSPECTION NOTE In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the -work assigned for conformance with the approved design drawings and specifications. _ 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. .I ` f 3. The special inspector shall submit a final signed report to the Building Division stating whether the work iequiring special inspection was, to the best of his knowledge, in conformancewith the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: [ ]Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry High Strength Bolting $<VJelding [ ]Bolts installed in Concrete [ ]Other: December 1996 4.0 TU ±EAV y..... ® A E— u J y �9 < f► S '', .. NSA .. .. _... ... TO -D ................... ....... ....... HO f LA�14 Jo .......... .. ... D, - The. attach Fire S requirements must be comptew Q$ SPEC ad and ZWoved bVC.®.i». 1"1 '+ CDF FIRE SAFE REQUIREMENTS 1-7 - 72-4- 2'f, t ti4i 7Gt�I��•Gs AJ, AP# PERMIT # NAKE Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. (�] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [ 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-arteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [V} 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [yj 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�] 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 v feet. [v] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 o;f .3--, 2..� 98 -ice �cJGyS, �c1i�/G AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�(] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f=:gal inspection of a building permit. Page 2 of 3 ci 2..� 98 -ice �cJGyS, �c1i�/G AP # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. (X] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [�] 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [�(] 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from 411 property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction )r f=:gal inspection of a building permit. Page 2 of 3 I AP # PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves 1t> Y64S , KJ4__11A/C_ AME [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE;- CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING -EXEMPTION PERMIT P F R n N�0�.a Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. DZ Z 40- n)- ZONING OWNER l,c/ A YNR' PHONE NO. IS- 7 4 f'MEls) OWNER'S ADDRESS '2- S& DAL"I Aur- urLOCATION LOCATIONOF BUILDING L 1 USE OF BUILDING D ,57TORA6sr --GN/CKEN No4SE SIZE OF STRUCTURE LU o x 2!1- -0 = 71 a SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME ✓ STEEL CONCRETE OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE PLY ESTIMATED COSTF CONSTRUCTION YOOO , AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: I FRONT SS /A~ 2#'/""VL- 20 SIDES REAR /+"z-" AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. .� Date -6 —/7— q �7 Signature of Owner fill Permit Fee - $60.00 The above described AG Building is exempt from a bL;Hdinp Dermit. FLOG PA L P.D ROOFI ISSU Receipt Noe -,--2zq F Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant Date COUNTY OF BUTTE DE RTMENT-OF DE.V.ELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CE4ff1r � VE - OROVILL;E, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 :. PERMIT APPLICtTION DATA SHEET OWNER: % SSES�ORPARCEL ER: D Proposed Building e: Budding' Inspector: Date: C_ At time of permit applicati , I was a e the following data must be XbmiWeA prior to permit processing andVor issuance: Date Received By ❑ 1. All items have been submitted .---------------------------------=-------------------------------- =------------------ ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans.----------------------------------------------------------- ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans ❑ 5. Engineered truss details and layout in duplicate (required pt;or...% plan review) No faxes! -------- 06. Energy Design Compliance and supporting documentation, ---------------------------------------------------- Statement of Intent for Non -Heated and A/C Buildings. -------- ------------------------------------------------ El 8. Hazardous Material Form. ------------------------------------ -- t -------------------------------------------------- ❑9. Manufactured Home data and installation instructions include g -Tie Down Specifications ------------------- El 10. Fees of $ ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------- ❑ 13. Flood elevation certificate. ------------=- "=---------------------------- _- p;--------------_. ❑ 14. Sanitation and plot plan approval Health Department. ------------------- Ell 5. ------------------ ❑15. City of Chico plumbing permit. --------= ----------------------------- %a -=-------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ----------------------- ❑ 17. Planning approval for (t}) Use: (B) Parking: Ell 8. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway, (construction approval prior to occupancy). -----===------------- ❑20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). -------------- -------------- ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑ Mailed to owner 0) - -------------------------------- ❑24. Letter of signature authorization. ------------------ -------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. -------------------------------- 027. Manufactured Home utility, clearance. ------------------------- 028. Existing violations and/or expired permits. ------------------ 029. 0433 A, ❑Grant Deed, ❑�M.H. Title, ❑ Check to H.C.D 030. Other: When you issue the permit, process as follows 1frMail to owner, []Mail -to contractor. ❑Telephones and hold for pickup at office. ❑ Deliver with inspector. PD / N" ( 16 Applicant: Date: Copy of Haz-ltiri s ealth Department, 11Fire Department, 11 Air Pollution Date: By: Copy of plans sent '❑ a th epartment, ❑ Fire Department, ❑ Other: Date: By: Index permit application for the above items numbered: 2. Additional items required (Date) ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer; owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. Lim ' t 027-240-024 PERMIT#98-0083 ,WEYERS, Wayne & Emma' 2860 Daly,Ave., Palermo Gas.Line for Htr & Range/SF - ' + OFFICE COPY ,:GAS �'_,- .�.�, � r `_, •. ' Meter By Date+ Me er By 4Y , A 1112 � COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION.; 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538 7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ISM- 027-24-024 �L� ZONING ILDING PERMIT OWNER WAYNE " i?MMR4 FR TELEPHONE SO. FT. OCC. BUILDING VALUATION _ OWNER'S MAILING ADDRESS T)A1 PALERMO 96 CONTRACTOR'S NAME R TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER R`• Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER T LICENSE NO. —FilingFee $ 20.00 Permit Fee $ - ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 28-60 D.ATY AVE, PAUERMO I Energy Plan Checking Fee $ f PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF OjrDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heatpump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑� GAS LINE FOR FREESTANDI Describe Work: _ HEATER AND RANGE ( G Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home JILG W @20.00 t I PERMIT FEE S 35.00 ELECTRICAL PERMIT Fling Fee 20.00 1 Main Service 'on oR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: *Co I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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 workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADDNS. ( & ACC. BUDS. 3.50FT_ NEW NON-RESIIDT BRANCHCITCUETS @7.50 APPARATUS 8 SINGLE OUTLET CIR. .00 Ex. Occup. OUTLET OR FIXTURE BAL @ I. 0 OR Ex. Occup. ours RES 1_NS6.1 EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.01 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Q I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X j ��p .0_x.rL.�Date Z Signature pplj ant - CQ Own -gr ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 70.00 HAZ. D. FEE IMP FLOOD COF PARCEL PD HD ISSUE +L This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resol tions to do work indicatedfab"'olre for which fe s have a paid. By f/%1 v,i7 ate 1 /20/98 PERMIT EXPIRES ON i /� ! " 1D'ate Receipt No. WHITE-D.D.S.-B.D.-B.D. w%- ANARY°ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 .CORRECTION NOTICE X0"00 OWNER jt PERMIT NO. A routine inspection_indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. W€ ou have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspectors ! -� REV 10/92 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING D ISION 7 County Center Drive - Oroviliik, Caliornia 95965 - Telephone (916) 538 54 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 9-00I8-tz, ASSESSOR PARCEL NUMBER XXX 097-24-0-024 ZONING ILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 9RSR T)AT.Y AVENUE, PALERMO 68 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CRXDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other lix GAS LINE FOR FREESTANDING Describe Work: _ HEATER AND RANGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWESIN License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( a C.BLos. SO 3.50FT; NEW CONS. M9 NON -RES OT AULCTI.Ol C UTIR CUI 97,50 R APPAR 8ATUS GLE OUTLET CR. Ex. Occup.OUTLET ORFOcruREs 20�'�0O BAL p .50 FIXED Ex. Occup. OUTLETSPRES OR EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. / ,� j X lst/ l�to,�Z-�` Date �" Signature f App' ant - 01 ow—our ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD CDF PARCEL I Po I HD I IS UE This permit is hereby issued under the applicable of the Butte County Code and/or Res' indicate o e for which f s have a By at PERMIT EXPIRES ON provisions tions to do work paid. 1/20/98 _ Receipt No. WHITE-D.D.S.-B.0. ANAR -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES fik NO ❑ 2. I HAVE 1g HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER:_#* " DATE: / — Z0 NOTE. _ This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OWNER BUILDER INFORMATION i Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for_v9ur benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification', on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. i rely, A� �01- Mic el C: Vi ira, C.B.O. M ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPUCATIONAND PERMIT ASSESSOR PA MBE © ZONING ,. BUILDING PERMIT OWN. C TELEPHONE SO, FT, OCC. BUILDING VALUATION OWNERS MIUUN04DDAESS COMM Oq'g NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTI N LENDER LENDER'S "UNG ADDRESS Fireplace Total Valuation S ARCHrr c R ENGINES 21 LICENSE NO. Felin Fee $ 20,00 ARCHITECT OR ENGINEER'S MA ANG ADDRESS Permit Fee 5 Plan Checking Fee S SUP LOwGADDRESS /t Q� D / 2zle eeEnergy Plan Checking F S PERMIT FEE $ LOT No. sueonrsaNSNAME PARCEL MAP PLUMBING PERMIT Fling Fee '20.00 USEOFSTRUCTURE SF ` Duplex ❑ Mobilehome ❑ Other SPECIFY Each rn Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: ` ! e Each as water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 020.00 PERMIT FEE S I n ELECTRICAL PERMIT Filin Fee 20.00 Main Service 800V OR LESS zo.A OR u-cS3 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P nY P 1 ry P Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project ❑ I am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. E31 have and will maintain workers' compensation Insurance, as required by Section 3700 of the labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall_ employ any person in any manner so as to me subjecttoworkers',� compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An 08HA permit is required for excavations over 60' deep and demolition or construction of structures over 3 stories in height Main Service 200AWEL To IOOOA 46.00SO NEW CONST. DWF11It�Ki D�Up• SO OR ADDNS. ( 3 ACC. BLDg. 3.52FT_ NON oNs ' MULT40llTLET NEW Cv D. 07,50 POWER APPARATUS 6 SINGLE OUnET CIR. Ex. Occup. OUTLET ORFIXWRES a2L®'.w Ex. Occup. �OAPP� °R ovnFrs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiri - ng 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heatingr7-- Cooling Hood 6.50 Ventilation PERMIT FEI= Mobile Home Installation Fee S Energy Inspection Fee S CONST TYPE O Q� TOTAL FEE $PARbeco IL D� IMP noo0 COF CEL Ponot HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. To Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i .:.,R ESIDENTIAL 027-240-024 �- = PERMIT#97-1609 WEYERS, Wayne & Emma 2858 Daly Ave., Palermo Cont: Executive Homes Mobilehome Utilities a r i �- o5af 9° 9 �s s JOB FINALED (D te) Signature �P L V=OK O = Not OK =Not Applicable Not Ready � MOBILE HOMES = 1. Zoning Requirements -Setbacks -Easements j__FfElectricity; Location•Clearances-Gmd-/ /Amp -Concrete Gas- t. tion -Test -Wrap;/ tt /ZNat. or/ /"L°tt./ /LPG Clearance & Disconnect MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg: Bracing t 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Utility Clearance 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card B-1 Date Cana B-1 10. Roof; Shthg-Roofing r 11. Ext.; Steps -Doors -Landings Dat ` Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Zo n Requirements- Setbacks Easements Date Card B-1 Date Card B-1 ngs; SineSpacing-Marriage Line Date Card B-1 Date Card B-1 Gas; MH Test -Demand Valve -Connector Date POOLS (Plans) OK except #'s Electricity; MH Test -Crossovers -Breakers -Clearances 5. in; MH Test -Fall -Flex Connector 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 6. MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining ater and ewer Connected -C/O to Grade -HD Approval ,8.. G d Electricity Tagged ; 4. Elec.; Receptacles and Lighting, Distance -GR is D s- pe -installation Cert. 5. Elec.; Pool Lighting; 15 Volts-GFI 10. M ssp.Sketch 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 1 ert of Occupancy 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Date Card B-1 Date Card B-1 9. Health Department Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r = OK 0 = Not No OK RESIDENTIAL.(Single& Duplex) - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-Flood-Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ P Ftg. Depth 3. Fig. Garage; Soils-Steel-Elec. Grnd/ P' Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Ext Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 20. Shower Pan; Test, First Floor -Tub Access Bedroom Exiting 21. Test Tub & Shower, Second Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 22. Gas Pipe; Sixe & Anchors Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 23. Fixture & Transformer Clearance -Ins. Protection Elec. Outlets & Recepticales at Kit. Counter 24. Elec. Receptacles Spacing -Lights & Switches at Doors Garage Fire Door; Swing -Landing -Closure 25. Size Boxes & No. of Conductors Stapled A.C. Duct in Garage -Damper 26. Romex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Plb., Elec. & Mech. Equip. Listed for Location 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (G.F.I.)-Romex Protection 29. Subfeed Wire Size / /ga. Cu or AI-A.C. Wire Size / /ga Cu or Al Insulation -Foam -Looked in Attic 30. Ranee Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No Guard rails & Deck Construction -Post Caps 31. Service -Riser Conductors & Ground -Main Disconect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 32. Equip. Clearances Panels-Motors-Mech. Epuip. Following Instld./Drive Q Yes 0 No/Walks Q Yes 0 No/Planters 0 Yes 0 No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throught House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Plans) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 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 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 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. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes 82. Following Instld./Drive Q Yes 0 No/Walks Q Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION v 7 County Center Drive - Oroville, 'California 95965 - Telephone (916) 538-754y S FERMI NO (Rev.12/96) APPLICATION AND PERMIT --`�/ �_1l 0�� ASSESSOR PARCEL NUMBER 27-24-24 A-5 ZONING BUILDING PERMIT OWNER WAYNE & EMMA WEYERS 408 TELEPHONE 842-9549 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 10760 NEW AVE GILROY CONTRACTOR'S NAME EXECUTIVE HOMES TELEPHONE 891-6992 CONTRACTORS MAILING ADDRESS 3042 ESPLANADE CHICO CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS ' Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 2858 DALY AVE Energy Plan Checking Fee $ PALERMO $ PERMIT FEE S 23.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome CK Other SPECIFY Each Trap 7.00 Solar or heat*pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities CX Installation ❑ Other ❑ Describe Work: MHU Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home @20.00 60,00 PERMIT FEE $ 60.00 ELECTRICAL PERMIT Fling Fee 20.00 - Main Service OooV OR LESS zooA oR L>ess 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 'n�fu� jp ce and effect. LL�� License Class Lic. No. OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCC OR ADDNS. ( a ACC. BUP. LOB. sD 3.5QFr; NON-RESND?NJC I =ET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup.SAL 20 @ 1'00 o .so EPPLNS.I Ex. Occup.OUT ET9 RES pOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE t 63,00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workcom compensationinsurance carr an olblumber are: Carrier � LVV II Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall ply 'th those provisions. --7 X \101a ____ Date _/��� __ Signature of Applicant - ❑ Owner ❑ Contractor XAgent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height.By MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FE $ 1 ; QO HAZ. D. FEES IMP FLOO C F PARC PD D SUE 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. <J Date PERMIT EXPIRES ON eT — Date Receipt No. 222574 — LXX 63.00 365- WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDEN ROD -A LICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION � 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 *, A,_, PERMIT APPLICATION DATA SHEET OWN,ER: �)e 14r �4 ASSESSOR PARCEL NUMBER: , � �{ -' pZ Proposed Building Ise: Building Inspector: Date: -7-- 211 —!R:7 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. 1 items have been submitted-------------------------------------------------------------------------------------- lot plans,/3/,$ sets, signed by the preparer of plans. ------------------------------------------------------------8' G 9 03. Complete plans, 3/4 sets, signed by the preparer of plans. --; -------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature.on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ----------------------------------------------------- El 7. Siatement of Intent for Non -Heated and A/C Buildings. -;------------------------------------------------------ 1:18. ----------------------------------------------------- ❑8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑e01F anufactured Home data and installation instructions including Tie Down pecifications.----------=------- sof$ 03�'r�-------------------------------��� �--� Q -------------------- Impact fees as shown on the attached schedule. --------------------- ----------------- --------------------------- Califorma Department of Forestry plan approval/1tq. ❑ 13. Flood elevation certificate. --------------- - --------------------------------------------�-- (51K4: Sanitation and plot plan approval Health Department. ------ w --------------------------------- 0 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and'tbusiness-license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: --------------- ___________ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). -------------------------= = ❑20. Pre -inspection for required. Request to Building Inspector on _ (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number.----------------------------------------------------------- W ---------------------------------------------- ` ❑�er-Builder Verification (Given to owner Q, `ailed to wrier ❑). ------------------------------------- 24 tter of signature authorization. ----0-h ---r-_ 1--------Be-rc�___ U,0— 4A W5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑2j,petter of intent on building use. ----------------------------------------------------------------------------------- (V" anufactured Home utility clearance.--------------------------------------------------------------------------- � ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 1143 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- --� — 030. Other: ------- When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑ Telephone '�M " L 9r/?/' and hold for pickup at 0/_001 (/ C office. ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Departm , ❑ Folluti By: Copy of plans sent ❑ 1kalth Department, ❑ Fire Departm rtoAa By: 1. Index permit application for the above items numbered: v \❑ Plan Check List 2. Additional items required: Er Al Contractor, designer, owner, was advised of the above redata by ❑ phone, mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 13 Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 13phone, Sjrfiail, ❑ Building Divisi ounter, by Date: Plans reviewed by: Date: Plans proved by: ��-- Date: Sets of plans on hold in ❑ Plan Cabinet, ❑*, .P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. E.H. USE L ON PlotPlan Attached Floor Plan Attache Sent to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance CPTP 1--7m /Y caner Loca ion AP# Plan Approved for • ewage Disposal Water Supply: Public Private Well Clearance for,5 'c v�ielling. Other Hold final for: Final clearance O.K. for: NOTE: '40 Environmental Health Specialist 8/96 �- Date And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 7 7--03G558 1 Rec Fee IHF Recorded I COP Official Records I Check County of I Butte I Candace J. Grubbs I Recorder I 10:49am 2 -Sep -97 I PUBL 5.00 2.00 1.00 8.00 XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides. •pesticides, and fertilizers;. and from the pursuit of agricultural operations including, but _Rot limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: �k�+ va�f cI-F toy- , t,n i�p. 3� torr o G-i"ruS -Trac_' QCC0rd1rlo� -i 0 tCl [a MQpc7f , --fit le d t n ih c-Fft L e rtcardtir of bulfe , S -ca -e- of Cc► t; fog-,ni Q nr) +V)e 2b3 dciy of Ta noar y I4 39 . Datc: g 12 el \ 1 I PROPERTY OWNERS: i State of California ) County of1�,�4—sz ) On 2 - before me, personally appeared Wow fit? L t t�� �),Y S personalh known to me (or proved to me oif the basis of satisfactory kvidence) to be the person(s) whose oame(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ics), and that by his/her/their signature(s) on the instrument, the persons) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. aurnununnuouuauuutuuuuunuunuuntunnuunre. • OFFICIAL SEAL 10169" D WENDY M. AUER Signature ' Seal: cc NOTARY PUBLIC - CALIFORNIAN A COUNTY OF DUTTe IMy Cornmrssfon Empires Februsry 13.1998 2 s..II III III M I....1....111111..11111.1.11.111111,1.. 111tttll"1122... It.. A.P.# 39 —ICA 1 •FF COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION NOTICE ER , I 'i PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t. Date Inspector REV 10/92 9, COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CORRECTION- NOTICE � 7 - OWNER U PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to,this matter,'or need additional explanation, please contact this office immediately. b4 t o (nL4�P r-, (/ NCS �f� ,- IN%l i P L- S Sar •c '-�P �`� P l� ; Date ! ( Inspector REV 10/92 MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION ---7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN: o —0q PERMIT NO.: 77 Owners: c 4 Name: ti `� ,'� f '✓ v cam" / Owner's: {� Address:�Q ..jut r Mobilehome��Ll f Year of Manufacturer If the mobilehome is moved or ietocatedj'the mobilehome installation acceptance, shall become invalid. This form shall Manufacture: I d Serial number ` + Insignia/W/ U or V.I.N. ( ) I 5138 • White Owner, Yellow Installer, Pink -Bldg., (jold-Assessor. HUD number: Official approving installation: t Date: c 4 If the mobilehome is moved or ietocatedj'the mobilehome installation acceptance, shall become invalid. This form shall not be used when the.mobtlehome is installed on a foundation system. ' r 'o 5138 • White Owner, Yellow Installer, Pink -Bldg., (jold-Assessor. _ e ' i vf. •_.-:..?i.�a. .. -<.. 1a r .w _ � 'G.< -w -a 3,L". "tl%a1'Lr . 3, e.i ....: '2 ail.:.!: .1 ..^4. �i:Y-y ."',,', 1r }t ''c.j ltex l.. .e k:'w:. R,i �Y�.3.., 1w �.4�, �.Fa .. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541/ PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT L ID ASSESSOR PARCEL NUMBER 27-24-24 A-5 ZONING BUILDING PERMIT OWNER i 4 TELEPHONE 842-9549 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 10760 NEW AVE GILROY CONTRACTOR'S NAME EXECUTIVE HOMES TELEPHONE ' 1891-6992 CONTRACTORS MAILING ADDRESS -30423 ESPLANADE CHICO CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS T958 DALY AVE Energy Plan Checking Fee $ PERMIT FEE $ 43.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome M Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation [:X Other ❑ Describe Work: - P4H� t Ott�-X 44 t TII-1! - 2��---7 NEW r" GOING TINP n� r�FeLD HOME Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoonoa.ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full f e and effect. /'/'� I n/ LJ \�� License Class Lic. No. �J✓—Tl1 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. ( 8 ACC. BUS. so 3.52FT: NEW CONST. MULTI.OUTLET NON-RESID. C c c ITS@7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 4 1.0 BAL o .50 Ex. Occup. ouriErs ao.1E A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by 'section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' cna ^ ivn�Ii bare: Carrier e MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith ply w those provisions. � n X __ Date���__ __RM ent Signature o Applicant - Owner ❑ContractorXpand An OSHA permit is required for excavations over 5'0" de demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ occ CONST. TYPE TAL FEE $ ;HAZ. _� D. FEES Ef FLOOD COF PARC,, Po HD SUE a This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic above f r which fees have been paid. Q ,, ^ 11-9-17 By 1Q QDate EXPIRES ON Date Receipt NO.,6� ;11`j 5/3 0 - 0--vPERMIT WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK.INSPYZOR GOLDENROD -APPLICANT f • i' . . ., ., , ..Y'f`e. - rf-r`j- .., r, .. ti.a',ri �...,, .n�-'"'S.�-�.._�'•rw-�•r� ..ri�.�;"."`rti•a.r _ .'�. e is .. COUNTY OF BUTTE- DEPARTMENT OF b' AWLOPMENT SERVICES -BUILDING DIVISION/ 7 COUNTY CENTER DRIVE - OROVILL19,-CA1IFORNI"5965 - TELEPHONE (916) 538-7541 ` PERMIT APPLICATION DATA SHEET, OWNER:ASSESSOR PARCEL NUMBER: - dZ 2''i a Proposed Building e: Building Inspector: Date: 17 — _ ? At time of permit application, was -advised thelollowing data must be submitted prior to permit processing and/or issuance: 7 `'-� R" Date Received By Oilotitems have been submitted.--=--------------------------------------------------------------------------------- plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ---------_7_:Z ---------------------------------------- 04. 4 ----------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature`on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes!----------------- ❑ 6. Energy Design Compliance and supporting documentation. --------------------------------- ;ri=---------------- ❑ 7. Sta ment of Intent for Non -Heated and A/C Buildings. ❑ ardour Material Form. --------------------------------- Home data and installation instructions including Tie Down Specifications .------------------ ct fees as shown on the attached schedule. California Department of Forestry plan approval/fees.-------------------------=ZZ: ----------------------------- El 13. Flood elevation certificate.--------------------------------------------- .KSanitation and plot plan approval 6400 Health Department. 1115. City of Chico plumbing permit. --------------------------------------- 1:116. -------------------------------------- ❑16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: - r ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- /Z3 '74-9-7 020. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). -----------------------------=------ 022. Workers' Compensation carrier and policy number.*------------------------------------------------------- '-- ❑ Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- _ etter of signature authorization. -------------------------------------------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. ----------------------------------- a; ------------ 026. Letter of intent on building use. ---------------------------------- . Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to c ntr or. ❑Telephone ��� ' %Cl % P--- and hold for pickup at d r e office. ❑ Applicant: � ova Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Pollution Copy of plans sent ❑ Health Department, ❑ Fire Dep4*ekt, th A -------------- ^r with inspector. z�� Date: -7/31/97 1. Index permit application for the above items number : ❑ Plan Check List 2. Additional items required: - Contractor, designer, owner, was advised of the above redata by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi ion counter, by Date- Plans a :Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. J 020. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). -----------------------------=------ 022. Workers' Compensation carrier and policy number.*------------------------------------------------------- '-- ❑ Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- _ etter of signature authorization. -------------------------------------------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. ----------------------------------- a; ------------ 026. Letter of intent on building use. ---------------------------------- . Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to c ntr or. ❑Telephone ��� ' %Cl % P--- and hold for pickup at d r e office. ❑ Applicant: � ova Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Pollution Copy of plans sent ❑ Health Department, ❑ Fire Dep4*ekt, th A -------------- ^r with inspector. z�� Date: -7/31/97 1. Index permit application for the above items number : ❑ Plan Check List 2. Additional items required: - Contractor, designer, owner, was advised of the above redata by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi ion counter, by Date- Plans a :Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE; OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER 4 414 A.P. PROPOSED BUILDING USE DATE -] f, _ �j• REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ SCHOOL DISTRICT FEES0!!%jf ti, 0a (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = .$ Units Commercial (sq.ft.).'.. x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. 5:'RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) . 6<7. SRA FIRE INSPECTION AND PLAN. CHECK $89.00 (paid at Building Division) CJ 7 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT t ) DATE Original -Owner . Copy -Building Div. (Rev. 12/96) 007 BUTTE COUNTY SCHOOLS IMPACT FEE'CER 1FICATION FORM (One form per Building) 40 School School District Building Department No. ± r A.P. Number % •� :Z.�� %i Jurisdiction: �} + City County Property Owner i A], Property Location/Address ��Q�����A U -e 1W1Wj.�yyr� Subdivision Lot No. Residential Development Sq. Footage No of Living MobilaH o m e Addition % (Group R) Units InstallationC�/Q �, �s d E'�O f ; S/7('C/ 5// ::-169 Commercial/Industrial Sq. Footage New Addition (IncludingExterior""*W-. Roofed Areas) Building Department Re r sentative ,Date (Floor Plans reviewed by School District Personnel) (Street Address) District certifies that (City) has complied with the requirements of Resolution No. representing ! square feet. School District Representati e Paid by Check # Remarks: 144 (Applicant) ` (Phone Number) (State) (Zip Code) _ r DJ — by payment of S x J�B 2926f IFULL MITIGATION $ A-�- (1 Date Notice: You may protest the imposition of the fees identified above by submitt� g a written protest,to,,the District, in'°compliance with Government Code Section 660201a), 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 notified by the applicable Local Planning Agency that this project is being rev( this project may be subject fo additional school fees to fully mitigate its project may be subject additional school fees to fully mitigate its imm ac White (applicant), Yellow (building department), Pink (school district) chools Impact Fee Certification Form, the School District -is A► ved under the California Environmental Quality Act (CEQ, on the school district's schools. n! 1 • feefom xis /97)dmm ,r VE NOTE: All Materials & Workmanship Mall Be tft Accordance with Recognized Gcod Practices a -d A SET Q-41"CK OF ;=T, J -1-i7: -L- 7-- AND APPROVED -i Butte (�ounry '30 FT. FROM THE REAR PF;'C-',--'F"- AND alth He 5"D FT. FROM THE R�-.)AD SE CLEXH Ul- 61 Kuu i las` EZ A; D PnR A -9 Er, FAVE OVEKHANG. C,;(- atur In &Uraforml3l)"il'J"4i�J. - T" set of plans and specifications MUST kept on the job at all times and It is imlawful. to �d any ellwige-S ef altefatm-t-S on same wrltten permission from the Department of Pub Wtks. County of BMVT P0 Lfyy- oil? tattached j Fite �P, compielo CA rw a and aPV ;;r - hv fA el I I MY L j Got. Pi J, ALL STRUCTURES AND EQUIPMENT- INCLUDINU fl fZl lAl I OM CZ1 r- -3 ns Al I r. -T7NA9=L!T. lw�Fpl Ar -AC, A SET Q-41"CK OF ;=T, J -1-i7: -L- 7-- AND APPROVED -i Butte (�ounry '30 FT. FROM THE REAR PF;'C-',--'F"- AND alth He 5"D FT. FROM THE R�-.)AD SE CLEXH Ul- 61 Kuu i las` EZ A; D PnR A -9 Er, FAVE OVEKHANG. C,;(- atur CDF FIRE SAFE REQUIREMENTS 72--7 - Z�� L� q % —16,0 f Gt)e�lyole_5 lil.40 AAC- AP# PERMIT # NAM Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards [e 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appurtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. T1273.03 II Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. J 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [ 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 of .3.. AP # PERMIT # NAME [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [p 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [V 1. All parcels 1 acre aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [] 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction Lr fi:ial inspection of a building permit. Page 2 of 3 AP # PERMIT # NAME Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] if Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 1-0% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature 61. Page 3 of 3 1. Owner's Name: Q t2�1 1,f 2. Assessor's Parcel Number: Z-'� TL4 — Zy 3. Installer's Name: 4. Is the site currently under permit? Yes No 65A Permit No. t>G^-%o 5. Is the site an existing site? YesfM No[ (If yes, furnish two plot plans):�� `' � 6. What is the electrical rating of the mobilehome? \'o° Amperes. 7. What is the mobilehome site circuit breaker rating? -Lt o Amperes. 8 What is the electrical rating of the mobilehome site? Zia Amperes. 9. Is the main service remote from the mobilehome site? Yes[x] No[ ] If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[x] If yes, please identify the load and size.- a) ize:a) The mobile home site: Load- Amperes - b) The main service: Load- Amperes - 11. Type of gas service at mobilehome site: Natural[ ] PropaneDo] None[ 12. Size of gas pipe at the mobilehome site from the meter or -3)%Atank-3)%A N inches. 13. What is the gas pipe length from the meter or tank to the mobilehome?.Z'S (ft.). 14. What is the mobilehome gas demand? Y.. -A B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION 131 F e May 1995 a �V Mobilehome Manufacturer: Manufacture Year: If other than�ingle wide, furnish Setup Model Number: Syy 3�' Width ze 8�(ft.) Length: H—�.H (ft.) Tagalong or Expando Size (ft.) x (ft.) On all mobilehomes manufactured after October 7, 1973, 'furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[A] Other: SUPPORTS: Concrete block[)c] Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line Ie 1 Line 2 Line 2 Main Beams Line 2 ine 2 Line 1 Line 3 Line 2 ...............................................................................................Main Beams Line 2 Line 1 .................................................ine S Tag or Triple ine 4 r. ine 1 Line 1 Piers: Size minimum: x Spacing maximum: ` From ends -maximum• ` Line 2 Piers: Size minimum: [1Z ] x Spacing maximum: ` From ends -maximum: ! ` b ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ x [ Each side of openings with width over: ` Line 4 Piers: Size minimum: [ ] x [ A. Spacing maximum: ` From ends -maximum: ` zK3,9 'L4U-S 31ox3o 3bk30ulx30 rov 1 LJ I I s y' -W 6'144' v OVER A P P R 0 V E C: LEGEND ® ® M Q ® o a RADGO R y u � t -►oma>e> Y M •s +> a r g I U.. Flo APPROVED 1191111 R y u � t -►oma>e> Y M •s +> a r 1191111 ' y ABESCO ENGINEERED COMBINATION TIE -DOWNS MANUFACTURED HOME TIE -DOWN CALCULATIONS AND SCHEDULES FOR SINGLE/DOUBLE/TRIPLE WIDES DESIGN LOADS: DESIGN & GENERAL NOTES * WIND --------- 15 PSF * SOIL BEARING ---- 1000 PSF * TIE DOWN STRAPS- 3150# WORKING LOAD ( TIE -DOWN STRAPS MEETS FEDERAL SPECIFICATION QQ-S-781H FOR TYPE 1, CLASS B, GRADE 1 STRAPPING AND BE AT LEAST 1 1/4" x .035 ZINC PLATED. �E EARTH AUGERS -------- 2962# TESTED TO 4750# M iE CROSS DRIVES -------- 2962# TESTED TO 4750# IN. -)E CONCRETE SLAB ANCHORS - 1390# (CALCULATED) Z (, Zy GENERAL NOTES: 1. THE CHARTS SHOWN HEREON ARE THE REQUIRED NUMBER OF TIE -DOWNS ON THE SIDES OF THE MANUFACTURED HOME. 2. TIE -DOWNS ARE REQUIRED AT EACH CHASSIS BEAM, EACH END OF EACH TRANSPORTABLE SECTION OF THE MANUFACTURED HOME AND CAN BE ANY OF THE TYPES SHOWN HEREON. 3. COMBINATIONS OF THE DIFFERENT TYPES OF TIE -DOWNS CAN BE USED. 4. IN THE EVENT AN EARTH AUGER CANNOT BE INSTALLED DUE TO AN OBSTRUCTION, USE OF CROSS DRIVE ANCHORS IS PERMITTED, PROVIDED THAT (2) CROSS DRIVES ARE INSTALLED FOR EACH EARTH AUGER THAT CANNOT BE INSTALLED. SEE PAGE #3. 5. FOR ALL TIE -DOWN INSTALLATIONS, THE MFG'D. HOME CHASSIS MEMBERS ARE SHOWN AS +'I" BEAMS. (FOR ILLUSTRATION PURPOSES ONLY) CHASSIS BEAMS CAN ALSO BE "C SHAPED OF RFC SHAPED. 6. END TIE -DOWNS CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM AXIS AS SHOWN. CHASSIS BEAM N (ONE END' TIE -DOWN MANDATORY AT EACH END OF "I" BEAM) N -18" MIN 7. THE SIZES, TYPES, LENGTHS, ETC. OF MATERIALS SHOWN HEREON ARE MINIMUM. I.ARGER, LONGER, HEAVIER MATERIALS SUPPLIED BY ABESCO MAY BE USED AT THE SAME SPACING & LOCATIONS SHOWN. ENGINEER APPROVAL I F77 STATE APPROVAL W THIS TIEDOWN SYSTEM MEETS THE REQUIREMENTS I a OF SECTION 1336.3, SUBSECTION (a) APPROVED SUP..JEI.T 'f0 CORRECTIONS NOTED appru�a) docs not oothn.ice or nnP:a c any omission o, lrvio tion hon, rew';,r,nent, pf nl,plicoble State laws and rr•g0"60n5. Stole of CnIilo,nia Depo+tment of Hc,,sirg and C.au+nu ;Iy Dr, DIv 5)� 13F YO Dtb'ANEt ,Star: tlOFL$ 3 %t Date Im ail :r� SPA NO.......'.5+./D.... This Plan Approval Ex PACIFIC CONSULTING ENGINEERS ABESCO 2150 BELL AVE. SUITE 145 5851 FLORIN-PERKINS ROAD SAC. CA. 95838 PH: 916-564-6028 SAC. CA. 95828 PH: 916-383-8831 ABESCO TIE -DOWNS CABESCO NAME STAMPED IN HEADS OF TIE -DOWNS 000 #607N��m DRIVE ANCHOR #608 SPLIT BOLT & NUT #606 STEEL #406 PIER STRAP W/BUC BOLT -ON TOP ,. 4zr� ® ®® #601 30" #614 STEEL T.D.A. STRAP W/HOLE #604 CONCRETE —__p #602 48" SLAB ANCHOR W/ #615 CONCRETE #616 STABILIZER T.D.A. #SH 5822 SLEEVE SLAB ANCHOR PLATE ANCHORS (DRY) (WET) SIDE TIE—DOWNS (SEE NOTE BELOW) SIDE TIE—DOWNS (SEE NOTE BELOW) zo _ I x. w 0 co SINGLE WIDE ow �-o z z w Zw W 2' EVENLY I SPACED LENGTH' VARIES SIDE TIE—DOWNS (SEE NOTE BELOW) < (n 3 �� I -zo W� . �,= o <' DOUBLE WIDE z W ► 1 1 1 2' EVENLY SPACED EVENLY SPACED EVENLY SPACED 2' LENGTH VARI NOTE: Y SIDE TIE -DOWNS: MUST BE WITHIN 24" OF THE ° N END OF CHASSIS BEAM. 6 END TIE -DOWNS: CAN BE LOCATED WITHIN 24" X OF EITHER SIDE OF CHASSIS BEAM. ONE TIE -DOWN z IS MANDATORY AT EACH END OF "I" BEAM. o (SEE PAGE #1, GENERAL NOTE #6) J, IF SIDE-WALL TIE -DOWN GROUND ANCHOR LOCATION '= IS SUCH THAT•THE ANGLE BETWEEN THE GROUND AND u STRAP EXCEEDS 60', CONNECT THE TIE STRAP TO THE m INSIDE CHASSIS BEAM ON DOUBLE AND TRIPLE WIDES AND THE OPPOSITE CHASSIS BEAM ON SINGLE WIDES. TRIPLE WIDE 2'► 1 1 ► 1 ( EVENLY SPACED I EVENLYISPACED 12'1 LENGTH I VARIES EARTH AUGERS MAX. LENGTH OF 36' 54' 72' 59' 68' MFG'D. HOME 4 5 6 7 8 MINIMUM NO. OF 23 3 1 4 SIDE TIE -DOWNS CROSS DRIVE ANCHORS MAX. LENGTH OF 36' 54' 72' 59' 68' MFG'D. HOME 4 5 6 7 8 MINIMUM NO. OF 2 3 1 4 SIDE TIE—DOWNS CONCRETE SLAB ANCHORS MAX. LENGTH OF MFG'D. HOME 34' 42' 50' 59' 68' MINIMUM NO. OF 4 5 6 7 8 SIDE TIE—DOWNS END TIE -DOWN #406 PIER BOLT -ON TOP'---- #614 OPS #614 STL; STRAP \ CROSS DRIVE TIE -DOWN -.s < CHASSIS < SIDE TIE—DOWN �I STEEL i� STRAP i No 8' #608 SPLIT #606��� BOLT & NUT STEEL STRAP INSTALLATION INSTRUCTIONS #616 STABLIZER \ PLATE GROUND LINE —/ #607 CROSS DRIVE ANCHOR 1. INSTALL CROSS DRIVE ANCHORS INTO SOIL AS SHOWN. 1 YNIGAL GRU55 DRIVE 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. (WITH STABILIZER PLATE 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. CROSS DRIVE ANCHORS ARE USED WHERE HARD OR ROCKY SOIL OCCURES. IF THE GROUND SURFACE IS OTHER THAN ROCK OR MINIMUM 2" ASPHALT, INSTALL #616 STABILIZER PLATE. (STABILIZER PLATES MAY BE PREWELDED TO #607 CROSS DRIVE ANCHOR) OR INSTALL 12"02"02" CONCRETE BLOCK. NOTE: IF A CROSS DRIVE IS USED WHERE AN AUGER COULD BE USED (IN LOAMY TYPE SOIL), THEN TWO CROSS DRIVES MUST BE INSTALLED PROPERLY IN PLACE OF THE ONE TIE—DOWN. BOTH CROSS DRIVES MUST BE STABILIZED AS SHOWN IN DETAIL"N'. SEE PAGE #1, GENERAL NOTE #4. CONCRETE TIE -DOWN SIDE TIE -DOWN --\ INSTALLATION INSTRUCTIONS #604 DRY 1. CONCRETE MUST BE A MINIMUM OF 3 1/2" THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12" FROM ANY EDGE. #615 WET 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. 2. ALLOW CONCRETE TO PROPERLY DRY. CHASSIS CONNECTION 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. END TIE -DOWN CHASSIS #406 PIER BOLT -ON TOP #606 STEEL STRAP -STL + r#614 �`ao\= 1 o STRAP 6d 0 • W ''4 :moi. `i. W d'' INSTALLATION INSTRUCTIONS #604 DRY 1. CONCRETE MUST BE A MINIMUM OF 3 1/2" THICK AND IN GOOD CONDITION. 2. MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET. 3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12" FROM ANY EDGE. #615 WET 1. PLACE CONCRETE ANCHOR INTO WET CONCRETE. 2. ALLOW CONCRETE TO PROPERLY DRY. CHASSIS CONNECTION 1. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 2. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. SIDE TIE -DOWN TIE -DOWN END TIE -DOWN - _ "I" BEAM CHASSIS /{406 PIER ` SEE "P' BEAM CHASSIS BOLT -ON TOP ! a NOTE #5, SHT. 1 FOR c v TIE -DOWN INFORMATION MIN �r I 9 #606 STEEL /7 STRAP #614 STL. aao\i STRAP \ 6 _ BVNE (TYPICAL) DRILL 9/16" HOLE AT MID HEIGHT OF BEAM, ' INSTALL 1/2" A307 BOLT "C" BEAM CHASSIS "RFC" BEAM CHASSIS SEE "I" BEAM CHASSIS SEE "I" BEAM CHASSIS NOTE #5, SHT. 1 FOR NOTE #5, SHT. 1 FOR TIE -DOWN INFORMATION TIE -DOWN INFORMATION SPLIT BOLT & NUT --, GROUND LINE #616 T.D.A. STABILIZER PLATE NOTE: VERTICAL OR. ANGULAR INSTALLATION IS OPTIONAL DETAIL "A" (TYPICAL) INSTALLATION INSTRUCTIONS 1. INSTALL ANCHORS INTO SOIL APPLYING CONSTANT DOWNWARD PRESSURE TO MINIMIZE SOIL DISTURBANCE, UNTILL HEAD IS FLUSH WITH STABILIZER PLATE. ANCHORS SHOULD BE INSTALLED BELOW FROST LINE. 2. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN. 3. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND THEN TIGHTEN BOLT UNTIL STRAP IS SNUG. -- - 110-11, CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. j;. j INSTALL GROUND ANCHOR PLACE STABILIZER PLATE <`;%':' ` >.' FINISH TURNING ANCHOR INTO GROUND, LEAVING NEXT TO SHAFT BETWEEN INTO THE GROUND UNTIL 8"-12" OF SHAFT EXPOSED. '"`' `ANCHOR AND CHASSIS ANCHOR HEAD IS FLUSH ,: WITH STABILIZER PLATE. BEAM, AND DRIVE INTO GROUND. THIS PROVIDES SECURE '`` ` PROTECTION AGAINST LATERAL MOVEMENT. - CONTRACTORS VERIFICATION - a I CERTIFY THAT I HAVE INSTALLED THE ABESCO ANCHORING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR TO THE BUILDING STRUCTURE. 0 WCOMPANY NAME:--------------------------- CONTRACTORS LIC.# m DATE:------------ SIGNATURE: --------------------------------- ----- _N ►2 2 0'-0 L 3 X3 X-¢ X /2118EARl,UGC41P / 044 Hq/RP/N G x�o /o//o /o=oGaN6 W•W F/FIESP, r SAND ; N • • CUSHION i 1 A� \ r 4 SLAB W 16 x 5-10116WWM A r 6 MIL VAPOR $AP RIiER ®� O.C. ,�a4, G✓�% 7 B I i � AIT 20 L O 20'- o Co'- 3 our /OUT COA`/C. 0 O L 3x3 X¢ x 12" BEARING CLIPS 4 HAIR PIAL C, xfo /o�io/F1B�� lO �LoNGI W W,F- N �I General Notes For F'owtdation ��/•�$ 1 All Poured in place concrete shall have a minimum compressive strength of 2500 psi. in 38 days. 2 Soil net beating capacity is assumed to be �� � a minimum of 1 0 /� psi, but it shall be the TP7XROVES contractor's responsibility to verify the soil conditions, and if unusual conditions are • �% t/ encountered, notify engineer before Q construction. 3. All reinforcing shall be grade 60 11. II 4. Where splices is reinforcing are 6 necessary, reinforcing shall be lapped In 36 diameters 4 All trei v� oYc,',, .Stm-'Iand accessories shall be defiaikkj FA 6n'ta5W e4 placed in accordance • 2 i ! W #+k- Nr ld y e asion of ACI Naox,4 "Manual of Standard practice Forl>-e+ai f- Reinforced Structures." 6. Reinforcing in all concrete walls, footings CcWPACTxav it -sr and bond beams shall be continuous around ✓Z� -d . X -' &dwb. comers. Ail fill for floor shall be compacted SA W C U T I' DE'E P�- F/L minimum of 98% slab of standard roctor density, LEAD OR APPROVED fill shall be tested by an independent testing SO /HT F/ LL -E R laboratory during placement to insure proper density, fill sal be placed only over firm, 21.1 J �- �,. well compacted soil. Slabs on grade shall be a minimum 4 - thickness reinforced with 6X6-10/10 wwf. unless otherwise shown. 9. For anchor bolt layout see metal building COMPACTED FILL drawing. CRACK CONTROLO I K1 10. Thicken footings as required to J TSE • accommodate anchor bolts. 11. Final grade shall be sucli that adequate AT 15 M AY . S PAC I N G drainage awav from all sides of the 6x6 10/10 vzjtZ assx /F D k)41ER FEELS CRACK foundation is Provided and no erosion C ONTR04. /$ R c. U/,e ED. will occur. (a. N4 CONTISUOUS •, m I a71R J L MAT OF 3 .>;� ¢ EQCIgL SPACED f :,•....�: c MAT -0 F 7 # ¢SEQUAL SPACED ! SECT/ON A SEC TION '8" EACy wAy NI SECTIO,J= C'..L/NE.S /A I/3 /C, /p,yA yQ @ L/AIE A2 A3 D 2. T D3C q REQ TYPICAL (� BEAM 5.RE 4'D� MUST E XTE AID A M /A/. O.F & jet To VN D 15 TU R GED Sp IL• A ND/OF 0 BEL,OW FeOST LtxIE Q�`� � OAR �• /l/ '�9�� � Ute@' 026786 M c EXP. 3/ 1 2 01 ' 9�. Ci ,1 . .�It iG F_111�R�J L_;5.2EE.L .... C0RP. - - 5-T-7ER.:. WAYN6- e- 6M MA MYERS ALERMO ) C :A"f 107 ;- _ _ ... _....- . JC6U- IDA ?lo u_: -P L-A=ti- 1+OIX 60 A 11+ �oB DA�TE 5GAL E DWG- tire, 9 8°303 3^ 8 Al -r, s. F1 /1 BUILDER / CONTRACTOR RESPONSIBILITIES IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO INSURE THAT ALL PROJECT PLANS AND SPEDFICATIONS COMFY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. THE SUPPLYING OF SEALED NGINEERING DATA AND DRAWINGS FOR THE METAL BUILDING SYSTEM DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT MID -WEST STEEL BUILDING COMPANY OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR A CONSTRUCTION PROJECT. THE CONTRACTOR MUST SECURE ALL REQUIRED APPROVALS AND PERMITS FROM THE APPROPRIATE AGENCY AS REQUIRED. APPROVAL OF MID -WEST STEEL'S DRAWINGS AND CALCULATIONS INDICATE THAT MID -WEST STEEL BUILDING COMPANY CORRECTLY INTERPRETED AND APPLIED THE REQUIREMENTS OF THE CONTRACT DRAWINGS AND SPECIFICATIONS. (SECT. 4.2.1 AISC CODE OF STANDARD PRACTICES, 9TH ED.) WHERE DISCREPANCIES EXIST BETWEEN MID -WEST STEEL'S STRUCTURAL STEEL PLANS AND THE PLANS FOR OTHER TRADES, THE STRUCTURAL STEEL PLANS SHALL GOVERN. (SECT. 3.3 AISC CODE OF STANDARD PRACTICE 97H ED.) DESIGN CONSIDERATIONS OF ANY MATERIALS IN THE STRUCTURE WHICH ARE NOT FURNISHED BY MID -WEST STEEL BUILDING COMPANY ARE THE RESPONSIBILITY OF THE CONTRACTORS AND ENGINEERS OTHER THAN MIO -WEST STEEL BUILDING COMPANY`S ENGINEERS UNLESS SPECIFICALLY INDICATED. THE CONTRACTOR IS RESPONSIBLE FOR ALL ERECTION OF STEEL AND ASSOCIATED WORK IN COMPLIANCE WITH MID -WEST STEEL BUILDING COMPANYS 'FOR CONSTRUCTION' DRAWINGS. PRODUCTS SHIPPED TO BUILDER OR HIS CUSTOMER SHALL BE INSPECTED BY BUILDER IMMEDIATELY UPON ARRIVAL. CLAIMS FOR SHORTAGES OR DEFECTIVE MATERIAL IF NOT PACKAGED MUST BE MAILED TO MID -WEST STEEL IN WRITING WITHIN FIVE (5) DAYS AFTER RECEIPT OF THE SHIPMENT. HOWEVER, IF A DEFECT IS OF SUCH A NATURE THAT REASONABLE VISUAL INSPECTION WOULD FAIL TO DISCLOSE IT, THEN THE CLAIM MUST BE MADE WITHIN FIVE (5) DAYS AFTER THE BUILDER LEARNS OF THE DEFECT. MID -WEST STEEL WILL NOT BE LIABLE FOR ANY DEFECT UNLESS CLAIM IS MADE WITHIN ONE (1) YEAR AFTER DATE OF THE ORIGINAL SHIPMENT BY MID -WEST STEEL TO BUILDER OR HIS CUSTOMER. MID -WEST STEEL WILL BE GIVEN A REASONABLE OPPORTUNITY TO INSPECT DEFECTIVE MATERIALS UPON RECEIPT OF CLAIM BY BUILDER. IF A DEFECT IS OF SUCH NATURE THAT IT CAN BE REMEDIED BY A FIELD OPERATION AT THE JOB SITE WITHOUT THE NECESSITY OF RETURNING THE MATERIAL TO MID -WEST STEEL, THEN UPON WRITTEN AUTHORIZATION OF MIO -WEST STEEL THE BUILDER MAY REPAIR OR CAUSE THE MATERIAL TO BE REPAIRED AND MID -WEST STEEL WILL REIMBURSE THE BUILDER FOR THE COST OF THE REPAIR )N ACCORDANCE WITH THE WRITTEN AUTHORIZATION. ALL BRACING AS SHOWN AND PROVIDED BY MID -WEST STEEL FOR THIS BUILDING IS REQUIRED AND SHALL BE INSTALLED BY THE ERECTOR AS A PERMANENT PART OF THE STRUCTURE. TEMPORARY SUPPORTS, SUCH AS TEMPORARY GUYS, BRACES, FALSEWORK, CRIBBING OR OTHER ELEMENTS REQUIRED FOR THE ERECTION OPERATION WILL BE DETERMINED AND FURNISHED AND INSTALLED BY THE ERECTOR. THESE TEMPORARY SUPPORTS WILL SECURE THE STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST LOADS COMPARABLE IN INTENSITY TO THOSE FOR WHICH THE STRUCTURE WAS DESIGNED, RESULTING FROM WIND, SEISMIC FORCES AND ERECTION OPERATIONS, BUT NOT THE LOADS RESULTING FROM THE PERFORMANCE OF WORK BY OR THE ACTS OF OTHERS, NOR SUCH UNPREDICTABLE LOADS AS THOSE DUE TO TORNADO, EXPLOSION OR COLLISION. (SECT. 7.9.1 AISC CODE OF STANDARD PRACTICE, STH ED.) PRODUCT CERTIFICATIONS MID -WEST STEEL BUILDING COMPANY IS A MEMBER OF THE METAL BUILDING MANUFACTURERS ASSOCIATION. MID -WEST STEEL BUILDING COMPANYS FABRICATION AND PRODUCTS ARE COVERED BY ONE OR MORE OF THE FOLLOWING CERTIFICATIONS: 1. APPROVED FABRICATOR OF PREFABRICATED BUILDINGS AND COMPONENTS. REFERENCE ICBO REPORT NO. FA -337 2. S°CCI COMPLIANCE REPORT NO. 9461A 3. AISC METAL BUILDING CERTIFICATION PROGRAM i 4. CITY OF HOUSTON APPROVED FABRICATOR (REGISTRATION NO. 164) 5 WISCONSIN PRODUCT APPROVAL NUMBER 950075-M 6. CLARK COUNTY, NEVADA APPROVED FABRICATOR 7. CITY OF LOS ANGELES, CALIFORNIA APPROVED TYPE 1 FABRICATOR (LA (1604) 8. CANADIAN WELDING BUREAU CERTIFICTION TO CSA STANDARD W47.1 IN DIVISION 1 (SYMBOL PY72(HOUSTON, TX)) 9. TEXAS DEPT. OF INSURANCE PRODUCT EVALUATION RC -34 APPROVAL NOTES ' THE FOLLOWING CONDITIONS APPLY IN THE EVENT THAT THESE DRAWINGS ARE USED AS APPROVAL DRAWINGS: A) IT IS IMPERATIVE THAT ANY CHANGES TO THESE DRAWINGS: 1) BE MADE IN CONTRASTING INK. 3) HAVE AL INSTANCES OF CHANGE CLEAR[ Y INDICATED. 2 BE LEGIBLE AND UNAMBIGUOUS. B) DATED SIGNATURE IS REQUIRED ON ALL PAGES. C) MANUFACTURER RESERVES THE RIGHT TO RE -SUBMIT DRAWINGS WITH EXTENSIVE OR COMPLEX CHANGES REQUIRED TO AVOID MISFABRICATION. THIS MAY IMPACT THE DELIVERY SCHEDULE. D) APPROVAL OF THESE DRAVNGS INDICATES CONCLUSIVELY THAT MID -WEST STEEL HAS CORRECTLY INTERPRETED THE CONTRACT REQUIREMENTS, AND FURTHER CONSTITUTES AGREEMENT THAT THE BUILDING AS DRAWN, OR AS DRAWN WITH INDICATED CHANGES REPRESENTS THE TOTAL OF THE MATERIALS TO BE SUPPLIED BY MANUFACTURER, E) ANY CHANCES NOTED ON THE DRAWINGS NOT IN CONFORMANCE WITH THE TERMS AND REQUIREMENTS OF THE CONTRACT BETWEEN MANUFACTURER AND ITS CUSTOMER ARE NOT BINDING ON MANUFACTURER UNLESS SUBSEQUENTLY SPECIFICALLY ACKNOWLEDGED AND AGREED TO IN WRITING BY CHANGE ORDER OR SEPARATE APPROVAL. DISAPPROVAL. C REJECTIOTURER N. OR (MERE REVIEW ZES THAT BOF THE DRAWIBER STA PS NGS SUBMNTTED. HOWEVER, ELY USED FOR INDICATING DOES NOT ACCEPT CHANGES OR ADDITIONS TO CONTRACTUAL TERMS AND CONDITIONS THAT MAY APPEAR WITH USE OF A STAMP OR SIMILAR INDICATION OF APPROVAL, DISAPPROVAL, ETC. SUCH LANGUAGE APPLIED TO CONSIDERED AS UNACCEPTABLE ALTERATIONS TO THESE DRAWING NOTES, AND MANUFACTURER'S DRAWINGS BY THE CUSTOMER, ARCHITECT, ENGINEER, OR ANY OTHER PARTY WILL NOT ALTER THE WILL BE CONTRACTUAL RIGHTS AND OBLIGATIONS EXISTING BETWEEN MANUFACTURER AND ITS CUSTOMER, GENERAL NOTES. THE STRUCTURE UNDER THIS CONTRACT HAS BEEN DESIGNED AND DETAILED FOR THE LOADS AND CONDITIONS STIPULATED IN THE CONTRACT AND SHOWN ON THESE DRAWINGS. ANY ALTERATIONS TO THE STRUCTURAL SYSTEM OR REMOVAL OF ANY COMPONENT PARTS, OR THE ADDITION OF OTHER CONSTRUCTION MATERIALS OR LOADS MUST BE DCNE UNDER THE ADVICE AND DIRECTION OF A REGISTERED ARCHITECT, CIVIL OR STRUCTURAL ENGINEER. MID -WEST STEEL BUILDING COMPANY WALL ASSUME NO RESPONSIBILITY FOR ANY LOADS NOT INDICATED. THIS METAL BUILDING IS DESIGNED WITH MID -WEST STEEL BUILDING COMPANYS STANDARD PRACTICES WHICH ARE BASED ON PERTINENT PROCEDURES AND RECOMMENDATIONS OF THE FOLLOWING ORGANIZATIONS AND CODES. 1. AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2. AMERICAN IRON AND ST F1 INCTITIITi'• 'SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" 3. AMERICAN WELDING SOCIETY: 'STRUCTURAL WELDING CODE' AWS DIA. 4. METAL BUILDING MANUFACTURER'S ASSOCIATION: 'LOW RISE BUILDING SYSTEMS MANUAL' 5. INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS: -UNIFORM BUILDING CODE - BUILDING DESCRIPTION: ENDWAIL FRAMF TYPE BASIC SIZE: WIDTH LENGTH HEIGHT ROOF PITCH LEFT RICHT BLDG. ' I 4'- �" LO I; o, 14- p,L I : )2 Dt1RU14� P1GAtfcUu6 FQ.a�6 PTLwE BLDG. ' MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICA710N OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY PRIMA GID BLDG. STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM OR 72 .FRA FLANGES WITH THICKNESSES OF ONE INCH OR LESS AND WROTH OF 12' OR LESS CONFORM TO A-529 BLDG. ' WITH A MINIMUM YIELD POINT OF ARE OTHER 55,OCO psi. FLANGES GREATER THAN 1' IN THICKNESS OR 12' IN WIDTH CONFORM TO A-572 WITH A MINIMUM YEILD PARTS THE PROJECT NOT PROVIDED BY MID -WEST STEEL SUCH AS FOUNDATIONS, MASONRY WALLS. IN O CASE OULD ALUME EEL COPPER WARNING' AVENHARMFULSCORROSIONVEFFECTSTON THENELS BE ALUMNUMSZNCNAL ALLOY COATING WHENNTH EAD THEYOAREOUSED INTH CONTACTNI10H CALVALUME STEEL PANELS. EVEN RUN—OFF FROM COPPER FLASHING, WIRING. OR TUBING ONTO CALVALUME SHOULD BE AVOIDE(' BAY CND r101t SHE[nmc: BLWIF TYPE N911,00h: - ILL AIIC Udo 'ic.lAa ' RjQ L OpTIEI LUHJ ROC' NOK M BY WANIfACTURER C� or Oml Wal Roof CD 11µE O LA -25 C D OF THE LOCAL BUILDING DE T. ROOF DEAD LOAD ?-0 2LL�4 'PBI' FAIJEL ,dASu ERP' TAPE SEAL:°' ' IR V: (i• POP RKIS Al sPuasl 5CAEK Iwc CAPKOO MCNOR Da Is . DRAWING INDEX 25 C.LUAU. G P RARE MEYBCR( •f 12 c 14 I snip{ s 14 F I 16 Go (� i.�-6P' CAVE RARE 10 R00f: salol RAA[ TO WALL: sola or on'ERS n[s 26 C. L1/A QUTTER GUIrEA IO ROOF: smi arTER srRAPs. salol PRIMARY FRAMING �LIL0 PSF 411 NO 76 G IJ/�. OOIW2 ODINER TRY; snTOl RARE MDI: xS xs 26 Go 5{i C (ZA` CORNER AODnNµ UARURf4 76 Co 6-P i:.�n1ZA.` 6. SOUTHERN BUILDING CODE CONGRESS INTERNATIONAL• 'STANDARD BUILDING CODE' AOlA 7. BUILDING OFFICIAL AND CODE ADMINISTRATORS INTERNATIONAL, 'BOCA NATIONAL BUILDING CODE' BUILDING LOADS 8. NATIONAL BUILDING CODE OF CANADA THIINDICATED ANIS TO D THIS IS DESIGNED UTILIZING THE LOADS U� SIT T MATERIAL PROPERTIES OF STEEL PLATE USED IN THE FABRICA710N OF PRIMARY RIGID FRAMES, AND OTHER PRIMARY PRIMA GID THIS CERTIFICATION IS LIMITED TO THE STRUCTURAL DESIGN OF THE FRAMING AND COVERING PARTS STRUCTURAL EXCLUSIVE OF COLD -FORMED SECTIONS, CONFORM TO ASTM OR 72 .FRA FLANGES WITH THICKNESSES OF ONE INCH OR LESS AND WROTH OF 12' OR LESS CONFORM TO A-529 MANUFACTURED BY MID -WEST STEEL AND AS SPECIFIED IN THE CONTRACT. ACCESSORY ITEMS SUCH AS DOORS, WINDOWS, LOUVERS, TRANSLUCENT T PANELS, VENTILATORS ARE NOT INCLUDED. ALSO EXCLUDED WITH A MINIMUM YIELD POINT OF ARE OTHER 55,OCO psi. FLANGES GREATER THAN 1' IN THICKNESS OR 12' IN WIDTH CONFORM TO A-572 WITH A MINIMUM YEILD PARTS THE PROJECT NOT PROVIDED BY MID -WEST STEEL SUCH AS FOUNDATIONS, MASONRY WALLS. POINT OF 50,000 psi. WEB MATERIAL CONFORMS TO ASTM -A36 MODIFIED WITH A MINIMUM YIELD POINT OF 46,000 IC AND THE ERECTION AND INSPECTION OF THE BUILDING. THE BUILCiNG SHOULD BE ERECTED MECHANICAL LY DE psi. MATERIAL PROPERTIES OF PIPE SECTIONS CONFORM TO ASTM -A53 TYPE E, GRADE 8 WITH A MINIMUM YIELD POINT OF 35,000 DESIGNED ON A PROPERLY DESIGNED FOUNDATION IN ACCORDANCE WITH MID -WEST STEEL'S DESIGN MANUAL, THE ATTACHED DRAWINGS, AND GOOD ERECTION psi. MATERIAL PROPERTIES OF HOT ROLLED STEEL MEMBERS CONFORM TO THE REQUIREMENTS OF ASTM -A36 OR A572 PRACTICES. THE CONTRACTOR AND/OR ENGINEER OF RECORD IS TO CONFIRM THAT THESE LOADS COMPLY WITH REQUIREMENTS WITH A MINIMUM YIELD POINT OF 50,000 psi. MATERIAL OF THE LOCAL BUILDING DE T. ROOF DEAD LOAD ?-0 PROPERTIES OF COLD FORMED LIGHT GAGE STEEL MEMBERS CONFORM TO ASTM -A570 OR A607 PSF ( FOR ROOF PANELS AND PURLINS ) GRADE 55 MODIFIED WITH A MINIMUM YIELD POINT OF 57,000 psi. C01 L AT R I D AD 1060 NA pSF DRAWING INDEX MATERIAL PROPERTIES OF ROOF/WALL SHEETING, BASE METAL CONFORM TO ASTM -A792 GRADES D OR E WITH MINIMUM YIELD POINTS OF 50,000 psi AND 80,000 psi RESPCCIVELY, AS REQUIRED BY DESIGN. BOOF LIVE IOAn _ ISSUEPACE DESCRIPTION COATING OF BASE MATERIAL IS 55% ALUMINUM -ZINC ALLOY IN ACCORDANCE WITH AZ55 SPECIFICATIONS. PRIMARY FRAMING �LIL0 PSF C1 OF 1 COVER SHEET CABLE UTILIZED FOR BRACING CONFORMS TO ASTM A475. ROD AND ANGLE UTILIZED FOR BRACING MEMBERS CONFORM TO ASTM A36. SECONDARY FRAMING 'ZI. 0 PSF �I ROOF FRAMING PLAN STRUCTURAL JOINTS WITH A.S.T.M. A-325 HIGH STRENGTH BOLTS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ASSEMBLED AND THE FASTENERS TIGHTENED IN ACCORDANCE WITH 'TURN -OF -NUT" METHOD AUXILIARY LIVE I OAD -� PSF AS DESCRIBED IN THE NOTED. CALL OJONTTS WIN FOR LL BE ASSEMBLED WITHOUT WASHERSUCTURAL JOINTS USING A.S.T.M. 3UNL25 ESSAOTHERWISE-490 TNOTE0�3-85), UNLESS OTHERWISE GROUND SNOW IQAQ IIA PSF ( Ce ) ROOF SNOW (DAD N �� �_ PSF E3, E¢ SIDEWALL ELEVATIONS ALL STEEL MEMBERS EXCEPT BOLTS, FASTENERS AND CABLE SHALL RECEIVE ONE SHOP COAT OF IRON OXIDE CORROSION INHIBITIVE PRIMER, MEETING THE PERFORMANCE REQUIREMENTS OF TTP -636. -_ WINO I oAn $_ MPH, EXPOSURE G SHOP AND FIELD INSPECTIONS AND ASSOCIATED FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR, UNLESS Iwl ON `IT STIPULATED OTHERWISE IN THE CONTRACT. . AD o~§/�,}j�C BIW( c n IMPORTANC FACTORS S E(6 ENOWALL ELEVATIONS WIND LOAD 1.0 ' ` ' IT: SNOW LOAD SIA SAFETY COMMITMENT CJF PPElsMit+LOAD I•o 1:2 CROSS SECTIONS DTHfR umu 'Ti'esL�f bcin for PArmit are by definition not ' � MID -WEST STEEL BUILDING COMPANY HAS A COMMITMENT TO MANUFACTURE QUALITY BUILDING COMPONENTS THAT CAN SAFELY ERECTED. HOWEVER, i6 tfl,at,(yEaL0�01r(l�li �i pFiylrkings I THE SAFETY COMMITMENT AND JOB SITE PRACTICES OF THE ERECTOR ARE BEYOND THE CONTROL OF MID -WEST STEEL BUILDING COMPANY. f are not identified. drawin �S(J(iDd IIFoclifr;iCilOnll + f SI o2 GENERAL DETAILS IT IS STRONGLY RECOMMENDED THAT SAFE WORKING CONDITIONS AND ACCIDENT PREVENTION PRACTICES BE THE TOP JE A hl� INFORMATION can be considers all PRIORITY OF ANY JOB SITE. LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS SHOULD ALWAYS BE FOLLOWED TO HELP INSURE a, f4 ACCESSORY DRAWINGS WORKER SAFETY. MAKE CERTAIN ALL EMPLOYEES KNOW THE SAFEST AND MOST PRODUCTIVE WAY OF ERECTING A BUILDING. 812 X 11) NSN SHEETS -PLEASE ORCLE ONES THAT ARE APPUCABLE' EMERGENCY PROCEDURES. SHOULD BE KNOWN TO ALL EMPLOYEES. DAILY MEETINGS HIGHLIGHTING SAFETY PROCEDURES ARE ALSO RECOMMENDED. THE USE OF HARD HATS, RUBBER 51 52 S3 S4 SS S6 57 58 SSI SIO SI1 SI2 SI3 SI4 SIS SI6 FI F2 ANCHOR BOLT PLAN SOLE SHOES FOR ROOF WORK, PROPER EQUIPMENT FOR HANDLING MATERIAL, AND SAFETY NETS WERE APPLICABLE, ARE RECOMMENDED. S17 518 SI9 S20 521 522 S23 S24 S25 S26 526A 527 S28 S29 S30 S31 S32 S33 S34 S35 S36 S37 538 S39 S40 S41 S42 S43 S44 S45 S46 S47 S48 549 S50 S51 S52 553 S54 S55 S56 557 S58 S59 S60 561 S62A 5628 BLDG. DETAILS S63 S64 565 S66 S67 S68 569 S70 571 572 573 S74Lft '?' I OM 5-4-1 DM 5-23 . e �, , t BUTTE gtJILpM4ii DEPARTMEN' APPROVED FDR_ APFROVAy THESE DRAYAMM BEND FCR APPROVAL ARE BY DEFNTION NOT FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEW PURPOSE Is TO CONFIRM PREFER INTERPRETATION OF THE PRO.ECT DOCUMENTS. ONLY DRAWNGS ISSUED TOR CONSTRUCTION' CAN BE CONSIDERED AS COMPLETE, Ei yy�t�KLtQ uLt• THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN THAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAWINGS ISSUED" FOR CONSTRUCTION - CAN BE CONSIDERED AS COMPLETE. FOR CONCTRINcnON- FINAL DRAWINGS ii�Gjt!ill'ZiiS::...J st;;::;1`a`i;+i�+,:T ii ;!(�;ie 4.r iy{iG":•i.its! .w .., u,l�(.....-aidc;9?4.1...1R•..4. BUILDING .::i ' .._ ... .. .... .. .. ... .. 49NS L ICBO APPROVED FABRICATOR REPORT NO. FA -337 THIS REPORT IS SUBJECT TO RE—EXA REVISIONS, AND POSSIBLE CANCELLATI 7 MID—WEST STEEL BUILDING COMPANY �J 73M rA"v • HOUSTON TELLS • P.O. am 10.131 2P 77011 (713) 44-1711 IP Into I wsawrcm COIR SHEETCOWR SHEET I SZE SEE BUILDING DESCRIPTION L. zs I RK I I N/A 1 1$4-11'105611 Cl OF I 9 fV 0 - � J W W H .LL O F - TZ) 9 O iD O .a b ' (V A i 1 • 2i 3 60'-0" OUT/OUT OF STEEL 20'-0" 20'-0" I i i i ANCt10R DOLT DIAMETERS HAVE DEEN DESIGNED BY TFIE METAL 4 BUILDING MANUFACTURER BASED. ON RISC METHOD 4WTH COMBINED - SHEAR AND TENSION. DEVELOPMENT, EMBEDMENT AND HOOK LENGTH OF ANCHOR BOLTS IN, THE CONCRETE ARE DESIGN RESPONSIBILITY OF OTHERS. ALSO DESIGN OF SHEAR ANGLES, TENSION PLATES, HAIRPINS, AND ANY 1 1/2" OTHER EMBEDDED MATERIAL IN THE CONCRETE SHALL BE DESIGNED AND PROVIDED BY OTHERS. 20'-0" NOTE: ANCHOR BOLT PROJECTION IS FROM BOTTOM OF BASE PLATE, UNLESS GROUT IS REQUIRED. r BP -D �* BP -E BP -E BP -F BP -C BP -G O � 2 m I 0 t. ''il•Ias in that drawl comp) BP -13 BP -H r J BP -A BP -K _ BP -K BP -J iT NO DATE 1 V•i ANCHOR BOLT SETTING PLAN (N. T. S)ICBO APPROVED FABRICATOR _ REPORT NO. FA -337 THIS REPORT IS SUBJECT TO RE-EXAMINATION, REVISIONS, AND POSSIBLt CANCELLATION. GENERATED 11 as a minhn 3s issued " tQ." BUTTE COUNTY BUILDMIO DEPARTMETI"f APPROVED FOR PERMIT 36 € n TGT• Permit, a, -e by do;inition nmt final 1111, piece: markings. are not identified. Only For Construction" can be considered as epTQFE R3� . M 25 Exffi. 9 MAR 11 STEEL LINE 1 112 2 1/4 31/2 2 114 — _- CONC. LINE -. GRID 10 1 1/2 N M N -- 1 1/2 (NP) 2 1/4 31/2 2 1/4 0 — �' CONC. LINE STEEL LINE iii GRID GRID T. T I M N � , 1 1/2 (NP) r r N M N 00CONC. CONC. LINE LINE � � CONC. LINE GRID ' �— STEEL LINE 10 STEEL LINE STEEL LINE DETAIL "BP -A" (2) 3/4" AB DETAIL "BP -B" (2) 314" AB DETAIL "BP -C" (2) 314" AB DETAIL "BP -D" (2) 314" AB DETAIL "BP -E" (2) 314" AB L'v U� GRID 21/4 31/2 21/4 11/2 � f J� 1 STEEL LINE —� 13/4 13/4 1 T—T CONC. LINE 0 21/4 31/2 21/4 11/2 I 21/4 31/2 21/4 11/2 IT MID)L T GRID g M K�E co 1 $ i C� iCR!;1L, try p A r bei IT(� L G l%i CStta t;/i gat ei L1/4 p + r :•.eF LbjnliSi r1 ICI 9J� fOSTEEL(II�$1 ar S2Y , , . - illy CONC. LINE CONC. LINE CONC. LINE I 0 31/2 2 1/� y2� tiii"(jUr •, P 'Issued , 1�;E�'CONO�L1 �� C4 $IdBr@d a$ r �cnstruction can be STEEL LINE dra'diil� STEEL LINE STEEL LINE —� e48.1 GRID GRID DETAIL "BP -F" (2) 3/4" AB DETAIL "BP -G" (2) 314" AB DETAIL "BP -H" (2). 314" AB DETAIL "BP4' (2) 314" AB DETAIL "BP -K" (2) 314" AB STEEL LINE f 3/4 0" AB (TYP) ll 1/2 e" AB (TYP) �• 3.49 3.49 5.04 1.50 f ?"FE3� WALL PANEL T ��� ��L A• INSIDE CLOSURE 31/2 ; 9.84 9.84 4.65 2.52 J" BASE ANGLE } DL + LL DL + WL � I � (FIELD ATT.) STEEL LINE ♦ 2114 ♦ ♦ C'MAIN FRAME REACTIONS (KIPS) Xp' 9-30-99 m FIN. FUR. STEEL t N �� ' IC80 APPROVED FABRICATOR t �, MAR '.' %' (v"t REPORT NO. FA -337. ?;� CMI THIS REPORT IS SUBJECT TO RE—EXAMINATION. . , `s BU BV ®EPR 1510NS, AND POSSIBLE CANCELLATION. , RDE MID—WEST STEEL BUILDING COMPANY O 7101 fA1RNEW - HWSION. IEXAS • F0 6Ox 4033; ' OPENING'SWIDTH s _ WALK DOOR WIDTH PRO DATE CRIPTION BY CI< T�� '.. �.._.. ZIP 77041 1713) 466-7756 ZIP 77.40 .. I _ Description : Anchor Bolt Details & Reactions WIDTH + 3112" DOOR WIDTH + 2112 _ _ Size: 40'-0` x 60`-0` x 14'-0" LL: 21 psf, UBC 94-C, Vul: 80 ilipli " __ — _ Customer: GENERAL STEEL Location : PALMERO, CA — SECTION AT EDGE OF CONCRETE FRAMED OPENING AB LAYOUT WALK DOOR AB LAYOUT RN. BY ris CIM Y H DATE SCALE QUO NO OB l 0 SHE N'6 ISSl7E- oiliee N.s4-O7zoss F2 of p GENERATED IN HOUSE' Release 3d 5" 12 A 1 I j 51-0 3/16" 4'-11 1/2" 20'40 13/16" 5'-0 3/16" 4'-0 1/4" B t TYPICAL HALF FRAME CROSS SECTION (N. T. S) IC ORT NO.. FABRICATOR Abbreviations: A=815/16" 'B = 1'-0 11/16" REPTHIS REPORT IS SUBJECT TO RE—EXAMINATION, REVISIONS, AND POSSIBLE CANCELLATION. 1 t 3 ' 3 I N t I.) ALL CONNECTION BOLTS ARE CONNECTION SCHEDULE 112'0 X I' CAD. PLATED --j T r E Permit: 12 12 12 I? "' 2.) MEMBER SIZES SHOWN ARE NOMINAL. hose drawings, being for Perp µ�,N�l0 GA��Lfinal F Ali �jin that, as a minimum, Pipe�'��It3��cP��$ �f�l, pniy ' � wings issued "For Constru04raM ftnsidered as ' plate." 6 IIAJdcd cod�. R— DFrAIL BUTTE COUNTY Mark Bolt Qty 8 Size XP.0-30-99 s, MAR 1.:. 19 TT0 `°� ���.^ CIVIL e 1� f 1 45I <J -- (2) 3/4" AB IF (8) 3/4" x 3" A325 r (8) 3/4" x 2',24 A325 =� MEMBER LOCATION MATERIAL _r EAVE STRUTS END BAY 8 ES X Ili Ca (U.N. x o EAVE STRUTS INT'R. BAY 8 ES X 14 Go. (U.N.) PURLINS END BAY 8 Z 212 X Iv Ca. (U.N.) x PURLINS INT'R.. BAY 8 Z 212 X 14 Ca. (U.N. GIRTS (S/W) ENO BAY 8 Z 212 X 15 Go. (U.N.) T � GIRTS (S/W) INT -R. BAY 8 Z 212 X I& Co. U.N.) r. /� GIRTS (E/W) ENO BAY 8 Z 212 X Iy Ca. (U.N.) t� J GIRTS (E/W) INT'R. BAY 8 Z 212 X I(a Ca (U.N.) .I Li L Jl RAFTERS LEFT END SC 312X It, Co. t%C-f RAFTERS RIGHT END SC 34 X I(# Go. COR. COLUMN LEFT END 8 C 312 X Ili Co. (U.N. E/W COLS. LEFT END 8 C 312 X 13 Go. (U.N.) COR. COLUMN RIGHT END 8 C 312 X Ili Go. (U.N.) 3 3 E/W COLS. RIGHT ENO 8 C 312 X 13 Co. (U.N.) I12 1"L I2 JAMBS OPENINGS 8 C 9,Z X i- Ca. (U.N.) HEADERS OPENINGS 8 C 36 X Ili Ca. (U.N.) 11 FLN'G. BRACE FRAMES b - 2 X 2 x 14 Ca RAKE ANGLE RAKE 6 - 4 X 2 X 16 Ga liol-ES BASF , N L A fb A 94'2 X 16 Co. NO DATE DESCRIPTION BY CK O MID -WEST STEEL BUILDING COMPANY rZ Paph r r -I 7361 FaIFwEW • HOUSION. I[XAS • PO 8O[ 40519 ZIP 77041 (713) 466-7788 ZIP 77240 Description : Frame Cross Section Size : 40'-0" x 60'-0" x 14'-0" LL: 21 osf. UBC 94-C. WL: 80 Inoh TIS I i 1811348 1 N.T.S I I 84-172056 1 E2 of NOTES: I N t I.) ALL CONNECTION BOLTS ARE 1 1 112'0 X I' CAD. PLATED --j T r E Permit: MACHINE BOLTS. UNLESS NOTED "' 2.) MEMBER SIZES SHOWN ARE NOMINAL. hose drawings, being for Perp µ�,N�l0 GA��Lfinal F Ali �jin that, as a minimum, Pipe�'��It3��cP��$ �f�l, pniy ' � wings issued "For Constru04raM ftnsidered as ' plate." 6 IIAJdcd cod�. R— DFrAIL BUTTE COUNTY BUILDS IDEPARTMEN" XP.0-30-99 s, MAR 1.:. 19 APPROVES `°� ���.^ CIVIL NO DATE DESCRIPTION BY CK O MID -WEST STEEL BUILDING COMPANY rZ Paph r r -I 7361 FaIFwEW • HOUSION. I[XAS • PO 8O[ 40519 ZIP 77041 (713) 466-7788 ZIP 77240 Description : Frame Cross Section Size : 40'-0" x 60'-0" x 14'-0" LL: 21 osf. UBC 94-C. WL: 80 Inoh TIS I i 1811348 1 N.T.S I I 84-172056 1 E2 of 4 GIRTS ! 3 GIRTS T�' GIRTS I ZSL-201 ;j ZSL-202 ZSL-201 m (TYP. THIS BAY U.N.) (TYP. THIS BAY U.N.) (TYP. THIS BAY U.N.) m N o 0 U I 9 x DS1B x DS1B DS1B x io W 0 r Q r n SIDEWALL FRAMING AT LINE "D" (N, T. S) NOTE: Field Slot Girts For Bracing. ETX-20 i � • i 'i 4 4 4 4 4 4 4 4 C 4 4 4 4 4 4 4 4 4 4 4 20'-0" 20'-0" 20'-0" 60'-0" OUT/OUT OF STEEL 1 SIDEWALL FRAMING AT LINE "D" (N, T. S) NOTE: Field Slot Girts For Bracing. ETX-20 l SIDEWALLSHEETING AT LINE "D" (N. T S) ICBO APPROVED FABRICATOR REPORT NO, FA -337 THIS REPORT IS SUBJECT TO RE—EXAMINATION, REVISIONS, AND POSSIBLE CANCELLATION. Bl}TTE CAUN7h BUILOM DEPARTMEW APPR_ 0 VE001 rOR PERM17 Qr dein;` . �,r,� q are, by definition not final 'These CCBL1�4"s1C'S, ��,C w Pec in that, as a rninir'i;Di.:: o�'� )�zal�:i��gs are not id®ntiiied. Only drawings issued "For Construction" can be considered as comp1ete." i 'i 4 4 4 4 4 4 4 4 C 4 4 4 4 4 4 4 4 4 4 4 l SIDEWALLSHEETING AT LINE "D" (N. T S) ICBO APPROVED FABRICATOR REPORT NO, FA -337 THIS REPORT IS SUBJECT TO RE—EXAMINATION, REVISIONS, AND POSSIBLE CANCELLATION. Bl}TTE CAUN7h BUILOM DEPARTMEW APPR_ 0 VE001 rOR PERM17 Qr dein;` . �,r,� q are, by definition not final 'These CCBL1�4"s1C'S, ��,C w Pec in that, as a rninir'i;Di.:: o�'� )�zal�:i��gs are not id®ntiiied. Only drawings issued "For Construction" can be considered as comp1ete." Z W O Ix YLxU B A 0 0wU x x XR-401-R ZSS-301 \ ZSS-302 1 ZSS-301 7,SS-30V L 12'-0" L 16-0" 40'-0" OUT/OUT OF STEEL 1 ENDWALL FRAMING AT LINE "I" NOTE: Field Slot Girts For Bracing. Abbreviations : A = V-8 1/2" I 1 1 ' 1 � � 1 .._ ;�„�.�...a:.�,�:;;,•.,+�.:a ..._w:.., w _ .;,..< ...x..,;.11....,,..: .. XR-401-L ZSS-301 ZSS-301 12'-0" D } O A PBX RRTX- 10 X I . � I 4 I I I . a I I o' I � I I I , TS) - ENDWALL SHEETING AT LINE "1 " ICBO APPROVED FABRICATOR REPORT NO. FA -337. THIS REPORT IS SUBJECT TO RE—EXAMINATION, REVISIONS, 'AND POSSIBLE CANCELLATION. N:T.51 FOR PERMIT S -or Permit: "These drawings, being for p;)rrp ii, are by definition not sinal in that, as a minimum, Pince markings are not identified. Only drawings issued "For Construction" can be considered as complete." a QROFESS� ; BUTTE COUVT1 �@�'�EL R• M�9��y BUt1, WG DEPARTME c AP ROVED ��` cfwn XR-401-R l� ZSS-301 ZSS-301 B CID 0r4 W j X ZSS-302 1 \ � \ SS -30V I / \ XR-401-L ZSS-301 ZSS-301 D O U U x 12'-0" 16'-0" 12,_0" I 40'-0" OUT/OUT OF STEEL TRTX-1 PBX ' O 1 1 RTX -10 RTX710 / RTX -11 I ENDWALL FRAMING AT LINE "4" (N. T. S) ENDWALL SHEETING AT LINE "4" (N. T. S) NOTE: Field Slot Girts For Bracing. Abbreviations : A = V-8 1/2" ®� PERM17 I ror Permit: "These drawings, being for Permit, are by definition not final in that, as a mirlirti:ur!t, 000e marikings are not identified. Only drawings issued "Por Construction" can .be considered as complete." 'QROFESS/� AleZi BUTTE COUJVT� a C-30025 j �U�LOG DEPART `+'"a'L� DEPARTMENT p' '3 9R APPR • I a O VE -9Clva_ Q� CALIF i - REVISIONS NO DATE DESCRIPTION BY CKN\ MID -WEST STEEL BUILDING COIv -I •9b 6 peawr h O 7501 Fa1fiNEW • t1WSI011. IE%.45 • PO 60% 107 ZIP 77041 (715) 466-7734 ZIP 772 Description : Endwall Framing ICBO APPROVED FABRICATOR size : 40'-0" x 60'-0" x 14'-0" LL: 21 psf, UBC 94-C, VVL: 80 ! REPORT NO.. FA -337 " Customer: GENERAL STEEL Location : PALMERO, CA THIS REPORT IS SUBJECT TO RE-EXAMINATION, — C)AW-B cx•oe DA E scAl QUOTE ten REVISIONS, AND POSSIBLE CANCELLATION. GENERATED IN HOUSE' Release 3d TIS osl}ee a.T.s 84-172056 E6 of EAVE STRUT ENDWALL RAFTER 00 m CORNER COLUMN ENDWALL COLUMN ENDWALL RAFTER I _ I _ (2) 5/8 x 112 r. A32 J ' 8 i } ' CORNER COLUMN ENDWALL COLUMN I DETAIL " A " DETAIL " B " CORNER COLUMN CONN. I ENDWALL COLUMN CONN. (4)5/8"x 2" H.T.B. DETAIL" D" PEAK CONNECTION i f } CORNER COLUMN *,CLIP GIRT GIRTSC5 CLIPCLIP XCL-1 XCL-2 4' DETAIL " G " GIRT CONNECTIONS I IM (2) 12" x 1" BUTTON HEAD BOLI ENDWALLCOLUMN GIRT i PIPCLIPXCL-1 CLIP XCL-2 1 USE (2)12' x 1 1/4' BUTTON HEAD BOLTS IF COL. IS USED AS JAMB. DETAIL " H " GIRT CONNECTIONS JAMB JAMB F HEADER �- (2)314 -ANCHOR BOLTS WITH WASHERS. /4 (BY OTHERS) CLIP XCL-3 CLIP / XCL-1 DETAIL " F " A (2)12, x 1' JAMB BASE CONNECTION JAMB ` BUTTON HEAD BOLTS. r PERMITDET 13/4 HEADER CONN. COLUMN I -or Permit: - (2)� AN OR�,0a ingsbi;a f,6iTt(2) trz x r , are by definition not final A307 MACH. BOLTS. 21/4 inigtPOEM a rniniiiij Die—o ri'art'in DETAIL"' C" PURLIN CONNECTION , ICBG APPROVED FABRICATOR REPORT NO. FA -337 THIS REPORT IS SUBJECT TO RE-EXAMINATION REVISIONS, AND POSSIBLE CANCELLATION. Construction" s a1v "011 an be considered Only CLIPdMNings' issued "For C 31/2 Ue ed aS complete." 2114 • s1 DETAIL "EBUTTE COU TY pROFE. S A. � COLUMN BASE CONNECTION BUIL ^G DEPAR NOTE, FIELD APPROVED 9_-14 � (2)1/2' BOLTS OR (4) #12 SCREWS AT EACH END AR 1::7 1998 ��n Cf�J(L• �-C L O MID -WEST STEEL BUILDING COMPANY 7301 FAIRVIEW r HOUSTON. IEXA; r P 0. 6Ux 403!; ZIP 77041 (713) 466-7738 ' ZIP 77240 ascription: Express Standard Sections ze : 40'-0" x 60'-0" x 14'-0' LL 21 psT, UBC 94-C, WL: 80 mph istomer : GENERAL STEEL kation : PALMERO, CA IN. B CK'D B ODATE SCAT QUOTE O 06 O 5 ET NO I ISS TIS nN 0}1}98 N.T.S 84.172056 S10( .( • I I - i � i r NOTE; ALL ERECTION BOLTS ARE 12D x 1" 12 2 CAD. PLATED MACHINE BOLTS UNL. NTD. 1 r 1 DET. "B" DET. "B" DET. 'C" DET. °D' DET. °C" DET. ID" DET.'A' DET. °A° 1: d - > DET. OET.'Ff = DET .'G" DET. 'J" W L Ly > c = w c DET 'E* DET.'E'DET. E DET. "F" VAR. VAR. VAR. VAR. VAR. VAR. VAR. OUT / OUT STEEL VAR. OUT /OUT STEEL ENDWALL ELEVATION (SHEETED SOLID) ENDWALL ELEVATION (WITH O.H. DOOR OPNG) EAVE STRUT ENDWALL RAFTER 00 m CORNER COLUMN ENDWALL COLUMN ENDWALL RAFTER I _ I _ (2) 5/8 x 112 r. A32 J ' 8 i } ' CORNER COLUMN ENDWALL COLUMN I DETAIL " A " DETAIL " B " CORNER COLUMN CONN. I ENDWALL COLUMN CONN. (4)5/8"x 2" H.T.B. DETAIL" D" PEAK CONNECTION i f } CORNER COLUMN *,CLIP GIRT GIRTSC5 CLIPCLIP XCL-1 XCL-2 4' DETAIL " G " GIRT CONNECTIONS I IM (2) 12" x 1" BUTTON HEAD BOLI ENDWALLCOLUMN GIRT i PIPCLIPXCL-1 CLIP XCL-2 1 USE (2)12' x 1 1/4' BUTTON HEAD BOLTS IF COL. IS USED AS JAMB. DETAIL " H " GIRT CONNECTIONS JAMB JAMB F HEADER �- (2)314 -ANCHOR BOLTS WITH WASHERS. /4 (BY OTHERS) CLIP XCL-3 CLIP / XCL-1 DETAIL " F " A (2)12, x 1' JAMB BASE CONNECTION JAMB ` BUTTON HEAD BOLTS. r PERMITDET 13/4 HEADER CONN. COLUMN I -or Permit: - (2)� AN OR�,0a ingsbi;a f,6iTt(2) trz x r , are by definition not final A307 MACH. BOLTS. 21/4 inigtPOEM a rniniiiij Die—o ri'art'in DETAIL"' C" PURLIN CONNECTION , ICBG APPROVED FABRICATOR REPORT NO. FA -337 THIS REPORT IS SUBJECT TO RE-EXAMINATION REVISIONS, AND POSSIBLE CANCELLATION. Construction" s a1v "011 an be considered Only CLIPdMNings' issued "For C 31/2 Ue ed aS complete." 2114 • s1 DETAIL "EBUTTE COU TY pROFE. S A. � COLUMN BASE CONNECTION BUIL ^G DEPAR NOTE, FIELD APPROVED 9_-14 � (2)1/2' BOLTS OR (4) #12 SCREWS AT EACH END AR 1::7 1998 ��n Cf�J(L• �-C L O MID -WEST STEEL BUILDING COMPANY 7301 FAIRVIEW r HOUSTON. IEXA; r P 0. 6Ux 403!; ZIP 77041 (713) 466-7738 ' ZIP 77240 ascription: Express Standard Sections ze : 40'-0" x 60'-0" x 14'-0' LL 21 psT, UBC 94-C, WL: 80 mph istomer : GENERAL STEEL kation : PALMERO, CA IN. B CK'D B ODATE SCAT QUOTE O 06 O 5 ET NO I ISS TIS nN 0}1}98 N.T.S 84.172056 S10( .( I SECTION A (SHN.) SECTION C (SHN.) SECTION B (OPP.) SECTION D (OPP.) 1 RIGID FRAME COLUMN OI 0 1 i I SIDEWALL GIRT i v t j NOTE: i FIELD ATTACH HEADER TO JAMBS WITH I (2)1!2" BOLTS OR (4) #12 SCREWS AT EACH END s I. I CLIP XCL-1 CLIP XCL-1 i CORNER COLUMN ENDWALL COLUMN b ENDWALL GIRT j O O N CLIP SGS CLIP XCL2 CLIP XCL-1 1 8 3 3/4 3 3/4 1/4 I • TYPICAL GIRT CONNECTIONS (BY PASS SIDEWALL GIRTS) • I �'fk,n�'ils q'::�vht' , r. ... _tet • • ......i •: w.r ,l CLIP SC -5 FIELD DRILL (2) 11/16" HOLES IN RAFTER FOR (2) 5/8" x 112 H.T.B. 12 1 D i XCL4 t 1 (FIELD DRILL EAVE STRUT FOR 2-9/16" HOLES) D '-C ' XCL-1 ENDWALL GIRT 1—A DOOR HEADER (MK XDH) �� E IRT I I (FIELD CUTSIDEWALL XCL2 (2)1/2" x U-1 XCL2 • BUTTON HEAD BOLTS XCL2 XCL3 XCL3 XCL3 SIDEWALL JAMB MK XSDJ OPENING WIDTH TYPICAL FIELD LOCATED SIDEWALL FRAMED OPENING I EAVE STRUT OPENING WIDTH TYPICAL FIELD LOCATED ENDWALL FRAMED OPENING XCL4 N + +11 1 3/4 3 3/4 I SECTION A (SHN.) SECTION C (SHN.) SECTION B (OPP.) SECTION D (OPP.) 1 RIGID FRAME COLUMN OI 0 1 i I SIDEWALL GIRT i v t j NOTE: i FIELD ATTACH HEADER TO JAMBS WITH I (2)1!2" BOLTS OR (4) #12 SCREWS AT EACH END s I. I CLIP XCL-1 CLIP XCL-1 i CORNER COLUMN ENDWALL COLUMN b ENDWALL GIRT j O O N CLIP SGS CLIP XCL2 CLIP XCL-1 1 8 3 3/4 3 3/4 1/4 I • TYPICAL GIRT CONNECTIONS (BY PASS SIDEWALL GIRTS) • I �'fk,n�'ils q'::�vht' , r. ... _tet • • ......i •: w.r ,l CLIP SC -5 - �JAMi'mOR PERMIT ( E" {. T= ryu IN -N 1314 �33/4 f OV ^� BUILDM DEPARTMEN SECTION A (SHN.) ror Permit. SECTION C (SHN.) SECTION B (OPP.) These dravlings, k8fioNfo� o?prr);it, are by definition not final RIGID FRAME COLUMN APPROVE[) in that, as a,r;lsnilrl, pica, ,iiar,zins are not identified. Only' drawings issued "f"or Construction" can he considered as complete," .srf J SIDEWALL GIRT CORNER COLUMN f ENDWALL COLUMN - ENDWALL GIRT � ¢ .025 m v n 0 0 0 N . o- o- ICBO APPROVED FABRICATOR ! `'4 �AtE.� , — — — — — REPORT NO. FA -337 FU THIS REPORT IS SUBJECT TO RE—EXAMINATION, SGAL1 � CLIP xc(z — ' CLIP xa-1 REVISIONS,, AND POSSIBLE CANCELLATION. REVISIONS 8 33/4 33/4, 1/4 NO DATE DESCRIPTION BY ICK O MID -WEST STEEL BUILDING COMPANY I Alk .98 roil vteh,T LS rN 7101 FAIRVIEW • HOIISION. TEXAS • PO BOX 40579 ZIP 77041 (713) 466-7788 ZIP 77'?40 Description : Express Standard Sections ( Size : 40'-0" x 60'-0" 0 14'-0" LL: 21 psf, UBC 94-C, WL: 96 m{)11 TYPICAL GIRT CONNECTIONS (FLUSH SIDEWALL GIRTS) — — — Customer_:____ GENERAL STEEL — ----- Location: PALMERO, CA ---- --- oai7-BY R'OB�--DATE �CaIE OUOTEITO, 09 A0 SHEET NO -1' -ISSUE GENERATED IN HOUSE' Release 3d T1s y, o�-u-ee �N.Ts 84-172056 I S2 of FIELD DRILL (2) 11/16" HOLES IN RAFTER FOR (2) 5/8" x 112 H.T.B. 12 1 D C DOOR HEADER MK XDH �-- ENDWALL GIRT 1 A (FIELD CUT) — — — XCL2 (2) 1/2"o x 9-1 XCL2 BUTTON HEAD BOLTS XCL3 / XCL3 ENDWALL JAMB MK XEC-02 OPENING WIDTH TYPICAL FIELD LOCATED ENDWALL FRAMED OPENING - �JAMi'mOR PERMIT ( E" {. T= ryu IN -N 1314 �33/4 f OV ^� BUILDM DEPARTMEN SECTION A (SHN.) ror Permit. SECTION C (SHN.) SECTION B (OPP.) These dravlings, k8fioNfo� o?prr);it, are by definition not final RIGID FRAME COLUMN APPROVE[) in that, as a,r;lsnilrl, pica, ,iiar,zins are not identified. Only' drawings issued "f"or Construction" can he considered as complete," .srf J SIDEWALL GIRT CORNER COLUMN f ENDWALL COLUMN - ENDWALL GIRT � ¢ .025 m v n 0 0 0 N . o- o- ICBO APPROVED FABRICATOR ! `'4 �AtE.� , — — — — — REPORT NO. FA -337 FU THIS REPORT IS SUBJECT TO RE—EXAMINATION, SGAL1 � CLIP xc(z — ' CLIP xa-1 REVISIONS,, AND POSSIBLE CANCELLATION. REVISIONS 8 33/4 33/4, 1/4 NO DATE DESCRIPTION BY ICK O MID -WEST STEEL BUILDING COMPANY I Alk .98 roil vteh,T LS rN 7101 FAIRVIEW • HOIISION. TEXAS • PO BOX 40579 ZIP 77041 (713) 466-7788 ZIP 77'?40 Description : Express Standard Sections ( Size : 40'-0" x 60'-0" 0 14'-0" LL: 21 psf, UBC 94-C, WL: 96 m{)11 TYPICAL GIRT CONNECTIONS (FLUSH SIDEWALL GIRTS) — — — Customer_:____ GENERAL STEEL — ----- Location: PALMERO, CA ---- --- oai7-BY R'OB�--DATE �CaIE OUOTEITO, 09 A0 SHEET NO -1' -ISSUE GENERATED IN HOUSE' Release 3d T1s y, o�-u-ee �N.Ts 84-172056 I S2 of r I 3 I ; (4) I'O' X QI' A325' 4'08[X311 .* 6'010[X311 8'012[X311 1 IE X 311 X 1'-2 4 O 8' CEE a X 1'-44 O 10- CEE X 1'-6'4 0.12' CEE I ENDWALL RAFTER SPLICE CONN. � II I I 4 5 It 5 34 4 4 13 4 4 13 • I COLUMN 12"0 X 1" M.B. (TYP.) c4 - - - v I I 14 1 I I N GIRT SHOP WELDED CLIPS W- 16 X 6 X 0'-10'2 FLUSH MAIN FRAME GIRT CONN. (LONG CLIP CONDITION) j EAVE STRUT E ' I (2) '2'0 X 1' M. BOLTS . 2 2 34 i (2) �'O X_lili' A325 LU , 'U n h { 11 � a ENDWALL' RAFTER CORNER COLUMN i CORNER COLUMN TO BEARING RAFTER CONN. EAVE STRUT E:= 1 (2) '2'0 X 1' M. BOLTS I -^ ' J.,L -JAMS CONN. ® FRAMED OPNGS. i HEADER I .. » «ww...J.M.ww�..'rN�•4"1w1- a- ... ":iv:%. � »n-r:�.r.. .. (LITTER CLIP rIER, CLOSURE AT 48' O.C. GUTTER - OVERFLOW AOT(FIELD KENO) DOWNSPOUT STRAPPOP RIVET SPLICE (IF REO'0) 0 OU SILL ANGLE FINISHED FLOOR STD. EAVE SECTION W/CUTER k DOWNSPOUTS RAKE TRIM 8 '_5 3/4" 1 3 4' PURLIN CU PL 6 X 3f6 X 0'4 I I 2'-5 3/4' 1/2"s 0'-1 MACH. BOLTS -J (6 REO -D) H 3/16 570 FLNG. BRACE ECT. NAME DIMENSIONS MEMBER PROPERTIES A GA. AREA Ix IV IS. (42 X2 x14 X 2 z 15 a 211 2ti .9 9 15 .962 9.099 1.771 2.098 6 % 25 Z t4 a 241 1 2'4 .933 14 1.013 9.536 t, 343 7.779 a x 212 13 8 2} ri .970 3 1.298 12.123 1.735 2.978 8 X 212 z 12 a Z) 2'e .990 12 1.461 13.399 1.963 3.341 10 X 2'1 Z 15 10 Zit ri 1.928 15 1.1. 13.4231.271 2.781 10 X 2'7 Z 14 10 2b ri .935 14 1.160 16.25a 1.343 3.112 10 X 2'1 Z 13 10 A 2`1 .970 13 1.4842 0.701 1.733 4.077 10 X 2'1 Z 12 10 a A .990 12 1.670 23.247 1.964 4.377 -2• i - 2'- 4' I 1 X�Zl FLNG. BRACEIP PL 3X 3X30/16 4'-11 1 /2" LAP - PURLIN CONNECTIONS a E.S. 16 2'-5 3/4- 1'-2 3/4" 1 3/4- '-4' I'-1' 1 3/4" 11.266 3 16 2' I3D T� B E.S. 14 B 3% S 1.090 14 1.301 1]390 3.342 2573 a E.S. S 12 a 3b S 1.168 12 1.873 19.056 S.Oa9 3.948 I PURLIN Clip A. 6 x 3/16 x 0'-7 RAKE ANGLE FLNG. BRACE-% O.S. CLOSURE E.W. PANEL 1/2.9 0'-1 MACH. BOLTS (6 REO'D) (4 2 X 2 X 14 GA.) - JSCREW AT 7'-2' 2' EACH MEMBER 2'_4 PURLIN FLNG. BRACE CHIP PL 3X 3X3/16 S-8 1/2" LAP - PURLIN CONNECTIONS B' `(2) 3'a' 0 X 1? A325 BOLTS '� + ENDWALL RAFTER ENDWALL COLUMN ENDWALL GIRT ENDWALL COLUMN TO RAFTER CONN. (® BEARING FRAME) CABLE BRACE BRACE GRIP: � / HILLSIDE WASHER FLAT WASHER HEX NUT - EYEBOLT WEB OF FRAME BACK UP PLATE MAY BE LOCATED AT EITHER SIDE OF WEB CABLE BRACE TO FRAMED TAI �� ��• �5p. DEQ A; . i ]TSXT 2'-5i LAP - PUR104 CONN CTWtf DRAWING STATUS RMSONS FOR APPROVAL• NO. DATE DESCRIPTION THESE ORAVANGS• BEING FOR APPROVAL. ARE BY DEFINITION NOT $I_( RrQ1�.1 FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT DOCUMENTS. ONLY ORAVANGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERWT� THESE DRAWINGS, BEING FOR PERMIT. ARE BY DEFINITION NOT FINAL IN THAT. AS A MINIMUM. PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAVANGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS COMPLETE. FOR CONSTRUCTION- FINAL CONST IrnON.FINAL DRAMNIM -Lu rurc A4LU 31 t LUMFUNENTS YIELD STRENGTH 570 NSI (iYP1 I SHAPE C 0 D ECT. NAME DIMENSIONS MEMBER PROPERTIES A GA. AREA Ix IV IS. eill a% '7 16 a 2� ri .913 16 .&W8.010 1.119 1.1140a X 2 z 15 a 211 2ti .9 9 15 .962 9.099 1.771 2.098 6 % 25 Z t4 a 241 1 2'4 .933 14 1.013 9.536 t, 343 7.779 a x 212 13 8 2} ri .970 3 1.298 12.123 1.735 2.978 8 X 212 z 12 a Z) 2'e .990 12 1.461 13.399 1.963 3.341 10 X 2'1 Z 15 10 Zit ri 1.928 15 1.1. 13.4231.271 2.781 10 X 2'7 Z 14 10 2b ri .935 14 1.160 16.25a 1.343 3.112 10 X 2'1 Z 13 10 A 2`1 .970 13 1.4842 0.701 1.733 4.077 10 X 2'1 Z 12 10 a A .990 12 1.670 23.247 1.964 4.377 lox 3 2 15 10 3% 3i .928 15 1.736 16.826 3.033 2.642 10 X 3 Z 14 10 311 3% .935 14 1.306 19.646 W 3093 1 z 13 10.9701 1,670 I 1 X�Zl 4930 t2 % lASt 30.480 ] 04 3.689 1 X 1. 412 �3%A % 2.Oa9 43.640 4.572 6.370 a E.S. 16 B ]ti S 1.061 16 1.090 11.266 2.970 2.007 I3D T� B E.S. 14 B 3% S 1.090 14 1.301 1]390 3.342 2573 a E.S. S 12 a 3b S 1.168 12 1.873 19.056 S.Oa9 3.948 10 E. S.14 10 3ti S 0.9021 14 1.447 22.663 3,600 3.023 10 E.S. 12 10 31! S 1.168 12 2.083 3.20405.472 3.3881 12 E. S.14 12 3` S 1.089 14 1.593 34.390 4.021 3.959 12 E.5. 12 12 31f S 1.168 12 2.292 49,17a 5,785 6.960 8 X 2 11 C 16 B 2'1 22 .778 16 .630 6.030 .697 1.760 C ED I p I D �' 8 X 2 '2 C 15 a 71 2' .797 15 .962 9.082 .7a9 2.012 e X 2'1 C 14 8 .807 14 LOIS 9.569 .832 2.171 a x 2 S C 12 8 2'7 25 .684 12 1.461 .1].624 1.194 3.406 B x 3 '1 C 16 B 3'2 35 .776 16 .972 9.972 1.573 1.808 8 X 3'1 C 14 a 3'1 34 .707 N 1.160 Masa1.x60 2.359 a X 3'1 C 12 8 h 34 .884 I2 1.670 16. a91+1 .707 ].371 10 X 312 C 12 10 3'2 3'1 .ego 12 1.880 26.403 2906 4.857 12 X 3'1 C IZ IZ 3'1 3'2 .890 12 2.090 43.676 3.065 6.287 PL�6XIX0'-71 IT II� T }'1 U-1 MACH. BOLTS J 2 Earg (4 REOU) ror' Permit: G BRACE 2X14GA.) ''These drawings, being or 2definition not final in that, as a'minimum, Piet mat I(tentr. ed. Only drawings issued "For Construction'�jconsidered as complete." X� C04KCIDIS o j-jTE vw ` T BUILDING DEP ARTMEN � QRaFEssr ,`LQ 1 oX tK olc ApP4�OVE ' ��� ct c - r� ICBO APPROVED FABRICATOR 9 - REPORT. NO.. FA -337. ,THIS REPORT IS .SUBJECT TO RE-EXAMI REVISIONS, AND POSSIBLE CANCELLATION. �w� CIVIL BY cX-D ® MID -WEST STEEL BUILDI r 7301 FAIIWW • NCUSIOIA TEXAS • P.0 BOX 40136 ZIP TANI (113) 466-7766 7IP 77740 DESCRIPTION STANDARD SECTIONS SIZE 569- owe.'CI` OISIOYER 6 1•l46L S 6L L I CUSL P.O. LOCATION LLhlcQo. CA I CAO By EM/DO. RS Y RM Y 84-11to51P S5 OF A ti PBR & R PANEL AT ROOF ;I SCREW SPACING NOTE: SCREW PATTERNS SHOWN SATISFY UL90 REOUIREMENTS FOR ROOF. I I 1 •' SECTION 3: BASIC MATERIAL SPECIFICATIONS i 13 ROOF AND WALL PANEL MATERIAL 11I Panel material as specified shall 4e 26 gouge galvanized sled. cooling designation G-90, w galvdume AZ53 as mon0oclured by 8ethichem Slee! Corporation, w equal, canfarminq to the requirements of ASTM A-792 Grade E w Grade 0. Minimum Tadd stra3s shall be 80.000 psi far Grade E ' and 50.000 psi for Grade 0. 3.12 Pond material as specified shall be 24 gauge galvanized steel, cooling designation G-90 or golvobme A255, confwming to the requirements of ASTM A792 Grade 0 w Gad• E. Minimum yield stress thou 0e 50,000 psi. Coble Bracing - Estra High Strength Strand per ASTM A475. . ` Rod w angle bracing conforms to ASTV A36. I CONNECTION BOLTS, L ' AO A-325 E.c•pt Pudins. Girls, Eove Slruls and Flange &aces ehich. we A-307 SKYLIGt r S r BUTTE C .BUILDING DI APPR PANEL ENDS AND 2' 12' 1 12' 12' INTERMEDIATE GIRTS ANEL END LAPS ONLY 2' 1 8' ,2' 1 2' 1 8' .2' 2' 8' . 2' 1 2" h I I I' I STITCH SCREW AT 20't O.C. + MEMBER SCREW SPACING (AS NOTED) "R" PANEL AT WALL OF PANEL MEMBER SCREWS STITCH SCREW a>o ^ TAPE SEALENT I a •�•c PFEORMU O ifN TTHICX (STD.) ROOF PANEL SKYLIGHT PANEL STRIP 4' OF INSULATION FOLD VAPOR BARRIEROVER PANEL EDGE ROOF FROM VAPOR BARRIER AND FOLD VAP BARRIER, BACK PANEL OPTIONAL INSULATION TRIM OVEI^- fEI_ i�Mit; INSULATION IF REO'D. PURLIN INSULATION IF REO'D. IS BY OTHERS, S 0 I " `�• 10N efinitioTi not final UNLESS NOTED. END LAP WITH INSULATION "These draW�Ua& AMR In that, as a mini, Wn 3It, 3 markings are not identified. Only "R' PANEL SCREW SPACING 1 tT 1 1 3'-C END LAP SCREW LAYOUT (CBO APPROVED FABRICATOR REPORT NO. FA -337. , THIS REPORT IS SUBJECT TO RE—EXAMINATION, REVISIONS, 'AND POSSIBLE CANCELLATION. DRAWING STATUS FOR APPROVAL - No, DATE THESE DRAWINGS. BEING FOR APPROVAL, ARE BY DEFINITION NOT 3•II.•gB PC(t FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROXCT DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT - THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN TIIAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED, OHL DRAWINGS ISSUED " FOR CONSTRUCTION " CAN Of CONSIDERED AS COMPLETE. ❑ FOR CO FINAL DRAWINGS. r r t �wS� MEM E (404 istructlon" can be considered as "P1- r 1 r 1 3'-D Lfj G MID SPAN SCREW LAYOUT C? Cs LEd "R' TRANSLUCENT ROOF PANELS ! -`� 025 6 Ox) IIID—WEST STEEL BUILDS -&A 7301 FAM1 • HOUSTON. TEXAS • P.D. BOX 403.56 21P 77041 (713) 466-7706 IF 77740 DESCRPT,ow STANDARD SECTIONS NONE I • 194-n20Sci I S4 DI 12' 12' I 12' .l 10' 2' 10' 2' 10' V PANEL FASTENER LOCATIONS DETAIL "A" (ALL MEMBERS EXCEPT AS NOTED) I 12' 12' 12' 2' 8' 2' 2' 8' 2' 2' 8' 2' PANEL FASTENER LOCATIONS DETAIL "A" (EAVE MEMBER, PEAK MEMBER AND PANEL ENDLAPS) 1' WIDE XhoTHICK MASTIC (OPTIONAL) MUST BE SPECIFIED ON THE WORK ORDER. MEMBER I� 5' ROOF SCREWS STITCH SCREW ,` TAPE SEALANT CONTINUOUS AT 20' D.C./? (FOR ROOF ONLY) TAPE SEALANT h X ih7 THICK (STD.) ' EXTENDED LEG ROOF (ON -PBR" PANEL ONLY) PANEL PURLIN DETAIL "A'° SECTION THRU PANEL ENOLAPS AND PEAK PURLIN "PBR" & "R" PANEL AT ROOF PBR & R PANEL AT ROOF ;I SCREW SPACING NOTE: SCREW PATTERNS SHOWN SATISFY UL90 REOUIREMENTS FOR ROOF. I I 1 •' SECTION 3: BASIC MATERIAL SPECIFICATIONS i 13 ROOF AND WALL PANEL MATERIAL 11I Panel material as specified shall 4e 26 gouge galvanized sled. cooling designation G-90, w galvdume AZ53 as mon0oclured by 8ethichem Slee! Corporation, w equal, canfarminq to the requirements of ASTM A-792 Grade E w Grade 0. Minimum Tadd stra3s shall be 80.000 psi far Grade E ' and 50.000 psi for Grade 0. 3.12 Pond material as specified shall be 24 gauge galvanized steel, cooling designation G-90 or golvobme A255, confwming to the requirements of ASTM A792 Grade 0 w Gad• E. Minimum yield stress thou 0e 50,000 psi. Coble Bracing - Estra High Strength Strand per ASTM A475. . ` Rod w angle bracing conforms to ASTV A36. I CONNECTION BOLTS, L ' AO A-325 E.c•pt Pudins. Girls, Eove Slruls and Flange &aces ehich. we A-307 SKYLIGt r S r BUTTE C .BUILDING DI APPR PANEL ENDS AND 2' 12' 1 12' 12' INTERMEDIATE GIRTS ANEL END LAPS ONLY 2' 1 8' ,2' 1 2' 1 8' .2' 2' 8' . 2' 1 2" h I I I' I STITCH SCREW AT 20't O.C. + MEMBER SCREW SPACING (AS NOTED) "R" PANEL AT WALL OF PANEL MEMBER SCREWS STITCH SCREW a>o ^ TAPE SEALENT I a •�•c PFEORMU O ifN TTHICX (STD.) ROOF PANEL SKYLIGHT PANEL STRIP 4' OF INSULATION FOLD VAPOR BARRIEROVER PANEL EDGE ROOF FROM VAPOR BARRIER AND FOLD VAP BARRIER, BACK PANEL OPTIONAL INSULATION TRIM OVEI^- fEI_ i�Mit; INSULATION IF REO'D. PURLIN INSULATION IF REO'D. IS BY OTHERS, S 0 I " `�• 10N efinitioTi not final UNLESS NOTED. END LAP WITH INSULATION "These draW�Ua& AMR In that, as a mini, Wn 3It, 3 markings are not identified. Only "R' PANEL SCREW SPACING 1 tT 1 1 3'-C END LAP SCREW LAYOUT (CBO APPROVED FABRICATOR REPORT NO. FA -337. , THIS REPORT IS SUBJECT TO RE—EXAMINATION, REVISIONS, 'AND POSSIBLE CANCELLATION. DRAWING STATUS FOR APPROVAL - No, DATE THESE DRAWINGS. BEING FOR APPROVAL, ARE BY DEFINITION NOT 3•II.•gB PC(t FINAL, AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROXCT DOCUMENTS ONLY DRAWINGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. FOR PERMIT - THESE DRAWINGS, BEING FOR PERMIT, ARE BY DEFINITION NOT FINAL IN TIIAT, AS A MINIMUM, PIECE MARKINGS ARE NOT IDENTIFIED, OHL DRAWINGS ISSUED " FOR CONSTRUCTION " CAN Of CONSIDERED AS COMPLETE. ❑ FOR CO FINAL DRAWINGS. r r t �wS� MEM E (404 istructlon" can be considered as "P1- r 1 r 1 3'-D Lfj G MID SPAN SCREW LAYOUT C? Cs LEd "R' TRANSLUCENT ROOF PANELS ! -`� 025 6 Ox) IIID—WEST STEEL BUILDS -&A 7301 FAM1 • HOUSTON. TEXAS • P.D. BOX 403.56 21P 77041 (713) 466-7706 IF 77740 DESCRPT,ow STANDARD SECTIONS NONE I • 194-n20Sci I S4 DI T r •I i 0 EDGE JOINT O L/2 NOTES O G) VL12 TYP. BOTH A -1 SIDES, O O 112LWFI n a7E• t A 16 G S-: 0.056 INCH 14 m A": 0.070 INCH 'I © x TYP Q 12 0, k': 0.096 INCH A 2_14 ;r • A - 1X I A) K L NOTCH C I Q L/2 I TYP. 3E TYPICAL COI D+M OOMEC110NB SECTION A -A I STRAIC -9 COLUMN TYPE 1 THIN. STRArA-ff COLUMN TYPE 2 ' ' SAME AS HAUNCH 1 ; THK. o 14 3 SEE NOTE I4. . SEE NOTE st6 > i• THK.>----'R--/_ G) OVER 38 z 2 NOTED 1. 316- FLANGES ARE NOT TO BE USED FOR WEB THICKNESS OF .14. OR OVER UNLESS SPECIFIED BY ENGINEERING. 2. WELD SIZE EQUALS TO THICKNESS OF WEB OR Q .. L/2 SEE NOTE 5. O FOR WEB THICKNESS OVER 36" ALL FILLET SIZES o 0 2;• p WELD BOTH SIDES OF WEB TO FLANGE 3 - . I TYP. © i _ FLANGE TO FLANGE OR FLANGE TO CONNECTION © 1, L/2 -® L/2 WELD WT. 3-6 OT 24• DEEP WEBS ' FLANGE � CLP ' FOLLWING CRITERIA: TYPICAL I, < 3g 316" FILLET .. AT WEBS 'I I O7 © PART JOINED. 6. WELD SIZE IS TO BE 11e LESS THAN THICKER PLATE. TYP. %I I �r..L:.•�.ak,. f..4V.x.A�'U:iJ, �. _... r. e-n..«..�..I.'.•�.: . .....,, � .Ya. .. < 3a" FL. BACK GOU > 36' FL / SAME AS BOTTOM FLANGE { _ S I" THIP. > ;' THK. E' - EXPRESS FRAME A V I f. 1 r NOTE SIZES OF FILLET WELD FOR WEB TO FLANGE WELD WEB FLANGE THICKNESS THICKNESS 318 14* TO L2. OVER Ll" 10 GA. k -116 318 SEE NOTE 2 14 3 SEE NOTE I4. . SEE NOTE st6 yB. 1 �s 2 OVER 38 5 NO 3 NOTED 1. 316- FLANGES ARE NOT TO BE USED FOR WEB THICKNESS OF .14. OR OVER UNLESS SPECIFIED BY ENGINEERING. 2. WELD SIZE EQUALS TO THICKNESS OF WEB OR SEE NOTE 5. 3. FOR WEB THICKNESS OVER 36" ALL FILLET SIZES ARE TO BE SPECIFIED BY ENGINEERING. 4. WELD BOTH SIDES OF WEB TO FLANGE 3 - BEYOND BOTH ENDS OF BRACKET. 5. FLANGE TO FLANGE OR FLANGE TO CONNECTION PLATE WELD SIZES ARE DETERMINED BY THE FOLLWING CRITERIA: I, < 3g 316" FILLET 3g < I, < 34 NWITH I; FILLET II > 3; N WITH 1e FILLET WELD NEED NOT EXCEED THICKNESS OF THINNER PART JOINED. 6. WELD SIZE IS TO BE 11e LESS THAN THICKER PLATE. BUT NOT TO EXCEED THICKNESS OF THINNER PLATE. 7. OPPOSITE SIDE WELD LENGTH TO BE a DIMENSION PLUS 3 INCHES. AND b DIMENSION PLUS 3 INCHES. BUTTE COUNTY BUILDING DEPARTMEIv APPROVED I r=QR PERMIT ror Permit: I "These drawipgs, being fol• Permit, are by definition not final in. that, as a minimum, piece markings are not identified. Only dawings issued "For Construction" can be considered as Complete." DRAWING STATUS REVISIONS ❑FOR APPROVAI• - NO. DATE DESDpP THESE DRAVANCS. BEING FOR APPROVAL, ARE BY DEFINITION NOT - $•16.19 0l f�R►T�r FINAL. AND ARE FOR CONCEPTUAL REPRESENTATION ONLY. THEIR PURPOSE IS TO CONFIRM PROPER INTERPRETATION OF THE PROJECT OOCUMENTS ONLY'DRAVANGS ISSUED "FOR CONSTRUCTION" CAN BE CONSIDERED AS COMPLETE. - Of017 PERMIT• THESE ORAVANGS. EYEING FOR PERMIT. ARE BY DEFINITION NOT FINAL W THAT. AS A MINIMUM. PIECE MARKINGS ARE NOT IDENTIFIED. ONLY DRAVANGS ISSUED " FOR CONSTRUCTION " CAN BE CONSIDERED AS ` COMPLETE. CONSTRUCTION• FINAL DRAVANGS IC80 APPROVED FABRICATOR y-�L REPORT NO. FA -337 I THIS REPORT IS SUBJECT TO RE—EXAM REVISIONS. AND POSSIBLE CANCELLATION. jr,V E BY Olb MID—WEST STEEL BLIILDI 4� 14J . 7301 fARME■ - HOUSTON, TEXAS - P.0 OW 4011 71P 17041 (711) 466-7766 IF 77740 DES06PTXM NEED STANDARD SVC bee DIJa 'e I' ' CAIDWR &9 sTe& DAL LOCATXw PALMS O, LA ByE u. UZ—F0W I omit An ZS RH NONE I 84-11105Eo I Wt O T 18, N. R. 4 E S. M. -27-24 r. 2 7 -24 N.E- COR. PALERMO Cl TRUS TRA C T NO. 3 SEC./ 7 -\, - I co 120'7& 14j! 71100* 0 &&0.0 730 M w It 116 1; 4.7 70 70 5.71 AC. M 2(D C) zi69 i 34 fn M N 9-129AC 1064Ac r,8 Ar_ 0 21 *4 9 19.09AC. I 10.55AC. 400' (a t 5.7/AC. .474AC. PM 70/541 646.80 DA 4'Y A V DALY ( I / O2 / s.r �+ 2O 29 [ t3 -II I O8 "-�• rF ".I I j (a Fd 1.12 0.00 74 34 7 0 10.83Ac 1 /0 AC IOAS� 10.02 Ac. .. (@ 10 AC �'5 AC 21.83AC , 1 0, 11OAc 0, 04 27w to '7 G 92- (4) 10' AC 4 1 i I 680.00 144 '.1 O (92 -9 55A c I IOAC 5;Ac cv 5.00AC. z 104C5 4 8 5 AC. 21 774CI 660-00 -T '7& (5) 026o. 10 AC ';A0 C14 5.00AC WA L 1- 7r- - Ph# -T- .0 yr -36:50. 4 12901, Op eo it- F 774,.-i- 2�9s46 �,�' O YW) 9.77AC W) v 54 l0 AC. Z 39 O 36 II 5.36 Ac PM107-43 I I O 4/ O 39 77Z,& 12901 2 4 10AC Ac 10 AC 10AC W.577AC 13 il (,p 23 --- 330• 2 Ac, 9 300.0 6"" 330.00 61 j 30AC 53 42' 37 38 j 5 4.3441- M5 1. � @7A CC 4 C, ci 5 69e. 2 5 AC. tn 5AC� In 10AC 17-6, 1040 10.577.AC .77 PM -97 1Y 3 21 6 14 t - /W 66 0 A -1;�7-T0EEDED 7-0 BUTTE CO. I PER PM97-73 ivI Assessors Map NO. 27- PALERmo c1rRvs.TRACT -SUB NO. 3 M. 0-R.- WALL. NO.5 County of Butte ,talif. Vo27-- e "colif �),66 Z( BUTTE COUNTY - DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT t 24 HOUR INSPECTION (IVR): (530) 538-4365 OFFICE: (530) 538-7541 FAX#/: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds �. FEE INFORMATION DBE Single Phase Service-Resid $59.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 07/28/2008 Contractor's Signature Date WORKERS; COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or e� ss.) ® 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 Workers'. Compensation Laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X -t,J, 07/28/2008 bignature i 47 Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip , oral %-nargea: 169.11.1111,11 tees rata: Balance Due: $0.00 - Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior 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 the Contractor's License Law [Chapter 9 (commencing with Section 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 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: 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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the 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 improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the properly who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractofs License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: 07/28/2008 Owner's sifnature Ge Date I hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. wNvN� L. w�Y'RS 07/28/2008 Owner Contractor OR: Agent for Owner Agent for FILE COPY PROJECT INFORMATION Site Address: 2858 DALY AVE Owner: Permit NO: B0$-1442 APN: 027-240-024 WEYERS WAYNE L & EMM, Permit type: MISCELLANEOUS P O BOX 166 Issued Date: 07/28/2008 By ,TMP Subtype: Electric Panel PALERMO, CA 95968 Expiration Date: 07/28/2009 Description: NEW ELECTRICAL PANEL (REPL, (530) 534-8976 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: WEYERS WAYNE L & EMM, Building Garage Remdl/Addn P O BOX 166 PALERMO, CA 95968 Other Porch/Patio Total (530)534-8976 �. FEE INFORMATION DBE Single Phase Service-Resid $59.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. X 07/28/2008 Contractor's Signature Date WORKERS; COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or e� ss.) ® 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 Workers'. Compensation Laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X -t,J, 07/28/2008 bignature i 47 Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for the performance of the work for which this permit is issued. (3097 civ. code) Lender's Address City State Zip , oral %-nargea: 169.11.1111,11 tees rata: Balance Due: $0.00 - Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior 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 the Contractor's License Law [Chapter 9 (commencing with Section 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 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: 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 Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the 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 improvement is sold within one year of completion, the owner -builder will have the burden of proof that he or she did not build or improve for the purpose of sale.). ❑I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: The Contractor's License Law dows not apply to an owner of the properly who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractofs License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: 07/28/2008 Owner's sifnature Ge Date I hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. wNvN� L. w�Y'RS 07/28/2008 Owner Contractor OR: Agent for Owner Agent for FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. M_ 114qZ BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name ; , y l y1.. _5 First /4 RVI& Mailing Address ZiYSI� p) L y Ur City O R0 WLLQ state G� zip 96� Phone330_5-31/— "7r'o Fax E-mail APPLICANT INFORMATION CONTRACTOR Name Wlylo-lq City Address Zip City Fax State Zip Phone Fax E-mail State License Number Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE x PROJECT LOCATION AP# -2-yo -62y—boo Property Address �SrS�I�ALu /all/% City 0RO L//U, X WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. , PL,4 e r_ 1.Z<::7 N1c A L Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone SRA I Yes I No Occ. Type Const. SR °d ,Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PL ATO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT (YE R NO) YDS (HAV VE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: NEW ELECTRICAL PANEL (REPLACEMENT) Reference Number: B08-1442 Applicant Name: WEYERS WAYNE L & EMM, Owner's Name: WEYERS WAYNE L & EMM, AP # : 027-240-024 Signature of Property Owner: _Ct1_a1-V,1.62 ��� Date: 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. BPO52418 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 10/03/2005 APN: 027-240-024-000 the Business and Professions Code, and my license is in full force and effect. License Class License Number: L : Site Address: 2858 DALY AVE PAL Map Index: Date: Contractor: Description: CABANA(480) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or County which requires a Owner: WEYERS WAYNE L & EMMA G permit to construct, alter, improve, demolish, or repair any structure, prior 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 P O BOX 166 the Contractor's Stale License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or PALERMO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95968 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): (, 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: TOM COLEMAN owner of property who builds or improves thereon, and who does pp such work himself or herself or through his or her own employees, 2585 MC CLELLAN AVE provided that such improvements are not intended or offered for OROVILLE CA sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of 95966 proving that he or she did not build or improve for the purpose of (530) 533-4887 . sale.). } i ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: 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 Dater Owner: r WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: License #: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Architect: ❑ I have and will maintain workers' compensation insurance, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: otal Square Ft: 480 S.F. Policy #: Valuation: $31,200.00 "�. 1 certify that in the performance of the work for which this permit is Census Code: issued, I shall not employ any person in any manner so as to 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 forthwith comply with those provisions. Date: n Applicant:Ze%GC-�iiv�,�� WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one -!-ss �iJC r►��p ���y.,f %Ir' hundred thousand dollars ($100,000), in addition to the cost of V compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. "CONSTRUCTION LENDING AGENCY This permi is hereby issued unde a plicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the soluti to do work indioate above or which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name:r. Date: DLA Address:Date PERMIT EXPIRES ON:— /CJ ❑ 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 owner 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 substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name: w y10V)E Lc% �YC� S Signature: �kj Date: 3 5 Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 '& asp_ VV BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES NO. BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREAIENTS Q 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OFAPPLICATION BIN # Website: www.buttecounty.net/dds *';'PLEASE PRINT CLEARLY** For office use only: OWNER Last Name aL S First Name w 64 i'V Address City City State State c 'i- Zip!:7� Phone � Q-C,� / Fax E-mail Lic. # For office use only: CONTRACTOR Name / v Address crLHZL'^ City Carrier State Zip Phone W''7 Fax E-mail Page Lic. # Class For office use only: ARCHITECT/ENGINEER Name C �, J Address crLHZL'^ City Carrier State Zip Phone W''7 Fax E-mail Page State License Number For office use only: APPLIC NT NAME Name C �, J Address 5_1�- crLHZL'^ Cit Carrier State LENDING AGENCY Phone 'S-33 W''7 Fax E-mail Page For office use only: Zoning I /+-- Flood Zone I S Yes 11,110 Carrier Occ. LENDING AGENCY Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: 41 LOCATION Property Address City Cr ss Street, C� t I �2lj WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description oASSope ork: Sq. Footage 0 Structure Built without Permi 0 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 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. Received by- Amount: Receipt #: '"r �sS C° 6052 Date: Sheriff SMIP KIM OVER FOR SUBMITTAL REQUIREMENTS Lw��U) v --, • `�/ —TotalU21, • `�� --Total 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! ❑ 2. 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) 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). 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. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval to occupancy). ❑ 6. prior 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. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 KAFORMSWILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 2-24-05 f COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS►bN 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: L �L' - I ASSESSOR PARCEL NUMBER /� � /0- D OV Proposed Building Use: � 1 �� ► Permit Technician: ,IA Date: O r 2 Z Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. \ rQ 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. ❑/ N 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. �0 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 AIC 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 bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 412. Hazardous Material Form ❑ 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other atmng items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 16. Fire Sprinklers............................................................................................ .01 17. - Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 4.Erosion Control Plan Required........................................................................ �❑ ( 20 )Fees as shown on the attached Schedule of Fees Due Sheet .............................. ' ❑ `121.. City of Chico Plumbing permit........................................................................ 0 22. Site plan and business license approval from the Cit of Biggs .............................. 23. California Department of Forestry plan approvalid. Sent by: 24. Planning approval for (A) Use: �(B)Parking: (C) Parcel Check: .... .✓...... �- �\ 0 25. Contact Land Development about _ Improvements, _ Drainage ........................ �E7/N 26. NPDES Form.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑' 28. 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) ..................... 31. Letter of Signature authorization.................................................................... D 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 D O -,ice and hold for pickup. I have been in71UL// f the above items and requirements for obtaining a building permit. 0� I . ?_ S, Applicant:Date: 1. Index permit application for t v ite n Plan Check Letter .2. Additional items required onesigner, owner, wIse of e e y hone, ❑ mail, ❑ counter, by Date: Con designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of the above ddatp by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by Date: Note transfer by: Date: �- Yellow: Building Division All of these )�5 05�1 COUNTY OF BUTTE 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.buttecounty.net/dds //� OWNER "" / L /�� A.P.# `70 D Z7�2 '_02 v PROPROSED BUILDING US!�J� v� 1. BUILDING PERMIT FEES --- Balance Due....... ............... $ --- FEMA Flood elevation review ... $ --- Additional plan checking Fee.... $ DATE ff'-__ 22-- d 7— RECEIPT # DATE REC. 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. � 4. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 5. RESIDENTIAL DEVELOPMENT IMPACT FEES COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ N CHICO SPECIFIC PLAN (per dwelling) Zoning W6..SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7. WATER TENDER FEES BATTALION # '__.0$200.00 (paid at Building Division) 8. SMIP '�, /2 9. OTHER 10. OTHER 11. OTHER //a5 -SD 3'10,5_ 7P. ASS o-3 6�5 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during,!Ian chec g rocess. APPLICANT 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) epartment of Public Works ���111% nW o f ���.C o u n t y B u t t e JMichail Crump, Director LAND DEVELOPMENT DIVISION . •- � Storm Water Management Pro;rzrn 7 C6unty Center Drive Oroville, CA 95 965 A�C1C �S (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase ll Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement BLESS THA1�d ;ACRE] Project Description: A�3 )4 AM— Project Location andlor Parcel Number: �' ✓ �� �► i11 11 ME By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. 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 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: Date: I __.._.... ......_.. School -District A.P. Number Property Owner Property LocatioNA BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM. (One form per Building) .w Building Department No. ( J r7,.2* )LS'yJurisdiction: City ®County Subdivision Lot No. . .................. _...... _.................... .................... .................... Residential Development . ® Q ©� Q Sq. Footage No of Living Mobile Home 1Addi0o *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 4ew 0 Addition Sq. Footage N(Including Exterior Roofed Areas) Building Department Representative Date District Identification No. . .060075 okw 1,QJ t✓l.t' 1 mn School District certifies that (Applicant) V ,off 8 S -K / 533 — -1(( C) L�Ina,, (Street Address) U (Phone Number) ��✓i1C�.i --/I A 9�c1Cv� (City) has complied with the requirements of Resolution No. represent ifag� square feet. School District Representative Paid by Check # Remarks: (State) (zip Code) t7 S 9 Q by payment of $ Ll A 2926 $ FULL MRIGA710N : Os Date Notfw: You may protest the imposition of the fess Identified above by submitting a written protest to the District. In compilanee with G~ntnant Code Section 66020(&), within 90 days from the date fees aro paid. Failure to submit a timely written protest wtll'prohlbit you from dellenging the Imposttlon of the fees in any court acture. K, subsequent to the School District Representative signing this Butte County Schools Impact Fee CertlNuUon Form, the Sdwa District k nm'IN by the applk dit Local Planning Agency that this project Is being reviewed under the California Emirom ental Quality Act (CEQAh #ds project may be subject to additional school fees to fully mitigate. its impact on the school dlstrieft schools. White (applicant), Yellow (building department), Pink (school district) feeform.xle (10/03)dmm Ia c�2A ktrr�v° ;;i:i. .n:c' `i.'s,�':a: ,:.��'��r:s.�� _:t•t:; e:�:^�%�-: •a�-°.::''.';. . Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is.received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ ] NO [ ]. 2. I HAVE [ ] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK. SIGNED: PROPERTY OWNER: < i 'U DATE: r x NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of.the California Health andSafety Code. $411.4 -J/ This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ` BUILDING ` GIS * PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile I ,ti':�°�5=�£3'sX.e Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. BUTTE inperely, _ /l COUNTY 't Ko"pkqkqlmmm 1 C. Vieir J C.B.O. -r, Building Inspection SEP 12 2005 DEVELOPMENT SERVICES NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Owner/builders take note! Hiring an unlicensed "consultant" to manage the project does not save you money in the long run. By hiring a licensed experienced contractor for your project to hire licensed knowledgeable tradesperson, the contractor becomes responsible for all phases of construction. 6104 A Woad of caution from the Contractors State License Board Anyone who talks you into being your own general contractor, or Is may be doing you no favor. "Owner/builder" describes a situation in which the homeowner becomes the general contractor. As an owner/builder, you (not the person you hire) assume responsibility for the overall job. Your responsibilities may include such things as state and federal taxes, workers' compensation insurance, and other legal liabilities. You may be required to hire various subcontractors for your project, scheduling their work and supervising the job. If a worker is injured while working on your property, you could be asked to pay for injuries and rehabilitation through your homeowner's insurance policy. By signing a building permit application as an owner/builder, you assume full responsibility for all phases of your project and its integrity. Hiring an unlicensed "consultant" to manage the project does not save you money in the long run. By hiring a licensed experienced contractor for your project to hire licensed knowledgeable tradespersons, the contractor becomes responsible for all phases of construction. Unless you are very experienced in construction, it is best to leave these matters to your licensed contractor. CONTRACTORS STATE LICENSE BOARD P.O. BOX 26000, SACRAMENTO, CA 95826 (800) 321-CSLB FAX(916)255-1395 www.alb.ca.gov `COUNTY OF BUTTE -BUILDING DIV DEPT. OF DEVELOPMENT SERV w W +' 7 COUNTY CENTER DRIVE h 1. � g d Q OROVILLE CA 95965 or co , y RS 440-001 x. MR. WAYNE WEYERS 2858 DALY AVE OROVILLE CA 95966 012HI6205576 $ 00.35? U9/08/2005 Mailed From 95965 US POSTAGE siuBTNP 95969 it i...!►lililiiilliiilliililiiiilliilliii�►Il►filil�ili►illil ' \ ' ' ` . . \ \ � �� ` �-` � \ ° ' ' ' I ` , 'v � . , o \ . . \ \ � �� ` �-` ` ' ° `\ ` \ ` / \ ` � ` , 'v � . , o \ . . \ \ � �� .� y E.H. USE. GAILY Plot Pian Attached n _ Floes Plan Attached Sent to S.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 4W., wner Lo tion AP# Plan Approved for: Sewage Disposa`i Water Supply: Clearance for dwelling. Other—�41M, Hold final for: Final clearance O.K. for: NOTE: Private Well Environmental Health Specialist Date 8/96 ell A 5� 11�_? 1__:�5 S BUTTE COUNTY EP 2 0 2005 DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONC OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION Website: www.buttecounty.neUdds **PLEASE PRINT CLEARLY** OWNER Last Name_ first Name W A ry c Address OG- l� City Po iL1__, — State C Zip, C -� / Phone G, � j/ v C Fax E-mail APPLICANT S QTURE X For office use only: CONTRACTOR Name / v Address CC L1ffz_(__ 114 City o State Zip Phone W'7 Fax E-mail Page Uc. # Class APPLICANT S QTURE X For office use only: ARCHITECT/ENGINEER Name C J Address CC L1ffz_(__ 114 City o State Zip Phone W'7 Fax E-mail Page State License Number APPLICANT S QTURE X For office use only: APPL/C NT NAME Names ,{IM C J Address^ CC L1ffz_(__ 114 Policy Number o State C,4 7k �P Phone 2-33 W'7 Fax E-mail Page APPLICANT S QTURE X For office use only: AN 1, Q -4 Zoning Cit a lL Flood Zone I X JSRYTYes Policy Number o Occ. '+ - Type Const.. i Subdivision Name Address Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT 05- �4i 1 BIN # LOCATION AN 1, Q -4 Property Address Cit a lL Cr ss Street, WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: Sq. Footage r ❑ Structure Built without Permits ❑ 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 REQUEST FOR REFUNDS —1 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. Recei(P/J , G Amount: /Bldg SRA Receipt #: p�fs5/ Sheriff SMIP Other Date: C�65 f C/2—Total 1 CDF FIRE SAFE REQUIREMENTS AP# 027-240-024 PERMIT # 05-2418 NAME: Weyers Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. [Xl Grade. Not to exceed 16 percent unless paved. Driveway Radius [X] No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [X] The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [Xj 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C IC F ts 11 Q U I R E M E N T S Setback for Structure Defensible Space [X] Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provided for by the landowner. [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels. caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or final building permit inspection. Other Requirements [ ] If Building Setback is 15 to 30 Feet: ✓ Class A roof ✓ Enclosed eaves [ ] If Building Setback is Less Than 15 Feet — ✓ Class A roof with enclosed eaves and choose any 2 of the following: ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D ❑ Glass area not to exceed 10% of wall area toward property line with insufficient setback ❑ Siding from the following list: o Stucco — 3 coat o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials 9/20/2005 Darren Read Date Signature Cy IC F IN E Q U I R E M E N T CDF FIRE SAFE REQUIREMENTS AP# 027-240-024 PERMIT # 05-2418 NAME: Weyers Under authority of Public Resources Code Sec. 4290, the following checked items are required by the Butte County Fire Department and made a part of this permit. These requirements are minimums and may be superseded by Butte County local regulations, which equal or exceed these standards. Butte County Building Inspectors will make compliance inspections. Driveway Standards [X] Surface. All driveway surfaces and structures (bridges, culverts and other appurtenant structures which supplement the roadway bed or shoulders) shall provided unobstructed access to conventional drive vehicles, including sedans and fire apparatus weighing up to 40,000 pounds. pq Grade. Not to exceed 16 percent unless paved. Driveway Radius pq No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. N The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet radius. [X] Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [X] Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 -foot taper on each end. [X] Width. All driveways shall provide a minimum 10 -foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. [X] Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. Gates [X] 1. Gate entrances shall be at least two feet wider than the roadway they serve. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on the roadway. 3. Where a one-way road with a single traffic lane provides entrance, a 50 -foot turning radius shall be used. C IC is Is E Q u I R E M E N T S Setback for Structure Defensible Space C [X] Maintenance of Defensible Space. To ensure continued maintenance of D properties in conformance with these standards and measures and to assure continued availability, access and utilization of the defensible space provided for r in these standards, annual maintenance must be provided for by the landowner. r [X] 1. All parcels 1 acre and larger shall provide a minimum 30 -foot setback for buildings and accessory buildings from all property lines and/or the center of the road. r r [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See "Other Requirements below. T 1 [X] Disposal of Vegetation and Fuels: Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction of flammable vegetation and fuels caused by site development and construction, road and driveway construction. Disposal shall be completed prior to completion of road construction or -final building permit inspection. E Other Requirements [ ] If Building Setback is 15 to 30 Feet: R ✓ Class A roof ✓ Enclosed eaves If Building Setback is Less Than 15 Feet E [ ] — ✓ Class A roof with enclosed eaves and choose any 2 of the following: l�C) ❑ Metal or no doors on side toward property line with insufficient setback ❑ Interior automatic sprinkler system per NFPA 13D T T ❑ Glass area not to exceed 10% of wall area toward property line with insufficient U setback ❑ Siding from the following list: T o Stucco — 3 coat 1 o Hardi-Board or Plank o Masonry o Masonry Veneer o Metal o Other Butte County Fire Department approved materials E M E N 9/20/2005 Darren Read Date Signature C .,y Department, ®f Devel®pmQat Ser-�dees Bmflding Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530)539 -2140 -FAX Residential Const uctiou Requirements IhIP ORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County.of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001. Califomia Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 UI .C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIR MENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height (Sec. 310.6, U.B.C.) • Provide li bts, switches,.and receptacles for maintenance of mechanical equipment_ (Sm.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch- 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door- (Sec. 1003.3.13,U.B.C.) • Provide adequate clearance and type A flue for fireplacelwoodstove. • All sta.imays to comply with U.B.C. section 1OD33, for rise, run, headroom, width, landings and handrails. • Hallways to be. minimum 36" wide (U.B.C. 1004332). • Underfloor access and ventiilatimi per Sec 2306.3 & 2306.7, URC. • Attic access and ventilation (UBC section 1505). - • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glowv • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8.h,�'`i '.�' e';'U.a �, -,, Provide certificates of confomaance for all lu-lambeams. e U.0� ,� a • Provide approved spark arrester at all chimneys/typa "A" flues. B U 6 L D a N' G D` M S i O • Provide V2 x 10" anchor bolts Q 6' o.c. max. and within 12" of all joints. Provide 2rx T*-- 3/1oB teet pl hDr Q each bolt (Sec. 1906.6, URC.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, URC.) Slabs -on -ground with tamed -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, UB.C.) • Guardrails to have minimun 36" high top rail, vriib intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) - r 509, U_B.C.) Veneer per Ch. 14, U.B.C. Exterior plaster —weep screeds (U.B.C. section 2506.5). Skylights per Sec. 2409 & 2603.7, U.B.C. Protect plastic foam insulation per Sec. 2602.4, U.B.C. Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (1\TEC 210). Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. e Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). Minimum shower compartmenf size of 1024 sq, in. & 30" circle (U.P.C. 412.7). . Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUHZENMN'TS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation—required on garage side, including supporting walls and posts (U B.C. section 302.4 exception #3) 3. Install smoke detectors as per the requirements. of U.B.C. section 310.9.1. 4. Special roof covering required, class B m;nimum 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.32.exceptiou #4), 6. Every bedroom shall have at least one operable window or door. Windows shall have a Tninirrmm net clear operable area of 5.7 square feet Additionally, the window shall have a minir tum net clear operable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS pp trtr F BlueE_^ngineering Pink = Firewall 6UILUII. 4.��. ry . Green = Braced wall panels Yellow = octant flr :`' APPROVED COMTLY VI'H r E'AIS MIC-kTED BELOW ❑ Your parcel lies aZthin a designated 100 -year flood plain_ Finish floor shall be. a minimnm of one foot above the - elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate wiQ also be required Note: We will normally accept the following as compliance with the flood elevation requirements:, 1: Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation (Plate heig;ht less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the l OD -year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent v&l s,R2th a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The, bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood DIM ation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Deparhnant of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of ' from the side. and 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of stmctures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the founda-tion to be designed by a California registered engineer or licensed architect Page 2 of 2 Owners Name: _ ___ /P BUTTE COUNTY BUILDING IVI 10N APPR0 D r r r t r + /P BUTTE COUNTY BUILDING IVI 10N APPR0 D ,Job Name: tcoleD05 Truss ID: Al Qty: 2 Drwg: TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & BV. GBL BLK 2x4 DFL STANDARD Loaded for 10 PSF non -concurrent BCLL Gable verticals are 2x 4 web material spaced at 16.0 " o.c. unless noted otherwise. Top chord supports 24.0 " of uniform load at 16 psf live load and 11 psf dead load. Additional design considerations may be required If sheathing is attached. [+] Indicates the requirement for lateral bracing (designed by others) perpendicular to the plane of the member at 63"Intervals. Bracing Is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing, as designed by others, applied to the truss face providing lateral support for webs in the truss plane and creating shear wall action to resist diaphragm loads. T 4,345 T=03-15 Plating spec: ANSI/TPI -1995 THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. PLATE VALUES PER ICBO RESEARCH REPORT #1607 Permanent bracing Is required (by others) to prevent rotationitoppling. See HIB -91 and ANSUTP11-1995 or ANSI/TPI 1-2002. PLATING BASED ON GREEN LUMBER VALUES. 12-0-0 F 12-0.0 1 2 3 4 5 6 7 89 101112 13 14 15 16 17 18 19 F4 _00 -4� - 3.4 This truss is designed using the UBC -97 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = End Zone Hurricane/Ocean Line - No, Exp Category = B Bldg Length = 90.00 it, Bldg Width = 40.00 it Mean roof height= 22.16 it, mph = 80 UBC Standard Occupancy, Dead Load = 16.6 psf LOAD CASE #1 DESIGN LOADS Dir L.Plf L.Loc R.PIf R.Loc LLITL TC Vert 108.00 0-0.0 154.00 12-0-0 0.51 TC Vert 154.00 12-0-0 108.00 24-0-0 0.49 BC Vert 20.00 0-0-0 20.00 24-0-0 0.00 -o ?A__0___I 24-0-0 20 21 22 23 24 25 26 2718 29303132 33 34 35 36 37 38 -= Joint Locations 1 0-0-0 20 0-0-0 2 2-8-0 21 2-8-0 3 4-0.0 22 4-0-0 4 5-4-0 23 5-4-0 5 6-8-0 24 6-8-0 6 B-0-0 25 8-0-0 7 9-4-0 26 9-4-0 8 10-8-0 27 10-8-0 9 11.3-0 28 11-3-0 10 12-0-0 29 12-9-0 11 12-9.0 30 13-4-0 12 13-4.0 31 14.0-0 13 14.8-0 32 14-8-0 14 16-0-0 33 16-0-0 15 17-4.0 34 17-4-0 16 18-8.0 35-18-8-0 17 20-0.0 36 20-0-0 1821-4-0 37 21-4-0 19 24-0-0 38 24-0-0 SHIP �OQ?,OFESS; pN�` / 2 LU rn NO. 30989 EXP 3-31-2008 cS'J C[V11- ,a�P gTF�F CAIL5 TYPICAL PLATE: 1.5-4 7/18/2005 OVER CONTINUOUS SUPPORT All plates are 20 gauge Trusuval 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. Scale: 5132" = 1' WARNING Read all notes on this sheet and give a copy ojit to the Erecting Contractor. Eng. Job: EJ. WO: tcolep05 This design is for an individual building component not truss system. It has been based 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 Dsgnr: are to be verified by the component manufacturer andlor building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.15 DESIGN 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 material directly attached, unless otherwise TC Dead 11.00 Rep Mbr Bnd 1.00 ASSISTANCE noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any psf ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spaeing 2-0-0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal softwae, BC Dead 10.00 Design Spec UBC 'ANSI/PPI I','WTCA I'. Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL psf -97 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) and'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1 I I 1 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.4.12 - 0 Job Name: tcole 05 Truss ID: A2 Qty: 9 Drw : BEG x -LOC REACT SIZE REQ'D TC 2x4 DFL #1 8 Btr. Plating Spec: ANSUrPI -1995 This truss is designed using the 1 0- 1-12 10363. s0• I.so• BC 2x4 DFL #1 8 Btr. THIS DESIGN IS THE COMPOSITE RESULT OF UBC -97 Code. 2 23-10- 4 1036 3.50• 1.50• WEB 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed = Yes, Importance Factor =1.00 BEG REQUIREMENTS shorn are based ONINoaded for 10 PSF non -concurrent BCLL PLATE VALUES PER ICBO RESEARCH REPORT #1607. Truss Location = End Zone on the trues material at each bearing PLATING BASED ON GREEN LUMBER VALUES. Hurricane/Ocean Line = No, Exp Category = B DurFacs L=1.25 P=1.15 DESIGNutilized Bldg Length = 90.00 ft, Bldg Width = 40.00 ft TC FORCE ant. END CSI is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unlessotherwise Mean roof height = 22.16 ft, mph - 80 1-2 -2078 0.06 0.23 0.29 ASSISTANCE UBC Standard Occupancy, Dead Load = 16.6 psf 2-3 -1837 0.03 0.25 0.27 Rep Mbr Bnd 1.15 ® 3-4 -1837 0.03 0.25 0.27 BC Live 0.00 psf O.C.Spacing 2- 0- 0 4-5 -2078 0.06 0.23 0.29 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', BC FORCE API. END CSI _ 'ANSVfPI 1','WTCA I' - Wood Truss Council of America Standard Design Responsibilities.14ANDLING INSTALLING AND BRACING METAL 6-7 1934 0.20 0.22 0.41 Design Spec UBC -97 793 Camellia Dr., Paradise CA 95969 .7-8 1287 0.12 0.24 0.36 4 8-9 1287 0.12 0.24 0.36 Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf 9-10 1934 0.20 0.22 0.41 T" CBI WEB FORCE CBI Z WEB FORCE 2-7 -352 0.06 3-9 584 0.24 3-7 584 0.24 4-9 -352 0.06 MAX DEFLECTION (span): L/999 IN MEM 7.8 (LIVE) i L= -0.09" D= -0.12" T= -0.22" - Joint Locations = 1 Joint s 0-0-0 � 6- 2 6- 4-14 7 4- 0- 3 12-0-0 8 14-0.0 4 17-7.2 915- 8-12 5 24- 0- 0 10 24-0-0 ',•�� 12-" 12-" 1 I 2 3 4 5r co 400 -4.001 T 4-3-15 1 MO -3-15 AA:L-1 6 5.6 ;1 1)NZ I S=3.5.4 2.5-4 24-M 7 8 9 Qgpr ESSlo ������ w�cF�F4h) i .; iV0.3Gs89 EX 3 31-20 .8 sq crvIL �� CAUL 7/18/2005 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. Scale: 5132" = 1' WAMING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng. Job: EJ. WO: tcolep05 This design is for an individual building component not truss system. It has been based 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 Dsgnr: are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads TC Live 16.00 psf DurFacs L=1.25 P=1.15 DESIGNutilized 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 material directly attached, unlessotherwise TC ASSISTANCE noted. Bracing shown is for lateral support of components members only to reduce buckling length This component shall not be placed in any Dead 11.00 psf Rep Mbr Bnd 1.15 ® environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install BC Live 0.00 psf O.C.Spacing 2- 0- 0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', _ 'ANSVfPI 1','WTCA I' - Wood Truss Council of America Standard Design Responsibilities.14ANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf Design Spec UBC -97 793 Camellia Dr., Paradise CA 95969 PLATE CONNECTED WOOD TRUSSES'- (HIB -91) md'HIB-91 SUMMARY SHEET by TPI. The Truss Plate Institute (TPI) is located at D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 37.00 psf Seqn T6.4.12 - 0 VARIES MATCH I COM. TRUSS STANDARD GABLE END DETAIL 12 A LEDGER MINIMUM GRADE CORDS AND STUDS PER TRUSS DESIGN. CONTINOUS BEARING AS REGUIREG SPAN TO MATCH COMMON TRUSS 8d ®6 O.C. 2-10d TYP. 4-106 NAILS MIN. PLYWOOD SHEATHING TO 2X4 STD. DF—L BLOCK. 2' MAX EAVE W/ NO.2 OR BTR 4x2 OUTLOOKERS @ 32" O.C., DO NOT OVER CUT TOP CORD @ OUTLOOKER NOTCHES. SIMPSON A34 OR EQUIVALENT STRONGBACK LEDGER GABLE END SIMPSON A34 OR EQUIVALENT 2x CONTINOUS BACKING W/ 16d'S ® 24" O.C. MIN. GABLE TRUSS TO BACKING & BACKING TO TOP PLATE. NOTES TAI 2X4 BLOCK 2X4 STUD OR BTR SPACED ® 5-0" O.C. SHALL BE PROVIDED AT EACH END OF BRACE. CONNECT AT END W/ 4-10d NAILS. MAX LENGTH IS 7'-0" STANDARD TRUSSES SPACED @ 24" O.C. o� civic e of CAO;/ 1).. 2X4 NO.2 OR BTR FOR LEDGER AND STRONGBACK NAILED TOGETHER W/ 10d NAILS @ 6" O.C. 2). 2X4 LEDGER NAILED TO EACH STUD WITH 3-10d NAILS. 3). 2X4 STRONGBACK TO BE CONNECTED TO EACH VERT. STUD W/ 2-10d TOE NAILS. 4). THE 10d NAILS SPECIFIED FOR LEDGER AND STRONGBACK ARE 10d BOX NAILS (0.131 "DIAX3.0"LG) THIS DETAIL IS APPLICABLE TO STRUCTURAL GABLE END IF THE FOLLOWING CONDITIONS ARE MET: 1). THE HORIZONTAL TIE MEMBER AT THE VERT OPENING SHALL BE BRAC -E ® 4'-0" M X FOR 80 MPH EXP. C WIND LOADING & 5'-0" FOR 70 MPH EXP. C LOADING c i r� �� li TY 2). MAX MEAN ROOF HEIGHT IS 30'. BUILDING DIVISION 3). MAX ROOF LIVE LOAD TO BE 40 POUNDS PER SQUARE FOOT. 4). PLEASE CONTACT TRUSS ENGINEER IF THERE ARE ANY QUESTIONS. A�G° TRUSWAL SYSTEMS 4445 NORTH TRK DRIVE; SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX(719) 598-8483 '1/4/0.1 Users of Truswal engineering: COO1003160 The TrusPlusTM engineering software will correctly design lire location requirements for permanent continuous lateral bracing (CLB) on members for which it Is requited to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate' pproximate locations of braces for each member needing bracing.'. • In general, this _bracing Is done by using Truswal Systems Brace -IF -m or a 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected and braced to the building per the building designer (See ANSUTPI current version). The following are other options (when CLB bracing is not Possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x or 2x structurally graded "T" brace may be nailed flat to the edge of (tie member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2xG scabs are required for any member. exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular' bracing or a combination. of scabs and T braces, or any other approved method, as specified and approved by the building designer.. 1. "T" BRACE EXAMPLES 2. Please contact a Truswal engineer if there are any questions. ANPROVED e:lm solllcelwlnwordlbrace-new.lel NOTES: FLOORS 8 D TW T ONE 12" 12 6" 6" 1. FOOTINGS TO BE EXCAVATED INTO TWO 15" 18" 8" 7" UNDISTURBED SOIL TO DEPTH D FLOORS REFERS TO NUMBER OF _. ANCHOR BOLTS SHALL BE PER UBC FLOORS PER UBC TABLE 29—A, SEC. 2907 (f) FOOTNOTE J. J. STEM HEIGHT OVER 32" REQUIRES REINFORCING (SEE STD 12.J). 4. SEE UBC SEC 2404 (f) 2 FOR CONCRETE BLOCK STEM WALL - RED WOOD OR P. T. SILL 6" MIN U 6" MIN n u l B � RAISED FLOOR FOOTING JOIST 18" MIN 12" MIN AS BUILDING SLAB ON GRADE FOOTING APPROVED TYPICAL RESIDENTIAL FOUNDA TION DETAILS REv °A'F sCALF- J14' -I' -O' DA TE. • 4/92 BUTTE COUNTY BUILDING DEPARTMENT DWG: s7OFrc1 STD 12.1 May 1995 9.12 -'-'-------CK -o - - s C� N C rt r: sI- 24, r; -'-'-------CK -o - - G� ( 14 1pa - No) 0 N nO Jtc va a A C) 17Zi 017 IX I 40 a T L4 Lk Ul) J U e" T uAoy �� vis ' aR VZ6 ;OAr BiiUTT COUNTYBUILD NG D' 8 6O N APPROVED BUTTE COUNTY BUILDING DIVISION! APPFROVEM CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-iR Project Title.......... Meyers Addition Date..09/05/05 14:03:33 Project Address........ 2858 Daly Avenue ******* Oroville, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 •530-893-4982 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for Plan C ec Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Meyers GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor -Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 480 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 0.2 1 Raised Floor 20.8 % of floor area 0.43 Btu/hr-sf-F 0.45 8 ft a BUILDING SHELL INSULATION Component Frame Cavity Sheathing Type Type R -value R -value Wall Wood R-17.8 R-0 Roof Wood R-11 -R-27 Fl.00r Wood R-19 R-0 Total Assembly tAd R -value U -factor Location/Comments R-17.8 0.065 Typical R-38 0.025 Flat Clg. R-19 0.037 Typical FENESTRATION Over - Equipment Minimum Type Efficiency HVAC SYSTEMS Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage R-n/a R-n/a Wall 0.590 AFUE n/a None RoomAC 9.00 EER No None n/a n/a ACCA Manual Thermostat D Type n/a NoSetback n/a NoSetback Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 16.0 0.400 0.400 Standard Standard Yes Window Front (S) 16.0 0.400 0.400 Standard Standard Yes Window Left (W) 16.0 0.400 0.400 Standard Standard None Window Left (W) 16.0 0.400 0.400 Standard Standard None Window Back (N) 16.0 0.400 0.400 Standard Standard Yes Door Back (N) 20.0 0.550 0.650 Standard Standard Yes Equipment Minimum Type Efficiency HVAC SYSTEMS Refrigerant Tested Charge and Duct Duct Duct Airflow Location R -value Leakage R-n/a R-n/a Wall 0.590 AFUE n/a None RoomAC 9.00 EER No None n/a n/a ACCA Manual Thermostat D Type n/a NoSetback n/a NoSetback CERTIFICATE OF COMPLIANCE:,RESIDENTIAL Page 2, CF -1R Project Title.......... Meyers Addition Date..09/05/05 14:03:33 MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM CF -1R' User#-MP0995 User- Run -Meyers 0 REMARKS Windows shall be vinyl -framed with dual -pane, low -e glass. Selected units shall have a maximum 0.40 U -factor and a maximum 0.40 SHGC-value. The French door was assigned the CEC default U -factor and default SHGC-value. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Name.... Company. Company. Address. Address. Phone... Phone... License. Signed. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Donna Wallace 399 East 9th Avenue Chico, CA 95926 530-893-4982 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Meyers Addition Date..09/05/05 14:03:33 Project Address........ 2858 Daly Avenue ******* Oroville, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit Climate Zone........... Compliance Method...... 399 East 9th Avenue Chico, CA 95926 530-893-4982 11 MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Meyers Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. R-38 Plan Check Date Field Check/ Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Meyers Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -Value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. R-19 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. FIBERGLASS BATTS 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. BY CONTRACTOR 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Meyers Addition Date..09/05/05 14:03:33 MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Meyers SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. BY CONTRACTOR 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ATTACHED 150(1): Setback thermostat on all applicable heating and/or cooling systems. N/A 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. N/A *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal.openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. N/A 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas-fired central furnaces, pool heaters, spa heaters or 1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Meyers Addition Date..09/05/05 14:03:33 MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Meyers household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). N/A LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. N/A 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. N/A COMPUTER METHOD SUMMARY Page 1 C -2R Project Title........... Meyers Addition Date..09/05/05 14:03:33 Project Address........ 2858 Daly Avenue ******* Oroville, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Meyers Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Standard Proposed Design Design Plan C ec Date Field Check/ Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Meyers Zone Type HOUSE Residence MICROPAS6 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Standard Proposed Design Design 16.44 15.27 11.28 11.18 Compliance Margin 1.17 0.10 Total 27.72 26.45 1.27 7 ADperiot4 COMPLIES * *** Water Heating not calculated *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 480 sf Single Family Detached Addition Alone Front Facing 180 deg (S) 0.2 1 ReducedYear Raised Floor 1 3840 cf 0 sf 20.8 % of floor area 0.43 Btu/hr-sf-F 0.45 8 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 480 3840 0.20 Yes NoSetback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Meyers Addition Date..09/05/05 14:03:33 MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Meyers OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE - New 1 Wall 128 0.065 17.8 180 90 Yes W.19.2X6.16 Typical 2 Wall 160 0.065 17.8 270 90 Yes W.19.2X6.16 3 Wall 124 0.065 17.8 0 90 Yes W.19.2X6.16 4 Roof 480 0.025 38 n/a 0 Yes R.38.2X4.24 Flat Clg. 5 Floor 480 0.037 19 n/a 0 No FC.19.2X8.16 Typical FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - New 1 Window Front (S) 16.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 16.0 0.400 0.400 180 90 Standard/0.76 Standard/0.68 3 Window Left (W) 16.0 0.400 0.400 270 90 Standard/0.76 Standard/0.68 4 Window Left (W) 16.0 0.400 0.400 270 90 Standard/0.76 Standard/0.68 5 Window Back (N) 16.0 0.400 0.400 0 90 Standard/0.76 Standard/0.68 6 Door Back (N) 20.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- - Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New 1 Window 16.0 n/a 4.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 16.0 n/a 4.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 16.0 n/a 4.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 6 Door 20.0 n/a 6.7 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Wall 0.590 AFUE n/a None R-n/a n/a n/a 1.000 RoomAC 9.00 EER No None R-n/a n/a n/a 1,.000 REMARKS Windows shall be vinyl -framed with dual -pane, low -e glass. Selected units shall have a maximum 0.40 U -factor and a maximum 0.40 SHGC-value. The French door was assigned the CEC default U -factor and default SHGC-value. COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Meyers Addition Date..09/05/05 14:03:33 MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Meyers REMARKS HVAC SIZING Page 1 HVAC Project Title.......... Meyers Addition Date..09/05/05 14:03:33 Project Address........ 2858 Daly Avenue ******* Oroville, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone........... 11 Plan Check Date Fie C ec Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MEYERS Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Meyers GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 480 sf 3840 cf Front Facing 180 deg OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ............................ Sensible Load .................... Latent Load ...................... Minimum Total Load Heating Cooling (Btuh) (Btuh) (S) 2262 1197 1720 1118 n/a 1950 2184 897 n/a 420 0 0 6166 5581 n/a 1116 6166 6697 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. _ T___.._ _. _.�_ ._. __.,_- _----------...,._,._.___..._ _ ._._-.. i i _ T___.._ _. _.�_ ._. __.,_- _----------...,._,._.___..._ _ ._._-.. • Butte County Department of Development Services T A1EA N OT E S i• 7 County Center Drive, Oroville, CA 95965 t (530) 538.7601 www.beY.netdgsuttcountnr �' �`� RESIDENTIAL 44 , APN: Permit No. g g Owner.02024 _7-240 ^� ,.. WEYERS, WAYNE- - Site Address: 2858.DALYAVE;`OROVIL-LE--^-- t Cont: OWNER 'Contractor. — t DITION–'--–� --• .�_ - . Type of PennR. A 1: �. SPECIAL CONDITIONS CHECKED BY it • - . Q FLOOD CERTIFICATE EQUIRED }}. Q FIRE SPRINKLERS REQUIRED. fi• Q SPECIAL INSPECTION ITEMS t y Q VERIFY t . �y s Q USE PERMIT CONDITIONS Q SUBSTANDARD HOUSING LETTER, ENCROACHMENT PERMIT REINSPECTION FEE PAID t 0 ENV HLTH CLEARANCE :v ' # GATE JOB 6NALED: SIGNATURE: %� ,x �p .k . COUNTY OF BUTTE BUILDING DIVISION :s DEPARTMENT OF DEVELOPMENT SERVICES ` 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE e /mar ..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 d t work is completed. If you have any questions pertaining to this matter, or need additional .= explanation, please contact the Building Inspector as indicated below. ate• L QC3 Date Inspector ` J Off: &.0 'REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 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. BP061081 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/08/2006 APN: 027-240-024-000 the Business and Professions Code, and my license is in full force and - effect. License Class : License Number: Site Address: 2858 DALY AVE PAL Date: Contractor: Map Index: Description: MUD ROOM(100)OPEN(435) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WEYERS WAYNE L & EMMA G permit to construct, alter, improve, demolish, or repair any structure, prior 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 P O BOX 166 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or PALERMO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95968 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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: WEYERS WAYNE L &EMMA G owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for P O BOX 166 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of PALERMO, CA proving that he or she did not build or improve for the purpose of 95968 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' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed r pursuant to the Contractors' State License Law.). Contractor: ❑ I am Exempt under Article 3 of the Business and Professions Code t!s '-y-06 Date: Owner: WORKERS' COMPENSATION DECLARATION 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 #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as •Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Policy #: Total Square Ft: 535 S.F. 1 certify that in the performance of the work for which this permit is Valuation: $10,850.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: [o O 6 _ w Applicant: 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. L CONSTRUCTION LENDING AGENCY This permit Is he eb sued under the applicable provisions of the Butte Count' Code and/or I hereby affirm that there is a construction lending agency for the the for this is issued 3097 Civ.) Resolutions rk indicated above for which fees have been paid. 64 performance of work which permit (Sec . B: D t ySZ-' - e: Name: Of Address: PERMIT EXPIRES ate ❑ 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 owner 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 substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. ) Print Name: I"., �;i- Lo-,& Signature:JZ-�-<— Date: Owner ❑ Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 +=OK 0 - Not OK MANUFACTURED HOMES MISCELLANEOUS.. DATE PERMANENT FOUNDATION Lj SOFT -SET _ 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 3 Sewer; Loctn-Test; Fall/C/O-Concrete 4 Wtr; Loctn-Test-Easement Needed -Regulator 5 Elec Loctn-Clrncs-GrndAm -Concrete 6 Yard Gas; Loctn-Test-Wrap Nat F or LPO Inch Sz Ft Lngth 7 Bickng; SzSpacing-Marriage Une 8 Gas; MH Test-Demand-Valve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Taggedi3raoed 13 Tie Downs O Foundation O 14 Exits 19 Cert of Occupancy 16 HUD Label/Insignia Numbers Serial Numbers '--DATE D E S•C O V E R S'C A R P O R T S'G A R A G E S ,A nin etbacks-Easements Ft ", SoilsSz-DpthSpacing-CnnctrsSteel��� ecks, Glyders/Joists-Dcking-Brcing Stairs-Guard/Handrails 4 Wood Awn; Posts-Beams-Rftrs-CnnctrsShthg. Fang-Brcng 5 Alum Awn; Columns-CnnctnsSpiice-Decal-Encisrs 6 orts; Wndws-Doors ills-AnchrsStuds-RRrs-Tnuses gng;,!Nalling-Venee.r-Stucco-.Lath Shthg-Rooting Steps -Doors -Landings d Wall pnis 00.7 —7-2 0- DAT IPOOLS 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnnctns-Thickness Dead Men -Lining 4 Elec Rcptcls/Lting; Distance-GFI 5 Elec Pool Lting; 15 volts-GFI 6 Elec.Encisrs; Conduit Entries -Terminals -Listed " 7 Elec Bonding; Metal w/5'-Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crcitng Eqp-Pool Ightg Boxes-Enclsrs-pnlboardsansuitn to Main Conduit 9 Health Dept AppM 10 Plmb; Cir Test-Wtr Supply Test 11 Lt Niche ,.. 12 Encisr; Fencing -Alarms 13 Bonding, Diving board or. Slide " o's 4& 40 �� Pool Drawing +=OK 0 = Nal I RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 Zoning -Setbacks -Easements -Flood -Slope 53 Wtr Htr; Vent-Acc-Cmbstn Air Baffle, 2 Ftg Main; Soils-Elec Grnd Ft4 Oath 54 Wtr Pipe; Test & Anchr-Nall Prtctn 3 Ftg Garage; SollsSteel-Elec Grnd Ftg Dpth 55 DWV; Test Fittings & Anchr_ Nail "Prtctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth " 56 Shwr Pan; Test, Fust fir -Tub Ace ' 5 Stemwalis Main; Steel-Blockouts Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Ace 6 Stemwalis Garage; Steel -Blackouts Wrapped 58 Gas Pipe; Sz & Anchrs ' " 6a Hold Downs and Special Anchrs 59 Fire Sprinkler; Test 7 Slab, Steel Wrapped 60 Yard Gas_Piping 8 Piers-Frplc Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test � -lip 10 UF, Gas Pipe; Sz Anchrs-Sz Test 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12, Elec Undrgmd DATE IM E C H A N'1 C A L 13 Plenums & Ducts; Clmc.-MaterialSupport4nsultn 61 AC Ducts Insultn & Support 14 GirdersSills-Anchr Bolts-Joists-Vnts-Cripples 62 Vent Fan, Exhaust abv Insulin 15 Ace & Vntltn 63 Condensate Drain & Ovrfiw, Sz & Grade 16 Insulation 64 Furnace -Vent Ace -Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pitfrin If Furnace in attic 4� DATE IFRAMING 17 Sills Proper Materials & Anchrs DATE IFINAL 18 Walls Studs -Nailing Spacing & Braces -Plates -Sound 66 Ext Steps -Door & SideLt Prtctn-Landings 19 Bearing Walls over Girders 8 fir Nailing 67 Smoke Detector 20 Draft Stop In Walls (rat proof) 68 Furnace Vnts-Dirnc-Comb, Air-Cnnctr 21 Fire Stops,'Furred CeilingsStairs-Chasers-Tubs In Garage; abv-flr-Ducts-Meeh Prtctn 22 Headers & BeamsSi & Bearing 69 Bedroom Exiting 23 Hangers -Post Caps-Anchrs-Cnnctns 70 GFI & Bath Fxtrs & Tub AccSpa 24 Ceiling Joist-Rftr Ties-Purlin-Roof Brac-TrussShthg 71 GFI Arc Fault 25 Frplc Ties or Type A Flue-Frplc Throat Clmc 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz & Rmx Prtctn-Draft Stop -Ins Baffles 73 Stairs, Guard/Handralls 27 Bdrm Wndws or Exiting Doors -Sill Ht & Dimensions 74 Frplc or Stove, Clrnc-Hearth 28 Garage Fire Prtctn Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall .& Opngs 76 Ktchn, Fxtr & Appinc; Gmd /Ur -Gap -Cooking Cirnc 30 Ext Doors -One X -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcls at Ktchn Counter 31 Stairs; Width-Hdrm-Rise-Run-Landing-Fire Prtctn 78 Garage Fire Door; Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Attic Vnts-Rftr Outrgrs 79 AC Duct in Garage -Damper 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Clrnc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath -Weep Screed-Fndtn Vnts-Undrfir Ace Mech Prtctn; LPG Appince Undr House 3" drain 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 81 Plmb; Else & Mech Eqp Listed for LOctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls 1n Garage (GFI) Romex Prtctn 37 Brace Int/Ext Wall pnis 83 Insultn-Foam-Looked in Attic 38 lnsultn-Walls-Cellings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Dm e & Wood -Earth 86 Clmc Drnge Planters Yes ❑ No °1 �� °a• °'s 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Plmb 89 Vnts abv Roof, Plmb-Appinc-Frplc-Clrnc to Opngs 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFI Rcptcl-Undrgrnd DATE JELECTRICAL 40 Fxtr & Trnsfrmr Clrnc4ns Prtctn 41 Elec Rcptcls Spacing-Lts & Switches at Doors 92 VnUtn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Irispctns 44 Eqp Grnd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged, Gas-Elec 45 Grndng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-C/O to grade -HD Apprvl 46 2 Appinc Cires in Ktchn & Cndctr Sz GFI 97 Energy Cmpinc Cert -Other Certs 47 Subfeed Wire Sz ❑CU or El AL 98 Address Posted AC Wire Sz ❑CU or DAL 99 Fire Sprinkler 48 Range Circ oa ❑CU or DAL Oven Circ ❑ CU or ❑AL Insulated Neutral ❑Yes El No 100 ds 4e 49 Service -Riser Cndctrs & Grnd Main Dsonnct 50 Eqp Clrncs pnls-Motors-Mech Eqp 51 Clothes Closet Lt-Shwr Lt -Spa Lt 52 Smoke Detector o'e vis' 41 e`s7' BUTTE COUNTY - iDEPA,RTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BP061081 B. C. Building Permit 01-16-04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 06/08/2006 APN: 027-240-024-000 the Business and Professions Code, and my license is in full force and effect. License Class : License Number: Site Address: 2858 DALY AVE PAL Date: Contractor: Map Index: Description: MUD ROOM(100)OPEN(435) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: WEYERS WAYNE L & EMMA G permit to construct, alter, improve, demolish, or repair any structure, prior 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 P O BOX 166 the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or PALERMO, CA she is exempt therefrom and the basis for the alleged exemption. Any 95968 violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 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: WEYERS WAYNE L &EMMA G owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for P O BOX 166 sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of PALERMO, CA proving that he or she did not build or improve for the purpose of 95968 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' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: ❑ 1 am Exempt under Article 3 of the Business and Professions Code �' r� Date: Owner: WORKERS' COMPENSATION DECLARATION 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 #: workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as Architect: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation Engineer: insurance carrier and policy number are: Carrier: Total Square Ft: 535 S.F. Policy #: 'd. I certify that in the performance of the work for which this permit is Valuation: $10,850.00 issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, Census Code: and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: % -- r— C) �f Applicant: Z1 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 ispe eblAsued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Resolutions rk indicated abovef r which fees have been paid. (X, �� Name: By: i te: U PERMIT EXPIRES O Address: ate O 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 19627.5 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 state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. 7 Print Name: I.W YAC LLXO YF /R 'C; Signature: -Zi J—L Date: % O (� Owner O Contractor ❑ Agent for Owner ❑ Agent for Contractor B. C. Building Permit 01-16-04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name_ 40 K- irs&U mg A fi- Address ,� I)AL-v Citya �p ,, w47 State G� Zi S �s Phone �� Fax E-mail APPLICANT SIGNATURE X c6a4",� :�:j For office us on CONTRACT013 Name Q Address GG491_1_ N AV,9 City I T pe Const. State Zip Phone 3 3 p P� 75 Fax E-mail Lic. # Class APPLICANT SIGNATURE X c6a4",� :�:j For office us on ARCHITECT/ENGINEER Name W\ (� Q Y►'1i /� Address GG491_1_ N AV,9 City I T pe Const. State Zip Phone 3 3 p P� 75 Fax E-mail State License Number APPLICANT SIGNATURE X c6a4",� :�:j For office us on APPLICANT INFORMATION Name W\ (� Q Y►'1i /� Address GG491_1_ N AV,9 CityQ I T pe Const. State^ ,,� u�T Zi� Phone- 3 3 p P� 75 Fax E-mail APPLICANT SIGNATURE X c6a4",� :�:j For office us on Zoning -- Flood Zone SRA I Yes No Occ. I T pe Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BPOG 108 BIN # PROJECT LOCATION AP#��` CP-L/D "co Property Address -� ,c� .��. City o Cross Street �I-T WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ 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 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. Received by: Amount: Bldg — L .— SRA Receipt #: Sheriff SMIP O� V ther Date: Total REV 8-12-05 r I8 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! ❑ 2. 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 faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (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. Building Permit -Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). 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. ❑ 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. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit 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 can 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 KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 • .. .. .. .�- �-. ,.S Vin- .'T.�..n r. ,t }, , :,,.. �' .•y, r..r y-. ,i -.y rw t ... s ... .. ♦._.. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 Cot;nty Center Drive, Oroville, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: S ASSESSOR PARCEL NUMBER�2- %- Proposed Building Use: "D J T7 U V Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ord re to apply. / N 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 13.J 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 faxesl / ❑ 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) 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. Hazardous Material Form �j ► l''*J 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other . e ammg items needed to issue the permit. (May require additional plan review upon receipt of the following items.)��/ 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ��� (��" j; ❑ 15. Fire'Sprinklers ............................................................................................ , ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by „ ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑/ 18. Erosion Control Plan Required ................................................... - . f 19. Fees as shown on the attached Schedule of Fees Due S :.. .. ' ❑ 20. City of Chico Plumbing permit .................................... .. .. . ... .............. ❑ 21. Site plan and business license approval from the City of Bi ............................ 22. California Department of Forestry plan approval ❑paid. Sent by: - -b4o 23. Planning approval for (A) Use: � (B) Parking: (C) Parcel Check:.l ........6 /. 06 L ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ 0 25. Fire Marshall Review (commercial projects only). Sent by: ...................... N26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ................... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... 30. Owner -Builder Verification (r liven to owner, _Mailed to owner) ..................... 31. Letter of Signature authorization.......................1............................................ ❑ 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 ......................... Cl 36. Other: ❑ 37. Other: When issued Telephone and hold for pickup. have been informed of the above items and requirements for obtaining a building permit. i Applicant: Date: I. Index permit app ication for thevie items numbered: Plan Che k Le ter 2. Ad 'tional items required ontractor, esigrier, owner, wa vis d of the above data by phone, ❑mail, ❑counter, by Date: Con rac or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the aboda ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: -�a Date: Plans approved by: �`�� Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 I TO: FROM: Y • Plot Plan Atladted Floor Plan Attadied Sent to BD/DS Building Division = Development Services Environmental Health 11 SUBJECT: Sanitation Clearance Awx-L 7X5 k ner i Location AP# Plan Approved for: Sewage Disposat-�_ Clearance for Hold final for: dwelling. Other Final clearance O.K. for: NOTE: Water Supply: I : Public Private Well .",-Y�, 11 Ya 0 L wl . j 3 --,,e 1i''1 Environmental Health Specialist Date Building Clearance 9/2005 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [)C ] NO [ ]. V'2. I HAVE [x J HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the .following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: w� DATE; NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11/4/2004 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.netldds OWNER -BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers'' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner-builder"=Building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800321-CSLB (2752) or by accessing their website at www.CSLB:ca gov. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Scott Rutherford Manager, Building Diviion NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. BUTTE COUNTY SCHOOLS IMPACT,FEE CERTIFICATION FORM 0I ^ - C)D (One form per Building) School District TG YCZ> Building Department. No. Q lbl L A.P. Number Jurisdiction: City ES�County Property Owner Property Location Subdivision Lot No. .................................'...................... Residential Development Q. Q. Q Sq. Footage No of Living Mobile Home <�o'N--� Supplementai 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 New Addition. Building Department Representative.. %- Sq. Footage (including Exterior Roofed Areas) Date t Identification No. 060260 School District certifies that lJ (Applicant Address) (Phone Number) (State) W17&69 (Zip Code) - r) has complied with the requirements of Resolution No. / 0 �� by payment of $ A) J+ / 60 square feet. ,2LIvLa, 6 School District Representative Paid by Check # Remarks: rBLL M T"216 $ LL MITIGATION $ Date You may protest the Imposition of the fees Identified above by subirdfflng a written protest.to tel Dlstrlct, In compliance with Government Code Section 66020(a), within 90 days from the date fan are paid. Failure to submit a timely wrkten proMst will prohibit you from challenging tel InVositlon of the fees in any'cou" action. If, subsequent to the School District Representative signing V" Butte County Schools Impact Fee Certlflcatlon Foran, the School Dhrbid is notified by the applicable Local planning Agency that this Project Is being reviewed under tel C&Hfbnft EnvironinmW Cmalfty Act (CEQA). this project may be subject to additional school fen to fully rnitilgate its krdmd on the school d"WaIschools. White (school district), Yellow (building department), Pink (applicant). teviorm xis (3M5*vn 0 Department of Public Works ' C o u n t y o f B u t t e a O OJ. Michael Crump, LAND DEVELOPMENT DIVISION / oDirector� Storm Water Management Program 7 County. Center Drive Oroville CA 95965 (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 [LESS THAN 1 ACRE] Project Description: 10yZO Project Location and/or Parcel Number: - 7 —' o l c " By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB I acre or more of land and that I, therefore, do not need to apply for a Constriction Storm Water Permit from the State of California Regional Water Quality Control Board. 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. t 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: Date: 0 S — �4Q e -4 Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte Coru1[yDepartzrlentofDevelopment5'er-vlces °$urr�° 7 County Center Drive Oroville, CA 95965 o (530) 538-7601 Telephone (530) 538-7785 Facsimile BUILDING PERNUT 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: 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 plan and approved sanitation clearance to the Building Division as soon as clearance is obtained 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 plans 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: /'V( C'C>� V" 14/� Building site address: Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNATURE OF APPLICANT DATE Copy to ApplicandEHMIc lCForms/BldgPermitwithourClearznces 020705 California Department of Forestry and Fire Protection Butte County Fire Department Fire Safe Requirements Permit# 6 Under authority of Public Resources Code Section 4290, the following checked items are required by CDF/Butte County Fire Department and made part of this permit These requirements are minimums and may be superseded by Butte County local regulations, which equals or exceeds these standards. Butte County Building Inspectors will make compliance inspections. 1272.00 Maintenance of Defensible Space Measures [X] To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued availability, access, and utilization of the defensible space provided for these standards during a wildfire, provisions for annual maintenance shall be included in the development plans and/or shall be provided as a condition of the permit, parcel or map approval. Public Resources Code 4291 information will be provided. 1273.10 Driveways [X] (a) All-new driveway construction or an extension of an existing driveway shall comply with Public Resources Code 4290 roadway_ requirements. [X] (b) All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length: [X] (c) Driveways exceeding 150 feet in length, but less than 800.feet in length, shall provide a turnout near the midpoint of the driveway. Where the driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart [X] (d) A turnaround shall be provided to all building sites on driveways over 300 feet in length, and shall be within 50 feet of the building. 1273.02 Roadway Surface pq The surface shall provide unobstructed access to conventional drive vehicles, including sedans and fire engines. Surfaces should be established in conformance with local ordinances, and be capable of supporting a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts, and turnarounds. 1273.03 Roadway Grades [X] The grade for all driveways shall.not exceed 15 percent. Grades above 15% shall have 4" of class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%. 1273.04 Roadwav Radius [X] (a) No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional surface width of 4 feet shall be added to curves of 50-100 feet radius; 2 feet to those from 100-200 feet. [XI (b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures designed to hold or divert water, shall be not less than 100 feet. 1273.05 Roadway Turnarounds [X] Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum turning radius'for a turnaround shall be 40 feet from the center line of the road. If a hammerhead -T is used, ` the top of the "T' shall be a minimum -of 60 feet in length. 1273.06 Roadway Turnouts [X] Turnouts 'shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. Revised 02/28/06 IC It Is E 1273.07.Roadway Structures [X] (a) All driveway, road, street, and private lane roadway structures•(Bridges, culverts, and other appurtenant structures which supplement the roadway bed or shoulders) shall be constructed to carry at least the maximum load and provide the minimum vertical clearance as required by Vehicle Code Sections 35550, 35750 and 35250. [X] (b) Appropriate signing, including but not limited to weight or vertical clearance limitations, one-way road or single lane conditions, shall reflect the capability of each bridge. a [X] (c) A bridge with only one traffic lane may be authorized by the local jurisdiction; however, it shall provide for unobstructed visibility from one end to the other and turnouts at both ends. 1273.11 Gate Entrance [X] (a) Crate'entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving that gate. [X] (b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that road. [X] (c) Where a one-way road with a single traffic lane provides access to a.gated entrance, a 40 foot turning radius shall be used. 1274.08 Addresses for Buildings [X] All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's overall address system. Accessory'buildings will not be required to have'a separate address; however, each dwelling unit within a building shall be separately identified. 1274.09 Size of Letters. Numbers and Symbols for Addresses [X] Size of letters, numbers and symbols for addresses shall be a minimum 3" letter height, 3/8" stroke, reflectorized, contrasting with the background color of the sign. 1274.10 Installation. Location and Visibility of Addresses [X] ' (a) All buildings shall have a permanently posted address, which shall be placed at each driveway entrance and visible from both directions of travel along the road. In all cases, the address shall be posted at the beginning of construction and shall be maintained thereafter, and the address shall be visible and legible from the road on which the address is located. [X] (b) Address signs along one-way roads shall be visible from both the intended direction of travel and the opposite direction. [X] (c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post. [X] (d) Where a roadway provides access solely to a single commercial or industrial business, the address sign shall be placed at the nearest road intersection providing access to that site. 276.01 Setback for Structure Defensible Spice (a),All parcels 1 acre and larger shall provide a minimum. 30 foot setback for buildings and accessory buildings from all property lines and/or the center of the road. [ ] Your,parcel is larger then 1 acre but.your minimum setback for buildings and accessory buildings is less then 30 feet from all property lines and/or the center of the road. You are required to meet the same practical effects'requirements listed on page three. [ ] (b) For parcels less than 1 acre, the local jurisdiction shall provide for the same practical effect. See page three for same -practical effect requirements. Revised 02/28/06 2 �1 Same Practical Effect for Buildings less then 30 feet from property line: [ J If the Building Setback is less then 30 -Feet all property line;—an r the center of the road, the following shall�be required; • .Class A roof, • : Yully enclosed,eaves on entire structure`' • Fire. rated metal doors'on side toward property line with insufficient setback • Siding on entire structure from the following list: (a) Stucco -3 coat (b)' Non combustible °Hardi-Board, Plank. or similar siding (c) Masonry (d) Metal (e) Other Butte County Fire Department approved materials 1276.02 Disposal of Flammable Vegetation and Fuels [X] Disposal, including chipping, burning or removal to a landfill site approved.by the. local jurisdiction, of flammable vegetation and fuels caused by site development and construction, -road and driveway construction, and fuel modification shall be completed prior to completion of road constriction or final inspection of a building permit Other Requirements- Installation of Residential Fire Sprinklers [XJ If your property was part of a parcel split after January 1, 1991, you are required to install residential fire sprinklers. It is your responsibility to inspect the official parcel map to confirm if sprinklers are required. Revised 02/28/06 3 Darren Read Fire Protection Planning 21-8" MAIN. s: 2'-8" MIN. (2) 2"X fOP PLATE I �At7EK I 11 11 11 I t 1, 11 1 11 1 I 1 L- e -- .-I L1-- a-� 1 2"X 501.117 BLU MOT. a ffAlHW _0I1\0 (OUMf FACE fO. ffAIHNa) I APA KASP HAIHIPLri 3/ 8" MN. I' II AMev f0 ONE FAa. NAR.. WYM i i 01 r 8d COMMON a CKY,130K N&5 6" O.C. XON6 ED6E5, AND 1211 OL. IN FIELD I 1 I PCOLE. 5T1t75 Af. COW AND II 11 � C01 4TEK51NK MY5 & WA5H:K5 . MIN. 1/ 2" OAB. Mme_ JiZ Paf5 WtM . - 7" MIN. EMBEDMENT HOLDOWN NTH 1800# MIN. CAPACITY ( 51M95ON H72& H25A` ok can WITH 5518 AI`Ua Oaf 5012 A5 MOMP FOE HOLPOWN) - 1 2"X 5LL PLA2 - I I 2 L EQ EO EQ --- - -------7--------------------------- -------------- --- - -------------------- ---- ----- -- - - -- V-------------�.. ...-..--. - -------_- ------------^----- -------------------J . AL TERNA TE BRA CED WALL PANEL.`. NOTES: 1. For use in garage wall where due to location of overheaddoors, a-4' 0" -lateral -panel can not be provided. 2. #4 Rebar, continuous at top -and bottom -of stemwall. Additional rebirr may be required by manufacture of holdown. 3. Stemwall and footing must extend under.garage door. opening.' 4. In the first story of a two - story building, each braced wall panel shall be in accordance vdth the details shown. Except that the plywood sheathing shall be provided on both faces and tie - down device uplift capacity shall not be less than 3000 pounds. Nailing to be staggered for sheathing, applied to both faces. 5. Alternate Braced Wall Panel's cannot be used on the second floor of two - story buildings (U.B.C. 2326.11.4). .F r Single &az_T_Buddijjgj (With noted modifications for two story buildings) VARIES ' 3G" MIM. .p= n a 6: a my m to prz,:i . f m T -P • x 3 F m ONc _ a i V:o 03 t N x m m _ .. MAX. cr 7c v Z� -Q a -n (403 -- 0 m Dal 6 r Z C r.1 i m1 ti P: �i� 34° o(z ; L i�EIA}JVRAtt RA 90UT e, Z ` MAX. �- 743 (�"MIN. STAIR .� to rn a to s o 73 WIDTi� tj o yea ZT, r1- y NFay 19ss - 65 P SITE PLAN REVIEW APPLICATION Date:6-1-06 AP# oc) 7 c LW Permit Number (if applicable) (�/J 06/C� �` . Bin Number APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: I. Site Acl'dress: Parcel Size: '� �� �C tre-s Proposed;Use: Residential ` ❑ New Sing1kFamily Residential ,RSingle Family Addition ❑ Single Family Remodel ❑ 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/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form Zone:.Z9___S GP: Z=L=21� DEVELOPMENT SERVICES INFORMATION (For Staff Use) X Approved /VC ditionally Approved ❑ Resolve Problems Prior to Approval ❑ Resolved r By ,> �f Date / c t,�)6 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: - General Plan: Applicable Building Setbacks: �Iksetbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: F7 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front f Side r Side Street Rear Height Waterway N/A N/A N/A �Iksetbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: F7 Parcel Created By: [] Deeds: Date of Creation: Legal Access Provided: ❑ No ElYes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: X❑ 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 ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: Page: 3 ,�`; ly., �; s:�.,,1 b;'.rFb�'ile,$7i. 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FOR OFFICE USE ONLY P T CELS _'� C— ---- ev ; TF ADJACEN Scale: 1" _c�� ° ° - SIZE (AC): Assessors Parcel Number: Lz4- ��,:: ° Zoning: :f "� � �' N1NG• Owner Name UL r </ Address / Phone No. Site Location -S r�.,,,+�f-t• Name —7/0 V1�1 I'JVI IVu.+•_• •- — -- -% ,. O ° �� o ° i General Plan Desi �, GEN PLAN: ---- y Size, Acres _ USES.: C, Size, N�\ a.00r , ren�- Phone _ t� I APp �Z- eal En..Butte co ron-enta ite ure il4 V JEW i 0 Ic/S o6(? 6 � h9 �YJ �L t �x 6\c 1,C7, A 10 �-�Lp G v B11T E COUNTY BUIL If4G DIVISION o APPROVED E �`f v f L -J Vi wil A 0 v & SIT� PLAN ...................... ... . . ................ . .................. . ..... ...... 7 ...... ... ................... .............. .......... ...... ..... . ............ 7 ............. ....... ..... .... . ..... ..... . ..... .... ....... ... . ... .... 7 ... . ... . ... . .......... ...... . . ... ....... ...... ............ .... ..... ....... ....... .......... ...... ......... ..... ..... ...... ..... .......... ..................... ....... ............. ...... .............. 7*'*** .............. ...... ..... ...... ............. ...... ...... ............ . ..... ............... ..... ............. ...... ...... ...... ............. .............. ....: ............. ...... ........ ... ................... ............ ..... ...... ... .................... ..... ..... .............. ...... ..... . ..... ..... . .......... ............. ...... ............ ...... ...... ...... : ...... ............ .............. ............ ...... ........ .....* ...... ............ ....... ........... ............................ ................... . ....... .................... ............ ------ .. ..... .... .............. ...... ...... ...... ...... .... .. ........ . ..: ..... i ...... .......... . ...... ...... ..... .............. ..... . .. . ................... ... . ...... ..................... ................ . ..... ...... ............. ...... ........... ...... ..... . ............. ...... ...... ... .... .... . ..... ..... ..... ...... ...... ......... ............ ............. ............. ...... ....... ................. ...... ............. .. . ............ .............. ...... : ..... . ..' ....... 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I . ............ ...... ...... * ............ . ................ — ....... . ..... a ...... ........... . ..... ONLY PROVIDZ�FOR ALL Y If ...... . .................. . ..... FOR OFFiCE ubt: u"q ADJACENT PARCELS SIZE (AC): Scale: T' Number: Zoning: Assessor's Parcel Num LCZ= )r--.,4 S0 General Plan Desi ZONING: Owner Name UL� LAN KI Address I Phone No. Site Location - r1nnf-Mf-t* Name Phone civ Size, Acres USES.: N 4.00' �1 �la��a D C>l\^ J -s)Od o S Cd c'b 11, O La SIT�'j PLAN ............. :....._............ ....... _..... _......................._............................................... .... ....... i c N f l _:..............._....._..._.......__....._........:..._.....__.........._....._............_....._. ................. -. `. 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Z . �. �i F :.....:•.....:.....�.....F .. ...........:. .. . .. _ .. ............ ....................... p �. . .... ................................................. ........ �.......... .. .. .. .. .. ....................... .. .. .. ... .. .. _ v. .�. .� .�-.z� ... .. .. .. .. .. .. .. .. .. .. .. _ ... ILDIN C. .. .. ... .. ............. .................. fED . . . . . . . . . .APPRO ............ .............. _........... -......................... -.............. .................................... ..-1111•-- ------ ...... ........... t"............ _..... ......... U T r Assessors Parcel Number: �� — [ — ®9 � Sole: V = � /( 00 Fo A _ i r . r--• . A . ! ja O Owner Name Address 1 Phor ISite Location Contact: Name vm ,a tj mss? �'1 f w1 ►a- /t� Phone o A2M3 . 1•, ..A �AH BUTTE COUNTY BUILDING DIVISION . APPROVED FOR OFFICE USE ONLY PROVID5 FOR'ALL Zoning:ADJACENT PARCELS j SIZE (AC): General Plan DesigZONING: Size, Acres GEN PLAN: a.00r - USES: MENEM OEM MIN IN MM ONE ME M ONE 0 N NONE IN MEN son _:..............._....._..._.......__....._........:..._.....__.........._....._............_....._. ................. -. `. 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