Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
040-290-024
o - -0-29-24 Adrian Girard �, S/S �L,9 Ott Rd., 2 mi.S.of-Oa�c Lan , '` • "m/�,v ENVIRONMENTAL HEALTH CLEARANCE "y Permit # "99-78P;E(uti1. ,MH) DATE - J( - oZ - ELEC /,gO 3 ACO RT S RUCTURE REQ. /!Jp CTION TEST REQ. �JQ 40-29=24 COntr._ Oroville. Tr-•ai er ales Permit #1413"78P I �• 3�3��% Issueds d 040-290-024 �_ 0_ DIETZ, HEALE & MARGA HALED 91.85 LOTT RD. DURHA CONT: JAMES SERRANO NEW 2 BR SF t ! a i i k U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Federal Emergency Management Agency National Flood Insurance Program Important: Read the instructions on pages 1-9. OMB No. 1660-0008 Expires March 31, 2012 SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Don Murphy Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 9185 Lott Rd City Durham State CA ZIP Code 95938 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN # 040-290-024 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Accessory - Ag Building - ( sis A5. Latitude/Longitude: Lat. 39.38.03 Long. 121.46.15 Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) n/a sq ft a) Square footage of attached garage n/a sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade n/a within 1.0 foot above adjacent grade n/a c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Butte County Butte CA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood B9. Base Flood Elevation(s) (Zone 06007CO520 C Date Effective/Revised Date Zone(s) AO, use base flood depth) April 20, 2000 June 8, 1998 AE 149.0 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date ❑ CBRS ❑ OPA SECTION C -- BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: 15 NQ Mica.94awkw. ❑ Building Under Construction' Finished Construction "A new Elevation Certificate will be required when construction of the building is complete. i_T_ C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized RM 58Vertical Datum NGVD 1929 Conversion/Comments RM 58 same as Butte County BM # 1183 = elev. 169.31 ft. (NGVD) Check the measfr;eot ,4Y - 15 B I a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.t��J ® feet ❑ meters a o=Rico o�nly {�'`�'� -a b) Top of the next higher floor n/a. ❑ feet ❑ meters e o Ricoeonly�✓OU 1 �7 1 B c) Bottom of the lowest horizontal structural member (V Zones only) n/a. ❑ feet ❑ me �( r 144,p, Sy)� DIVISION d) Attached garage (top of slab) n/a. ❑ feet ❑ me ergs (Pd�Ricb� onflgr)jl 1 V e) Lowest elevation of machinery or equipment servicing the building n/a. ❑ feet ❑ meters (Pue o Rico`�o " `, _--s (Describe type of equipment and location in Comments) O b En f) Lowest adjacent (finished) grade next to building (LAG).® feet ❑ meters (Pue�t Rely g) Highest adjacent (finished) grade next to building (HAG). ® feet ❑ meters (Puert Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including n/a. ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available.l QQI� N9 understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ❑ F© Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes [ No -ACE �yG� Certifier's Name Matthew B. Teague License Number C61554 O d�Zr ,54 to Title Civil Engineer Company Name-, Exp. 6 /( � . Address 2367 Dayton Rd City Chico State CA ZIP Code 95928 s+ CfVI Signature_/� Qatf Telephone 530-893-1350 q�FOFC l 0 FEMA Form 81-31, Mar 09 " See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 9185 Lott Rd City Durham, State CA ZIP Code 95938 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments re Date ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 -E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1 -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top.of slab) is 0 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address Signature City State ZIP Code Date Telephone Comments ..J ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum G10. Community's design flood elevation ❑ feet ❑ meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions 8 INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, 9ROVILLE RELEASE 114V. HEAL= HOLD ON j;IELDING FINAL FOIL: O NAME: SEPTIC: '- WELL: o� All.RESSILOCATION: c 3 1y . 4- M � �. . T i Y, l,Y�}1 � u ' IR'. .�, ,� „F �. 1 � .,..� Y y �6l �I��.-� y � �'3�� �• p� 6 �, � �t �� R#s i ° �w�,f �1 C o ,� tj r 0 VA• ~ iIC �`�s. r 0 ��: �' � h- ay��, r4,. e`.t ..1 � � '�.S �3 . �'`, )Y _ A' _. 4t a _lanai.., a Land Use Consulting Pam Figge December 17, 2004 Yvonne Christopher (Hand Delivered to Butte County Planning) Director of Development Services Butte County Planning Division 7 County Center Drive Oroville, California 95965 DEC 2 0 2004 Re: Tentative Parcel Map (TSM 0216) APN,040-290424 & -02--5--' Neale and Margaret Dietz Dear Ms. Christopher, BU*GE C061y I have been retained by applicants Neale and Margaret Dietz to assist #%%n in ging a firm -panel land division for their properly located at 9185 Lott Road, Dwham. The purpose of this letter is not only to ensure that their parcel map application eAnll be considered by the Butte County Planning Commission at the January 27, 2005 meeting, but also to express our deep dismay regarding the appalling delays in the tamely processing of this simple parcel map, and the misleading advice from Butte County development staff. In reviewing the file for this project, it is evident that the intent of the State Permit Streamlining Act (Government Code §65920 et seq.) has not been followed and most l=ikely, its mandates violated. This important legislation was adopted "to ensure dear understanding of the specific requirements which must be met in connection with the approval of development projects and to expedite decision on such projecs.m This has certainly not been the case, in the processing of TPM 02-16 (Dietz). My clients first applied for a tentative parcel map to create four parcels for the property on which they reside, September 27, 2000. Since their property is zoned A-10 and the total acreage exceeds 42 acres, creating four parcels was consistent with the existing zoning. They were subsequently informed that a four -parcel division would not meet certain County environmental health standards (shallow ground water ring in the southerly portion of the site). The map was revised,, eliminating one parol, and submitted on September 18, 2003 in accordance with direction from both the Planning Division and Health Environmental. A letter was sent on September 18, 2003 to then Planning Manager, Joe Baker, from my client's engineering firm (Feeney Engineering, Chico) noting that since the property was zoned A-10 they had been informed Q did not see any written documentation from Page 1 of 3 P.O. Box 1553, Paradise. CA 95967 4 County staff stating this possibility) that a 300 -foot buffer may be required. However, Feeney Engineering was informed by the Agricultural Commissioner's ofd that since the property was in a transition zone from agricultural to more residential, perhaps only one property line required a 300 -foot buffer. On September 30, 2003, the Planning Division requested some minor changes to the three -parcel division. The Environmental Health Division's letter to Mr. and Mrs_ Dietz on October 27, 2003, noted they would recommend approval on granting a ming exception to Appendix VII. of the Improvement Standards and they also included "suggested conditions for the map." In a memo dated December 2, 2003, from Robert Hall, Deputy Agricultural Commissioner, to Senior Planner, Steve Betts, he noted that"things, have during the intervening time since Mr. and Mrs. Dietz submitted their application, and that the "latitude for adjusting Ag Buffers, we were lead to believe we had, has now been more precisely defined.A He concluded that "a standard 300 ft buff" would be required. Mr. Betz informed Feeney Engineering by letter on December Z 2003 of this decision and he suggested that the issue be discussed directly with Mr. Hal9_ On December 23, 2003, a meeting with my clients, a representative from Feeney Engineering, Rob Hill, Deputy Agricultural Commissioner and Senior Planner, Steve Betts was held to discuss the 300 -foot residential buffer. Rob Hill suggested that clustering the homesites would preserve agricultural use on the property and lessen impact to the adjacent agricultural uses. Once again, a revised map that included the suggested clustering was submitted on behalf of my client on January 12, 2004:. After taking the revised map to the Inter- Departmental nterDepartmental Review Committee (IDR), Mr. Betts noted in a tetter to Fenney Engineering, dated February 17, 2004, that on January 29, 2004, the IDR determined "that even through the clustered homesites was a good concept it was still not consistent with the 300 -foot residential structure setback pursuant to Program 2.2 of the Butte County General Plan Agricultural Element. Therefore, staff would not recommend approval of the revised map. It was noted by staff, that two options were available to my clients: revise the map to create only two, 20* acre parcels with a 300 -foot buffers or present the map with the homesite clustering concept to the Planning Commission accompanied with a denial recommendation from Planning staff. My clients choose to once again follow stafrs recommendation. The revised two -parcel tentative map was submitted to Planning staff on March 9, 2004. In the accompanying correspondence from Fenney Engineering, it was pointed out that the 300 -foot setback decision made by the County shall appeared arbitrary as other similar parcel maps with clustered homesites in the general vicinity had been approved with mitigation measures to ensure that future agricultural uses were not precluded on the properties and residences would be protected from driffing agricultural spray. Page 2 of 3 I am familiar with Butte County's Agricultural dement as I was hired in I9W97 as a contract planning consultant to help the prior Directors of Development Service implement the Butte County General Pian, and specifically the agricultural butter through amendment of the zoning ordinance_ As with most of the efforts to bring Butte County's General Plan, zoning and subdivision ordinances into internal consistency and compliance with State law, the "ag buffer" has never been codified, and decisions of when, where and how to apply such a buffer continue to be subject to interpretation and unequal application. The Deputy Agricultural Commissioner said "latitude for adjusting Ag Buffers, we were lead to believe we had, has now been more precisely defined." This is simply not an acceptable way to "precisely define" policies that should be implemented as development standards through amendment of the zoning andfor subdivision regulations. Neale and Margaret Dietz have been extremely patient, but they are reaching the end of their patience. I believe there are some serious problems with the pressing of their tentative map, the judgment calls from various County staff, and the lack of consistent and comprehensive development regulations. My clients have spent considerable time and money, and, in goad faith, revised their map on advice of County staff several times. We do not fault Senior Planner Betts, the current planner assigned to this project_ We understand there have been no less than three other planners assigned to this simple map application. We have been told tftat the tentative map is tentatively scheduled to be heard before the Planning Commission on .January 27, 2004. We would like your written response within the next week, ensuring us that TPM 02-16 will be before the Commission on this date. We also request a full staff report prior to the hearing art as set forth in the State Subdivision Act (Gov. Code §66452.3) I am available to answer any questions you may have regarding this project or provide further clarification. I can be reached at 877-4544 or 877-0991. Sincerely, Pam Fi 99e Land Use Consultant cc: Neale and Margaret Dietz, 9185 Lott Road, Durham, CA 95938 . Curt Josiassen, District 4 Supervisor, P.O. Box 385, Richvale, CA 95974 Bob Feeney, Feeney Engineering, 1250 East Avenue, Suite 10, Chico, CA 95926 Bruce Alpert, County Counsel, 25 County Center Drive, Oroville, CA 95955 Steve Betts, Senior Planner, 7 County Center Drive, Oroville, CA 95965 (band Page 3 of 3 sem`, NOTES (7 ./ AM- clJle ll�l t L ; C' Y ,F f � Ar 47,011DENTIAL 040-290-024 01-1300 DIETZ, HEALE & MARGARET 9185 LOTT.RD..DUR 4AM CONT: JAMES SERRANO NEW 2 BR SF OFFICE COPY t Address ` r G AS O Meter By D ELECTRIC Meter By- SPECIAL y SPECIAL CONDITIONS Cont 0vl �i iOI CHECKED 0-F-Yt f►'1SpG BY ZA OD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER tAotd irjv�a_t V�or 5tic. sy stu'Yt af- tki Sep}i c_ sjSi-c rn err fl bi! horn2 . JOB FINALED (Date) Signature ./ = OK 0 =Not OK = Not Applicable MOBILE HOMES = Not aeady 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. / /'Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing' Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining . 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI - 9. Tie Downs -Type -Installation Can. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS l Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing' 11. Ext.; Steps -Doors -Landings 12. Braced Wall.Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining . 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI - 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date. Card B-1 Date Card B-1 Date Card B-1 bate Card B-1 . i ✓ = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date ,Underfloor (Plans) OK except #'s ?,6ning- Setbacks- Easements- Flood -Slope CVFtq, Main; Soils-Elec. Grnd.- Z/" Ftg. Depth 3 tg., Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth 4. tg., Porches & Decks; Soils -Steel-/ r' Ftg. Depth 9.to alls,Main; Steel- Blockouts-Wrapped 6. mwalls, Garage; Steel -Blackouts -Wrapped 6 Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8 Piers-Firep tg.-St el elp'"N.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 . UF, Gas Pipe; Size Anchors - Yard Gas Piping Size Test 1 Water Pipe; Test -Anchors -Regulator -Service Test log;tT"tric Underground 1ePlenums & Ducts; Clearance -Material -Support -Ins. 1 irders-Sills-Anchor Bolts-Joists-Vents-Crippies 1 cress & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK exce t #'s 17. Watr.; Vent-Acc s- ombu on Air ffle WatgvPipe; Test & Anchor• rotection V.; Test Fittings & Anchor -Nail Protection -03_09L Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Date/FRAMING Card B-1 Date Card B-1 Date nge Post Caps -Anchors -Connectors Card B-1 Date Ca,d B-1 Date ,4 . ELE CAL (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 2 fixture & Transformer Clearance -Ins, Protection drm. Windows or Exiting Doors -Sill Ht. & Dimensions 24 -6q. -Receptacles Spacing -Lights & Switches at Coors 52. 2&1<ze §petr& No. of Conductors Stapled Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. omex I al ed Close to Edge of Studs & C.J. 5 2 1 round made up w/Mech Fasteners -Bond Gas & Water Siding -Nailing Veneer 2 ice Circuits in Kitchen & Conductor Size GFI 58. 2 . Su ed Wire Size / A/ga. C&'VA.C. Wire Size / / ga Cu or AI Walls; Nailing -Bolts §gAange Circle / / ga Cu or Al -Oven Circ. / / �or At Insulated Neutral ;;"t I] No 6 62. 31. Service -Riser Conductors & Ground Main Disconnect 32. E -Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card 3-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s C. Ducts Insulation & Support Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F MING (Permit) OK except #'s ill raper Materials &Anchors 4 al uds-Nailing Spacing & Braces -Plates -Sound 4 Baring Walls over Girders & Floor Nailing 43. D ft Stop in Walls (rat proof) Fiyd'Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 eaders & Beams -Size & Bearino jingle & Duplex) , Date/FRAMING (Continued) 4 nge Post Caps -Anchors -Connectors Card B-1 Date Card B-1 g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. ,4 . -Fire ce Ties or Type A Flue -Fireplace Throat Clearance Ext. Steps -Door & Sidelight Protection -Landings tti ess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. Windows or Exiting Doors -Sill Ht. & Dimensions 5,1. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; -Headroom-Rise-Run-Landing-Fire Protection 5 ood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-UnderflJ. Access 58. QtMzing Area -Glass Protection- Skylights -Plastic' -QfieShear Walls; Nailing -Bolts 60. ace Interior/Exterior Wall Panels 6 62. Insulation -Walls -Ceilings Infiltration -Walls -Windows 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.)-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 ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J 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: 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-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 & 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.)-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 ❑ Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J 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 . 90ILDING DIVISION`] DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA�(530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. • Please notice this office when correction of work is completed.. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. `; 1. COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA -j(530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice'tfiis 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. A.,Date D 0' Inspector REV 10/92 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538-7541 CORRECTION NOTICE OWNER PERMIT NO. i A routine inspection indicates that the following violations of butte county Ordinances exist at the z above address and should be corrected. Please notice this office when correction of work is comple7d. If you have any questions pertaining to this matter, or need additional explanation, please ontact this office immediately. ,a :l 1141"r jV Date 7—C/1 Inspector :J2 zl REV 10W - -E ''�-•�'�-:�4.^•.�,�1:;,._u7ryv.cY--'---`-`'rti'��..-L'.%'��- i.��'"��.�'l.:v--"'+.ten-✓-.��:�-�.s-,�., COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 01- 13 oo 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, p�l�eacontact this office immediately. C'011>�•n µo -c' 1/I G���L�1 �l t �s ,ie- at-- - - - —f _ - i , -1117) s../. -NS .mac 11 Date (D, ! 0 0 Inspector REV 10/92 0 Y COUNTY OF BUTTE .BUILDING DIVISION, , ..........-.;;�,:. - DEPARTMENT OF DEVELOPMENT SERVICES :£ 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE F OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address nd should be corrected.. Please notice this office when correction of work is completed. I ou ve any questions pertaining to this matter, or need additional explanation, please co ct t ' office immediately. w ^ Al�( 1 Date t ` Inspector REV 10/92 4: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA % (530) 891-2751 7 County Center Drive •'Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. if you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately.. t' dob, t „�� �.� 3 _t r , 1 Date L4 L~ Oti Inspector REV 10/92 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) APPLICATION AND PERMIT 0 %_i_:�dD ASSESSOR PARCEL NUMBER 040-290-024 ZONING A 3 - BU I LDI NG P ERM IT OWNER GA= ngfir"ifiva342-440 TELEPHONE SO. FT, OCC. BUILDING VALUATION . OWNERS MAIUNG ADCRESS 9185 = RD DURHAM, CA 95938 2931 R 158,274.00 720 C 9,360.00 CONTRACTOR'S NAME JAMES B. SERANO I TELEPHONE 164 C 2,132 00 CONTRACTORS MAILING ADDRESS 1051 F CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace 2 3,000.00 Total Valuation $ 185- Qn-nn ARCHITECT OR ENGINEERFiling JOHN ANDERSON Fee $ 20.00 Permlt Fee $ 940-50 ARCHITECT OR ENGINEERS MAILING ADDRESS 520 ESPLANADE CHICO CA 95926 Plan Checking Fee $ BUILDiNGADDRESS 9185 = RD. DURHAM CA 95 Energy Plan Checking Fee $ 23-00 $ PERMIT FEE $ 1594.gl IAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF)O Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.0 01,111- 00 Solar or heat pump water heater 1 23.00 Water piping 15.00 1 5 -on Each as water heater or vent 15.00 30 00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NW2 RR SF Gas piping system 1 - 5 outlets 15.00 30 00 Building sewer 15.00 1500 Mobile Home IS I G I W @20.00 ' PERMIT FEE s 243.00 ELECTRICAL PERMIT Fling Feel 20.00 Main Service zo A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect. License Class ( Lic. No. 2 ` 2 (� OWNER -BUILDER DECLARATION hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: P -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 Main Service 200A TO 1000A 46.00 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( a ACC, BLDS. 3.5QFT; 160.9 =R61D MULTI.OUTLEi @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXRES 20 @'.00 TUBAL Q .SO FIXI Ex. Occup..OUTLETSSREESIDD °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 226.97 MECHANICAL PERMIT Fling Fee 20.00 Heating 2 120.00 40.00 Cooling 2 20.00 40.00 Hood 6.50 6.50 Ventilation 3 4.50 13.00 PERMIT FEt S 120.00 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 worker ' compensation provisions of section 3700 of the Labor Code, I shall fom comply with se provisions. X o""` Date S- -3 / ' z 0--3 f _ Signa re of Applicant - ❑ Owner ❑ Contractor ❑ Agent An 6 SHA permit is required for excavations over 5'0" deep and demolition or nstruction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 C, %°3 co T TYPE 1N TOTAL FEE $ 2230.80 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic ov for hich fees have been paid. B �"'�1 D e 0 PERMIT EXPIRES ON efe ReceiptNo. 73 Z7 3%5, WHITE-D.D.S.-B.D. CANARY- S S O PINK -INS TOR GOLDEN O PPLICANT OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE P OPOSED BUILDING USE BUILDING PERMIT FEES (J --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ -=Revised Plan Checking Fee .........:....................... $ �2. ,SCHOOL DISTRICT FEES paid at District Office) 3. `SHERIFF FEES (paid at Building Divisio Residential .................................... x $360.00 = $ O 1. 1Units Commercial, (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. , URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ r Sq. ft. Amt. — 5. RECREATION DISTRICT FEES 0611eMftv — 6. JHERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) . 8. ! WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. a CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # _DYE- % F90or DATE l 1-621 RECEPT # DATE REC. 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 -i DATE Pursuant to Gov rnment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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 durin'cyj which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) +"'^^--tF'--�r�a...s....,,,..�,�Mrr+^-^...-e�-..7v-e.i+.++�..+.�----.."ti..,t�--"'-�.�.,..n-•�••••�=�_r•-�T•,y....;�... �-�"...•--...--r-c r•-....r------.,.-.-�. BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property`Owner (s): Project Location/Address: l 1 $5 1-0+f lai, Subdivison Name: Type of Residential Development (check one): Assessable Square Footage: 2931 U New Development U Alteration' Addition ❑ Mobile Home (s) ❑ Non -Residential to Residential Comments: . Ce-Z!X91 Building Division Rep6bentative Date Durham Recreation and Park District (DRPD) certifies that 347- 440--1 Applicant Name Applicant Phone Number 1 5 RA. -T wrhayy� Street Address City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for 29,31 square feet at $ 1.04 per square foot for a total payment Of $'50401-00 DR epresentative PAID BY CHECK No.: BANK No.: 9 d - 35 •PAID BY CASH: lS RECEIPT No.: 137{-7 Remarks: 7/zoo Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION BUTTE. COUNTY SCHOOL'S IMPACT FEE CERTIFICATION FORM (One form per Building) School District �W�.Y�'l/i'YL Building Department No. A.P. Number Q 2 /p' 0-. 4 Jurisdiction: City County Property OwnerQt,,.1 Z,... Property Location/Address r Subdivision Lot No. t, 0 Residential Development 0 No of Living Mobile Home Units Installation r � � Commercialllndusbial. 0 f f r t r New t AddRion Building Department Representative ................................................................................................................. . Sq. Footage Addition/ *Supplemental to (Group R) Conversion Permit # '(No foundation inspection): ................................................ . T ...................... t I f' Sq Footage ] I , , (Including Exterior Roofed Areas) Date trwor mans reviewea oy bcnooi uistnct rersonneq District Identification No. z, / Oto ON i Five School District certifies that AlCw ( E b/ E TZ (Applicant) C (Street Address) (Phone Number) C'Htoo (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 0� 9% square feet. School District Paid by Check # Remarks: qby payment of $ FB 2926 $ FULL MITIGATION = Date r • r Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201al. within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110198)dmm a�.�,'"..`V"�Y'.,�"'"7'.r''ti*`'7'crc``x'`+'^„a-,�.rc... '�'-+4'tiz-•.".s+<�s . ����`-„�*rn�"•f�+•'^'�aa..r-•�r'°esiiwy.E`�''>`^'v+�a� �.`„�t:.;r.� a��y: »:�; r�.SL.*.`�y,r7t�... i,fA'. � �r •r^r--. BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Dq0' 290 c Property Owner (s); -r>12J r- Project_ Location/Address: (� .g5 Ly+f pc( 1✓,, -y. F� Subdivison Name: ' Assessable Square Footage: ,2931 Type of Residential Development (check one): la New Development ❑ Alteration/Addition ❑ Mobile Home (s) x Comments::.,; Non -Residential to Residen\al Building Division Representative Date r Durham Recreation and Park District (DRPD) certifies that r '� ,r 1 1/��':34z44 0� Applicant Name Applicant Phone Number Street Address City State Zip Code has_complired''With the« requirements"Ofthe Butte County Board of Supervisors•Resolution'No.',`, 93.- 114 by payment for 931 square feet at $ 1.04 per square foot for a total payment of $ DR epresentative PAID BY CHECK No.: Remarks: BANK No.: 64. -- .PAID BY CASH: RECEIPT No.: 7+7 7/z/o i Date DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION 0 `COUi .TY OF BUTTE - DEPARTMENT , DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 COUNTY CENTER DRIVE - OROVILL"E, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"ITAPPLICATIONDATA SHEET OWNER: 14txe. ' • ASSESSORPARCELNUMBER: OV0- ASO - 6„� Proposed Building Use: ,C Building Inspector: RV Date: - 3/__ 04 At time of permit application, I *' advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ----------------------------------------------------------------------------------- --- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans.------------------------------------------------------------ 'a ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- i ❑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! ------------------ 116. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---------------------------------------------------------z. ❑ 8. Hazardoui Material Form. ------------------------------------------------------------------------------------------ ufactured Home data and instillation instructions including Tie Down Specifications.------------------ JOIs of $ ---=---------------------------------------------------------------------------- i Impact fees as shown on the attached schedule. ----------------------------------------------------------------- 1011 . California Department of Forestry plan approval/fees.---------------------------- -L-------------------------- lood elevation certificate.---------------------------------------------------------------------------------------- - S)/.'0 Sanitation and plot plan approval ( %ftfi Health Department. ------------------------------------------- 15. City of Chico plumbing permit.-----------------------------------------------------------------------------=----- f ❑ 16. Plot plan and business license approval -from -the -City. -of Biggs---------------------------------------------- ❑ 17. Planning approval for A Use ,(B)Prking::..'" -------------------------- 6 g o ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainag gal -Parcel:. ----------------------- Ell 9. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 11) - -------------------------------------- 024. Letter of signature authorization. --------------------------------- ----------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement:, -=------------------------------------------------ 026. Letter of intent on building use. --------------------- ------------------------------------------------------------- ❑27. Manufactured Home utility clearance. ----------------- ---------------------------------------------------------- E128. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $-- - 2 0 O'k� 30%..Other: 02� 4' t 0� Wh� you issue the permit, roces follows ❑ Mail to, owner, ❑Mail to contractor. elephone7 �/ 6 and hold for pickup at office. ❑Del er with inspector. ; S'T a oe,r, i2�1, /aw 7//9/0� / Applicant:-- v Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, 11 Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Dep er: By: ( �'dex permit application for the above itemsn b 2 Plan Check List ®Ad ' "onal items required: eYYK.I ontrac , designer, owner, was advised of the above required data by phone, ❑ mail,-❑ Building Division counter, b 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 r uired data by 13 phone, 13 mail, ❑ Building Division counter, by Date: Plans reviewed by: \ ✓ L_ Date: - S - O Plans approved by: j�i/l:('i Date: • (� 01 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAI- r..,,., - r'1 -4. -n.-+ 4,,;P„+..f Tlo.,oln.... o.,r Co.-..:. U ;1..__ n ...... TO: Building Department FROM: Environmental Health SUBJECT:' Sanitation Clearance O1��Jov E.H. USE NLY Plot Play Attached Floor Plan Attached Sant to B.O. / Owner Location AP# Plan Approved for: Sewage Disposal L--*-' Water Supply: Public Private Well Clearance for --v dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 I .. ;�/ Date 0 . BUTTE COUNTY ADMINISTRATIVE PERMIT FOR TEMPORARY TRAVEL TRAILER Applicant's Name: /y&'/L L4,(.e � B Applicant's mailing address: 9/,?.- t07�6 66.I,rD �/ho�r�lily `I'J',! Address site: S�Mer Assessor's Parcel No. ��yD_a jQ_ Day Phone No. $`l.3 'O Date Building Permit issued: (Attach copy of Permit signed and issued) Date Sewage Disposal Permit issued: % ^l0 (Attach copy of Permit signed and issued) I certify that the above information is correct and that I have read Butte County Code Section 24-300-C. On the reverse side of this application. Applicant's Signa -/z"Date: � o FOR OFFICE USE ONLY Date Application received: 6 Aujr D / Zoning verified by: A- —/0 Permits reviewed by: CA41- 4" L-L..C, Sewage and building permits reviewed by: ^jQA001 ' A Date: .2 Approved by: Date: 7--W —O/ Administrative Pe*it Approved:. 6 10 1 M.. A. MelIr a Date Planning Mana Alpha File: "Mobile Home Permits - Temporary Trailer" cc: Build Permit file Date revised: August 6, 2001 K:\PLANNlNG\F0RMS\TEMPTRAl.FRM 24-300 C. Temporary uses in zones permitting a residential use: Temporary travel trailer as a dwelling unit during construction of a single family residence or the rehabilitation of a single family residence that has'been damaged by fire, earthquake, tornado, other acts of nature, or has been deemed condemned or uninhabitable by the County, subject to the following requirements: A. The travel trailer may be placed for a period not to exceed one (1) year from the date of issuance of the Administrative Permit; provided however, the Planning Manager may extend such Administrative Permit for one six (6) month period. Such extension by the Planning Manager shall be done only upon a showing of physical or financial hardship by the applicant. B. That the occupant has secured a building permit for a residence. C. That the occupant has secured a sewerage disposal permit from the Butte County Environmental Health Division. D. That before six (6) months have elapsed from the date of the issuance of the building permit, the occupant shall have completed the foundation, rough plumbing, framing and the roof of the proposed residence; and E. That the house must be completed within the one-year period and the trailer dwelling must be abandoned. F. The applicant must obtain the necessary permits from the Butte County Building Division and Environmental. Health Division for the travel trailer installation. BUTTE COUNTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH SEWAGE DISPOSAL PERMIT P. O. Box 5364 7 COUNTY CENTER DRIVE CHICO, CALIFORNIA 95927 OROVILLE, CALIFORNIA 95965 Telephone (530) 891-2727 Telephone (530) 538-7281 Date Issued 2Z18 1 -a / EXPIRES ONE YEAR FROM DATE OF ISSUANCE Permit Issued to T4&A0016Q _ 0�� To construct a sewage disposal system for: od Located at: y A.P. #C�%� SEWAGE ISPOSAL SYSTEM REQUIREMENTS SEPTIC TANK LEACHING FIELD '( Liquid capacity: gallons Total length: feet Material N,�J��'� Trench width:, inches , Minimum No. of lines: ` Rock under pipe inches i Sv� cial conditions: ` i �` �% Tri S/ 12" ^%1. S" %-D n.• 'ok, r s _.. I _ J_ _.. i--... Ie - - — • r -r- Aa. Additional leaching field will be required if experience shows it to be necessary. No part of the system may be 50 feet of the center line of any County Road. NOTE: Satisfactory inspection by the Health Department is required before backfilling or putting the system into use. Occupancy of anew building is not permitted until the system is approved. Permit Fee $ `- Penalty fee $ TOTAL FEE $ Additional Fee $ Receipt No. �D 2� 10 Issued By: /j E ONMENTAL HEALTH SPECIALIST -S31 -278R (Rev.4/98) 1.�.._iV.:-•. :: :�. ...•. ..'. :'.�... .•�. ..._ ....-..: .:_:!. _ ._...._�.._........_...:kA:`i•L'."Is1►.4n.r4J_w'..:'.r"'�'i��Ai�a:�'�`�'.�w:..:t•��'di[;;i'l� m RECEIPT 19762 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING .. 4 ISSUO By Ax oHAMAMIM 6a 60- DATE RECEIPT TOTAL PUBLIC LAFCO PLANNING PUBLIC ENV. FIRE NOEMOD OTHER APPLICANT RECEIVED FROM NO. RECEIVED WORKS SALES HEALTH F/G FEE RECEIPT 19762 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING .. 4 ISSUO By Ax oHAMAMIM asn &vpns Aiossaaw ❑ Ime4co ❑ SRA p ON[] :Pa*"U S3UKuawXhM 95V RM Pue PW! uaLpo ❑ umotIS se No aue s;uauau!nbab 6uldmNn ❑ :6u!dexpuel Jayao ❑ uMo4S se )!o aue s wumAnbab bu.Wed ❑ :6unped ww uuuad anpe qu!w v ❑ vw ad asp jouiw ❑ iiw ad asn ❑ . bu!uoZ ueb p auao SDA ❑ ON auOz u04394W PatAmem . :auoZ SOA )U !aH u!e!dpoo13 v asn )payP 'SaA ❑ ON OI �eia ON ❑ Ueld OypadS SaA ❑ ON IN �aa<�S ap!S - ON It ueW UOPV WAIN O ( apls 4awaau6V uOawmJO0 PUel 'IIf�T d aPco &Jwz asn &vpns Aiossaaw ❑ Ime4co ❑ SRA p ON[] :Pa*"U S3UKuawXhM 95V RM Pue PW! uaLpo ❑ umotIS se No aue s;uauau!nbab 6uldmNn ❑ :6u!dexpuel Jayao ❑ uMo4S se )!o aue s wumAnbab bu.Wed ❑ :6unped ww uuuad anpe qu!w v ❑ vw ad asp jouiw ❑ iiw ad asn ❑ . bu!uoZ ueb p auao SDA ❑ ON auOz u04394W PatAmem . :auoZ SOA ON ❑ u!e!dpoo13 v asn )payP 'SaA ❑ ON auoz aspwaIu3 NZa 11 COI47 ❑ SaA a ON ❑ Ueld OypadS SaA ❑ ON IN eauy uOpelO!A SRA (D ON It ueW UOPV WAIN :a6eaDV umuM M )POW SaA ❑ ON ® 4awaau6V uOawmJO0 PUel 'IIf�T d :wue{JeA :I!uliad asn :iwuim6V wmudwaAaa ,aOUeul jo &*joz jo wo :veld !euauaE) :PuQS!Q auoZ APpo v PWO jaa RM z< Arm&Ww p a Piz p A,os=v "Wp '•SII ❑ ads awoH ae�w ❑ +Put ❑ ❑ ❑ Id . c _ :a6eanV gued :ale0 :ssa1PPV aq!S 6ulpl!n9 (J f� t7 CJ :ssaippv sigumo z»'�L ` oo<�c-r Wpoumo W &I W -r I :0 IPJad IVAOVddr of VOILA swaieoad 3A1oS3a ❑ a3AOVddV AT"ow _ iJ37�ObddvOL _ p ; _ . l ISMaP Date of Reoordrg:.. ._ Lot 3 cg So& (� Conr>jUm That Mist be Met Prior to 1wance of Permit. ❑ Verify Legal Parcel ❑ Ve* Legal Amass ❑ Provide 0eatlon Deed ❑ Comply with conditbn no. of =xMlons of approval fbr the . ❑ Obtain a Certlflcate of Compflance (See Planning Dlvislon for appkatlon). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Une Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior W Book 17 of Maps Page 23). Q Construct road to ❑ Meet WW sire required by none ❑ Meet current END mgkement F1 . D , 0 9 0 �- idir Septic Permit Review: AptlA n MK RequW C] No C] Yes `�' O � >> Well Permit Review: Designated Well Site ❑ ❑ Yes UO� �u z Land Development Review: Drainage Plan (Corn/UWMWtl) ❑ 1'1O ❑Yes z ' =z J CLI Parcel Created by* ❑ Deeds Date of Q ea*m: Lao Acoess AvAded: 0 JAM VAC Deed ReRerenoe: Legal Amass Required: -.:-❑.:x'10--._- .. ❑Yes Pared A ofKspe on Publdy MOVUlned Read: ❑ No ❑ Yes„ Road Name: Complies witli County Standards Icor Deed 0eeatlon: Comments: ❑ No ❑ Yes ISMaP Date of Reoordrg:.. ._ Lot 3 cg So& (� Conr>jUm That Mist be Met Prior to 1wance of Permit. ❑ Verify Legal Parcel ❑ Ve* Legal Amass ❑ Provide 0eatlon Deed ❑ Comply with conditbn no. of =xMlons of approval fbr the . ❑ Obtain a Certlflcate of Compflance (See Planning Dlvislon for appkatlon). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Une Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior W Book 17 of Maps Page 23). Q Construct road to ❑ Meet WW sire required by none ❑ Meet current END mgkement F1 FEDERAL EMERGENCY MANAGEMENT AGENCY .. O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM plres July 31, 2002 ELEVATION CERTIFICATE , Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use:: BUILDING OWNER'S NAME �. , r1 , Policy Number BUILDING STREET ADDRESS (IncudiiApt, Unit. Suite, and/or BId . No.) OR P.O. ROUTE AND BOX NO. Company:NAIC Number —j �ls �-� �I CITY STATE�n ZIP CODE A dill t'RUPERTY DESCRIPTION (Lnt and Block Numbers, Tax Parcel Number, Legal Description, etc.) ` 1 / j 14 J C/� (� CNPI V s V ? Q��'� bQ Ll BUILDING USE (e q., Residential, Non-(esidential• Addition, Accessory, eta Use Comments section if necessary.) „ , ^ l 1 LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L—I GPS (Type): ( W - ar - raxx or LI AAD 1927 LI NAD 1983 LI USGS Quad Map t—I Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION . 81. N P ITY NAME b COMMUNITY NUMBER 82 C E B3. STATE UCS - t'1 i 84• MI1P ANO PANEL BS. SUFFIX 86. FIRM INDEX 87. FIRM PANEL B8. FLOW :1219. BASE FLOOD ELEVATIONS) ' NUMBER DA EFFE, SED DATE ZONES) (Zone A , use depth of flooring) B 10. Indtcate the source of Base Flood Elevation (BFE) data or base flood depth entered in B9. L_j FIS Profile FIRM L-1 Comfilumity Determined L_1 Other (Describe): 811. Indicate the elevation datum used for the BFE in. B9:!VJ NGVD 1929 L_,) NAVD 1988 L—I Other (Describe): B12. Is the bufl&V located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L_1 Yes (_I No Designation Date: SECTION C --BUILDING ELEVATION INFORMAMON .(SURVEY REQUIRED) C1. Btalding elevations are based on: JAConsmIction Drawings*, L_JBuritfing Under Construction* L_JFnished Construction 'A new Elevation Certificate will be required when construction of the building is complete. . C2 Buikfing Diagram Number R_ (Select the building diagram most similar to the building for which this certificate is being completed -see pages 6 and 7. K no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones AI -A30, AE; AH, A (with BFE), VE, V1430, V (with BFB, AR. AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Renis C3a4 below according. to the building diagram specified In Item C2 State the datum used. `ff'the datum is different from the datum used for the BFE in Section B, convert the datum to that used for.the BFE Show field measurements and datum conversion calotlation, Use the space provided or the Comments area of D or Section G. as appropriate. to document the datum conversion. Datum W v D CoinverskxVCormments A) !la Elevation m1br rice mark used Z tYl S 'S Does the elevation reference mark used appear on the FIRM? (-1 Yes " No ` Q a) Top o(bottom'f{oor (including basement or ertdawre) 5 0 —(>-,fL(m) o F ESS/ O b) Top of next higher floor tt(m) h Q� O C) Bottom of lowest horizontal structural member (V zones only) J _ fL(m) 11 a yc �O J. F i et O d) Attached garage (top of stab) �� _ fL(m) �� 0 �k O e) Lowest elevation of machinery and/or equipment o I Z servicing the building 10 a C 1E fL(m) € w No. '2 O• f) Lowlestad)acent grade (LAG) _ O fL(m) € e Q g) Kghest adjacent grade (HAG)1 Jr , `i `I fL(m) O h) No. of permanent openings. (flood vents) within 1 R above adjacent grade O :) Total area of all permanent openings (flood vents) In C3h1L> f �4, sq. in. (sq. cm) SECTION D - SURVEYOR. ENGINEER, OR ARCHRECT CERTIFICATION This certification is to be signed and sealed by a land surveyor. engineer, or architect authorized by law to certify elevation information. I codify that ft intbrmation in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any falseastatement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME '-� �` LICENSE NUMBER or no u -77 !� •�-;� TITLE (V (` ri IIU�4R COMPANY NAME ��eruti' ADDRESS � � CITY STATE CA vP CODE SIGNATURE ' DATE •1 3 I IO I TELEPHONE _4r Gil I _ 6416 9 , cPUA P— A1_11 q1 tr 00 J I CFC RC�/r.:SCC CIf1C Cr1Q t^r1NT1N1 14T1r1N QCPk Ar.CC Al 1 PREM(%! IC r:nt-nry t -C IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING STREET ADDRESS ( CITY For Insurance Company Use: Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number STATE ^ ZIP CODE Company NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHTECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. ff ft Elevation Certificate is intended for use as supporting inhumation for a LOMA or LOMB -F, Section C must be completed. E1. Building Diagram Number ' (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I—II IL(m) L__ _lin•(c m) I.._I above or (-1 below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bo3om floor elevated in accordance with the communitys floodplain management ordinance? 1_I Yes (_j No 1_I Unknown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,' and E for Zone A (without a FEMA -issued or convnunity4ssued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAIME ADDRESS CITY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The ktcal official who Is authorised by law or ordinance to administer the community's floodplain management ordinance can complete Sections a B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. l --I The information in Section C was taken from other documentation that has been signed and embossed by a licensedsurveyor. engineer. or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 Ll A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFt) or Zone A0. G3. u The fcdolrving information (Items G4 -G9) is provided for community floodplain management purpo§es. G7. This perhit has been issued for I—I New Construction (_I Substantial Improvement G8. Elevation of as-luilt lowest floor (including basement) of the building is — R(m) Datum: G9. BFE or (In Zone AO) depth of flooding at the building site is: _ tL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here if attachments r Gun 1:1-M A1_741 At 1(: qq PPPI n(.>=',' At I PRFVIr)1 IC Fr)MrlALC APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION 20 July 2001 Neal Dietz 9185 Lott Road Durham, CA 95938 Re: Dietz Residence, 9185 Lott Road, Durham, CA Gentlemen: We have completed- compaction testing on the. building pad for- the new Dietz Residence Building Pad Located in Durham,.CA. Prior to any fill placement, all grass was removed from the site and the native subgrade, , thus exposed, was compacted and tested by a representative. from our firm.. An imported gravely sandy silt was- used to construct the building pad. Approximately three feet of engineered fill was moisture conditioned, placed and compacted with a sheepsfoot compactor.. The pad was monitored and tested at approximately one foot intervals up to finished pad grade. The,nuclear density test data sheets and moisture density curve per ASTM. 1557 are attached. Based bn the test data compiled on. this project and witnessing the earthwork operations; we certify per Article 3, sections 6735.5 and 6735.6a of the Business and professions Code that` the pad was properly moisture conditioned and compacted in accordance with chapters 18 and 33 of the 1997 Uniform Building Code. Applied Testing Consultants is not a licensed surveyor. We do not verify or certify grades or elevations. Test elevations are derived from information. provided by the contractor and/or -the client. .,Applied Testing Consultants is not the foundation design engineer for this project. Designs for consolidation, differential settlement and bearing on fill materials are. by others: Please call if you have any questions regarding our servic Flasxt]�ed above. Very truly yours, " Brad rsythe Charles J. -F:6 erts . Vice President Staff Engineer Director of Operations 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 )N-Tr v APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Densitv Testina Renort Per ASTM 1557 Client: Neal Dietz Address: 9185 Loft Road City, State: Durham, CA 95938 Attn: Neal Dietz Project: Dietz Residence Soil Description: Light Brown Clayey Silt Report Seq. No. 4 Page: 1 of 1 Date: 7/16/01 Tech: M. Haydon Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: I Densitv Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density. 111.2 opt. Moist. Content: 15.6 90% Test # Test Depth' Location: Building Pad Elev. Wet Density H26 Density Dry Density Moisture Content % Comp. Results 7 8" Northeast Comer of Pad FPG 119.8 20.31 99.5 20.4 90% PASS 818" Center of Pad FPG 114.3 14.3 100.1 14.2 91% PASS 9 8" Southwest Corner of Pad FPG 116.7 17.0 99.7 17.1 90% PASS REPORT: Arrived at jobsite at 1130 hrs. to perform compaction testing of the Building Pad. Performed 3 nuclear density tests at random locations as indicated above. All 3 test results indicate at least 90% relative compaction. Copies to: Reviewed by: LL J 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 FEDERAL �MERdeiNCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Important: Read."he instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION Is For Insurance Company Use:: BUILDING OWNER'S NAME r �. , r,� , Policy, Number• BUDDING STREET ADDRESS No.) OR P.O. ROUTE AND BOX NO. Company: NAIC' Number CITY T)Ur\,r\Q(('1 STATE CA ZIP CODE 35) 3G rn%A-r-Ki r ut K mvI wN Loot ano nwac Numoers, i ax V=el Numoer. Begat uescnpuon. etc.) "011C? 0l 1� ` ago— oay BUILDING USE (a.g., Residential. Non-residential, Addition. Accessory, etc. Use Comments section if necessary.) -nL J t t L AMUDFAONGfiUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L -I GPS (Type): ( tat' -W -##iw or +riF.>+ tl L-1 NAD 1927 LI NAD 1983 I --.I USGS Quad Map L_I Other SECTION 8 - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. N P COrAUNITY E 6 COMMUNITY NUMBER 82 C E 83. STATE w Cr7 i Bd. MAP AND PANEL 1 85. SUFFIX 86. FIRM INDEX B7. FIRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBEROA EFFE� ED DATE ZONE(S) (Zone AO, use depth of flooding) I� W .5- o G y 20 � 9� , a 810. hxkate the source of Base Flood Elevation (BFE) data or base flood depth entered in B9. u FIS Profde FIRM L-1 Community Determined L-1 Other (Describe): 811. Indicate the elevation datum used for the BFE in B9:yj NGVD 1929 L-1 NAVD 1988 L-1 Ottley (Describe): B12. Is the buildafg located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L-1 Yes 1-1 No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. BWWrq elevations are based on: AConstruction Drawings* L_jBuldng Under Construction- 1_117inished Construction -A new Elevation Certificate will be required when construction of the building is complete. C2. BUilding Diagram Number —S-- (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, ARIAH, AR/AO Complete Items C3a4 below, according. to the building diagram specified in Item C2 State the datum used. If the datum is different from the ftm used for the BFE In Section B, convert the datum to that used for•the BFE Show field measurements and datum conversion mtbn LA he space peda hCmments conversion. ConN Bevatlart reference marts used 9- fYl S8 Does the elevation reference mark used appear on the FIRM?. 1-1 Yes 1-I No Q a) Top of bottom floor Qnctuding basement or enclosure) 15,0 . OotL(m) o O Q FESS/ N b) Top of higher floor I C fL(m) (� 0 0 C) Bottom of lowest horizontal structural member (V zones only)-.—fL(m) § a Q d) Attached garage (top of slab) — fL(m) O e) Lowest elevation of machinery and/or equipment servicing the building S a L fL(m) w No. 0 Q Lowestad)acent grade (LAG) O fL(m) 2 € )- Q 9) Ffighest adjacent grade (HAG) 1 S `� i fL(m) N / 0 h) No. d permanent openings. (flood vents) within 1 rt above adjacprit grade 4,1 A � �q CIVIC � Q a) Total area of all permanent openings (flood vents) in C3h 4 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION : This certification is to be signed and sealed by a land surveyor. engineer. or architect authorized by law to certify elevation information. I certify that the kilbnrration in Sections A. 8, and C on this certificate represents my best efforts to interpret the data available. 1 understand Ihat any False statement may be punishable by fine or imprisonment under 18 U.S. Code. Section 1001. IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILDING STREET ADDRESS (Indulin t. Unit. Suite. and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number CIN STATE n A .,ZIP CODE Company NAIL Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. K the Elevation Certificate is intended for use as supporting inhumation for a LOMA or LOMR-F, Section C must be completed. E1. Bulling Diagram Number ' (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_1_I fL(m) (_1_,Jin.(cm) 1-1 above or 1—.1 below (check one) the highest adjacent grade. E3. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? 1_1 Yes I --I No I -•I Unknown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A. B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CRY STATE ZJP CODE SIGNATURE DATE TELEPHONE COMMENTS 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local dfidal who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B. C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1.1_,1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer. or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. Ll A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3.1—J The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for. Ll New Construction (_1 Substantial Improvement G8. Elevation d as4xaft lowest floor (including basement) of the building is: _ fL(m) Datum: G9. BFE or (In Zone AO) depth of flooding at the building site is: _ fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS / A4 GFUA Pe wm Al Z1 At Ir: QQ RFPI ArFC Al I PPP\Ar)l I.0 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the reqquirements of the California Administrative Code, Title 25, Chapter 5; under-permit number ♦ //-17�s' for the following location: r -.Zve/Ir-1-1Z Owner-,v Ow, wr's Address / ✓ _ ,r f Mobilehome Mfg. Year`' Insignia No. 1*9' 1'� Pi�"r%/�ith Serial No. It is hereby certified for occupancy at the above described location and may be occupied.- Directto%r<Publs liic Work Date 3 " �ii� 7 S%� By—4,y �I +.r-- THIS CERTIFICATE, IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. ;PERMIT NO. 8'99-78� E PERMIT EXPIRES Adrian Girard OWNER tONTR. owner LOCATION (A.P. 40-29-24 SIS Lott Rd., z mi.S.of Oak Lane, Chico .-4 Temp. Power Pole Called PG&E Temp/Elec. Serv. CaY lled PG&E T mp. Gas Serv. Called PG&E Fish J nO B FINALED (SOIT'ature) COUNTY OF BUTTE — DEPARTMENT OF PYBLIC WORKS .ti BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING SetNpck Newall Sol aping For Pa pets I sk loor Mai Bldg. Rest om Finish 2nd Noor Fo ins Vindok 3rd Flkr oe Stem all Siding To out Slab Roof Sheking Water Pi in Piers Roofing X Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwa l l Insulation X Heaters Slab Prov. for ph sica Appliances Carport handicaped p Conformance of ex. Gas Piping &Test Footings X structure Temp. Gas Slab Final A Sanitation Patio IRE LACE Final Footings Footing ECTRIC L Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Bea FIRE SPAINKLE)IS Motors Framing Test Water Htr. Stucco Final Subpanel Mesh MECHANICAL Grd. FV It Prot. Scr ch Heat Servi B wn Co ng T p. Pole finish D is nder round 1 erior Lath entilation Permanent oor Closer Final Anal MOBILEHOME UTILITIES ------------------Elec. Service7i=—-37 Elec. Pedestal Water Piping d--� Sewer 3 _� Gas Piping B E ME INSTALLATION - - - - - - - - - - - - - - Support 13 Elec. Continuity Water Piping�� - Drainage f :e Gas Piping D,AATTEw/REMARKS O C N �'2 V ` / WQ� (NOTE: An entry must be made on this form each time you visit the job site.) e.. — ', t f„ j MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located with required separation from lot lines and buildings and generally conform to plot plan? Yeso_ ' 2. Does the mobilehome have.required clearances above ground? (Sec.5085) Yes_ZNo 3. Are footings and supports properly sized, spaced, and braced as p r approved plans? (Note' possible variation at spring shackles.) (Sec. 5082 & 5083) Yes No_ 4. Is the mobilehome level? (Sec. 5088) Yes__-L/No_ 5. If mor than a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water A. Is flex' le connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes V No C. Backflow - If coach is not Stat of California approved, does station have backflow device and pressure -relief valve? Yes o 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes � No B. Does it have minimum" per foot slope and is it properly supported? YesZNo C. Are"any leaks detected in drainage system after runwfng 3 -gallons of water through each fixture including washing machine standpipe? Yeso_ D. If c ch is not State of California approved, does station have required trap*and vent? Yes 0- 8. Gas Piping and Gas Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft, long? Note: All piping is to be at least as large as the mobil ome gas line inlet without reductions other than the mobilehome connector. Yes,/ No_ B. Test OK as per following procedure? Yes 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed. Yes_ No 9. Electrical A. Is service large enough to provide adequate amperage -to mobilehome (must equal rating of mobilehome with a minimum of00 amp) and other facilities on lot, i.e., water pumps, garage, cabana, etc.? Yes_f No B. Is there proper clearances around panels? YesZNo_ C. Is power supply cord,or feeder assembly properly fused? Yes ./No D. Is.continuity test satisfactory as per the following procedure? Yes No 1. De -energize electrical wiring system of the mobilehome at the pedestal. 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of theelectrical tests, the lot or site service equipment may be approved for energizing. , 10. Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle 0 Length Width 4 ')- — Vehicle Serial No. State Identification No. Additional Information or Comments: COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT 4999 - 7f, AA Signature of Permitee or Agant By ,� Date Receipt No. White-D.P.W. — Yellow -Assessor — Pink -In pector — Goldenrod -Applicant permit expires Date 11 BUILDING OwnerSQ. L FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Po Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee&/or Penalty Permit Fee PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 49ning Yarificaficn Only Repair drainage or vent piping 1.50 A. P. No. Q — a — r �ZO� Water piping 1.50 Q• 00 Each gas water heater or vent 1.50 F &S S tion Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50_/0,00 EQA Parking Plans Parcel Declaration Parcel M p 60' R/W Improveme Each additional outlet .30 Building sewer 5.00 ,00 Bldg. Pla ec'd Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIESR OTHER ❑ Permit Fee $ $ ^— ELECTRICAL No.1 @ FEE , PERMIT FILING FEE $3.0000V OR Main service 100 AMP ORSLESS 5.00 [� Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 1 5© 60.13 SQ. FT. MINIMUM - OR MOBILES Main service 10 OEAMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP. x� 22sgft OR ADDNS. ACC. BLDGS. CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name f: st le ox. y MULTI NEW CONSTR /BRANCHCIROUTLET NON.RESID `BRANCH CIRCUITS/ 12.50ea NEW CONSTR (POWER APPARATUS.5 NON-RESID. SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES g0@� BAL@1 E OCCU FIXED APPLNS. OR p•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ,511p.O License No. Classification Misc. Wiring 6.25 •y, d I am exempt from the Contractors License Laws of the State of California. Permit Fee $ ff,r.$ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. y• V .47 JL , �ri4A .� fI � '7,,.e �'l Land Development Fee $. 9 TOTAL PERMIT FEE $-t('777— m This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR Ql`F PUBLIC WORKS Signature of Permitee or Agant By ,� Date Receipt No. White-D.P.W. — Yellow -Assessor — Pink -In pector — Goldenrod -Applicant permit expires Date 11 _ r/f ot,P �N NOTE.—All Materials & Workmanship Steal! ` :�oCcors�nnwe W✓it�' iir?rry^Ira -,ed G6 cl Frvctici I of a eke}^l;t„ •+or the Specified. use M' 14' Uniform $uildinn,. Flumlimn & Mcchanical Cod The . Setback shall be 5 ft. from the 'the National Electrical Code. side property line and 50 f't. from the centerli:ie of fhe road nermitf inn a maxi - ,. in and the and i-iuwi of a.2 ft. eave overhang but entirely I -aut of all easements. Phis set o� plans and specifications MUST be cept on the job at all times and it is unfawf I to j -nake any changes or a't: rations on same wifl out I written permisson from the Department of bfic . Septic system. and location 1- int to be as .per Works, County of Butte. Butte County Health Dept. me- quirements. All utility.�-`` connections shall "-belocat ed within 4 ft, outside the rear third section of the le on th` left (road) side of hie obPle home. s -- r t 33 , a..- ! .............. � pefmit' will 6e rf-mqut il for the jnstalto n of them i�leha�ne. '�\�'� �•�1�:6r.r-i.�ln._. ' 3 '2% er�siT :7 NTY BUTTE OU 3 BUILDING'EP RTMP� APPRO:V D TO 2 .7 ,a - ,s' fa% . I ✓ r ,-r rf S "fh ,srs te�y .a.R: !. ^•, r •r3 , Y '�a rHrX41 c. ® �,.. ,�i•:l. e a 2., .S �S r::. •,� r.•...•_..': j � E'er .,.. - - s iA 40 38.94 AC 9.03 A Cree/r • � � 25 / ` 2 /� 9 2 88 23 3.04 AC /53/e 3 ' .70-01 62.7Ac . 30A 2L L / 2 PCL 2 / /.53 A33 a� m co 06 /� /8 to. 99. o 05 63A C c6 ON / 1 P/M 49-50 q '200.2 v . 1.5A A ^ N . /� Jt fit /� rr 112 50 �� N r4 •/ 6 ro.22A� 112 / 12.65 AC 353 M 56 d' O f� J i 0,9 r, 69 (. O47 1o949 ACL f 110 5 O 234-5 10 B �__s 5 69 N 0 31. S.Ac 10`s as 5 AC244.39 \��96a r ROAD r O2ej � v U \ Lf 039 I ot6 I � h a � I rJ oj 1070 u - 16 1 r r. ri �� O � 1 p 163:58.1 ,�,•Z �:: � .� �. � � g•I,.I _ _ � ,�� HOZ• ti�.q R h 27p.Sr 05 E 13' 1 h - ���� ��-6 �- o� a z -4z -p �, ;' _� ���� ��-6 �- o� a z -4z -p llivisiun of Forestry , /W FIRE -NUMBER: R —' 7 RANGER UNIT (OR AGENCY): �?, �0Z/ A FIRE NAME:. �/,�e&e;) DATE FIRE STARTED: r_ 74? If Fire Started in Another Jurisdiction, or Zone I or II, Name It: ISCALE: I."=___I�M ILE(S) I C. LOCATION. Spot fire origin. Always give section location where possible. Otherwise give sub -division lot; R.F.D. box; etc. Sketch boundary of large fires, roads, railroad, zone line, etc. D. CLASS OF FIRE Vegetation Structural Vehicle 9 Refuse" I False Alarm Permit Escape �y - ' Includes arced burning SEC.a2 TWN. 0 RGE. a °a f Fire occurre I l V2— --Mile (s) in S• L4SIERL4 Direction from Town of 't _�nmm G. DAMAGE (Do not make duplicate F. WHAT BURNED? (a) If structure give.number, kind, type of construction, stories, size. (b) If entries btlo.•) vehicle give make, model, year, license, driver's name and address. (c) If vegetation give type and area. (d) If Range other, describe fully. Standing Grain �r S//l1 C V,. ST?UCTt>2 � [Harvested Crop Industrial Bldg (s) . F-iR& 'DAAAAC-is To 401:uC— iZc Ak Non -Indust. Bldg (s). IQ 00 c,—,> Building Contents 3 Ocx> -``- 5/MOtG� frsv� turf} i �A/(1flu�'UocJ7' -r ¢EouSZ'; Vehicle (s) Oil or Oil Products Vegetation Area Burned Acres TOTAL $ 15-, pco H. CAUSE OF FIRE: Known; Log. ®. Fire started in/on: Known[]; Log. ❑ Material First Ignited: Known[]; Log. ❑ Was "first aid" extinguisher used before crew arrived? 1So Did Injury or.Death occur? Explain: J. WEATHER WHEN FIRE STARTED Wind Velocity M.P.H. Wind Direction Humidity Fuel Moist. K. NAME AND ADDRESS OF OWNERS OF DAMAGED PROPERTY: AzatAa `? 6"e4eb -Qr 1 3l(8 Tenants Name and Address: L. INSURANCE CARRIER(S) Ae—rti q Lt ;::& 4ND e4su. 4;" r, r Address: UNr<►.foLJt.J. REMARKS M. DESCRIBE PROPERTY SAVED AND ESTIMATE VALUE: - JT�u`'iU2Ls iS�ooO•°Q I -onr�NrS �, 000 pew N. HOW MUCH INSURANCE WILL PROBABLY BE PAID? r- /, % Signature of :m kD£ BY. IA Officer in chageM :ate n—v...,A f�_ • �J.�_- � .� _s. J � - COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — proville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT esen ive oft a county or butte to enter upon the ed pe for' spection purposes. ignq/uie o♦•15Crrpftee or Agent Receipt No. l White-D.P.W. — Yellow -Assessor.'— Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. �--,,D/�IR'ECTO=OFLIC WORKS ByY� Date+ Buei ding permit expires Date 7-30-7 J BUILDING Owner SO. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractor Mailing Address �� yv Fireplace Total Valuation Telephone No. Permit Fee Building Address /, /!�� O PI an Checki ng Fee &/or Penal ty Permit Fee 41 PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 !�B Repair drainage or vent piping 1.50 �'l I A. P. N0. 7jP? Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 F Fire Dept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. PI Recd I Parce rovol Plan proval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ ,2 permit Fee $ $ yOTHER .S ` o O �✓ O 99 ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 1000V OR LESS 0 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD•L 100 AMP 1.00 NEW CONST.( OR A.D.S. ACCLBLDGSLING CCUP. 4� 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Bu/sine & Professions ode unde the name styl o NEW CONSTR.BRANCHMULTI-OTLET NON.R ESID (BRANCH CIRCUITS 2.50ea CIRCUITS) NEWCONSTR. POWER APPARATUS 9 NON .RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTURES g L1' FIXED APPLNS. OR Ex. OCCup.(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ^� License No. Classification C, Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of t e provisions of Section3700 of the California Labor Code which quires every employer to be insured against liability for Work 's Compensation. ave placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL N0.1 @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws re,)ating AQe,building construction, and hereby �i'!S GL/,z B $ �! TOTAL PERMIT FEE esen ive oft a county or butte to enter upon the ed pe for' spection purposes. ignq/uie o♦•15Crrpftee or Agent Receipt No. l White-D.P.W. — Yellow -Assessor.'— Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. �--,,D/�IR'ECTO=OFLIC WORKS ByY� Date+ Buei ding permit expires Date 7-30-7 J MOBILEHOME SUPPORT DATA Mobilehbme Mfr. • Setup Model No. Year �/ Width (ft.) Length (ff.) . .-'Expando Size ft.x (Draw support details below) . On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets (if not.on .file with .the County of Butte). *If center piers are other -than drawn above, draw in locations, spacing, and dimensions. BUTTE COUNTY BUILDING DEPARTMENT APPROVED �y Sin le - F otin s- - ( check- one) 1. Wood.. either . ' pressure treated or Center Center Support fdn. grade. SupportFooting Sizes Locations (in.) r 2. Concrete pad. x ��►E�Sii�hu�J / / 3. Other,: specify n, in:j('in. irlta DLJ &,W7Z& — -- -- - m Su orts (check one) Concrete block 2. Concrete piers ft) �in7 in:) (in.) 3. Steel piers /_/ 4. Other, specify - - -' - — -- - - --- --- I ti. - — —Pini ` Typical Support x� Footing Size M. Max. Pier SpacingEn - ft. in. Tx (in..) (in. r ` Max. I " .' 'N .. � I I l - d -_ J Overhang n.) *If center piers are other -than drawn above, draw in locations, spacing, and dimensions. BUTTE COUNTY BUILDING DEPARTMENT APPROVED �y 1. Owner's name: 2. Installer's na BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville., CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 3. Is the site currently under permit? Yes. / 7K No (If yes, furnish permit number ) OR Is the site an existing -s-ite? Yes / / No 7V/ (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes /VC/ No ( If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- Amps 6. What is the mobilehome site service rating? --------------------- 100r00 Amps 7. What is the mobilehome site circuit breaker rating? ------------- dob Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes / No / / (If yes, identify the load and -size: 2M40 (Load) .3 D (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- '`� (in.) 10. What is the type of gas service? ----------------------------- Natural / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) APPLICANT: PERMIT #: �f A. P. WORK DESCRE DATE All •� _4 .5.0� a i� i. P C' —ECT PROCESSING RFrORD I ►e.-4- z.. C24o- ZG C- c> Z(4 l - (3ocD Ell MY MO.1 � W twww 1-0fdo r low— _ n � - .. n � �, e .FSP L. •�-- � A _ .fly 1 / - / I / n C noY Co rrec fc- t ,- Yle.. ul),o` 8wi,cc b (L ,peer p� l o :r�-CL�Q-A, RESIDENTIAL PLAN REVIEW GUIDE . - SINGLE FAMILY, DUPLEXAND ' MISCET.MNEOUS ONLY Owner: 1Z Building Permit Number: - t 3fld. Plans Examiner. �- A P. Number: NERAL: .: s 1. Zoning requirements — (number of permitted living units). ode-' 2 ` Building permit valuation. rk l3' Plans signed by the designer. ifs Proper description of work on the application. l �J xisting violations on the property.v- gam: +UJ p sA cuo — Z. ✓�. . Recorded notice of violation. PLOT PLAN:y©tj�d� 1. Complete parcel size and dimensions.,� h � wi Y1�s1-a=►� �e-�'-e- �un 2. Setbacks, side yard, easements, Etc.,y��•r�g,r��� 3. Other buildings or structures. p„ ;, 6J—&TyV e— j, p 4. Grading, fills and/or drainage. �J -6 D. Flood hoard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers; Wtr ender, Traffic and Drainage fees)... 7. FAU & FAS road setback. 8. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203).7►�niv,��Fq;rv►i.l?o rp 3. Egress windows (Uniform Building Code section 3.10.4). ��.r• 0.YPke. e._e._. Q4 Skylights (Uniform Building Code section 2409 & 2603.7). :5 . Glazing in Hazardous locations (Uniform Building C6& section 2406). . Required room sizes and ceiling heights (Unif u Bdilding Code section 310.6). /7! GFCI in baths, garage, kitchen; wet bar; andexterior roceptacles (NEC 210). Prohibited locations of gas water heaterg (U'h. '&rMfPhi* MtD*g Code 509& 1213.5). ,Prohibited locations of gas heating equipraeat (UniSoiiti Mechanical Code 304.5_ ). Garage fire«all separation = rec fired oa gaazage `side"iacladmg"supporting walls and posts (Uniform Building Code section 302.4 exeephon #3).` 114"Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). X Smoke detectors (Uniform Building Code section 310.9:1). Water closet clearances (Uniform Plumbing Code 408.5). / . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 UCTURAL DETAILS: 1. ventional construction Unusuaffy shaped buildin (Uniform Building Code. section 2320.5.4). 2: Standard bracing or, engineer design ( nrforin Building Code se6don 2320.11.3). 3.-- Clerestory requiring oon g and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. kons and wall construction details complete enough to construct building. onstruction details complete enough to construct building. ties or bearing ridge beam.ace construction details and calculations if necessary.e door header size(s). Porch header size(s). I3: _Stud heights. 14. Expansive soil - special foundation design required. 15. Retaining walls requiring design. _._. 16. Special Inspection requirements. 17. Header sizes.. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): Guardrails (Uniform Building Code section 509). 1. Brack or,stone veneer (Uniform Building Code section 1403). '. F�derioi plaster.- weep screeds (Uniform Building Code section 2506.5). �. Roofpitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). __ Rnof covering type - (fire hazard). oam insulation -protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). wo'exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). p nderfloor access and ventilation (Uniform Building Code section 2306.3 &2306.7). -Attic access and ventilation (Uniform Building Code section 1505). -Al' Combustion air for fuel burning appliances - LPG requirements. . - • .Sound requirements. - - - - AWEnergy design compliance and supporting documentation. ,Flashing at all exterior openings. ,W'CDF responsible area requirements. 17. Building Permit requirements: 17.1. Flood elevation certificate. 1 �tVl4� n 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. :. 17.5. Use Permit conditions. - 17.6. Sub -Standard Housing letter. • ; � Page 2 of 2 t W y 5,?14 Mo �7` 0. Re a4 I 0� PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and rerun this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. 'There must bea valid response to every item requested in our plan correction letter. "By others" is not considered a valid response.-- please indicate your response to each item and the location where the information can be found on the plans/calcs. ,. ATTACH THTS FARM Tn A /^ADV nC Vnlsn m wu eRRe•u ■ omen Aum nc-M•nu •A•W.a• w.-.....�� OWNERS NAME DATE:._= _. .:. • . -. :...::..... At4w sf /11i9Av)e.Ar asw 7.3!• 01 ASSESSORS PARCEL NUMBER PERMIT NUMBER ,00fP No 0i .. /3GYp RESPONSE FOR PLAN CHECK LETTER DATED: MONO 7.31.0! .•••••l7t,�/I'4 F PLAN CHECK ITEM 9 RESPONSE BY: -- - - LOCATION ON PLANS/CALCS: . COMMENTS: `�D� u�/�/G/U% ��P.�%Q N ��% o�I�'1LiT- 01'1 � /� /� • v PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN -CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: FEENEY ENGINEERING ROBERT J. FEENEY, CIVIL ENGINEER 389-C CONNORS COURT CHICO, CA 95926 Telephone: (530) 899-0409 Fag: (530) 899-0943 E-mail: rbrt759@cs.com August 1, 2001 Subject: Neil Dietz — AP# 040-290-024 Martha: I Enclosed you will find three copies of the new elevation certificate. As we discussed during our phone conversation yesterday; the lowest adjacent grade and highest adjacent grade have been changed to represent current site conditions. We also discussed that Philo Hunt had requested that the number of permanent flood vents and the total area of said flood vents be changed to read "not applicable" because the structure will be on a raised mound that is one foot or more above the base flood elevation. These two items have remained "not applicable". Please contact me if you have any questions or require additional information. Thank you, <ED01...� 2� Suzanne Combs Enc.: 3 copies of the Elevation Certificate FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE rtantt Read the instructions on Danes 1 - 7. O.M.B. No. 3067-0077 Expires July 31. 2002 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company. BUILDING CWNER'S NAME r. i , r+� S Policy. Number BUILDING STREET ADDRESS No.) OR P.O. ROUTE AND BOX NO. STATE Company: NAIC' Number im ...�. w... ��vv.-. ..v.. �.r.. .........w.........w.v. ..r.. -. v..........w.. rvyw vww.r-�... ��., rA?/v:y�d - a°I!�- oa�,l BUILDING USE (m.. Residential. Nonresidential. Addition. Accessory.. Use comments section if necessary.) .. U1 (OPTIONAL) HORIZONTAL DATUM: SOURCE: (—I GPS (Type): ( Of -W-#JW or #SAV W) i --I NAD 1927 (_J NAD 1983 L! USGS Quad Map LJ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bi. P E 6 COMMUNITY NUMBERB2 Uv E 83. STATE CFS 1 "MAP AND PANEL 85. SUFFIX 86. FIRM INDEX 7. FIRM PANEL 88. FL000 89. BASE FLOOD ELEVATIONS) NUTA86t�^ '&00-1 rw ...7 D C �fOA `O EFFF ED DATEI �� ir Re- ZONES) (Zone A , use depth of Hooding) I / B10. Yndcde the souce oftpe Base Flood Elevation (BFE) data or base flood depth entered in B9. LI FG Prose 0 FIRM L-1 Comrnur* Determined u Other (Describe): 811. frn*at;lt the dwaiion datum used for time BFE in B9: VJ NGVD 1929 �-J NAVD 1988 [--jOther(Describe): B12. Is the &Aft orated Ina Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? t --j Yes (_) No Desigradw Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Budding eievalions are based on: LNConstrvction Drawings- USuildng Under Construction' UFirushed Construction 'A new Elevation Certificate will be required when construction of time building Is complete. C2. BA*V Diagram Number $_ (Select the building diagram most similar to to building for which this certificate is being completed - see pages 8 and T. ff no diagram accurately represents the building, provide a sketch or photograph.) C3. Elilvatios -Innes Al -A30, AE. AH, A (witch BFE). VE. VIIV30. V (with BFE). AR, ARIA. ARAE, ARIA1,A30. ARIAH, ARIAO Complde Rema C3a4 below acccirding.to the building diagram specified in Item C2 State the datum used. 1f the datum is different from the damin used for the BFE in Section B. convert the datum b that used for -the BFE Show field measurements and datum conversion wlalaiam�spaoa provided «the c«mmeres ares �ecfion D or Sedton G. as appnopriaOe. to document the dahun oonversbn. Datum I\)6l1'D �(�► . Elehraborm reference trurtc used 4 fY1 58 0 the devotion reference mark used appear on fthe FIRM? u Yes u No O a) Top d lxktom floor (including basemermt oa endosure) 1 SO , � R(m) O b) Top d next higher floor I � . e � g,(m) y QRpE ESS/pN� O c) BotEom d lowest horizontal structural member (V zones oNy) rt+ _ R(m) O d) A7adhed garage (top of stab) !u IA _ R(m) r= O e) Lowest elevation of machinery and/or equipment "' o servicing the building 1 Sa ft. � s CD o. 2 m 99 W a O Q Lowest adjacent grade (LAG) 16 b . O tt.(m) z o O g) Kghest adjacent grade (HAG) J S 1 7-ft.(m) 41 O h) Na d permanent openings (flood vents) within 1 R above adjacent grade —rXj -f3— IV N O a) Trial area of all permanent openings (flood vents) in C3h AJ4 sq. in. (sq. cm) F �_ f:A1.�E� SECTION D - SURVEYOR. ENGINEER, OR ARCHITECT CERTIFICATION This certikabon is to be signed and sealed by a land surveyor. engineer. or architect authorized by taw to certify elevation information. I ceifry Utat Ute kdbrrat/on in Sections A. B. and C on this certificate represents my best efforts to integ"f the data available. I undwstad Mat anv false statement may be punishable by fine or irrrprfsorvrtent under 18 U. S. Code. Section 1001. «PAA Pr4r Rt %, Ir: OQ I CrG oP%,&3CF -zinp F(1Q r r"TINi iATI(lN OPPi Ar`I=C Al 1 PPPMe l i.C•9`rli�m CWr , �4 IMPORTANT: In these spaces, copy the corresponding information from Section A - CITY Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. STATE _ ZIP CODE For Insurance Company Use: Policy Number Company NAIC Number SECTION D - SURVEYOR. ENGINEER. OR ARCHITECT CERTIFICATION (CONTINUED) copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1-1 Check here if attachments SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E3. ff the 8evadOn Certificate is intended for use as supporting inbrnaiion for a LOMA or LOMB -F, Section C must be completed. E1• BeidN Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the bullring, provide a sketch or photograph.) E2. The by of the bdtan floor (including basement or enclosure) of the building is I•• --I---1 fL(m) in.(cm) �I above or I -,I below (dneck ane) the highest a4vernt grade- ���i E3. For Zane AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's 1100dPlah 111113nagernent ordinance? I _I Yes I -•I No 1_1 Unikrnown. The local official must certify this information in Section G SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The pity owner or ownees authorized representative who completes Sections A. B. and E for Zone A (without a FEMA -issued or BFE) or Zone AO must sign here. PROPERTY OW*R'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENFS - 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who Is authorized by law or ordnance to administer the community's floodplain marnagement ordinance can complete SectkmA A. S. C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. (-- I The infamlation in section C _was taken from other documentation that has been signed and embossed by a licensed surveyor, snow. w. or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) J2 A corn munity official completed Section E for a building located in Zone A (without a FEMA -issued or communtty-issued BFE) or Zone A0. G3• I.._I The meowing information (Items G4 -G9) is provided for community floodplain management purposes. �►+• ru."MII NUMULK G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPL IANCE/OCCUPANGY ISSUED G7. This pts has been issued for. I.._1 New Construction L --I Substantial Improvement G8. &r2ltio111 of as -built lowest floor (including basement) of the building is: _ fL(m) Datum: G9. SFE or (n Zone AO) depth of flooding at the building site is: _ fL(m) Datum: LOCAL OFMIAL'S NAME WILE COMMUNITY NAME TELEPHONE SIGNATURE DATE Cyt j� .S'yvG+ eac — -GUA $: vM R1 11 At Ir, QQ __ RFPI A(`.FC Al I PqP\ r)t IC Frimr-)Km V� `r—zIt A-9 51A, tv C,4 VI/ e3-19 -ra(v 7 or, C/kLC5 fe YL ��'i ` PAYS I AJ S I�cvl� ON rLA-nJ/'• VZ Fpov1,2�� w 2K8 s C%2�IOU VIV L,-- til ja s S Sp c •� YL 4- �N J. I (4A--� � MSS F'o Yz �Pti-iJ /�rG72-s orl June 28, 2001 Department of Development Services Building, Division 7 County enter Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX, Carey and Fr cine Allen 15232 English ne Forest Ranch, CA 5942 , Assessor Parcel Numbe - 063-110-035 Building Permit Number: 1-1379 This office reviewed building ans for the permit a lication referenced above. The plan examiner's comments are listed i PART - I belo . Please respond in writing to each comment in PART - I by completing and ret ning the en osed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, calcula ion shows the requested information. Additional response information is included on th resp rise form. Your complete and clear response will expedite the re -check and approval of th roject. PART, — I Provide additional information and/ make r visions to plans, specifications and calculations as follows: NON- STRUCTURAL, CO NTS: 1. Gas heating equipment 1 ated in a bedroom m t be a direct vent type of heater. Provide manufactures' specific tons for'the unit to be ins. fled. It.must also meet the energy requirement for an of 82. Specifications mut show both requirements. 2. Required fire asse ly has not been provided on the arage ceiling. Framing members are required to be 16 • ches on center and ceiling/floor ass mbly shows four feet on center. Provide an asse bly from the Uniform building Code o rom the gypsum Association for the'required paration. , 3. Attic acces tri -the garage is required to be a one-hour asse m ly. Plan will be so noted. 4. All requi ments for radiant barriers is to be shown on the pla , including material to be used, • s installation requirements, all locations that it is require to be installed, horizontal and ertical, and all venting requirements for the.specific materials are to be clearly noted on t plans. ` 5. rientation of the elevation views is switched. Plaps will be noted for correct orientation.' ' Energy talcs also model living space over Crawlspace and floor framing of,2x8 at 16 inches, on center. Neither of these conditions is on the plans and energy talcs must model what will be built. Is there a water heater going to be installed? Energy talcs show a standard gas water heater, previous permit show an existing solar water heater. Please explain. 6. A two-story foundation system is not required for this structure. 1 of 2 o�uTTFo Department of Development Services ° I ° Building Division o O 7 County Center Drive O Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX c0U N'�y July 5, 2001 Neal and Margaret Dietz 9185 Lott Rd. Durham, CA 95938 Parcel Number: 040-290-024 Building Permit Number: 01-1300 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below " Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is esponsible for plans, all party's must respond on the PLAN REVIEW RESPONSE -FORM. (� PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Owners of the property are to provide a letter stating that the existing mobil home is to be disconnected from all utilities, including the septic system when the new house is ready for final. Home may be stored on the p perty but ma not be used for any purpose, including storage, unless a permit is obtained. xp ma 2. Plot plans shows building for which we have no permits on file. Please make application for permits and submit three sets of plans for each buildi , . E�c\hJ of these will need to meet requirements for builings built within a flood zone. /ylA,el`ys a�•l�lar�� 3. Revise�;; energyca�,cs5 include two w er h aterAl. � %S �� �� ?� •� • 4. Dini a room must be provided with 20 s are feet of open le rea. j Jee spo enwith both the contrator and the architect—regarding the design of the foundation system in relation to the flood zone requiremen s. Plans and flood elevation certificate need to be re ised and coordinated for all re uirements. —<4e- 4"5. AtEslw se_ gwsl 1 f Plan check will continueOn receipt of all of the above items. AdLoonal comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Provide clearance from Environmental Health Department. 2. Balance of fees is $236.20 XAW`� �� 3. Complete and return your school fee form. (Form sent to contractor) 4. Complete and return your park fee form. (Form sent to contractor) Sincerely, Martha Christy Plans Examiner cc: James Sereao John Anderson PLAN REVIEW SPONSE FORM In order to expedite the review of your plans, please Complete the following information and return this form with your re submittal, v this form is not Complete, as to all Correction items, we will not be able to accept your ire -submittal for review. There must bea valid response to every item requested in our plan Correction letter. "By others" is not considered a valid response. •- please indicate your response to each item and the location where the information can be found on the vlandcalc s. Rrrwcn THIS FORM TO A COPY OF YOUR PIAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLAN INERS NAME _.. _._..._...--- - . _ .._._.___ ...__.__ ._......_..-- DATE:-- -. :...::..... MaQ,gasr rxrvra .9.01 3ESSOORS PARCEL NUMBER - PERMIT NUMBER 7 r �/ �• V I a� `fes /D r�f�.� rL/a�� � f �1.�� a•.. f. tESPONSE FOR PLAN CHECK LETTER DATED: �. flL1j . '7.3.01 •AW7M . 7, s,ol , .... •�� NU PLAN CHECK ITEM 0 RESPONSE BY: -- LOCATION ON PLANS/CALCS: -° COMMENTS:MI-SAE 4eXIM S ' LAVAL, g PLAN CHECK ITEM # RESPONSE B • LOCA O N -F LAN S/CALCS: COMMENTS: p f ' COMMENTS: �L �P1.lG • NeIK 6. J�- ; �M A.F, *M . PLAN CHECK REM # RESPONSE BY•LOCATION ON PLANS/CALCS: svr- S- i COMMENTS: �L �P1.lG • NeIK 6. J�- ; �M A.F, *M . PLAN CHECK REM 0 4 RESPONSE BY- ` (/ Jl LOCATION ON PLANS/CALCS: - C-' ie �-�A � S+7 - S'Z COMMENTS: V!-56 _<�i�Q # RESPONSE elF`� ` C J LOCATION ON PLANS/CALCS: an'CiWolov, �4 zs� S3 "CERTIFICATE OF COMPLIANCE: RtSIDENTIAL Page 1 CF -1R Project Title.......... The Dietz Residence Date..05/29/01 14:48:43 Project -Address :_;..:;..._._... _ ..:918:5• Lott -:Road- Durham *v5.10* 1300 Documentation Author... Marty Runnells Bui ingrmit Energy Calculation Services dem p• `7.o 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance-Method1::... MICROPAS5 v5.10 -for 1998- Standards by Enercomp, Inc. MICROPAS5 v5.10 File -01197S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Numbei'of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC..'.".... Average Ceiling Height..... 2931 sf Single Family Detached New Front Facing 70 deg (E) 1 1 Raised Floor 28.3 a of floor area 0.49 Btu/hr-sf-F 0.46 10.7 ft CEIVED MAY 3.1 2001 BUTTE C©L�Q�iW BUILDING SHELL INSULATION GDING D1Vt9!0pg Component Frame Cavity Sheath-ing,N Total Assembly Type Type R -value R -value. R -value U -value Location/Comments Wall n/a R-19 R-n/a R-19 Door n/a R-0 R", a R-0 Roof n/a R-30 R_"1T-/.a R-30 Floor n/a R-19 R'-n/a R-19 FENESTRATION 0.065 FRONT, LEFT, BACK RIGHT 0.330 FRONT, BACK, RIGHT 0.031 TO ATTIC, VAULTED 0.037 RAISED FLOOR Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard. Yes Standard Yes St�4-rri. Yes A:� Yes .JKPPR0VE; Area U- Interior Orientation (sf) Value SHGC Shading Window Front (E) •20.0 0.420 0.410 Standard Window Front (E) .9.0 0.420 0.410 Standard Window Front (E) .12.0 0.410 0.410 Standard Window Front (E) •63.0 0.420 0.410 Standard Door Front (E) .28.0 0.550 0.650 Standard Window Front (E) •20.0 0.410 0.410 Standard Window Front' (E) 84.0 0.420 0.410 Standard Window Front (E) •20.0 0.410 0.410 Standard Door Front (E) 9.0 0.550 0.650 Standard Window Left (S) •54.0 0.420 0.410 Standard Door Left (S) •42.0 0.550 0.650 Standard Window Left (S) ,18.0 0.420 0.410 Standard Window Back (W) •28.0 0.420 0.410 Standard Window Back (W) •6.0 0.420 0.410 Standard Door Back (W) •9.0 0.550 0.650 Standard Over - Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard. Yes Standard Yes St�4-rri. Yes A:� Yes .JKPPR0VE; CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page'2 CF -1R Project Title. The Dietz Residence Date. .05129/01 14:48:43 ... . MICROPAS5 v5.10 File -011975 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal FENESTRATION Over - Area U-' Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (W) •40.5 0.420 0.410 Standard Standard Yes Door Back (W) •24.0 0.550 0.650 Standard Standard Yes Window Back (W) •21.0 0.420 0.410 Standard Standard Yes Door Back (W) •48.0 0.550 0.650 Standard Standard Yes Window Back (W) •63.0 0.420 0.410 Standard Standard Yes Window Back (W) 48.0 0.420 0.410 Standard Standard Yes Door Right (N) •9.0 0.550 0.650 Standard Standard None Window Right (N) •12.0 0.420 0.410 Standard Standard None Window Right (N) •12.0 0.420 0.410 Standard Standard None Window Right (N) 4.5 0.420 0.410 Standard Standard None Window Right (N) 4.5 0.420 0.410 Standard Standard None Window Right (N) •17.5 0.420 0.410 Standard Standard None Window Right (N) .20.0 0.420 0.410 Standard Standard None Window Right (N) 1 9.0 0.420 0.410 Standard Standard None Skylight Horz 812.0 0.890 0.420 None None None Skylight Horz e12.0 0.890 0.420 None None None Skylight Horz 012.0 0.890 0.420 None None None Skyl ; aht Horz %12.0 0•990 0.420 None T\T T\Tnne Skylight Horz 8.0 0..890 0.420 None None None Skylight Horz -9.0 0.890 0.420 None None None Skylight Horz 9.0 0.890 0.420 None None None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas 0.800 AFUE Crawlspace R-4.2 No No Setback ACSplit 13.00 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 2 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. ��9AY wNO i ®EPS,. VEZ CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title. .. The Dietz Residence Dat MICROPAS5 v5.10 File -01197S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal REMARKS -- 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.... John C. Anderson Name.... Company. Architect Company. Address. 530 Esplanade Address. Chico, CA 95926 Phone... 530.891.424'4 Phone.. License. G. �4 Signed.. l 5.30.1 Signed. date ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Marty Runnells Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 ' '&&t' ate 'MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Dietz Residence Date..05/29/01 14:48:43 Project -address=........ 9185 Lott Road- ..........__... _ x:r *_:*..*.*..* Durham *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 - 530-894-8466 Field Check/ Date Climate Zone........... 11 .,Compliance. Method...... MICROPAS5 v5:10 --for 1998'Standards°by Enercomp,'Inc: MICROPAS5 v5.10 File -01197S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b) Loose fill insulation manufacturer's labeled R -Value. *150(c) Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch." . 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ 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 -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f) Special infiltration barrier installed Sec.. 151 meets Commission quality standards. 150(e) Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door to comply with Gas Appliances b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. N/A w 14 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R •i��ec .IiLle The vierz xesiaence Date 05/29/01 14 48 4: MICROPAS5 v5.10' File -01197S Wth-CTZ11S92 Program -FORM MF -1R User##-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES M Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation 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 systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/exter:al 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. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed :entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Emhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have ether automatic or readily accessible, manually operated dampers. -"+/, 114: Pool and Spa Heating Systems and Equipment 1. S,/stem is certified with 78o thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. S-istem 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. P•Dol system has directional inlets and a circulation p --imp time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). `MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title. .. The Dietz Residence Date..05/29/01 14:48:43 MICROPAS5 v5.10 File -01197S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er. , ment` n; -Ck)UV., � APP Ro .. 1 • COMPUTER METHOD SUMMARY Page 1 C -2R .E..Project rojeecctt'-aTitle ti The e 85tDietz etz ..atRe sa""adii• sen' cue Date. .. OmC nv^9 x 0_1 _.14:48:43 .` 14 48 •43 ress.d ,£S _4s.na�lE�iae' 7 Durham *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Che Date Chico, CA 95926 -- 530-894-8466 Field Check/ Date Climate Zone... .. 11 CompTiarice"'Method'.:. MICROPAS5 'v5: T0` `for" `1998 Standards by`Enercomp, Inc:` MICROPAS5 v5.10 File -01197S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.28 19.48 -2.20 Space Cooling.......... 16.22 12.84 3.38 Water Heating.......... 9.72 10.29 -0.57 Total 43.22 42.61 0.61 *** Building complies with Computer Performance *** =NERAL 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 -value.... Average Glazing SHGC....... Average Ceiling Height..... 2931 sf Single Family Detached New Front Facing 70 deg (E) 1 1 ReducedYear Raised Floor 1 31480 cf 0 sf 28.3 0 of floor area 0.49 Btu/hr-sf-F 0.46 10.7 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 2931 31480 1.00 Yes Setback 2. Wtandard No Qi 'dOMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Dietz Residence Date..05/29/01 14:48:43 MICROPAS5 v5.10 File -01197S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface !> _ = --'(-s,f +-s value `R=val Azm Tilt -Gains Reference- Comments HOUSE 1 Wall 712 0.065 19 70 90 Yes None FRONT 2 Door 10 0.330 0 70 90 Yes None FRONT 3 Wall 509 0.065 19 160 90 Yes None LEFT 4 Wall 779 0.065 19 250 90 Yes None BACK 5 Door 10 0.330 0 250 90 Yes None BACK 6 Wall 530 0.065 19 340 90 Yes None RIGHT 7 Door 10 0.330 0 340 90 Yes None RIGHT 8 Roof 635 0.031 30 n/a 0 Yes None TO ATTIC 9 Roof 2302 0.031 30 70 14 Yes None VAULTED 10 Floor 2931 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Tvr)e/SHGC Type/SHGC HOUSE 1 Window Front lE) 20.0 0.420 0.410 70 90 Standard/0.76_ Standard/0.68 2 Window Front (E) 9.0 0.420 0.410 70 90 Standard/0.76 Standard/0.68 3 Window Front (E) 12.0 0.410 0.410 70 90 Standard/0.76 Standard/0.68 4 Window Front (E) 63.0 0.420 0.410 70 90 Standard/0.76 Standard/0.68 5 Door Front (E) 28.0 0.550 0.650 70 90 Standard/0.76 Standard/0.68 6 Window Front (E) 20.0 0.410 0.410 70 90 Standard/0.76 Standard/0.68 7 Window Front (E) 84.0 0.420 0.410 70 90 Standard/0.76 Standard/0.68 8 Window Front (E) 20.0 0.410 0.410 70 90 Standard/0.76 Standard/0.68 9 Door Front (E) 9.0 0.550 0.650 70 90 Standard/0.76 Standard/0.68 10 Window Left (S) 54.0 0.420 0.410 160 90 Standard/0.76 Standard/0.68 11 Door Left (S) 42.0 0.550 0.650 160 90 Standard/0.76 Standard/0.68 12 Window Left (S) 18.0 0.420 0.410 160 90 Standard/0.76 Standard/0.68 13 Window Back (W) 28.0 0.420 0.410 250 90 Standard/0.76 Standard/0.68 14 Window Back (W) 6.0 0.420 0.410 250 90 Standard/0.76 Standard/0.68 15 Door Back (W) 9.0 0.550 0.650 250 90 Standard/0.76 Standard/0.68 16 Window Back (W) 40.5 0.420 0.410 250 90 Standard/0.76 Standard/0.68 17 Door Back (W) 24.0 0.550 0.650 250 90 Standard/0.76 Standard/0.68 18 Window Back (W) 21.0 0.420 0.410 250 90 Standard/0.76 Standard/0.68 19 Door Back (W) 48.0 0.550 0.650 250 90 Standard/0.76 Standard/0.68 20 Window Back (W) 63.0 0.420 0.410 250 90 Standard/0.76 Standard/0.68 21 Window Back (W) 48.0 0.420 0.410 250 90 Standard/0.76 Standard/0.68 22 Door Right (N) 9.0 0.550 0.650 340 90 Standard/0.76 Standard/0.68 23 Window Right (N) 12.0 0.420 0.410 340 90 Standard/0.76 Standard/0.68 24 Window Right (N) 12.0 0.420 0.410 340 90 Standard/0.76 Standard/0.68 25 Window Right (N) 4.5 0.420 0.410 340 90 Standard/0.76 Standard/0.68 26 Window Right (N) 4.5 0.420 0.410 340 90 Standard/0.76 Standard/0.68 27 Window Right (N) 17.5 0.420 0.410 340 90 Standard/0.76 Standard/0.68 28 Window Right (N) 20.0 0.420 0.410 340 90 Standard/0.c7,-S-tandard/0.68 29 Window Right (N) 9.0 0.420 0.410 340 90 Standard/;0.76 4S`tandard/0.68 30 Skylight Horz 12.0 0.890 0 .420 70 0 None/1 Aa None%1tl7 9 31 Skylight Horz 12.0 0.890 0.420 70 0 None/1 32 33 Skylight Skylight Horz Horz 12.0 12.0 0.890 0.890 0.420 0.420 70 70 0 0 None/1 None; 1k/k, None/1 P J°'r/1 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Dietz.Residence Date..05/29/01 14:48:43 MICROPAS5 v5.10 File=01'197S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal FENESTRATION SURFACES OVERHANGS AND SIDE FINS Window- ^--erhang Left Fin Area Left Rght Surface (sf) Wdth Hgth Dpth "ght Ext Ext Ext Dpth Hght Ext HOUSE 1 Window 2 W i ndow 3 Window 4 Window 5 Door 6 Window 7 Window 8 Window 9 Door 10 Window 11 Door 12 Window 13 Wincow 14 Window 15 Door 16 Window 17 Dooa 18 Window 19 Doo-- 20 oo-20 Window 21 Window System. Type HOUSE Gas ACSplit Right Fin- Dpth Hght 20.0 Area U- 3 Act n/a Exterior Shade Interior Shade "Orientation - (sf) Value SHGC- Azm Tilt Type/SHGC -Type/SHGC° 3 34 Skyl-ght Horz 8.0 0.890 0.420 70 0 None/1 None/1 35 Skyl=ght Horz 9.0 0.890 0.420 70 0 None/1 None/1 36 Skylight Horz 9.0 0.890 0.420 70 0 None/1 None/1 OVERHANGS AND SIDE FINS Window- ^--erhang Left Fin Area Left Rght Surface (sf) Wdth Hgth Dpth "ght Ext Ext Ext Dpth Hght Ext HOUSE 1 Window 2 W i ndow 3 Window 4 Window 5 Door 6 Window 7 Window 8 Window 9 Door 10 Window 11 Door 12 Window 13 Wincow 14 Window 15 Door 16 Window 17 Dooa 18 Window 19 Doo-- 20 oo-20 Window 21 Window System. Type HOUSE Gas ACSplit Right Fin- Dpth Hght 20.0 n/a 5 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a. 9.0 n/a 3 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a 3 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 63.0 n/a 7 11 .5 n/a n/a n/a n/a n/a n/a n/a n/a 28.0 n/a 8 11 1 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 n/a 5 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 84 n n/a 7 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 20.0 n/a 5 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 n/a 3.5 24 1 n/a n/a n/a n/a n/a n/a n/a n/a 54.0 n/a 6 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 42.0 n/a 7 68 1 n/a n/a n/a n/a n/a n/a n/a n/-, 18.0 n/a 6 68 .5 n/a n/a n/a n/a n/a n/a n/a n/a 28.0 n/a 4 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 n/a 1.5 15 .5 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 n/a 3.5 15 1 n/a n/a n/a n/a n/a n/a n/a n/a 40.5 n/a 4.5 15 .5 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 8 18 1 n/a n/a n/a n/a n/a n/a n/a n/a 21.0 n/a 7 18 .5 n/a n/a n/a n/a n/a n/a li/a n/a 48.0 n/a 8 18 1 n/a n/a n/a n/a n/a n/a n/a n/a 63.0 n/a 7 18 .5 n/a n/a n/a n/a n/a n/a n/a n/a 48.0 n/a 6 3 .5 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct Efficiency Location R -value Leakage Manual D Eff 0.800 AFUE Crawlspace R-4.2 No No 0.743 13.00 SEER Crawlspace R-4.2 No No 0.674 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Dietz Residence Date..05/29/01 14:48:43 MICROPAS5 v5.10 File -01197'S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal WATER HEATING SYSTEMS Number Tank External iri.' .-Energy' Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 2 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS 'V p.�' RO MICROPAS5 v5.10 File -01197S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal 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 2931 sf 31480 cf Front Facing 70 deg (E) CHICO EXP STA 39.7 degrees 27 F 70 F i �_2 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 16060 7847 Glazing Conduction ............... HVAC SIZING 9706 Page 1 HVAC Project Title.. ..... The Dietz Residence Date..05/29/01 14:48:43 Internal Gain .................... n/a 1875 Ducts ............................ 5336 Durham' *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 — 530-894-8466 Field Check/ Date Climate Zone........... 11 Compl'-iaftce� 'Met'hod'::'. ;'. '. 'MICROPAS5-'v5.,10 'fot °,199'8- Standards, by ,Enercomp; Inc. MICROPAS5 v5.10 File -01197S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2931 SF Res.- Submittal 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 2931 sf 31480 cf Front Facing 70 deg (E) CHICO EXP STA 39.7 degrees 27 F 70 F i �_2 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 16060 7847 Glazing Conduction ............... 17390 9706 Glazing Solar .................... n/a 15245 Infiltration ..................... 19907 6541 Internal Gain .................... n/a 1875 Ducts ............................ 5336 2061 Sensible Load .................... Latent Load ..................... 58692 n/a 43275 8655 Minimum Total Load 58692 51930 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. -� l � - ��) - Verticaffechnology Xe rEngineering Tec 3650 Morrow Lane, Chico, CA 95928 h Ph. (530) 899-8716 Fax (530) 899-0688 A Y Email MDHPE@cs.com Structural Calculations Client: John Anderson Project: Dietz Residence 9.185 Lott Road Location: Durham, CA 95938 ©l - / Soo SWYT& COWNfY O�PANI ' P PoVE 11M 17, 4) Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. VERTECH ENGINEERING PROJECT: 5/9/01 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. 3. FILL AND BACKFILL A) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. B) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. B) CONCRETE SHALL CONTAIN MIN. OF'5 SACKS OF CEMENT PER CUBIC YARD WITH SLUMP BETWEEN 3"-511 . C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. �tk E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP W OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20' WHERE SLAB IS REINFORCED. H) WATERPROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/z" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: W J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. 2 VERTECH ENGINEERING PROJECT: 5/9/01 L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 6. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'M MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 70F THE CENTER OF A CELL. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 6-A FRAMING/LUMBER A) SHEATHING SHALL CONFORM TO APA, PSI. SHEAR SHEATHING SHALL BE C -D, C -C, OR 303(T-1-11). ALTERNATE SHEATHING MAY BE SUBSTITUTED FOR FLOORS, ROOFS, OR WALLS PROVIDED THEY ARE STRUCTURALLY EQUIVALENT. B) GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH FB = 2400 PSI AND FV = 190 PSI MINIMUM WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2 C) MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D) SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH 5/8" DIAMETER ANCHOR BOLTS LOCATED AT 6-0" O.C. U.N.O. AND 1'-0" MAXIMUM FROM END. E) ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. F) STUDS SHALL BE STUD GRADE OR BETTER. G) ALL POSTS SHALL BE DF -L #1 U.N.O. H) 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. I) 2X JOISTS SHALL BE DF -L #2 U.N.O. J) CONCEALED BEAMS SHALL BE DF -L #2, EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (06 AND LARGER) K) ALL NAILS SHALL BE COMMON. WHERE EXPOSED TO WEATHER, NAILS SHALL BE GALVANIZED. L) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. M) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6-8 GENERAL. FRAMING A) HEADERS: UNLESS SPECIFICALLY NOTED ON PLANS OR IN CALCULATIONS, HEADERS SHALL BE 6X10 OR 012 DF -L (N) #2. WHERE OPENING IS GREATER THAN 5-0", (2) TRIMMERS SHALL BE USED. B) SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 1997 UBC TABLES 23 -IV -J AND 23 -IV -R RESPECTIVELY. C) MANUFACTURED "I" JOISTS (SUCH AS TRUSS JOISTS)SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM BOARD AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). D) ROOF SHEATHING SHALL BE CD -X OR OSB APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOAD AND FRAMING SPACING. APPLY FACE GRAIN (LONG DIMENSION) PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8D NAILS AT 6" EDGE AND 12" FIELD U.N.O. EDGE NAILING SHALL APPLY AT ALL PANEL EDGES, OVER BLOCKING, WALLS, AND DRAG MEMBERS. E) FLOOR SHEATHING SHALL BE TBG APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON FLOOR LIVE LOAD AND FRAMING SPACING. GLUE AND NAIL WITH 8D NAILS AT 6" EDGE, 10" FIELD, U.N.O. F) MINIMUM NAILING REQUIREMENTS SHALL BE PER 1997 UBC TABLE 23 -II -B-1. G) ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. H) WHEN USING "GREEN"OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO USE. 3 VERTECH ENGINEERING PROJECT: 5/9/01 6-C BEAM FRAMING A) ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT 6" O.C. U.N.O. B) PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OR FURNISHINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER. C) SPLICE ALL BEAMS OVER SUPPORTS OR SAW -CUT TOP 1/3 AT SUPPORT U.N.O. (NOT AT CANTILEVERS) 6-D POSTS/TRIMMERS A) CARRY ALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. B) STACK ALL BEARING STUDS, TRIMMERS AND POSTS FROM UPPER LEVELS IN LINE FROM ROOF TO FOUNDATION. C) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. D) WHERE (2) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION. 6-E WALL FRAMING A) CONTINUOUS BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEAR WALLS, AND MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "I" JOISTS ARE SPECIFIED, BLOCKING REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER MANUFACTURERS RECOMMENDATIONS. B) SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD C) TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16D SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. ADJACENT WALLS AND BEAMS SHALL BE STRAPPED TO TOP PLATE WITH SIMPSON ST22 U.N.O. D) FIRE BLOCK STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE. E) IN NO INSTANCE SHALL A STUD WALL BE USED TO RETAIN SOIL OR RESIST LATERAL PRESSURE DUE TO SNOW LOADING. IN THE CASE OF SNOW BUILD-UP AGAINST A STUD WALL, THE OWNER SHALL BE RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT. F) WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT OF SAME DIAMETER WITH 6" EMBEDMENT IN CONCRETE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G) WHERE A WALL IS LABELED AS A SHEAR WALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILED AS REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT PROVIDED, CONNECTIONS SHALL BE IN CONFORMANCE TO ACCEPTED PRACTICE FOR SUCH CONNECTIONS. H) WHERE HOLD DOWNS ARE REQUIRED AT FOUNDATION LEVEL OF A MULTI LEVEL WALL, STUDS ANCHORED BY HOLD DOWN SHALL BE STRAPPED WITH SIMPSON MSTC40 TO STUDS ABOVE AT ANY LEVEL SPLIT U.N.O. I) ALL BLOCKING OVER SHEAR WALLS SHALL BE ATTACHED TO SHEAR WALL WITH SIMPSON A35 CLIPS AT 48" O.C. U.N.O. J) CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). K) NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. L) LET -IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-F CONNECTIONS A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. VERTECH ENGINEERING PROJECT: 5/9/01 7. HARDWARE / STRUCTURAL STEEL A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. G) STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. PIPE MEMBERS SHALL CONFORM TO ASTM A501. H) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE LOCAL AUTHORITY. 1) ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH FY>70KSI J) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 8. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF� C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT ENGINEER AS VERTECH ENGINEERING DESIGN OF G cn c -,f --a I L oo d s R cxD � DL PAGE DATE Rocrr► n 9 2's pi Y.2.s Fv cAv-n k V-) 9 < C -C V-) C3 M� sc., Roo- L L- 2 0 Ps -F I(-O?s -F vv1r, pt A- C-�) 7 -WGk11 QL F I ooc DL ,� I ocx- LL ? Vjo t I -s - ( 2c6W - s \ ) ( Is es � ) iso PROJECT k l_ J/I��� Z ENGINEER � T VERTECH ENGINEERING PAGE U DATE S 1997 UBC Wind Loads VerTech Engineering Project: Dietz Residence Date: 5/9/2001 Comments: Wind Speed: 75 mph Importance: 1 Exposure: B 0 one Story or Partially Enclosed Multi-StoryStructure Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7.8 8.3 ............................................................................................................................................................................................................ Leeward Wall -4.5 -4.8 -5.2 ............................................................................................................................................................................................................ Roof Leeward or Flat Roof -10.8 -11.6 -12.5 ........................................................................................................................................................................................................... Windward Roof S!gP -11.6 -12.5 .<2:�?......................................................................................-10:8 2:12 to <9:12 ............................................................................... -12.6 2.7 -13.6. 2.9 -14.6 3.1 ............................................................................................................................................................................................................ 9:12 to 12:12 3.6 3.9 4.2 .... ........................................................................................................................................................................................................ >12:12 6.3 6.8 7.3 ............................................................................................................................................................................................................ Wind Parallel to Ride :6 -12.5 ..............................................................-10.:8.................... Method B .. .-11 .. ............................................. On Vertical Projected Area Structure<= 40' H!h 12.6 13.5 ... .... ..................................................................1.1.:7 Structure >40' Hi9h 13.6 14.6 .... ..............................................................................................12:6 On Horizontal Projected Area .............................................................................. -10.8 -11.6 -12.5 ....................................................................................................................................... Elements and Components not in areas of discontinuity Wall Elements All structures 11.6 12.5 .....................ur.....................................................................................10:8 Enclosed and Unenclosed Structures -10.8 ...1.............................2................ -11.6 -12... ............................................................................................................................................................................................................ Partially Enclosed ..................................................................................................................................... -14.3 -15.5 -16.7 ParapetWalls..........................................................................-11.:........:......:.:6......�?:6.....'�.35......13.:5... .............. Roof Elements Enclosed and Unenclosed Structures S.....e.`...:.�?......................................................................................'......:�....................-12:6 .................................................. -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 ............................................................................................................................................................................................................ Partially Enclosed S!2pe.<2:.�?........................................................................... -15.2 ................................................................................................... -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3 ............................................................................................................................................................................................................ >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 ............................................................................................................................................................................................................ Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 ............................................................................................................................................................................................................ Roof Eaves, rakes or ridges without overhangs Slope.<2:12...................:. ............................................................................................................................I............................. -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 ............................................................................................................................................................................................................ >712 to 12:12 -14.3-15.5 -16.7 ............................................................................................................................................................................................................ Slope <2:12 at overhang.s: canopies -25:1 ............................................................................... -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Dietz Residence Comments: Date: 5/21/2001 Units: Kips & Feet (UNO) Zone = 3 STORY M I Soil type = sd Soil Profile Types I = 1 Importance Factor Table 16-K 5.5 Overstrength and Ductility Factor Table 16-N or 16-P R = Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 11 HEIGHT TO ROOF) Ct c =.020 FOR ALL OTHERS p = 1 Reliability Redundancy Factor = 2-20/(r"sgrt(Ab)) TA = Ct(hn)310 r= max element/story shear ratio 1<p<1.5 <1.25 for SMRF Max TB = 1.4'TA =1 Zone 0,1,2 ''' Ab= ground floor area of structure VEQ = (CvIW)/(RT) Ft = 0.07'T'V (if T<.7, Ft=O) METH A -M'ETH III Cvl/RT = 0.8127 0.8114 VEQ = 122.1 122 EQ:M59 a V/W:0.1636 V:24.6 24.6 m _EVEL STORY M I I Mtlun Ivvruvn 1 Ft = 0.00 EQ:M59 a V/W:0.1636 V:24.6 24.6 m _EVEL STORY M I I Mtlun Ivvruvn 1 1 - — ....1 - -- 25 271 27 ROOF 11 11 150.2 1652. 24.6 25 271 0 10th 0 0 0 0 0 0.0 0.0 25 271 0 9th 0 0 0 0 0. 0 0.0 25 271 0 8th 0 0 0 0 0.0 25 271 0 7th 0 0 0 0 0.0 25 271 0 6th 0 0 0 0 0.0 25 271 0 5th 0 0 0 0 0 0.0 25 271 0 4th 0 0 0 0.0 25 271 0 3rd 0 0 0 0 0.0 25 271 0 2nd 0 0 0 0 0.0 25 271 0 1st 0 150.2 1652 PROJECT l./ I d .-VERTECH ENGINEERING ENGINEER A DESIGN OF L_oA-aw-c, �a A — ( 1H' • I I') 12, 10ps-, ) I:= - A.5 12. (o � 5. IF ) �. 6 —(IS • II (12,Co s -r) � yC�'� ►I')�i2,� S�� ps P 2- — (1s5 12.(opS ) (I 3 ' 1 1 ') PAGE ' DATE SAQ 1gy0 16 � 16 Zvi 16 22i� I� 20-7 G Iii H 3(o l0 16 '—I16�s1 16 1(602 16 PROJECT -7 VERTECHENGINEERING PAGE ENGINEER AT DATE DESIGN OF Lo-1--cs- o I I I S cA Smit A- LA'- -102-V 'l ( ( oOo 16) 5,6 2 �c) NJ V -Vo V4, 1, Li 0 2J2 0c) cb4� c —2 xv -L 5 Z 3LA (2,414400016 H — ( 6S' , H I ' )—, (2,14t(d.-0016 ) ioL4 = H:5 1-+ i . 6 PROJECT ENGINEER A7 VERTECH ENGINEERING PAG E DATE PROJECT D i£'� z-VERTECH ENGINEERING PAGE V1 ENGINEER DATE SOI DESIGN OF L. a�al ?\ A,S I X33 P-) 2o-� 9 C. 1313(o a 22`g B i10c) 2 `20lq H SCS L HbG I s 1 b c) -2- I M d y 32� 3 ��3 w 12sL+ w 5 31 vv V\j �- \A/ -51 V\j �CA �cu �mcA x AF P - 2 20 iHq s�,z N I VerTech Engineering Project ,� i e4 z Page: 1� Engineer: AT Dater � S Desicin of: Shear Walls Framin Z�� ��M4 Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment 5/8" Dia. Sill A35 Clip Load Lenqth Length Length Load/ft Edge Nail Sill Pla a A.B. Spac ailing ilin Spacing Wall l Ln1 1ft1 I� in size ft in A 4327 16.6f 16.5 16.5 262 44, 2X 4.51 TO 1.72 ° ........................................................................W A.5 ......................................................................................................................................................................................................................................................................................................................................... 3863 ./. 19 W ............................................................................................................................................................................................................................... 19 19 203 6 0 2X 5.82 9.1 IV 2.2140 B4636 .................................. .................................................................................................................................................................................................................................................... 26 #* 26 26 178 6 V 2X ' 6.00 10.3 0' 2.52 C .......................................................................................� 1386 80 ,...............................................................................................................®..................................................................................�.........................E 8 8 173 6 2X ........................... 6.00 10.7 .........I.............. 2.60 D ..............................................................................................................................................................................................................................................................................................................................I.......... 2218 7.5 7.5 7.5 296 4 2X 4.00 6.2 1.52 �...:...................... 1.1.69................... 7.:5.. ...........7: 5 .......................... 7.5 ............................................... 148 6,f/ ................... A............................................................. 2X 6.00 ...... 12.5® ..................... 3.04 " ........................ 2079 10.5 10.5 10.5 198 6 v 2X 5.98 9.3 * 2.271 .2 .............................................................................P 3 ................................................. 4366 .....................x.7 4r ....................................................................................................................................................................................................................................... 17 257 4.61 7.2'0 1.75 A 4 5...........14.5 ............17 .....................................................I......................... .4..��............2X 3................2X....................3:54................. ............................................................................................. 5:.50.......1.:35.. .........................4851...................14: 5 1802 13 ....................1.4.:5....................335...................... 13 13 139 6 2X 6.00 13.3' 3.25 n VerTech Engineering Project: Q i e.+z Page: 1 l Engineer: AT Date: Design of : Shear Walls Stability Overturning Overall Gravi OT OT Righting Net Segment Segment OT Righting Net Length Load Height Moment Moment M/D Length Hel MMT MMT MID Wall (ft_ I Ib/ft fM (ft IN L-L E IM I fM (ft lb) (ft lb) ..............A.......... .......6....... . 365... .......... ....... .....1.1....... .... .... 11899:25 ................... 6570 ...................................................................................................................................................................... 998 3.5 11 10096 2236 2310 A:5 ` 8 ................................................................................................................................................................................................................................................................. 365 11 16773.55 10265.63 1005 5 11 82 4563 1415 B...::................26...............365................1.�........... 50996 .................................................................................................................................................................................................0.......... 123370 -2309 0 0 0 0 0 .............�............. ..........4.:........ ....... 365....... .......... 11..................7623........ 2920 ......................................................................................................................................................................0.......... 1249 0 0 0 0 0 .............D,............ .......... 1.1.......... ....... 365 11 24398 .............................................. 22082.5 .......... ............................................................................................................................. 411......... ............0 0 0 0 0 .............1........................8........... 365 ........................................................................................................................................................................... 11 12199 10265.63 395 0 0 0 0 0 .............. .............. .......... ll ......... ....... 65 ......................................................................................................................................................................................................................................I............. 11 22869 20120.63 453 0 .................................................................................... 0 0 0 0 ..............3....................... 17 ......... ....... 365....... ........... ......... ll: 48026.... ............................................................................................................................................................................................................. 52742.5 33 0 0 0 0 0 ............................ ........................ ..............................................................................................:........................................... 0 0 0 0 .............5......................13......... 3.6.5 11 19822 30842.5 -610 0 ....................................................................... 0 0 0 0 PROJECT D i -17 VERTECH ENGINEERING ENGINEER /\j DESIGN OF G r0`/ i + dr PAGE 1 1 DATE �2 r PROJECT N I e ENGINEER i DESIGN OF VERTECH ENGINEERING i1 �3 L - c� C-.,� �4c"-<- (L -r I -Z ) M = 1 -1 -F4 - b (,a x I 2 x o opt e./ .I (o „ PAGE �� 5 DATE 7,-i o 1 Zig � tZ•, 22' 2" FY') oder L = 1�' Tv y M= y x(E) Xjz, MCA 1'n R L at Trim = I 1 €c2) . X..1.6 p F 1 c . C -a cl r L - 2. 1 n b I=5' El x iO'° i b - in 2 ��xld ®P -1- �� PROJECT1/�ctz ENGINEER A-- DESIGN OF VERTECH ENGINEERING M _, I I (pv f'� _.1 Ell. 6,2 X M = 21 QD PAGE l DATE�� 2H,I d.C,. r f 6�- - Por c.�-) Mair) R Idgu L = 1 ' Tr>1•� = 10� L f5\ Tri = S 1. 0 s R°`JI4 PROJECT ENGINEER /� 1 DESIGN OF s VERTECH ENGINEERING 1 }1�i PAGE ' " DATE S M E.Z Y, 1 4t L= M. -- Ci' 16 �.,7 T A X 0 (o 0 OF" I- Nor p6w �j El _ Pro 350 ��" O . C, . g'� - POS 8,e tr _ 1`2 PROJECT D1�'��'�. -VERTECH ENGINEERING ENGINEER A -7 - DESIGN OF PAGE i . DATE Beam Sizer Design Program VerTech Engineering Project: Dietz Residence Location: Entry Girder Slope of roof Dead Load Live Load TULL Defl. Criteria (U) Length of Beam Width tributary to beam: Unbraced Length CD 1.00 CF Cin 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 49836 RB= 3.9 Total Uniform Load Mmax Vmax EI Req'd Date: 5/21/2001 ❑ valley Beam 4 :12 Select Beam Width 3.5 in 16 psf El Round Member 16 psf DF -L #1 Dimensional � Q Horiz. Member 240 360 Fb' 999 psi 18 ft Fv' 95 psi 2 f 1 ft Height Required 7.4 in 1.00 A Req'd 9 in^2 1.00 S Req'd 32 in^3 1.00 1 Req'd 101 in^4 1.00 Controlling Design Bending 1.00 le= 2.1 Fb*= 1000 66 plf 2662 ft -Ib 592 Ib ❑ Shear at d from face? 173 *10^6 #-in^2 Timber Beam Section Properties VerTech Engineering Fb Fv Douglas Fir Larch North #2 825 95 Dimensional Fb Fv Douglas Fir Larch North #1 1300 85 Beams and Stringers M=Fb'S, V=2/3'A'Fv B (in) H (in) A (in^2) I (in ^4) S (in ^3) M (ft -Ib) V (lb) 2X4 1.5 3.5 5.25 5.36 3.06 211 333 2X6 1.5 5.5 8.25 20.80 7.56 520 523 2X8 1.5 7.25 10.88 47.63 13.14 903 689 2X10 1.5 9.25 13.88 98.93 21.39 1471 879 2X12 1.5 11.25 16.88 177.98 31.64 2175 1069 2X14 1.5 13.25 19.88 290.78 43.89 3017 1259 4X6 3.5 5.5 19.25 48.53 17.65 1213 1219 08 3.5 7.25 25.38 111.15 30.66 2108 1607 010 3.5 9.25 32.38 230.84 49.91 3431 2050 4X12 3.5 11.25 39.38 415.28 73.83 5076 2494 4X14 3.5 13.25 46.38 678.48 102.41 7041 2937 4x16 3.5 15.25 53.38 1034.42 135.66 9327 3380 6X6 5.5 5.5 30.25 76.26 27.73 3004 1714 6X8 5.5 7.5 41.25 193.36 51.56 5586 2338 6X10 5.5 9.5 52.25 392.96 82.73 8962 2961 6X12 5.5 11.5 63.25 697.07 121.23 13133 3584 6X14 5.5 13.5 74.25 1127.67 167.06 18098 4208 6X16 5.5 15.5 -85.25 1706.78 220.23 23858 4831 8X8 7.5 7.5 56.25 263.67 70.31 7617 3188 8X10 7.5 9.5 71.25 535.86 112.81 12221 4038 8X12 7.5 11.5 86.25 950.55 165.31 17909 4888 8X14 7.5 13.5 101.25 1537.73 227.81 24680 5738 8X16 7.5 15.5 116.25 2327.42 300.31 32534 6588 8X18 7.5 17.5 131.25 3349.61 382.81 41471 7438 8X20 7.5 19.5 146.25' 4634.30 475.31 51492 8288 10X10 9.5 9.5 90.25 678.76 142.90 15480 5114 1OX12 9.5 11.5 109.25 1204.03 209.40 22685 6191 1OX14 9.5 13.5 128.25 1947.80 288.56 31261 7268 1OX16 9.5 15.5 147.25 2948.07 380.40 41210 8344 1OX18 9.5 17.5 166.25 4242.84 484.90 52530 9421 1OX20 9.5 19.5 185.25 5870.11 602.06 65223 10498 1OX22 9.5 21.5 204.25 7867.88 731.90 79289 11574 12X12 11.5 11.5 132.25 1457.51 253.48 27460 7494 12X14 11.5 13.5 155.25 2357.86 349.31 37842 8798 12X16 11.5 15.5 178.25 3568.71 460.48 49885 10101 12X18 11.5 17.5 201.25 5136.07 586.98 63589 11404 12X20 11.5 19.5 224.25 7105.92 728.81 78955 12708 12X22 11.5 21.5 247.25 9524.28 885.98 95981 14011 12X24 11.5 23.5 270.25 12437.13 1058.48 114669 15314 12X26 11.5 25.5 293.25 15890.48 1246.31 135017 16618 12X28 11.5 27.5 316.25 19930.34 1449.48 157027 17921 12X30 11.5 29.5 339.25 24602.69 1667.98 180698 19224 12X32 11.5 31.5 362.25 29953.55 1901.81 206030 20528 Gluelam Beam Properties VerTech Engineering Fbtt (psi) Fvl(p� 24FV4 2400 165 B (in) D (in) A (in ^2) 1(in ^4) S (in ^3) M (ft -Ib) V (Ib) 51/8 9 46 311 69 13838 5074 51/8 10.5 54 494 94 18834 5919 5 1/8 12 62 738 123 24600 6765 51/8 13.5 69 1051 156 31134 7611 51/8 15 77 1441 192 38438 8456 51/8 16.5 85 1919 233 46509 9302 51/8 18 92 2491 277 55350 10148 51/8 19.5 100 3167 325 64959 10993 51/8 21 108 3955 377 75338 11839 5 1/8 22.5 115 4865 432 86484 12684 51/8 24 123 5904 492 98400 13530 51/8 25.5 131 7082 555 111084 14376 51/8 27 138 8406 623 124538 15221 51/8 28.5 146 9887 694 138759 16067 51/8 30 154 11531 769 153750 16913 63/4 9 61 410 91 18225 6683 63/4 10.5 71 651 124 24806 7796 63/4 12 81 972 162 32400 8910 6314 13.5 91 1384 205 41006 10024 63/4 15 101 1898 253 50625 11138 63/4 16.5 111 2527 306 61256 12251 63/4 18 122 3281 365 72900 13365 63/4 19.5 132 4171 428 85556 14479 63/4 21 142 5209 496 99225 15593 63/4 22.5 152 6407 570 113906 16706 63/4 24 162 7776 648 129600 17820 63/4 25.5 172 9327 732 146306 18934 63/4 27 182 11072 820 164025 20048 63/4 28.5 192 13021 914 182756 21161 63/4 30 203 15188 1013 202500 22275 MicroLams Fb= 2800 psi Fv= 285 psi oe B H A I S M V 1.75 9.25 16.2 115.4 25.0 5823.0 3075.6 1.75 11.875 20.8 244.2 41.1 9596.9 3948.4 1.75 14 24.5 400.2 57.2 13338.9 4655.0 1.75 16 28.0 597.3 74.7 17422.2 5320.0 1.75 18 31.5 850.5 94.5 22050.0 5985.0 Note V = 2/3'A"Fv, M = Fb'S PROJECT D I �� Z 'VERTECH ENGINEERING PAGE ENGINEER DATE DESIGN OF �.1v rail i C1 - (22� Lu = 12 ' x (o (1 .0S O G VS f) + J(C eS-f-') L.0 - 1-2 , D� F-2 ,S (-:5 - ( I0� :5 �) (i.o5 0(o sc) + P 1� s-(- ) P L� _ �� Ll x'-1 1D IF F I,�-> Y I)(1,05WoP,r)-�►(o1,S-�i = 22q�Ih x H i2) 1 P Lq = G' LxLlOF1 FI, I - 0 0 (o P P L F 2 L LA VD F- 1_ F 2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity Obs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 13734 17396 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171 14734 11 0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512 18 0.12 123 1502 2360 3218 4077 4935 19 0.11 110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594 26 0.06 60 731 1148 1566 1983 2401 27, 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598 1935 30 0.04 45 551 865 1180 1494 1809 Timber Column Design Values Per NDS 3.7 VerTech Engineering. 6X6 DF-L(N) #1 Fc E d KCE c 1000 1600000 5.5 0.3 0.8 Stability Column Capacity Obs) le (ft) Cp Fc' (psi) 6X6 6X8 6X10 6X12 5 0.94 943 28511 38879 49247 59614 6, 0.91 912 27586 37618 47649 57681 7 0.87 872 26373 35963 45553 55143 .8 0.82 821 24841 33874 42908 51941 9' 0.76 761 23015 31384 39753 48122 10' 0.69 694 20989 28621 36253 43886 11 0.63 625 18906 25781 32656 39531 12 0.56 559 16902, 23048 29194 35340 13 0.50 498 15061 20538 26015 31492 14 0.44 444 13421 18302 23183 28063 15 0.40 396 11984 16342 20700 25057 16 0.35 355 10734 14637 18541 22444 17 0.32 319 9650 13159 16669 20178 18 0.29 288 8710 11877 15044 18212 19 0.26 261 7892 10762 13632 16502 20 0.24 237 7179 9789 12400 15010 21 0.22 217 6554 8937 11321 13704 22 0.20 199 6005 8188 10372 12555 23 0.18 182 5520 7527 9534. 11541 24 0.17 168 5090 6940 8791 10642 25 0.16 156 4707 6418 8130 9842 26 0.14 144 4365 5952 7539 9127 27 0.13 134 4058 5534 7010 8486 28 0.13 125 3782 5158 6533 7909 „ 29 0.12 117 3533 4818 6103 7388 30 0.11 109 3308 4511 5714 6917 Project: p Engineer: A7 Design of: Foundations VerTech Engineering Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 12" O.C. full height. Provide A. at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): . 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width . Thickness Cap (alf) Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Cap. Connnector Label Size Thickness Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 6'-6" Sq. 18 (9) #5 42.25 CB Page: 2.G Date: c� 1 Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. 0 • e ie"kjo-1 G--\ CeI%6 -,�, C-0-� CIO� O CL,, rte- n es- CCo r&t- r ao dA,6-" C3 pL,c e.,e-t— rem C49 r r -047f-l- C- RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: COMMENTS: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM 0 RESPONSE BY: COMMENTS: PLAN CHECK ITEM q RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM N RESPONSE BY: COMMENTS: RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLA CA PLAN CHECK ITEM N RESPONSE BY: COMMENTS: PLAN CHECK ITEM # COMMENTS: CHECK ITEM N CHECK REM # PLAN CHECK ITEM 0 COMMENTS: ESPONSE BY: RESPONSE BY: RESPONSE BY: RESPONSE BY: TION ON PLANS/CALCS: I LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: PLAN CHECK ITEM !f RESPONSE BY: LOCATION ON PLANS/CALCS: July 12, 2001 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Parcel Number 040-290-024 Building Permit Number 01-1300 This letter is to certify that, as owners of an existing mobile home, located at above parcel in Durham,California, we will disconnect from all utilities, including the septic tank system, when the new house is ready for final inspection. We agree that the mobile home may be stored on the said property but may not be used for any purposes without proper permits. We also certify that any existing out buildings will not be used as an occupancy for anyone; and that they are strictly for use as storage sheds for agricultural machinery and equipment. These buildings were built before building permits were required. Sincerely, Neal and Margaret Dietz Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT 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 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 19980 California Electrical Code (1996 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 REQUIREMENTS • 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 lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.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. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nm, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. . • 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 glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ''/z"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • 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, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot passthrough (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: Building Permit Number: 01— l 300 Plans Examiner: Martha Christy • 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. 26021.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing constriction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment 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 REQUIREMENTS 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 detector's as per the requirements of U.B.C. section 310.9.1. .4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable 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 Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW �] Your parcel Ges within a designated 100 -year flood plain. Finish floor, electrical, H.V. A. C. equipment and services (` shall be a minimum of one foot above the elevation shown on th attached Flood Elevation Certificate. A Post Flood Elevation Cerhifwate will also be required wee. Ctr4i t4co—k, � vn Rc i i Mir Note: We will normally accept the following as compliance with the flood elevation requirements 2!e % 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 height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with 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. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department 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. Asetback of 1O ' from the side and In '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 strictures and equipment except for a 2 foot overhang. ® Expansive soil may be -encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. '� .Page 2 of 2 Owners Name: DIC fZ Building Permit Number: 6Y--(300 Plans Examiner: Martha Christy OWNER '� C' A . P . # Address �� �'j G �e5�`c�V \ \ - S0.y� `C�y���SC,o Zoning Complaint Location G\ S,. deo \ \ ,U (' hG�rc1 Taken By: VIOLATION TYPE BUILDING HEALTH �] PLANNING LD OTHER C PERMIT HISTORY ON FILE Q NONE AS FOLLOWS: ------------------------------------------------------------------------------------------- FIELD INFORMATION TENANT: Name Address Description of Violation_A�� , T,IAIO Abtr= L66rQQVC&.. Foma'bAr o.✓ RAnnRwtyQ OTHER COMMENTS: Appro}:. Bldg./MH Size Approx. Bldg./MH Age Under Construction Built By/For-E—] Present Owner Q Previous Owner = Occupied 0 Has Power Q Has Gas Q Has Sanitation Facilities Q Gritten Notice Given & Attached 0 Person Contacted Describe Action Taken: ACTION RECOMMENDED: Information only, file Letter 10 Day Letter Hold for Days Other BY: DATE 3 ; R COMPLAINANT ADDRESS: PHONE NUMBER: OTHER COMMENTS: TO / ROOM/STA. NO, ///•!�•.,(, FROM ROOM/STA. NO. ,e,t//& >u. REPRESENTING TP TIME PHONE f 1-7 ATSS ❑ ❑ Telephoned ❑ Please call ❑ Was In ❑ Returned Call ❑ Will Call Again ❑ Wants To See You ❑ Information NOTE and REPLY ❑ Comment ❑ Re-route ❑ My Signature ❑ Investigate ❑ Return ❑ Copy Me ❑ Contact Me ❑ File ❑ Forwarded Per Request MESSAGE/REMARKS STATE OF CALIFORNIA PROTECT YOUR MESSAGE e9 saon/ INFORMATION ASSETS STD 7 (REV 1/90) CDF/BCFD DAILY INCIDENT LOS Day/Date from 880(1 I / U N __/ Q _ __to 8 ®8 8 1 V� ---/ /-- Page-of--- �-►ti*bt#44�#b444ibb#i######tt##444i########3#•#4#et#tri####i9F## #e##b#4444#49F4�9F444• in c# �7y_ Fire# _ Name _ _ Type __ Rrport time ' C _Start time- ---Central tine - ----R.O.-- ----�-----l'=f�--StaO C0� Location _�i1_"_�±'`� :�_�'�_��---------------------------Batt# (Q_ Cause__________________________ ___Engines:GDF BCFD ;Co# Officer Saved --------------------------------------Sq/Atk---aT--- Doi --- Crew --- AA --- AT--_HC--- Damapr------------------------------------ Other Eq-----.... Land use Acre/'Iypc____________ total___ Owner/tenant ----------------------------------------------LIRA:-A-�-- R.P.-----_Lj-lL.Q,:Rf.ljj qQ- - --- -- - - -BI: ---- - ------- ----- --- ------ --- Misc.InSC.JC_Y�1Ct$-- - - 4ts9Faaf# �#�,j 4###a#4#b#####44#44# Inc#_dFire# Nape T e J'sl-�L -------------------------- Yp ---- ---- ----------------- Report time x� Start tioe Control time R.O.__C_4grg __________Sta# --------------------- Location---�ei53---�a�"-��'�=1--D------------------------------------------- Batt#_q Cause_____________________________________Engines:CDF___BCFD-t_;Co#____Officer Saved ------------------------------------- Sq/Atk... Ma --- Doi --- Crew --- AA___AT--- HC___ Damage ------------------------=------=----Other Eq---.LJj."6 Lj----------- Land use Acre/Typo Total Owner/Trnent--------------- FlRA:_�Q-- R.P._ ---------- - -------------- ------------- ------------- - ------------------------------ ------------------------ a1�6 a,,s#+�TMaaa#abFb#ebb#f# Incl J Fir # _ Nose _ T el-� Repo t tis_ Start tine __ --- ---------- Location OL_P!rNIUODC_ir'1V�1`�-_ _____________..---Batt#d-- Causa__________ ErginessCDF __BL'FD 1 _;Co#�f _Officer ------ Saved ------ ------------------------------- Sy/Atk... UT' Doi_ Crew---AA---AT---HC--- Daoa c __-----Ot!aar Eq__ J.Z&__J_O-________ _ ------ Land use--- Acre/Type--------------- - Totaj--- i Owner/Tenant -------HRAs T _ O H.P.----=------- -------------------------------------------------BIs------- MiSc.Info---------- L -------------------------------------------- ---------- 41'#"z Inc®_i/}Z__Fireq-----------Dlapa---------------------TYDe1�t -=------------- Report tiae Qdtjy? Start tia t ___ Control tiarR,O,_ �jQ�L..$1�7y Sta# (, LOCat.ion nA li'7f'- f�L•,_K, --------- _�o ---------------------------------------------- Batt# !� ------ Cause ------------------------------------- EnginessCDF _'-BCFD1__;Cof)b:?-_Of{icer------ Baved------------------------------------- Sq/Atk... Q/7 --- Dox --- Crresa--- AA--- AT HC Dasagc------------------------------------ Other Eq .................................. ----- _ Land e use -------------- -------------------------- _:,4 - --------------- ------------------------T al OOwner/Tenant R.P.. �s�: �$-�b---g'-C50':.�.1�.------------------------------------------B1------- Misc.lnfo---------------------------------------------------------------------- 6♦�bbbt #4#########bS31}# #a,4f�ii#4##bebb###tai##t####Q��a6ii8b41i ##S9#,�°{}44o-bblb8A4b#6. Inc4J ---F _�oo� _Name-- ���V�%��'-- - Type _ i¢t l`= ------- &port time tart ti,s@Q..3_ Control time =p Q R 0.___�i%____$ta# ocation _ a _ BattO _____ -- ___EnginossCDF--- BCFD_aCa#,Officer___ -= - 9avvdP �C1_f> _..V,0:fitpa��_Z 4jQtP ."�__$q_ _ - _WT oz___Cr9mos rAA ---AT ---HC --- 1212Q11 `1dx�i�`_.�p�.Ai t211 > JA,II 0#her E'q---- & _rt% d& -S-.--..-.-.. - -- . __ Land us rS e �2j�lr� _i_Acr /Tjrpr - _ Tota--- `; Oanrr/T Want Il��t►tf_�_ I.I;IU,��'s- _--- _ -- _ t---- R.P. HIM — _ /_ ____ _BI: Misc.Info---A L�--,�=-�.:dl IYI--------------------------------------- rev.(7/16/86) ._TCAPPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Client: Neal Dietz Address: 9185 Lott Road City, State: Durham, CA 95938 Attn: Neal Dietz Project: Dietz Residence Soil Description: Light Gray Sandy Silt (Import) Report Seq. No. 3 Page: 1 of 1 Date: 7/4/01 Tech: M. Haydon " Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Densitv Xi : Moisture Xi: Compaction Equipment: Req'd % Compaction Curve No.: T-2 Max Dry Density: 93.4 Opt. Moist. Content: 23.0 90% Test # Test Depth Location: Building Pad Elev. Wet Density H2O' Density Dry Density Moisture Content % Comp. Results 5 8" Northeast Comer -1' 105.0 17.01 87.9 19.4 95% PASS 6 8" Southwest Comer 1' 111.9 19.6 92.3 21.2 99% PASS REPORT: Arrived at jobsite at 0850 hrs. to perform compaction testing of the Building Pad. Performed 2 nuclear density tests at random locations as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, both test results indicate at least 90% relative compaction. Copies to: Reviewed by. 3060 Thorntree Drive, Ste. 10 - Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTING CONSULTANTS AS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testing Report Per ASTM 1557 Client: Neal Dietz Address: 9185 Lott Road City, State: Durham, CA 95938 Attn: Neal Dietz Project: Dietz Residence Soil Description: Light Brown Clayey Silt Report Seq. No. Page: 1 of 1 Date: 7/2/01 Tech: M. Haydon Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: Density Xi Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-1 Max Dry Density: 111.2 Opt. Moist. Content: 15.6 90% Test # Test Depth Location: Building Pad Elev. Wet I Density H2O Denr sity Dry Density Moisture Content % Comp. Results 1 6" Northeast Comer +6" AOG 116.9 14.0 102.9 13.6 93% PASS 216" Southwest Comer +6" AOG 116.8 17.2 99.6 17.2 90% PASS r REPORT: Arrived at jobsite at 0800 hrs. to perform compaction testing of the Building Pad. Performed 2 nuclear density tests at random locations as indicated above. A sample of the material was obtained and returned to the laboratory for a moisture density curve. At the completion of the curve, both test results indicate at least 90% relative compaction. Copies to: Reviewed by: J 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 ATC APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION Nuclear Density Testinn Rpnnrt Par AATM 15r.7 Client: Neal Dietz Address: 9185 Lott Road City, state: Durham, CA 95938 Attn: Neal Dietz Project: Dietz Residence Soil Description: Light Gray Sandy Silt (Import) Report Seq. No. 2 Page: 1 of 1 Date: 7/3/01 Tech: M. Haydon , Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: I Densitv Xi : Moisture Xi Com action Equipment: Req'd % Compaction Curve No.: T-2 Max Dry Density: 93.4 Opt. Moist. Content: 23.0 90% Test # Test Depth Location: Building Pad Elev. Wet Density H29 Density Dry Density Moisture Content % Comp. Results 3 10" North Edge of Pad -2' 114.4 24.91 89.5 27.8 96% PASS 410" South Ed a of Pad -2' 108.2 23.0 85.2 27.0 92% PASS REPORT: Arrived at jobsite at 1100 hrs. to perform compaction testing of the Building Pad. Performed 2 nuclear density tests at random locations as indicated above. Both test results indicate at least 90% relative compaction. Copies to: Reviewed by: U 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891-4243 APPLIED TESTI NG CONSULTANTS MATERIALS ENGINEERING ASTM 1557 Moisture/Density Curve Client: Address: City, State Zip: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf:. Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: Neal Dietz 9185 Lott Road Durham, CA 95938 Neal Dietz Dietz Residence Light Brown Clayey Silt Jobsite N/A 1 1 2 3 4 -100 0 100 6967 7098 7150 2724 2724 2724 4243 4374 4426 124.71 128.61 130.1 110.41 111.2 110.7 1 1 2 -3--T 4 945.0 874.7 966.8 846.6 768.2 835.5 88.9 88.8 86.8 757.7 679.4 748.7 98.41 106.51 131.3 13.0%1 15.7%1 17.5% TESTING AND INSPECTION Sample No: T-1 Date: 2 -Jul -01 Tech: B. Carter Sample Weight: 15,000 grams Rock Correction' ASTM D4718 Total sample wt: +3/4'rock wt: % of +3/4 rock: Specific Gravity of +3/4: Rock adj. density: i na 111.0 •y c m 'o G y = -1166.6x2 + 362.75x + 82.972 R2=1 E. I L I I I 110.0 11.0% 12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 18.0% 19.0% 20.0% Moisture Content (% of dry weight) Max density from curve: 111.2 max aajusteci density: '1'1'1.1 pcf Optimum moisture: This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 C APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING' TESTING AND INSPECTION ASTM 1557 Moisture/Density Curve Client: Address: City, State Zap: Attn: Project: Soil Description: Sample location: Sample depth: Trial No: Water Addled Gross compacted wt: ContainerTare: Net compacted wt: Wet dens'ty, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dcy wt: Pan tare: Net dry vt: Moisture loss: % Moislure Content: Neal Dietz 9185 Lott Road Durham, CA 95938 Neal Dietz Dietz Residence Light Gray Sandy Silt (Import) Jobsite N/A 1 2 3 4 300 400 500 6450 6630 6645 2724 2724 2724 3726 3906 3921 109.5 114.81 115.3 90.9 93.41 92.9 1 2T 3 4 880.7 861.0 868.4 745.0 716.9 716.4 83.3 88.6 83.9 661.7 628.3 632.5 135.71 144.11 152.0 20.5%1 22.9%1 24.0% Sample No: T-2 Date: 2 -Jul -01 Tech: B. Carter Sample Weight: 15,000 grams Rock Correction' ASTM D4718 Total sample wt: +3/4 rock wt: % of +3/4 rock: Specific Gravity of +314: Rock adj. density: 94.0 93.0 Q t? 92.0 o - a -4152x2 + 1907.1 x - 125.59 91.0 R2 = 1 90.0 18.0% 19.0% 20.0% 21.0% 22.0% 23.0% 24.0% 25.0% 26.0% 27.0% Moisture Content (% of dry weight) Max density from curve: 93.4 Max adjusted density: 93.4 pcf Optimum moisture: This test was performed per ASTM 1557 Reviewed by: 3060 Thorntree Drive, Ste. 10 • Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 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 NOTICE TO BUILDERS" Before your building permit can,be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory" entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you pan do to expedite your permit: 0 Make sure your application is complete. . O Be responsive to requests from County departments for any additional materials or requiremeats. The Building Division places its highest. priority on.processing building permits as quickly as possible and each day that passes without a complete application adds to processing -time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the .date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) timer-, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans'and specifications -for such work. In order to reinstate action on a permit after expiration, the permittee shall pay'a new full permit fee and additional plan checking and documentation may be required. Upon completion of work.covered by this permit, please contact this'office for final inspection. As a reminder to you, it is illegal to occupy this building or any�portion of the building for which this permit is issued without a final inspection. EXPIRATION OY PERMIT APPLICATION AND REFUND POLICY* Application for which a permit has not been issued:will expire one year after date of application. Refunds may only be made upon written request by the person who 'originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check. portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be.deducted prior to authorizing a refund and a charge to process the refund application will be assessed. ,Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit.. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at •http://municipalcodes.lexisnexis.com/codesfbutteco/ "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. Reference Number: B09-1581 Date: 10/21/2009 Location: 9185 LOTT Parcel Number: 040-290-088 Owner Name: MCKNIGHT RANCH INC, Phone: (530) 624-7410 Description: LIMITED AGRICULTURE BUILDING 4000 SQ FT Signature of Applicant: Date: 10/21/2009 oy FILE RECEIPT 19762 OFFICIAL RECEIPT COUNTY OF BUTTE STATE OF CALIFORNIA OFFICE OF PLANNING