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HomeMy WebLinkAbout039-480-021U,S'bEPARTMENT OF HOMELAND SECURITY 0 Federal Emergency Management Agency Na'onal Floyd Insurance Program Al. Building Owner's Name Francisco Alvarez ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION OMB No. 1660-0008 Expires March 31, 2012 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. npany NAIC Number.' 1596 Dayton Road - City Chcio State CA ZIP Code 95926 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 1[ ` Butte County APN: 039-480-018!1 I 1 1 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential Addition A5. Latitude/Longitude: Lat. 39-41-59N Long. 121-50-55W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 rW A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. MSL &" Lav A7. Building Diagram Number 11A'/ � A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached darae: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft % b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage 69�/ enclosure(s) within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grad�e��_q�-.�� c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings A(� 9.b NA d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No r SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State 06007C Butte County Unicorporated I Butte California B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 06007CO505 C Date Effective/Revised Date Zone(s) AO, use base flood depth) 6-8-1998 AO 1 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 69: ® 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 NA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ®_Construction Drawings' , ❑ Building Under Construction' ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized USGS BM 28Vertical Datum 179.90 Ft. 1' v V T 0`cv Conversion/Comments NGVD 29 ✓✓ Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure 173.61 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor _ _ ® feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) N fe SI t��, d) Attached garage (top of slab) NA." ❑ feet ❑meters (Puerto Rico only) OF y,� (, e) Lowest elevation of machinery or equipment servicing the building 173.61 ® feet El meters (Puerto Rico only) �" '" "' (Describe type of equipment and location in Comments) S `*6 f) Lowest adjacent (finished) grade next to building (LAG) 172.43 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 172.61 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including NA. ❑ 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. I certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.❑ 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 Certifier's Name James Edward Renfro License Number RCE 72009 (6-30-10) Title Principal Engineer Company Name Renfro Civil & Surveying 2:11u►_1 iuu Lrna Ct., City Chico State CA ZIP Code 95928 Date 11-16-09 Telephone 530-899-0409 /QROFESSA ���LAC- y SEAL K . VE.Q-090 CiVt1,4 OFC 81-31, Mar 09 Se reverse si a for contintion - Replaces all previous editions r2 S6 Us sHo jMA5� 741 IMPORTANT: In these spaces, copy the corresponding information from Section A. 'For,Insurance-Compan`y,Use x ' 117 Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Wolicy Number, x�..- •f 15x6 Daytoa Road �R r -I& City ChicoState CA ZIP Code 95926 Company NAIC Numbert , k t> 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 Pre -construction certificate: Propose to construct residential addition. Photos to accompany post -construction certificate Signature 11-1 b -U9 ❑ Check here if attachments SEC I N E - BUILDIN4,tLEVATION 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 1.00 ® feet ❑ meters ® above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 1.18 ® feet ❑ meters 0 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 NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 1.00 ® 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 James Renfro Address 180 Enna Ct., #100 City Chico State CA ZIP Code 95928 Signature Date 11-16-09 Telephone 530-899-'0409 Comments ❑ 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 AO. 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 1* `U.S. DEPARTMENT'OFHOMELAND SECURITY Federal Emergency Management Agency National.Flood Insurance Program Al. Building Owners Name Francisco Alvarez Y�7 ELEVATION' CERTIFICATE Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION OMB No. 1660-0008 Expires March 31, 2012 A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 1Company�NAICNumber 1596 Dayton Road City Chcio State CA ZIP Code 95926 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.).til�f�-G Butte County APN: 039-480-018 �f A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential Addition A5. Latitude/Longitude: Lat. 39-41-59N Long. 121-50-55W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photo0a, e b ilding if the Certificate is being used to obtain flood insuran e.] 4 A7. Building Diagram NumS'E-I.�v x.17jrbuilding �Y% C A8. For a building with; crenclosure(s): ing wi an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft footage of attached garage NA sq ftb) No. of permanent flood openings in the crawlspace or permanent flood openings in the attached garageenclosure(s) within 1.0 foot above adjacent grade NA 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in et area of flood openings in A9.b NA sq ind) Engineered flood openings? ❑ Yes ® No ered flood openings? ❑ Yes ®No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State 06007C Butte County Unicorporated I Butte California B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 06007CO505 C Date Effective/Revised Date Zone(s) AO, use base flood depth) ❑ meters (Puerto Rico only) _ ® feet 6-8-1998 AO 1 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) Bl 1. 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 NA ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction* ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, 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 A7. Use the same datum as the BFE. Benchmark Utilized USGS BM 28Vertical Datum 179.90 Ft. L L- d U _ Conversion/Comments NGVD 29 r } 1 UZC� 5 Gtl'tA00 a) Top of bottom floor (including basement, crawlspace, or enclosure flo b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, includin( structural support Check the measurement used. 47' feet ❑ meters (Puerto Rico only) 47 ;NA. ® feet ❑ meters (Puerto Rico only) ❑ feet ❑ meters (Puerto Rico only) feet ❑ meters (Puerto Rico only) _ ® feet ❑ meters (Puerto Rico only) F(LL- Ov' 172.43 feet ❑ meters (Puerto Rico only) 1 ® feet El (Puerto Rico only) N A. ❑ f feet ❑ meters (Puerto Rico only) O(= 6/4,-OA-E�� S c -,A 6 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and seated by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.❑ 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 PLACE SEAL Certifier's Name James Edward Renfro License Number RCE 72009 (6-30-10) HERE Title Principal Engineer Company Name Renfro Civil & Surveying Address 180 Erna Ct., #100 City Chico State CA ZIP Code 95928 Sign a /, i f AL .1, Date 11-16-09 Telephone 530-899-0409 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions t'E!:71L.e�Co 0 1 1vs]Io I> -i y . IMPORTANT'. 1596 Dayton Road City ChicoState CA ZIP Code 95926 the and/or Bldg. No.) or P.O: Route and.Box A. 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 Pre -construction certificate: Propose to construct residential addition. Photos to accompany post -construction certificate. Signature Date 11-16-09 ❑ 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 LOMB -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 1.00 ® feet ❑ meters ® above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 1.18 ® 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 NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is NA. ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is 1.00 ® 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 James Renfro Address 180 Erma Ct., #100 City Chico State CA ZIP Code 95928 Signature i Date 11-16-09 Telephone 530-899-•0409 Comments ❑ 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 AO. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. Permit Number I G5. Date Permit Issued I 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 Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1596 Dayton Road City Chico State CA ZIP Code 95926 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. i „ Building .Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1596 Dayton road City Chico State CA ZIP Code 95926 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES . BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PERMIT NO. BPO52804 B. C. Building Permit 01-16.04 pg 1 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under Issued Date: 06/02/2006 APN: 039-480-021-000 provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. Site Address: 1596 DAYTON RD CHI License Class : License Number: Map Index: Date: Contractor: Description: NSF(1152)COV(144) OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires, a Owner: ALVAREZ, FRANCISCO JAVIER permit to construct, alter, improve, demolish, or repair any structure, prior P.O. BOX 5394 to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of CHICO CA the Contractor's State License Law (Chapter 9 commencing with Section 95927 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any (530) 342-2775 violation of Section 7031.5 by any applicant for a permit subjects the sarahbrenna@yahoo.com applicant to a civil penalty of not more than five hundred dollars ($500).): I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Applicant: ALVAREZ, FRANCISCO JAVIER Code: The Contractors' State License Law does not apply to an P.O. BOX 5394 owner of property who builds or Improves thereon, and who does CHICO CA such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for 95927 sale. If however, the building or improvements are sold within one (530 ) 342-2775 year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sarahbrenna@yahoo.com sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business - and Professions Code. The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O lam Exempt under Article 3 of the Business an Professions Code Date:.�' dO Owner: License #: WORKERS' CO ENSATI N DECLARATION I hereby affirm under penalty ofVp4uFrone of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer: O 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 1296 S.F. 7 Valuation: $77,184.00 Policy fe: Census Code: 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 Z5 become subject to the workers' compensation laws of California, and agree that If I should become subject to the workers', compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: �F • Z d�P l f D Applicant: WARNING: ' Failure to secure workers' compensation coverage Is / unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This per Is hereby i ued unde he app able provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the Resol ons to do . e•Indicateld bove f which fees have been paid. �^ 6 performance of the work for which this permit is issued (Sec 3097 Civ.) / _2 _0 c/ Name: By Date: PERMIT EXPIRES ON: Address: Date ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information Is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and. state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or docum nt of Butte County. I hereby authorize repr6 iatatives of Butte Countytoenter upon the above mentioned property for inspection purposes. Print Name: Y �Vl l \ ��'PXC�YI Signature: Date: O Owner O Contractor ❑ Agent for Owner O Agent for Contractor B. C. Building Permit 01-16.04 pg 1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION �$ �Y "PLEASE PRINT CLEARLY" Lt -1 r OWNER Last,Name are Z rLW Name n u S c.a +e '-o s13 we 531 City GO State 1' I59 2 -- -Phone� Phone 271r� Fax E-mail h�r�ri GI�oO • Go v%-% Sara v APPLICANT SIGNATURE X - For office use only: CONTRACTOR Name ou,ne.r dles� to Address City City State GPS State Zip Phone Fax Fax E-mail Planner Lic. # Class v APPLICANT SIGNATURE X - For office use only: ARCHITECT/ENGINEER Name ou,ne.r dles� to Address City City State GPS State Zip Phone Fax Fax E-mail Planner State License Number v APPLICANT SIGNATURE X - For office use only: APPLICANT NAME Name tr 's Jav�e� �t\�larr2Z Address U City GIA 1 Lo State GPS Zip q 5-0I2't Pho e 7--1 2-S Fax E-mail SQrah60etnn0. altoo- �a►�1 v APPLICANT SIGNATURE X - For office use only: Zoning — Q 1 Flood Zone 1A0 ISRAI Yes JQND Occ. R3 Type Const. V Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS PERMIT NO. S-Zg, LOCATION AP# C>S q 4 fs-O Property Address �g a -� Rd . Ci C i _0 Cross Street N/M WORKER'S COMPENSATION Policy Number W /A Carrier if hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name (^ �o�e.1t>WV%e_r_ _kMCov\ Ce A Address Description or Scope of Work: S t h 5�e —f G.vv�i Sq. Footage It 5;Z I O Proposed Change of Occupancy (Note previous use): Vr,A c Aye S EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received tmoount: Bldg SRA Receipt #: )-`1W 73 Sheriff �f yv SMIP Date: / f . 3q Total Mtn / C_1 r -AA. SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK :�101. ential, New, Remodels, Additions, and Accessory Structures: 3 Site Plans, signed by the preparer. NO GRAPHPAPER! o" 2. 3 Complete sets of plans, signed by the preparer. NO GR,4PHPAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed calculations. 8--/3. 2 Engineered truss details and layouts (if required) (NO FAXES!). . ❑ 4. Letter from Engineer or Architect for truss design review. 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to mobile or modular homes.) [� 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). 8. Sanitation and site plan approval from the Environmental Health Department. ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamQed and wet -signed by the engineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4. 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed by the engineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMSSUILDING F0RMS\BIdgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 V t ..... ,. -i.i+ rn��y'V a� '.�.+ 1r.-.. T '� -c».�. ti .�• _ _ _ _... /� 4 z6 C4 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: U (� 'T %J l� (�� S[� ASSESSOR PARCEL NUMBER. 68q_ "00 62 Proposed Building Use: Permit Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. �O 4. Engineered truss details and layouts in duplicate. No faxesl 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info; (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. x ❑ 9. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. .0 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Letter of intent for non-residential buildings ❑ 12. Hazardous Material Form k 13. Acknowledgement of building permit application without required clearances. ❑ 14. Other 4�Remin' it(May require additional plan review upon receipt of the following items.) 15.nitat' nand site plan approval from the Environmental Health Department ins- Chico ❑ Oroville, as applicable K � �/C....................................................17. - gricultural ;Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 18. Soils Report and/or Engineered Foundation required ........................................... 19. Erosion Control Plan Required........................................................................ 20. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 21. City of Chico Plumbing permit........................................................................ ❑ 22. Site plan and business license approval from the City of Biggs .............................. 023. California Department of Forestry plan approval ❑ paid. Sent by: ... 00) 24. Planning approval for (A) Use: V (B)Parking: (C) Parcel Check:.. o! ❑ 25. Contact Land Development about _ Improvements, _ Drainage ........................ 26. NPDES Form............................................................................................:.. 27. Encroachment Permit for driveway from the Public Works Dept...... '................... 28. Contractor's license information. (Number, Name Style, Classification).".........,, .......... ❑ 29. Worker's Compensation Carrier and Policy Number .......................................... ,JD 30. Owner -Builder Verification ( JeGiven to owner, _Mailed to owner)........... ❑ 31. Letter of Signature authorization.................................i....:.......... ........ t:......... . 32. Recorded copy of Agricultural Acknowledgment Statement ..........:..................... 33. Existing violations and/or expired permits.......................................................... ❑ 34. Deed Restriction.......................................................................................... ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration or MCO ...............::........ ❑ 36. Other: ❑ 37. Other: When issued Telephone) -'/-4" 0 ' Q(r J Y 1 `-) %Uy and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Z _ Date: J 1. Index permit appication for the ab i. umbe'red: Plan Check Letter 2. Additional items required Contractor, designer wne as vis of the above data.by ❑.,phone, ❑ mail, i counter, by Date: Contractor, designe s advised of the above data'by`Vne, ❑ mail, ❑ counter, by K. 0, Date: Contractor, designe w s advised of the abov b phone, O mail, ❑counter, by Date: Plans reviewed by: Date: Plans approved by: Citi L- Date: t o6 Structural reviewed by: Date: Structural approved by: Date: Note transfer by: /iia ,- Date: Vil b 6 Yellow: Building Division E.M. USE ONLY Piot Plan Attachad ` Floor Plan Attachad t� Sent to ®.D. / eTO: Building Department U1�1 FROM: Environmental Health ,SUBJECT: Sanitation Clearance 039- lef� -- / Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: , Public Private Well f Clearance for dwelling. Other, Hold final for: Final clearance O.K. for: �I .NOTE: �Zb� Pl k— A- 1,4ZZ%,41AIC% Jfr�f�6�tc 100 Environmental Health Specialist Date 8/96 -rrn 0 T7- 0 Department ®f Public ®.rks 0 0 0 C o u n t y o f B u t t e O O O O 7 County Center Drive Oroville, CA 95965 ` a OVN�yy J. Michael Crump, Director (530)538-7681 C . (FAX) 538-7171 tic WOR Shawn H. O'Brien, Assistant Director Assessors Parcel Number: 03 7- 41gU- 0.7-1 Building permit # i Owners Name: � � 1 S. s(f Q �,6At' Z- Owners Mailing Address: E 53 9 y 44 5 19J Property Address: ENCROACHMENT PERMIT ACCEPTED: PERMIT NUMBER: Q.(O 661-1- ENCROACHMENT nfENCROACHMENT PERMIT EXEMPTION: Reason for exemption: Not a County maintained road F Existing driveway conforms to County S-31 standard (] + Other Approved by Printed Name Title �• 'c,�P1 G' -n G in No ri, fi Date G z Q CONDITIONS FOR EXEMPTING A DRIVEWAY PERMIT 1. An existing home with a driveway 10 years or older and doesn't cause any problems with the. county. road or drainage. 2. An existing home with only minor remodeling or repairs. COUNTY OF BUTTE 05-2-0-4 DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 PHONE (530)538-7541, FAX (530)538-2140 SCHEDULE OF RECEIPT OF FEES Website: www.buttecounty.net/dds OWNER PROPROSED BUILDING USE PSS 1. BUILDING PERMIT FEES / /Z --- Balance Due ..................... $ r) 3 FEMA Flood elevation review ... $ ---Additional plan checking Fee.... $ I 2. SCHOOL DISTRICT FEES (paid at School District Office)(Iorm available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. RECREATION DISTRICT FEES lfL (paid at Recreation District Office) (form available after Plan Check) . 5. RESIDENTIAL DEVELOPMENT�JR?FEV COUNTY WIDE (per dwelling) $ CHICO URBAN AREA (per dwelling) $ EL MEDIO FIRE DISTRICT (per dwelling) $ NORTH CHICO SPECIFIC PLAN (per dwelling) Zoning 6. SRA FIRE INSPECTION AND PLAN CHECK FEE $204.98 (paid at Building Division) 7 g WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) SMII$ '7, 72- 9. z 9. DRAINAGE FEE 10. OTHER 11. OTHER A.P. # OtJ 7'�2 1 DATE RECEIPT # DATE REC. V5-C65Z OD -PQ �L V-(7-6 G GJ At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Codb SefIia[n'66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 7/05) 0 V. ic Department C o u n t' Michael Crump, Director of Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Pian (SWPPP) Acknowledgement BLESS 7"HAN 1 ACRE Project Description: ParcelNumber, Project Location andlor By signing below, L the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that L therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting lalse and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result m revocation of grading and/or other permits or other sanctions provided by law.. Signed: Title: e w ry e 9 - Date: BUTTE COUNTY'SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) -Schnol Building Departm No. School District 0 hiro fan fi-to F) P 0 5,2x C) C A.P. Number Jurisdiction: City Z3ounty— PropertyOwner Ahj.o, Property Location/Address CA Subdivision Lot No. Residential Development : Sq. Footage 52, No of Living Mobile Home Addition/ *Supplemental to (Group. R) Units Installation Conversion Permit # . ............................. klNw foundation inspection) ............ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document), Commercial/industrial 0 Sq. Footage New Addition (including Exterior Roofed Areas) - I2 -ISI .05 Building Department Rerrelentative.Date District Identification No.o(003 8 School District certifies that (Applicant) (Street Address) (Phone Number) - (City) (State) .(Zip Code) has complied with the requirements of Resolution No. by payment of $ representing a 'square feet.�2926 $ tBl-l- MITIGATION $ School District Representative Date Paid by Check # Remarks: AWce: You may protest the Imposition of the fees Identified above by submitting a written proftst.to the DIMdct, In compliance with Govemment Code Section 66020(a), within 90 days from the date fen 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, thit this project Is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully rnMgtft Iti Impact an the school district's schools. White (school district), Yellow (building department), Pink (applicant). feefbrm.xis (aro Wnrn BUTTE COUNTY ]DEVELOPMENT FEE CERTIFICATION FORM 0 FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) KCHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) 0 DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) (� �q ` Li�6� ` 0 Building Permit Number W05 Property Owner (s) Aw art Project Location /Address D 4D r) Iur) 0 Subdivision Name Assessable Sq. Ftge J u rj Z Type o Residential Development (check one) New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Mobile home Demo Permit (date issued Comments: Non -Residential to Residential Mobile home replacement iVD Department ApesentatiiVe` Date Multi -Family Dwelling verified by Assessor Department verified by Building Department ❑ FRRPD ❑ CARD ❑ PRPD 0 DRPD certifies that: Ty- <n e-,� sc o A Iv &A -e Z 5�0 - 3'k2 - 2� z5 Applicant Name Phone Number Po &>x '5 C4; co CIA 5 ,� Z:+ Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: _ Dwelling Units @ $ `"O� 5 per unit for a total of $ per sq foot for a total of $ Square Feet @ $ Remarks: 05-2gG1 O�A{ L i r y S 'sem—'}w �»r r.,._ :;Fv�:-!_ � �''�.� ;�:rz:.� t.�s_.r;��.-�<;�.<fi•.: �cF;,a: t�. Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is,received. 1. I personally plan to provide the major labor and material for construction of this proposed property improvement: YES [ ✓] NO [ ]. 2. I HAVE [ ✓] HAVE NOT [ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: 'NAME: _ i i ADDRESS: _ PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: .NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: DATE: 10 1). NOTE: This Owner -Builder verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. Rev'd 11 /42004 Butte County Department of Development Services ADMINISTRATION t BUILDING ` GIS t PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile WIN,ENRON t Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers' compensation insurance, disability insurance costs, and unemployment compensation contributions. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice- of unlicensed persons professing to be contractors is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Millel C. VieirJ C.B.O. Marlager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. Date: r SITE PLAN REVIEW APPLICATION AP# d Permit Number (if applicable) Bin Number APPLICANTINFORMATION Parcel Size: Owners Name:�%�A 0 15Cy R -L Ae_Lc 7 gc- SA,�,Q� �� Q,() Owners Address: �S(�l U2� u�) I'l-a Coca Gl_5_?0? 4 Telephone No.: W-OaSa ' Email: Situs Address: Proposed Use: Re ' ential [New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling Temporary Mobile Home (Aunt Minnie) Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic . Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel MAR 0 1 2005 DEVELOPARN1 SERVICES ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 .A-- ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: V" • Flood Panel No.: -�� Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) ❑ Oroville Enterprise Zone Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: - to- �dre ) Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front A Y . Side to ` Side Street Rear to, Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Ii Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area. ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) " Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By F -I Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of CompliancelNotice of Compliance ❑ Obtain a Merger ... ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 10 Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: 1fly Page: Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 10 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. E Page 4 of 5 x 0 C Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CALarrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 oRjN SCALE: 1"=200' LEGEND PARCEL 2 11.10 ACRES \ 100' LEACH FREE AREA TYP. ® EXISTING WELL O EXISTING SEPTIC TANK -----•– HIGH WATER LINE OF CREEK ---- LE4CH LIES — — 100' LEACHFIELD-FREE SETBACK 100 YEAR BASE FLOOD ELEVATION CONTOUR LINES. ZONE AO (DEPTH 1FT.) X BENCH MARK NGVD BENCHMARK ELEVATION 179.90 LEGEND PARCEL 2 11.10 ACRES \ 100' LEACH FREE AREA TYP. ® EXISTING WELL O EXISTING SEPTIC TANK -----•– HIGH WATER LINE OF CREEK ---- 100' LEACHFIELD SETBACK — — 100' LEACHFIELD-FREE SETBACK 100 YEAR BASE FLOOD ELEVATION CONTOUR LINES. ZONE AO (DEPTH 1FT.) X BENCH MARK NGVD BENCHMARK ELEVATION 179.90 USGS BRASS CAP -TOP 3' K 3' CONCRETE SLAB. DAYTON ROAD -LITTLE CHICO CREEK FLOOD INSURANCE RATE MAP 006007CO505 C F--T-T-/1 NO DEVELOPMENT ZONE 3 50' NO DISTRUBANCE SETBACK LTM HMXHCLR / MM SHEET S RCV I 0 SS FT, BUILDING SETBACK 0 FROM CENIER:RRE OF \ DATTON RD. O 1 1 i 1 .I PARCEL 1 @ I 10.68 ACRES - 1 I - I I X RENCH MARK NOTES I THERE IS A 55 FT. BUILDING SETBACK FROM THE CENTERLINE OF -DAYTON ROAD. PROVIDE AN ALL-WEATHER ACCESS AT LEAST 10 FEET WADE WITH A _ I VERTICAL CLEARANCE OF 15 FEET THAT WILL ACCOMMODATE A 40,000 POUND FIRE APPARATUS TO ALL STRUCTURES. THE LOWEST FLOOR ELEVATION FOR RESIDENTIAL STRUCTURES SHALL BE A MINIMUM OF 1 FT ABOVE THE 100 YEAR BASE FLOOD ELEVATION SHOWN HERE BY CONTOURS. ADDITIONAL MAP SHEET (THIS ADDITIONAL MAP SHEET SOWS ADDITIONAL INFORMATION WACH IS FOR INFORMATIONAL PURPOSES ONLY, OESCRI UMO CONDITIONS AS Or THE DATE OF APPROVAL AND IS NOT INTENDED TO AFFECT RECORD TILE INTEREST.) I.)'SlR IaES, 0 WIND. FILL MATERIAL. VEGETATION —VAL ANO/OR EXCAVATION SNAIL N0T BE ALLOWED WITHIN THE SD FOOT NO DISTURBANCE SETBACK AS DEPICTED. LIMITED VEGETATION REMOVAL NECESSARY FOR RDOD CONTROL MSI NORMAL CRCHAPO OPERA"CNS IS PERMISSIBLE WITHAL THE NO M'mRo 4a SETBACK. HOWE\SR, ALL LMNC AND THRINNC NATIVE TREES SHALL BE RETAINED AND ALL VEGETATION REMOVAL SNAIL BE APPROVED BY THE DEPARTMENT OF FISH AND CAME PRIOR TO REYDVAL.' THE SO -FOOT 'NO CSIURBANCE SETBACK' STALL BE MEASURED FROM THE TCP OF TM BANK OR OUTER EDGE Of THE RVARIAN VEGETATION ALONG LITTLE CHICO CREEK. WHICHEVER IS GREATER. TAS SETBACK WOULD BE CLEARLY DELINEATED ON THE FINAL MAP. 2.)'SHBIILD ANY MCHAEOLOMCAL ARTVACTS BE DISCOVERED DURING CONSTRUCTION OR EXCAVATION, WE PLANAnG DIVISION SHALL BE A07,A10 MMENATELY, AND ALL WORK SHALL CEASE UNTIL A OUALITIED A.RCHACOOOST HAS C.TAANED THE ARTIFACTS ANO THE SITE AND 6UBATIED AS OR HER FMDINCS TO INE PLANNING DIVISON. AND RECOMMENDC0 CLEARANCE TO CONTINUE. RECOMMENCE -VENT OF CONSTRUCTION SHALL BE UPON THE APPROVAL OF THE PIANANC DIVISION.' D.)'FNE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSIALLEO IN ALL NEW RESIDENTIAL STRUCTURES IN ACCORDANCE WITH THE-110NAL FIRE PROTECTION ASSOCIATION STAHOARD FOR THE INSTALLATION OF SPRINKLER SYS:CMS INTONE AND TWO FAMILY DWELLINGS AND MOBILE HOMES, NEPA STANDARD IM, UNLESS A PRESSURIZED COMMUNITY "ICF SYSTEM. MTH HYDRANTS THAT MEET FIRE DEPARTMENT 9ECTFCATIONS. SERVES ME PARCELS: W)'A DEVELOPMENT IMPACT FEE FOR SHERDF'S fAQUTTES SIRALL BE PAR) PURSUANT 10 THE PROVISIONS Of CHAPTER 3. ARTICLE R OF THE BUTTE COUNTY CODE. PRIOR TO ISSUANCE OF BUILDING P-ERATS. LIE FEE AMOUNT WALL BE DETERMINED AND CALCULATED AS OF THE DATE Of APPLICATION FOR THE DUCDINO PERMIT: S.) PARCELS 1 AND 2 ARE LOCATED \WTAN A 10O -YEAR ROOD PLAIN. ALL NEW CONSTRUCTION MUST MEET THE REOMFfNENTS FOR BUILDING IN A FLOOD PLAIN, AS SEI FORM IN BUTTE COUNTY CODE CHAPTER 26. M11CLE JV 'FLOOD HAZARD PREVENTION.' 6.) -A DEVELOPMENT IMPACT FEE FOR SCHOOL FACUDES SHALL BE PAID PRIOR TO ISSUANCE OF BUILDING PERMITS THE FEE AMOUNT WOULD BE DETERMINED AND CALCULATED AS a THE DATE OF MPtCADON FOR THE BURDING PERMIM' 7.)'IKE NO DEVELOPMENT ZONE DEPICTED ON IGS MAP PRECLUDES THE CONSMUCTTON Or MT HOUSE BMW. OR ACCCSSORY STRUCTURE. STRUCTURES VICH AS WELLS MD ASSOCIATED SMALL OUTRALOMGS MAY BE PERMITTED PROVIDED THEY DO NOT OBSTRUCT REOWRED ACCESS TO THE REM OF THE PROPERTY.' PARCEL MAP IN PROJECTED SEC 34 T22N RIE MDBM A PORTION OF RANCHO DE FARWELL COUNTY OF BUTTE STATE OF CALIFORNIA APN: 039-480-018 21.84 ACRES FOR LLOYD HEIDINGER BY FEENEY ENGINEERING 1250 EAST AVENUE, SUITE 10 CHICO, CA 95926 PHONE: (530) 899-0409 MAY 7, 2002 SHEET 3 OF 3 n .. /e7 Uv I-, •_ I • f L OWNERS CERTIFICATE I, LLOYD D. HEIDINGER, AS OWNER OF THE LAND SHOWN ON THE ANNEXED MAP, DO HEREBY STATE THAT I AM THE ONLY PERSON WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO SAID LAND AND THAT CONSENT TO THE PREPARATION AND RECORDATION OF THIS MAP. LLOY6 D. HEIDINGER, PSINGLE MAN ACKNOWLEDGMENT STATE OF CALIFORNIA S.S. COUNTY OF BUTTE ON MAy' B , 20o1, BEFORE MEKARy 1• LirdwJl No1-4 PERSONALLY APPEARED LLOYD D GG NTDSNErf PERSONALLY KNOWN TO ME (OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENTS AND ACKNOWLEDGED TO ME THAT HE/SHE/THEY EXECUTED THE SAME IN HIS/HER/THEIR AUTHORIZED CAPACITY(IES), AND THAT BY HIS/HER/THEIR SIGNATURE(S),, OR THE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL SIGNATURE 11- '7Ci,GhC.�lli/ KA Ry S• 63; We/1 PRINTED NAME OF NOTARY MY COMMISSION EXPIRES: IN BUTTE BUTTE COUNTY RECORDER'S CERTIFICATE FILED THIS291eDAY OF MfVY 2001 AT 9:D/A.M. IN BOOK /Sy OF MAPS. AT PAGES I,r1 AT THE REQUEST OF FEENEY ENGINEERING SERIAL NO.2,001-oo-27y66 . BY: CAN -ACE J. GR BS DEPUTY COUNTY RECORDER COUNTY OF BUTTE COUNTY SURVEYORS STATEMENT I, STUART EDELL, DEPUTY COUNTY SURVEYOR OF THE COUNTY OF BUTTE. STATE OF CALIFORNIA, DO HEREBY STATE THAT I HAVE EXAMINED THIS PARCEL MAP FOR LLOYD HEIDINGER, THAT IT IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT OF THE STATE OF CALIFORNIA AND LOCAL ORDINANCE HAVE BEEN COMPLIED WITH. AND I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. DATED- HAY' /¢ 1007- STUART OOtSTUART EDELL R.C.E. 29132 DEPUTY BUTTE COUNTY SURVEYOR REGISTRATION EXPIRES 3/31/03 ENGINEER'S STATEMENT THIS MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQUIREMENTS OF THE SUBDIVISION MAP ACT AND LOCAL ORDINANCE AT THE REQUEST OF LLOYD HEIDINGER IN JANUARY 2002. 1 HEREBY STATE THAT THIS PARCEL MAP SUBSTANTIALLY CONFORMS TO THE APPROVED OR CONDITIONALLY APPROVED TENTATIVE MAP, IF ANY, AND THAT ALL MONUMENTS ARE OF THE CHARACTER AND OCCUPY THE POSITIONS INDICATED AND ARE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. �FLssron "° zzsn ROBERT J.i-.FEENEY R.C.E.22972 o MY REGISTRATION EXPIRES: 12/31/05 ' e avlL � CAUfOpP PARCEL MAP IN PROJECTED SEC 34 T22N RIE MDBM A PORTION OF THE RANCHO DE FARWELL COUNTY OF BUTTE STATE OF CALIFORNIA APRIL 4. 2002 A.P.NO. 039-480-018 21.84 ACRES FOR LLOYD HEIDINGER BY FEENEY ENGINEERING 1250 EAST AVENUE, SUITE 10 CHICO, CA 95926 PHONE: (530) 899-0409 ./S -y /'A6E /7 I Of 3 APN: 039-480-003 RSN: 93-52563 EL LITTLE ESTABLISHED BY RECORO CHICO CREEK BEARINGS k OISTANCES PER (01). NOT LOCATED BY SURVEY. APN: 039-480-004 a RSN�933-34848 APN: 039-480-005 RSN: 85-19560 200.00' C 762. / N72'07'34 W APN: I 039-090-008 SK 2179 OR 501) LEGEND Y�(y1 3w PARCEL 1 "� e %l•0 10.68 ACRES o a . _ • - - SIt'S6'34'E _ 1722.80' (M), _ • - . - - 1224.00' (M) v`; ,T -� :,;-- BY 4 PARCEL 2 = N71.56'34'W 1297.00' (01,C) 11.10 ACRES 'a THIS MOPE TY LINE VAS ESTABI.M.CD SEE I Iy^ h O BY USING THE C%!SLING STRUCTURES ON BETA IL 'C' ..- O a EACH SIDE Cf THE PROPERT', LINE SENT IRON PIPE. m '4 APN: 039-480-019 n r C RSN: 97-005322 M ;^1---------------- 62.00' (01.C) SEE DETAIL 'D' FOUND 3/4• IRON PIPE 1 NO RECORD I APN: 039-090-042 4e' "E RICH, RSN: 98-0018625 PEd•* 10'1 PER ® X d oEcoz Pa , N72.47.21'E 126.16' Wil S- BE TAIL 'A' SCE DETAIL 'B• 4.69' FENCE POST N71 56'34"W DETAIL "B" NOT TO SCALE 5 ' g N PIPET N71.56'34"V DETAIL "C" NOT TO SCALE I 1.26 I` � `S18V3'26'Y! DETAIL A.'10 TO BE DEEDED TO THE COUNTY OF BUTTE IN FEE I 4 DETAIL "D" BEARING 73 FOOT STRIP SIMPLE AND IS BEING CONCURRENTLY RECORDED UNDER RECORDED"S '^7`er2r[-66.ar WO N05.13'29'E N05'13'29'E SERIAL NUMBER anal - Dui74 bf FwNn vv TA N64.27'26'E CONTAINING 0.70 ACRES, MORE OR LESS. PER cm. RRal SCALE: •1"=200' DETAIL e ACCEPTED FENCE POST AS THE BEST EVIDENCE AS TO THE i ], 33. 3J. .t LOCATION OF THE NORTH PROPERTY LINE. 0 N56'33'26'E DETAIL C o • ACCEPTED BENT IRON PIPE (NO RECORD) 6E EXISTING STRUCTURE eN76'2'3'VT6"W ON]3' R/N AS THE BEST EVIDENCE AS TO THE LOCATION OF THE SOUTH m 'I YnOE _.Ip1P DEDICATED PROPERTY LINE. (THE POINT OF ENTRY ON THE BENT PIPE WAS CDUrMINN�ENi call THE POINT THAT WAS SURVEYE9). BO% • ONE PARCEL WITH FRONTAGE ON DAYTON ROAD OF 736.00' (BK 1182 I - APN: 039-480-017 - - APN: 039-48D-002 RSN: 2001-0038035 - ' 8K 2250 OR 14 � 571.56'34'E I 1684.00' (01)(C) APN: 039-480-003 RSN: 93-52563 EL LITTLE ESTABLISHED BY RECORO CHICO CREEK BEARINGS k OISTANCES PER (01). NOT LOCATED BY SURVEY. APN: 039-480-004 a RSN�933-34848 APN: 039-480-005 RSN: 85-19560 200.00' C 762. / N72'07'34 W APN: I 039-090-008 SK 2179 OR 501) LEGEND Y�(y1 3w PARCEL 1 "� e %l•0 10.68 ACRES o a . _ • - - SIt'S6'34'E _ 1722.80' (M), _ • - . - - 1224.00' (M) v`; ,T -� :,;-- BY 4 PARCEL 2 = N71.56'34'W 1297.00' (01,C) 11.10 ACRES 'a THIS MOPE TY LINE VAS ESTABI.M.CD SEE I Iy^ h O BY USING THE C%!SLING STRUCTURES ON BETA IL 'C' ..- O a EACH SIDE Cf THE PROPERT', LINE SENT IRON PIPE. m '4 APN: 039-480-019 n r C RSN: 97-005322 M ;^1---------------- 62.00' (01.C) SEE DETAIL 'D' FOUND 3/4• IRON PIPE 1 NO RECORD I APN: 039-090-042 4e' "E RICH, RSN: 98-0018625 PEd•* 10'1 PER ® X d oEcoz Pa , N72.47.21'E 126.16' Wil S- BE TAIL 'A' SCE DETAIL 'B• 4.69' FENCE POST N71 56'34"W DETAIL "B" NOT TO SCALE 5 ' g N PIPET N71.56'34"V DETAIL "C" NOT TO SCALE I 1.26 I` � `S18V3'26'Y! VICINITY MAP NO SCALE LINE TABLE O SET 5/8" REBAR WITH PLASTIC I 4 DETAIL "D" BEARING CAP STAMPED RCE 22972 REFERENCES m NOT TO SCALE N05.13'29'E N05'13'29'E FOUND MONUMENT AS SHOWN (R7) 8K. 114 OF MAPS PG. 49 •_, 0 N64.27'26'E WITNESS CORNER (SET 5/8- REBAR (R2) BK. 4 OF MAPS PG. 40 194.20 DL N53'25'26'E WITH PLASTIC CAP STAMPED RCE 22972) (D7) RSN: 94-476101n 161.70 DI ], 33. 3J. .t (02) RSN: 97-005322 o CALCULATED POINT (03) RSN: 1001-0038035 0 1n aN N56'33'26'E (C) CALCULATED (D4) RSN: 98-0018625 i Z O cr (05) BK 1288 OR 553 (M) MEASURED (D6) BK 1449 OR 436r(07) BK 1997 OR 404 eN76'2'3'VT6"W ON]3' R/N YnOE _.Ip1P DEDICATED NOTES BUTTE 1.)ASSESSOR PARCEL NUMBERS 039-480-018 AND 019 WERE ORIGINALLY cauniraRli,amu WI, BOX .A-26• • ONE PARCEL WITH FRONTAGE ON DAYTON ROAD OF 736.00' (BK 1182 - DETAIL E" - OR P 499, ROBINSON). ROBINSON DEEDED PARCEL TO HEIDINGER WITH - - - F0.4T LB• D+11 PIN FRONTAGE ON DAYTON ROAD OF 404.95 FT. (BK 1283 ORP 553). TAccED L.s. 4990` SEE DETAIL •[• NOT TO SCALE ROBINSON THEN DEEDED AN ADDITIONAL PARCEL OF 11.75 FT. (BK PER TRI' 1449 OR P 436) TO HEIDINGER. ROBINSON THEN DEEDED PARCEL WITH FRONTAGE ON DAYTON ROAD OF 319.30 FT. TO SOCCER (BK BASIS OF BEARING DETAIL "A" 1597 OR P 404). THE BASIS OF BEARING FOR THIS (SEE ATTACHED NOTE) 2.)THIS PROPERTY IS SUBJECT TO AN EASEMENT FOR CLEARING MAP IS THE CENTERLINE OF DAYTON ROAD BETWEEN FOUND MONUMENTS AND SHOWN AS NOT TO SCALE MAINTENANCE AND FLOOD CONTROL FOR LITTLE CHICO CREEK, AS ON THE MAP FILED IN BOOK 114 OF GRANTED TO THE COUNTY OF BUTTE BY THAT AGREEMENT RECORDED AT MAPS AT PAGE 51. MAPS A IN BOOK 1606, AT PAGE 476, OFFICIAL RECORDS OF BUTTE COUNTY. u,. H mn / No SHEE, 2 REY %R.a EXACT LOCATION NOT DEFINED OF RECORD. VICINITY MAP NO SCALE LINE TABLE LINE LENGTH BEARING L1 149.45 C 149.40 D1 N05.13'29'E N05'13'29'E L2 144.40 D1 N64.27'26'E L3 194.20 DL N53'25'26'E L4 161.70 DI N77'37'26'E L5 208.20 DI N56'33'26'E L6 1 154.60 DI I N70'16'26'E PARCEL MAP IN PROJECTED SEC 34 T22N RIE MOBM A PORTION OF RANCHO DE FARWELL COUNTY OF BUTTE STATE OF CALIFORNIA APN: 039-480-018 21.84 ACRES FOR LLOYD HEIDINGER BY FEENEY ENGINEERING 1250 EAST AVENUE, SUITE 10 CHICO, CA 95926 PHONE: (530) 899-0409 MAY 7, 2002 SHEET 2 OF 3 AND WHEN -RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 .. COPY of Document Recorded 27 -Feb -2006 2006-0009920 Has not been compared Frith original BUTTE COUNTY COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including,'but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: F61 2 cis sl t,, �►n (O -yl Itjo - cerin Var-ce\ McT Vec—G) -&4 Molt , , balk, X154 i Date PROPERTY OWNERS: State of Californ,iia County of_Sj I l v On D j� l obtf 2e, before personally appeared Z,rr A, LL,�,cjd 30,\/ l,ee '.A 1 U Q_`r e_ Z Cwt A1tc��Spersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that hefstre/they executed the same in his/her/their authorized capacity(ies), and that by hh*mr/their signatures) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official s 1. Signature Seal: A.P. # 6Lil -190- DO APRIL K. EIDEM COMM. # 1418219 g �= NOTARY PUBLIC • CAUFORMA BUTTE COUNTY Comm. Exp. MAY 16, 2007 SITE PLAN REVIEW APPLICATION Date: /0 AP# r, 3 `l ` �f�'U 'O.2-/ Permit Number (if applicable) Ste, o�-�� ( Bin Number APPLICANT INFORMATION Owners Name: Parcel Size: vas. Owners Address: AOX 529q a,c. f -d 64 -?5-9-2-7 Telephone No.: 3%.1 -2-7,2_6 .. Site Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brie Explanation/Issue: ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form Zone: 11- -10 GP: or -c_. DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval ❑Resolved ByADate to Z13LOr 1 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Williamson Act Minimum Acreage: ❑ Residence can be built per contract ❑ Watershed Protection Overlay Zone SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan ❑ Chapman/Mulberry ❑ Cohasset Area Use Requires: ❑ Use Permit ❑ Variance ❑ Agricultural Worker Affidavit ❑ Administrative Permit ❑ Minor Use Permit ❑ Minor Variance Zoning: /4' —to General Plan: QF( Applicable Building Setbacks: ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Y Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 9-01 Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks identified on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: 2 Y Parcel Created By: FJ'Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: Map Date of Recording: 5—IJ-1 05-- t Lot: �' Book: f �� Page: 1 7 -d 3 ' 3 Butte County Department of Development Services PAUL MCINTOSH, INTERIM DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING October 13, 2005 Francisco Javier Alvarez P.O. Box 5394, Chico, CA 95927 Subject: . Building Permit 05-2804 (APN 039-480-021); New Single Family Dear Mr. Alvarez, The Butte County Department of Development Services, Planning Division, has reviewed and approved the submitted permit application. The following requirements are needed to in order to continue the review: ❑ Creation Deed ❑ Site Plan Resubmit — Follow Requirements ❑ Erosion Control Plan ❑ Setback Conformance ❑ Watershed Protection Zone ❑ Front Yard ❑ Cohasset Specific Plan ❑ Side Yard • ❑ Subdivision Map Note ❑ Rear Yard ❑ Off -Street Parking; Development Standards ❑ Special Setback or Parcel Limitation ❑ Parking for Specified Use ❑ Federal Aid Road/Arterial ❑ Lot & Landscaping Requirements ❑ Easement ❑ Oak Tree Plan ❑ Subdivision Map Condition/Note ❑ SRA Setback* ❑ Agricultural Buffer ® Fire Sprinklers* ❑North Chico Specific Plan — Erosion Control ❑ Other: * Fire sprinklers, and the SRA setback are not requirements for the Planning Division approval, and this notification is for informational purposes. The requested information, or notification, is described on the included hand-outs. You will also be given some'brief direction, on the following page, of how the information should be submitted or returned to the County. Should you have further questions please contact the Planning Department between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Sincef6ly, / ana Adler Assistant Planner Fire Sprinklers A requirement to install fire sprinklers in your home comes from a parcel or subdivision map, or another discretionary permit. The systems are intended to provide any occupants more time to escape during a fire. Prepared plans must be prepared by a C-16 licensed contractor, and submitted to the Building Division at: Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 Mitigation/Condition Notes: ® Fire suppression sprinkler systems shall be installed in all new residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard -13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcels. 4 i I I I II 1 , I I I 1 1 I I I Z X BEACH MARK O Q C] BACK FROM THE CENTERLINE OF SS AT LEAST 10 FEET WIDE WiTH A T THAT WILL ACCOMMODATE A TO ALL STRUCTURES. OR RESIDENTIAL STRUCTURES BOVE THE 100 .YEAR BASE FLOOD TOURS. ADDITIONAL MAP SHEET (THIS ADDITIONAL MAP SHEET SHOWS ADDITIONAL INFCR64ATION WHICH IS FOR INFORMATIONAL PURPOSES ONLY. DESCR:6ING CONDITIONS AS OF THE DATE OF APPROVAL AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST.) , 1.) 'STRUCTURES. DUMPING, FILL MATERIAL. VEGETATION REMOVAL ANO/OR EXCAVATION SHALL NOT BE ALLOWED WITHIN THE 50 FOOT NO DISTURBANCE SETBACK AS DEPICTED. LIMITED VEGETATION REMOVAL NECESSARY FOR FLOOD CONTROL AND NORMAL CRCHARO OPERATONS IS PERMISSIBLE WITHIN THE NO DISTIRBANCE SETBACK, HOWEVER. ALL LIVING AND THRIVING NATIVE TREES SHALL BE RETAINEO AND ALL VEGETATION REMOVAL SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME PRIOR TO REMOVAL' THE 50 -FOOT "NO C!STURBANCE SETBACK- SHALL BE MEASURED FROM THE TOP OF THE BANK OR OUTER EDGE OF THE RIPARIAN VEGETATION ALONG LITTLE CHICO CREEK. VMICHEVER IS GREATER. THIS SETBACK WOULD BE CLEARLY DELINEATED ON THE FINAL MAP. 2.) -SHOULD ANY ARCHAEOLOGICAL ARTIFACTS BE DISCOVERED DURING CONSTRUCTION OR EXCAVATION, THE PLANNING DIVISION SHALL BE NOTIFIEO IMMEDIATELY, AND ALL WORK SHALL CEASE UNTIL A MIALIFIED ARCHAEOLOGIST HAS EXAMINED THE ARTIFACTS A43 THE SITE AND Sui3MIT7ED HIS OR HER FINDINGS TO THE PLANNING DIVIS!CN, AND RECOMMENDED CLEARANCE TO CONTINUE. RECOMMENCEMENT OF CONSTRUCTION SHALL BE UPON THE APPROVAL OF THE PLANNING DIVISION.' 3.) "FIRE SUPPRESSION SPRINKLER SYSTEMS SHALL BE INSTALLED IN ALL NE'N' RESIDENTIAL STRUCTURES IN ACCORDANCE WITH TIE NATIONAL FIRE PROTECTION ASSOCIATION STANDARD FOR THE INSTALLATION OF SPRINKLER SYS.TMS IN' CIHC AND TWO FAMILY DWELLINGS AND MOBILE HOMES, NEPA STANDARD 13D. UNLESS A PRESSUR!ZED COMMUNITY WATER SYSTEM. WITH HYDRANTS THAT MEET FIRE DEPARTMENT SPECIFICATIONS. SERVES THE PARCELS." 4•) "A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE R OF THE BUTTE COUNTY CODE. PRIOR To ISSUANCE OF BUILDING PERMITS. THE FEE AMOUNT WALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT.' 5.) PARCELS 1 AND 2 ARE .LOCATED 1KTHIN A :100 -YEAR FLOOD PLAIN. ALL NEW CONSTRUCTION MUST MEET THE REOU:REMENTS FOR BUILDING IN A FLOOD PLAIN, AS SET FORTH IN BUTTE COUNTY CODE CHAPTER 26, ARTICLE IV 'FLOOD HAZARD PREVENTION. - 6.)'A DEVELOPMENT IMPACT FEE FOR SCHOOL FACILITIES SHALL BE PAID PRIOR TO ISSUANCE OF SUILDING PERMITS. THE FEE AMOUNT WOULD BE DETERMINED AND CALCULA7ED AS OF THE DATE OF APPLICATON FOR THE BUILDING PERMITS" 7.) -THE NO DEVELOPMENT ZONE DEPICTED ON THIS MAP PRECLUDES THE CONSTRUCTION OF ANY HOUSE. BARN. OR ACCESSORY STRUCTURE. STRUCTURES SUCH AS WELLS AND ASSOCIATED SMALL OUTBUILDINGS MAY BE PERMITTED PROVIDED THEY D0 NOT OBSTRUCT REOUIRED ACCESS TO THE REAR GF THE PROPERTY." PARCEL MAP IN PROJECTED SEC 34 T22N RIE MDBM A PORTION OF RANCHO DE FARWELL COUNTY OF BUTTE STATE OF CALIFORNIA APN: 039-480-018 21.84 ACRES FOR LLOYD HEIDINGER BY FEENEY ENGINEERING 1250 EAST AVENUE, SUITE 10 CHICO, CA 95926 PHONE: (530) 899-0409 Butte CourltyDepartrnei2t of-Developr2ent �'elvices o$`',`?Fo 7 County Center Drive fes= Oroville, CA 95965 o oc (530) 538-7601 TelephoneO - 1 (530) 538-7785 Facsimile UN� BUILDING PERMIT APPLICATION WITHOUT REQUIRED CLEARANCES I request and authorize the Building Division to process this building permit application through the plans examination process WITHOUT first obtaining all necessary, related permits and clearances from other regulatory entities, including but not limited to, Planning, Environmental Health, Land Development, County Fire, and Agriculture. I hereby acknowledge: a I need to submit applications for septic and/or well to Butte County Environmental Health immediately. I am required to bring the approved Environmental Health site plan and approved sanitation clearance to the Building Division as soon as clearance is obtained I am responsible for notifying Development Services, in writing, to stop processing of the application and to arrange for* disposition of plans. The Building Division will process the application through the plans examination process, as submitted, without input from- other regulatory entities that could prohibit issuance of the building permit or require submission of amended building plans to the Building Division. Once the plans examination process begins, there will be no refund of plans examination fees. Any changes requiring submission of amended plans to the Building Division will incur additional fees. Within one year from the date of application for a building permit, all other required permits and clearances from other entities must be obtained for the permit to be issued. Failure to obtain these permits/clearances will void the application. Typically other required permits/clearances include, but are not limited to, verification the parcel was legally created, adherence to. all mitigations and conditions imposed on the parcel at time of creation, as well as zoning requirements, legal access, and applicable set -backs and environmental issues (fire, agriculture buffer zones, and habitat/species). Please print: Applicant Name: FI-' Building site address: APN: �n 33 9 '18 " <nZ l Permit No.: I have read, understood and accept the terms and conditions as expressed herein as indicated by my submission of the above -referenced building permit application and my signature below: SIGNAT RE APPLICANT DATE ` AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2006-0009920 Recorded I REC FEE 7.00 Official Records I County of I COVORI�lED CORY 1.00 Butte CRNDRCE I GROBS I County Clerk-Recorderl I 03:M P7 -Feb -20K I p qe I of 1 IIIIIIIII"I�"IIII"II[�'II'I���� AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT 1 FOR RESIDENTIAL DEVELOPMENT I Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building , permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, ' including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: �ctrc�f 2, as 51 \aAn byl 4X0+ ce',J a i y) Parc�ek rylo re( -c> -4-A4 C -e411 e.' �le.cvr c�P.�"'�.. C am`i� off. SA -01 4- o(- a Olt Date 10-10.05 PROPERTY OWNERS: State of California County of.00M. On D Oi6' e ( 20, 0?" -r before ,J. 4L_Y4 c , r LC&A dlo(-2V-5bV1 personally. appeared Zr — L,,,,c-i 30,��+ 4 'A i U i3 ire --L NK6 'Se,= -a K 6" Kh G AftiVsSpe�rsonally known to e (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that hefte/they executed the same in his/her/their authorized capacity(ies), and that by hivArer/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official sepal. Signature f JV -1y K--'-� Seal: A.P.# 631 190-oaI 5 AFKIL K. EIDEM COMM. # 1418219 NOTARY PUBLC CAUFORNIA BUTTE COUNTY Comm. Exp. MAY 16, 2007 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: vinvw.buttecounty.net\dds PERMIT NO. BP060456 LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Issued Date: 03/03/2006 APN: 039-480-021-000 the Business and Professions Code, and my license is in full force and effect. (� S2o6 License Class: License Number:Z� Site Address: 1596 DAYTON RD CHI Date: 30 10C Contractor: W cS Map Index: Description: FIRE SPRINKLERS FOR BP 05-2804 P OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior Owner: ALVAREZ, FRANCISCO JAVIER to its issuance„also requires the applicant for such permit to file •a ANDERSON, SARAH signed statement that'he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9'commencing with Section ' PO BOX 5394 7000) of Division.3 of the Business and Professions Code) or that he or CHICO, CA 95927 she is exempt•therefrom and the basis for. the alleged: exemption. Any 530-345-1 O12 violation. of'SecUon 7031.5 by any applicant for a permit subjects the applicant to.a civil penalty of not more than five hundred dollars ($5.00).):' ❑ I, as"owner. of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions �”Code: The`Contractors' State License Law'does riot apply to an A /leant: ALVAREZ, FRANCISCO JAVIER PP owner of property who builds or improves, thereon, and. who does ANDERSON, SARAH such work himself or herself or through his or her own employees, PO BOX 5394 provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one CHICO, CA 95927 year of completion, the owner -builder will have the burden of 'proving 530-345-1012 that he. or she did not build or improve for .the purpose of sale.). ❑ ,_, I, ..as,. owner,,. of, the,, property,,• am._ exclusively, contracfing,..with licensed contractors. to construct the. project (Sec. 7044, Business and Professions Code. The -Contractors' State License Law does not apply to an owner of property who builds or improves thereon, Contractor: SQUYRES JR, WILLIAM and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). P O BOX 3176 - ❑ I am'Exempt under.Article 3:of the Business and Professions Code CHICO, CA , 9592.7 Date: Owher. License #: 275206 .WORKERS' COMPENSATION DECLARATION. I hereby affirm under penalty of perjury one of the following declarations: . ❑ I have -and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit Architect: is issued. ❑ I have 'and will"'maintain wo'rker's'' compensation'insurarice, as Engineer: required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued., My workers' compensation insurance carrier and policy number are: Carrier: Total Square Ft: 0 S. F. Policy#: Valuation: $0.00 lk,1 certify that in the performance of the work for which this permit is -issued, shall Census Code: .I not employ any person in:any manner so as to become subject to the workers' compensation laws of California, and agree, that if I should become subject to the workers' compensation provisions of Section 3700 of. the Labor Code, I shall forthwith comply with those provisions. Date Applicant:. WI\.—' "A WARNING: • failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the LaborQ code, interest, and attorney's fees. CONSTRUCTION LENDING AGENCY This permit is hreby 'Gsued under the applicable provisions of the Butte County Code and/or I hereby affirm that there is a construction lending agency for the performance cf the pork for ::'hich this permit is issued (Sec 3097 Civ.) Resolutio rk indicated above for which fees have been paid. - , G Name: ' By: Date: PERMIT EXPIRE QJ Address: Date ❑ 1 hereby'certify'th'af the use of this facility shall comply "with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form or docum nt of Butte County. I hereby authorize representatives of Butte County to enter uponthe above mentioned property for inspection pu erFk� s• , (t'1 \��T'\1 Print.Name: ' 1 4Y�ff A (CS Signature: \Y��/•ll Date: ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR OWNER Last Namef� 1 v l C C first Nam Addres Phone -3 S 1012 City r E-mail Statr /J Zip ( <<q Phone Fax Fax E-mail State License Number CONTRACTOR Name %A i f (L 5 1 -:�! , Address 1-7 City C. , C;4. Sta Ztp Phone -3 S 1012 Fax- 9 rI - O 4 E-mail Lic_# ,), ZO 6 �la s6 APPLICANT NAME ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip' Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name Address City State Zip Phone Fax E-mail APPLICANT SI TORE, X ,/ v For office use only: Zoning Proi erty.Addres s Flood Zone Cross Street ' SRA Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K;\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 PERMIT NO. GB ' o BI # LOCATION AP# 0-39 fill Proi erty.Addres s city ' Cross Street ' Sheriff SMTP WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation mast be shown at the time of permit issuance. LENDING AGENCY Name Address kDescription or Scope of Work: v►� 41 �C �� tt r1ti1�� Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. ei d by: Amount: -09 1 9 -&—Bldg SRA Receipt #: Sheriff SMTP Other Total REV 6-16-04 r SUBMITTAL REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply fora permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. Residential, New, Remodels, Additions, and Accessory Structures: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPHPAPER! ❑ 2. 3 Complete sets of plans, signed by the preparer. NO GRAPH PAPER! OR 3 Sets Engineered plans (if required) with wet signature on plans AND 2 sets of stamped and signed 2 Flood Elevation Certificate, wet -stamped and signed (if required). calculations. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation. (Note: Not required for additions to Letter of intent. mobile or modular homes.) ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Detached Accessory Building Form, filled out by the property owner (if required). ❑ 8. Sanitation and site plan approval from the Environmental Health Department. i • ` ❑ 9. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed b tengineer. Mobile, Manufactured, or Modular Homes: ❑ 1. 3 Site Plans, signed by the preparer. NO GRAPH PAPER! . ❑ 2. 2 Data sheets and installation instruction manual. ❑ 3. 2 Marriage line information. ❑ 4, 2 Floor plans. ❑ 5. 2 Engineered Tie Downs or Foundation plans. ❑ 6. Sanitation and site plan approval from the Environmental Health Department. ❑ 7. 2 Flood Elevation Certificate, wet -stamped and signed (if required). Commercial, New, Additions and Remodels: ❑ 1. 4 Site Plans, signed by the preparer. NO GRAPH PAPER! ❑ 2. 4 Engineered plans with wet signature on plans AND 2 sets of stamped and signed calculations, with code analysis. ❑ 3. 2 Engineered truss details and layouts (if required) (NO FAXES!). ❑ 4. Letter from Engineer or Architect for truss design review. ❑ 5. 2 Energy compliance design and supporting documentation (if required). ❑ 6. 2 Flood Elevation Certificate, wet -stamped and signed (if required). ❑ 7. Statement of Intent for Non -heated and A/C (if required). ❑ 8. Metal Buildings: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate, (D) Floor plans in triplicate, All of these must be stamped and wet -signed b the he en ineer. ❑ 9. Letter of intent. ❑ 10. Hazardous Material Form. ❑ 11. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530) 538-7541. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 6-16-04 .--,-..�-w..^^.; ,fir •..,�;�.ar:gv..�•S:�'I(.! •�';';itR®'4�.�.�.�,t:3�•�K r1'*�i'i'.!+`�r �in.7�P ���"f"_"t=Y.a'"�{,.y��,.��-s"'""�."-. ��.n..-.: y COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, OroviIle, CA .95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: AL. vARE--L , ' ASSESSOR PARCEL NUMBER p39 - 419 ® 2.1 Proposed Building Use: '' ! Permit Technician: Date: 3/Z1�6 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1. , Site plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. 'Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in 'duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Find plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate. ❑ 11. Hazardous Material Form 12. Acknowleggejent Ppuilding permit application without required clearances. •6 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14.!, Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers ............................................. !.............................................. ❑ 16. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 17. Soils Report and/or Engineered Foundation required ........................................... ❑ 18. 'Erosion Control Plan Required........................:........................................I...... ❑ 19. Fees as shown on the attached Schedule of Fees Due Sheet .........................:.... ❑ 20. City of Chico Plumbing permit......................................................................... ❑ 21. Site plan and business license approval from the City of Biggs ........................i...... ❑ 22. California Department of Forestry plan approval ❑ paid. Sent by: ............. ❑ 23. Planning approval for (A) Use: (B) Parking: (C) Parcel Check:... �........ ❑ 24. Contact Land Development about _ Improvements, _ Drainage ..................:..... ❑ 25. Fire Marshall Review (commercial projects only). 'Sent by: ...............:...... ❑ 26. NPDES Form...............................................:............................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept .......................:... ❑ 28. Contractor's license information. (Number, Name Style, Classification) ..............:.... ❑ .29. Worker's Compensation Carrier and Policy Number .......................................... ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 31. Letter of Signature authorization........................'.............I..........................' ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 33. Existing violations and/or expired permits.......................................................... ❑ 34. Deed Restriction ....... :..................................... ........................................:.... ❑ 35. d Legal description, ❑ M.H. Title, title search, registration or MCO ...................'...... ❑ 36. Other: ❑ 37. Other: ` When issued Telephone I have been informed of Applicant: 1. Index permit application for 2. Additional items required Contractor, designer - ner Contractor, designer, wrier, v Contractor, designer, owner, v Plans reviewed by, Structural reviewed by: Note transfer by: I SSU E u rw nlsr , hold for pickup. above items and requirements for obtaining a building permit. above items numbered: advised of the above data by LJ advised of the above data by ❑ advised of the above data by ❑ Date- 311-/04 06 Date: ' Plan Check Letter phone, ❑ mail, ❑ counter, by Date: phone, ❑ mail, ❑ counter, by Date: phone, ❑ mail, ❑ counter, by i Date: Plans approved by: Date: Structural approved by: Date: V2404 I Yellow: Building Division K/Building/Plan Check/Data Sheets/data sheet page 2 9.27.05 .s ­w- LONGFELLOW LUMBER CO. INC. Quality Design • Floor, Wall & Roof Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 9 (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com O�;-, 2DC4 r BUTTE COUNTY' 1 BUILDING DIVISION APPOVA 1Zl8a� �P Customer: JAVIER ALVEREZ Job No: ALVEREZ 'Address. 15'14 - DAYTON RD. CHICO AP#: C -20E (Rev. 5/05) ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. - P.O. Box 20455 Portland, OR 97220 BUTTE (503) 254-0204 COUNTY DEVELOpNZNT SERViCE3 .11 6--0-0 6-0-0 6-0-0 ALVEREZ - 24 X 48 COL BUTTE hr ki it f r% cn LL c c 6--0-0 6-0-0 6-0-0 ALVEREZ - 24 X 48 COL BUTTE T Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/, ' Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are In Inches. Apply his 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, supervisor, property securely seat. TOP CHORDS owner and all other Interested parties, `2 " J5 2, Cut members to bear tightly against each /e" -►/8+ 0 other. c U �., 3 0 3. Place plates on each face of truss at each Joint and embed fully. Avoid knots and wane v at joint locations. ' For 4 x 2 orientation, locate 4, Unless otherwise noted, location chord splices Ca C, plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication, required direction of slots In 6. Unless expressly noted, this design Is not • connector plates. applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber, AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7, Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General Mitek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements, 9. Lumber shall be of the species and size, and In The first dimension Is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second � `�' h s SOCA 86-93, 85;7_591-28 h��.& ���� specified. dimension Is the length parallel to slots. HUD/FHA TCB17U0.8 ��' �'�l 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING APPROVED ICBO 1591-,-1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling Is Installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12, Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. BEARING 13. Do not overload roof or floor trusses with stacks of construction materials. Indicates locatlon of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MITek Indusi T s, Inc. prior approval of a professional engineer, 15. Care should be exercised In handling, erection and installation of trusses. TM � ® nHYDROA/R ©1993 Mitek Holdings, Inc. GANG -NAIL OUTLOOKER -/ I Ix4 GOVT BRACE AT BRACE ME143EIRS LONGER THAN 72' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS , CABLE END STUD ; 2x4 FF 5TRONSBACK MAIL TO LEDGER W/ IOd o 12' OL) s 2x4 HF LEDGER MAIL TO VERTICAL W/ IOd A35 BRACE TO FLAT 2x NAILS) FF --H-3 AT 48' OL. O --7 i I NOTE: THI5 DETAIL MAY BE USED FOR T1455M WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING. USE (3) - 2' KRE STAPLE5 (0072 DIAJI5 6A) ' TOENAILED THRII CHORD INTO W® t THRU WEB INTO a10R0 ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (50 4 MI) MUST BE PLATED. �o 1M37 - Zxb DIAGONAL BRACE o 4D'04,. E TR1/r�SC� L7CY DL(A-K 3-IOd NAILS EACH END 6-I0d COMMON NAILS AO MAX W3RACED LENGTH OF &ABLE END 5TUD. (2x4 FIR-LARCW - STANDARD = 5' -II' - MI AND BTR = 7-9' TG DL 150 PSF NOTE: GABLE END DB16H BASED BG BG LL PSF LL OA PSF ON 75 MPH WIND, EXPO -%RE 'B' TOT.LD. 500 P5F AT 0-25 FEET MEAN HE16HT. DURFAC. 1.15 TYPE OF JOB DETAIL JOB NAME LOKFELL 021 LUMBER CITY, STATE CHICO, CALIFORNIA y t Date: 10-18-02 Gary Hawkins ARCHITECT Drawn: AK (530) 892-2700 Job no,: 02-116 1370 RIDGEWOOD DR.. STE.1 O FAx:(530)B93-0532 CHICO, CA 95973 garycmhmsbcgbbalnet May 31, Lumber 89 Loren Avenue Chico, CAI 95928 WE: Trusses supporting A.C: Loads MiTeB Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up'to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carryuig theload. Attached with lOd nails at 12" O.C. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If y6u have any questions, please call me at 1-800-772-5351. QRpfESSfp ONG NO. 049919 GYo-,An.n,i Redong Dirrectorof k Western Ooerati RY/ek f i I I 0 e� Z ELI 1- D —j < M5 W Job NSS NSS type DEFL y ALVEREZ ALVE0922 Al FINK 11 1 822022928 Lanafellnwrumh-rn Ine rhiee r.. agciiZiean ue«n,er. 6-8 >999 - Job Reference (optional) E.200 s Jul 13 2005 MTek Industries, Inc. Fri Jul 14 11:57:34 2006 Page 1 -2.10-0 6-3-4 12-0-0 1 17.8.12 1 24-0-0 1 26.10.0 2-10-0 6-3-4 .. 5-6.12 5.8.12 6.3-4 2-1 D-0 Y Scale = 1:48.5 44 = 8.2-3 15.9.13 - 24-0.0 B-2-3 7-7-11 8-2-3 1$ LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.37 Vert(LL) -0.08 6-8 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.31 Vert(TL) -0.15 6-8 >999 180 BCLL 0.0 Rep Stress Iner YES WB 0.18 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight: 106 lb LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD WEBS 2 X 4 OF Std G REACTIONS (Ib/size) 2=941/0-3-8, 5=941/0-3-8 Max Horz2=41(load case 4) Max UpGft2=-34(load case 5), 6=-34(load case 5) FORCES (lb) - Maximum Compressicn/Maximum Tension TOP CHORD 1-2=0i67, 2-3=-1297/3, 3-4=-1128/55, 4-5=1128/55, 5.6=-1297/3, 6.7=0/67 BOT CHORD 2-10=0/1085.9-10=0[747,8-9=01747,6-8=0/1085 WEBS 3-10=-268/7, 4-10=-24/433, 4-8=-24/433, 5-8=-268/7 Sheathed or 59-4 oc purlins. Rigid ceiling directly applied or 10.0-0 oc bracing. z d.a �� 0 C.- NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the Wind loads generated by 75 mph Winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an cccupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft With exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard OQ?,pFESS/pN\ NG yG Fy Z C49 * EXP. O 0/06 i �rq IVI WARNING - Vert fy de rtgn para—c-a and READ NOTFS ON TFIIS AND INCLUDED 6f7TEH RF,PERENCE PAGE MII•7473 BEFORE USE. 7777Greenback Lane 40 Design valid for use only with MTek connectors. This design is based only upon parameters shown, and B for an individual building component. Suite 109 Applicability of design oaramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of Individual web members only. Additional temporary bracing to insure stcbilty during construction is the responsibility of the erector. Additional permanent bracing cf the overall structure is the responsibility of the building designer. For general guidance regarding , fabrication, quality control. storage. delivery. erection and bracing, consult ANSI/TPll QuaBy Cdteda, DSB•89 and BCSII Building Component M ��k® Safety Information available from Truss Plate institute. 563 D'Onofrio Drive, Madison, WI 53719. " Job Cuss •rui ype ty yALVEREZ 17-8-12 ALVE0922 Al SG HOWE � 14 1 818381324 58-12 6.3-4 LOADING (psf) Job Reference (optional) -2-8-0 6.3.4 12.0-0 17-8-12 24-0.0 26-8-0 2-8.0 6-3-4 5-8.12 5-8.12 634 2-8-0 Scale = 1:50.6 4x4 = 4 r.oxv n sxv — 3xa = 1.bx4 II . I$ LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF N0.18Btr G WEBS 2 X 4 DF Std G ' . REACTIONS (Ib/size) 2=929/0-3-8,6=929/0-3-8 Max Horz 2=-40(load case 3) Max Uplift2=-32(load case 5), 6=-32(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-1261/2, 3-4=859/33, 4-5=859/33, 5-6=1261/2, 6-7=0/31 BOT CHORD 2-11=0/1120,10-11=011120,9-10=0/1120.8-9=0/1120,6-8=0/1120 WEBS 3-11=-14/202,4-9=-431514,5-8=-14/202.3-9=-406/30,5-9=-406/30 BRACING TOP CHORD Sheathed or 5-7-14 oc purlins. BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. NOTES ^ 1) Unbalanced roof liv&loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by "#4 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard September 23,2005 ® WARNING - Vi rHJY design parameters and READ NOTES ON THIS AND INCLUDED M/TEE REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane --m Design valid for use on vrith Welt connectors. This design a based on upon Suite 109 9 N g N en parameters shown, building for an individual building component. Citrus Xi hts, CA, 95610 Applicability of design parvidual rs and proper incorporation al component is responsibility of building designer - not truss is the resp Bracing shown 9 �� is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the K erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ifabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M ITek0 Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive. Madison, WI 53719. i 834 12-0-0 17-8-12 24-0-0 6.34 5-8-12 58-12 6.3-4 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.31 Vert(LL) -0.05 8-9 >999 240 MT20 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.34 Vert(TL) -0.10 8-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.30 Horz(TL) 0.03 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 110 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G BOT CHORD 2 X 4 DF N0.18Btr G WEBS 2 X 4 DF Std G ' . REACTIONS (Ib/size) 2=929/0-3-8,6=929/0-3-8 Max Horz 2=-40(load case 3) Max Uplift2=-32(load case 5), 6=-32(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/31, 2-3=-1261/2, 3-4=859/33, 4-5=859/33, 5-6=1261/2, 6-7=0/31 BOT CHORD 2-11=0/1120,10-11=011120,9-10=0/1120.8-9=0/1120,6-8=0/1120 WEBS 3-11=-14/202,4-9=-431514,5-8=-14/202.3-9=-406/30,5-9=-406/30 BRACING TOP CHORD Sheathed or 5-7-14 oc purlins. BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing. NOTES ^ 1) Unbalanced roof liv&loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by "#4 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard September 23,2005 ® WARNING - Vi rHJY design parameters and READ NOTES ON THIS AND INCLUDED M/TEE REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane --m Design valid for use on vrith Welt connectors. This design a based on upon Suite 109 9 N g N en parameters shown, building for an individual building component. Citrus Xi hts, CA, 95610 Applicability of design parvidual rs and proper incorporation al component is responsibility of building designer - not truss is the resp Bracing shown 9 �� is far lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the K erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ifabrication, quality control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component M ITek0 Safety Information available from Truss Plate Institute, 583 D'Onotrio Drive. Madison, WI 53719. i G tto" r -o"-- Z - 3 C ti 4 c Le T'e`e55� Job TruSs fUSS type y y ALVER� 1.25 A2 CATHEDRAL 7 1 R22022929ALVE0922 0.0 . � ^ YES BCDL 7.0 Job Reference (optional) an j -2-10.0 1 3.1-12 7-6-14 12.0-0 16-5-2 20-10-0 1 24-0-0 26-10.0 2-1D-0 3-1-12 4-5-2 4.5-2 4.5.2 4.5.2 3.1.12 2-10-0 Scale = 1:49.3 4x4 11 5 3.3.8 20.8-8 za-o-o 3.3.8 17-5-0 33-8 LOADING (psf) SPACING 2-0-0 TCLL 16.0 Plates Increase 1.25 TCDL 10.0 Lumber Increase 1.25 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC97/ANSI95 LUMBER TOP CHORD 2 X 4 DF No. t&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=94110-3-8.8=941/0-3-8 CSI DEFL in (loc) I/deft Ud PLATES GRIP TC 0.37 Vert(LL) -0.19 12 >999 240 MT20 220/195 BC 0.40 Vert(TL) -0.40 12 >711 180 WB 0.99 Horz(TL) 0.31 8 n/a n/a (Matrix) Weight: 114 lb BRACING TOP CHORD Sheathed or 3.9-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Max Horz2=-41(load case 3) Max Uplift2=-34(load case 5), 8=-34(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension ` TOP CHORD 1-2=0/67, 2-3=-135710, 3-4=2604/0, 4-5=3020/0, 5-6=-3020/0, 6-7=-2604/0, 7-8=-1357/0, 8-9=0167 BOT CHORD 2-14=0/1151, 13-14=D/1245, 12-13=0/2562, 11-12=0/2562, 10-11=0/1245, 8-10=0/1151 WEBS 3-14=542/0, 7-10=-542/0, 3-13=0/1191,4-13=-374/0,4-12=0/445,5-12=0/2426, 5-12=0/445,6-11=374/0, 7-11=0/1191 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the Wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 It With exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nontwncurrent with any other live loads. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard L OQFtOF ESS/p,�'�l ONG C13 2 LLJ C 499 T I, *\ EXP. 0"0/06 /* / A WARNING - Verify deargn pamrn tera and READ NOTES ON THIS AND INCLUDED AUTER REFERENCE PAGE MII.7473 BEFORE USE. 7777 Greenback Lane m Design valid for use only with Mlek connectors. This design is based only upon parameters shown. and Is for an individual building component. Suite 109 Applicability of design paromenters and proper incorporation of component is responsibility o1 building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 4 for lateral support of individual web members only. Additional temporary bracing to Insure stabilly during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSI1 Building Component M Tek® Safety Information available from Truss Plate Institute, 583 D'Onofrio Drive. Madison, WI 53719. r --T- �7__ Skog Ujl,(t JoS �3 1 ( - V, ' we (9v*tai Vuy- C)Cj -1,.:4Ve4e F% r7 Ln CYI PARCEL 9 1: 7 - BULDING PLAN APPROVALI Date' - 3 Use: _*_ Landscaping: - Other 3. PAROL L 10.1rog /_\CRIES 0 vv r=,LL-). Lq 01 13 7-z SO ' i /"- `-, . _2 t,00o :PUKR-_-r-� IS AIJ AL >~< DRUARb Cis OT PARCEL MAP 0: IN PROJECTED SEC 34 T22N RIE 140814 1 -7 HEALT E K' V 1`0 CL A PORTION OF RANCHO DE FARWELL COUNTY OF BUTTE. 77- STATE OF- CAUFORNIA 0 F_ APN: 039-480-018 PARCEL H. 1(6 ACRES MAP 141). Assessor's Parcel Number LE -D, BEE 9 9 -UJ Size (Acres) Owner Name I Address / Phone No. 12-s- r7 'wooXl o. -,d A,.e 1/ 5142 - 2--,2-S Site Location I J Zoning Aa, io General Plan Gbrtact. Name I- re�, r, 0"_Co __ j 51­zv, Phone _3H2 US 2 LO 1b Wing ALL WEA114CR. ROAD 13 7-z SO ' i /"- `-, . _2 t,00o :PUKR-_-r-� IS AIJ AL >~< DRUARb Cis OT PARCEL MAP 0: IN PROJECTED SEC 34 T22N RIE 140814 1 -7 HEALT E K' V 1`0 CL A PORTION OF RANCHO DE FARWELL COUNTY OF BUTTE. 77- STATE OF- CAUFORNIA 0 F_ APN: 039-480-018 PARCEL H. 1(6 ACRES MAP 141). Assessor's Parcel Number LE -D, BEE 9 9 -UJ Size (Acres) Owner Name I Address / Phone No. 12-s- r7 'wooXl o. -,d A,.e 1/ 5142 - 2--,2-S Site Location I J Zoning Aa, io General Plan Gbrtact. Name I- re�, r, 0"_Co __ j 51­zv, Phone _3H2 -9 WOI�1-0 A 'L -TL--- 1" t 9b) SC APIN ' 0 S 9 - 4118 f) - Q::3 DARN 039 - 1496 -an,4 K TANK'10 SEPTIC C -All APH: JAN -1-126 yon' --:An Cv CA (q(02-0 I AP N: 039 -118D - f) 4 Z ic R Z Z Tru I M I AIP N ' b 73OF 0- x'63 0 \A rE_ LL - AL RES it ALL WEAMFR R64n 10 FEET- VVjrp- 11:1 -4 - 0' 71Q- -t;>Aq To � RT APN'. 039- Y36—o1.1. Assessors Parcel Number.. [a 2� E] Size (Acres) I I Omer Name /Address / Phone No., SiteLocation Zoning A� i General Plan Contact Name,5n-ra4-t Phringn, ro , Q A } 2 o i rn 00 So o z� C-) nb � z� y W ig ro , Q A } 2 o i - A 5 (S) -NN CLL o f VV IE A -L- X L11 fo T�A G E- PAR Cr L L 10.(69 /ACRES 13 to 1, .1 2-7 `I..00 8 96kr IS A4 ALMM46 DRUAI?b 16 WIM ALL WrEAr-f-IM ROAo 14 0 1 APPROVED) I PARCEL MA*P,,. ; IN PROJECTED SEC 34 T22N R1 MOBN ENVIRONMENTAL HEALTil o fi A PORTION OF RANCHO DE FARWELL FEB 1 1 2005 77 - COUNTY OF BUTTE. STATE OF. CALIFORNIA i 0 I- C H I "CALIFORNIA APN: 039-480-018 PARCEL Z < IIIb ACRES AssES&op-ls MAP ND- 301 r 3E] - HNN) - [9[;flU Size As�sessoes Parcel Number. Fai n (Acres) Owner Name Address / Phone No. Tlrau c -i r c,_. Aware7-112-9'7 wood! qr,r) A -e -.113z42 2- -7 Site Location T)a-ivtr,VZd Zoning J General Plan Contact- Name y-arcL5cO Phone 3L42 u, � LJ PAR Cr L L 10.(69 /ACRES 13 to 1, .1 2-7 `I..00 8 96kr IS A4 ALMM46 DRUAI?b 16 WIM ALL WrEAr-f-IM ROAo 14 0 1 APPROVED) I PARCEL MA*P,,. ; IN PROJECTED SEC 34 T22N R1 MOBN ENVIRONMENTAL HEALTil o fi A PORTION OF RANCHO DE FARWELL FEB 1 1 2005 77 - COUNTY OF BUTTE. STATE OF. CALIFORNIA i 0 I- C H I "CALIFORNIA APN: 039-480-018 PARCEL Z < IIIb ACRES AssES&op-ls MAP ND- 301 r 3E] - HNN) - [9[;flU Size As�sessoes Parcel Number. Fai n (Acres) Owner Name Address / Phone No. Tlrau c -i r c,_. Aware7-112-9'7 wood! qr,r) A -e -.113z42 2- -7 Site Location T)a-ivtr,VZd Zoning J General Plan Contact- Name y-arcL5cO Phone 3L42 G S4 xx: fF 6 X 80 PA-r.AV K LES�� 240 AMP PC K H N !ex Zx 3- 1 oval, S" SH Kj -12�, -I W G REFRIC GFj 0 5 t k,c -11il� 7 5 ------ 57 3` APPROVED EnWronmental Health Butte County Environme al H alth OCT 2 0 2005 Dat Chico, CASignature UN f 50 100 . . . . . . . ..... ...... t 1bD . � I ON. 1D Fr�r WIb[ LLL WEAMER, Rte - a*► RE> t5P i CP r -- �� • �� ,,, '� _ _,.�4 UNC _ ORG'PARb • ` ✓ �fbE1E l 'V / �o 4 I.16 Lr- Environmental Health OCT 2 0 2005 Chico, CA APPROVED _L&VIEft AL\/A-rte Ems-- • + 1 AP"OVED RY: SCALE: � =`��,j DATE: t�RCE� Z aP�t:o�q-466 I�Ls�/T"o t•1i R1`a GAN i t� . C.,L�. E RAWN •Yr EV MED Sia 3Y2-ZI2ST DRAWING NUM*ER 9 I IO6 eA4& CZSCry1Crr 16 � y- 3 • bb 6X6 P65T 8 ., PUpC`!'. "i3,NKC.ESS N,o LLE r -ER. 3 pRyaR i F 1 ; $14 fp DENT �• . ; j� I : r : - • __ . , G r i : PR�`PMI�r . G F i ; t O. 4 WJSNE� IZS �MP SUI3 f�4Nt° D2Yir 2,: TN JI ;a !<, +'CN • " � '. iN'C1ER O2 ilAc • . I t3 �.D to Y WALL SU z.. �., 3 .30 DIM 1. Ll J t� ayl 12— f"' >< Ia T�f�'QcEn Il�(ii121c�Ct.._ %n/.4 L.L. Su P POR T' CMS E Mt N'j r, z u.,7J 'F•12 ENCH i • ��NLH •-�--� • �j K in Fur^sdc.N - r , �{— 3BUTTE COUNTY BUILDING DIVISION � APPROWD , -- BUTTE a, COUN'T'Y BUTTE COUNTY ELECTRICAL, PLUMBING, DEC 0 1 2006 AND MECHANICAL NOT BUILDING Q !1! T I C DEVELOPMENT ? �ou� �Q '. VED r. ✓ SERVICES PLAN CHECKED APP PL.�N RIr�j151bA�a2 Tv+(o t3>�DRaoM -AbDi-rionf. ALV,dR.GZ M.bt !GALE : ••L-. " 1' APPROVED my: DRAWN tc DY �oeRS'NJ s I�GW WALLSREVIfED OATS: DRAWING NUMBER SPRINKLERS FLOWING _....�..�W__. _.�..... ...ii.�a.JJu.. .J.........+.+1vu i• • JJ.1J.aJJJ• .. � v MIN SPRINKLER FLOW 14 REQUIRED DENSITY .055 ENGINEERS: William F. Squyres, Jr. (530) 345-1012. TOTAL DOMESTIC FLOW 5 ADDRESS P.O. Box 3176, Chico, CA 95927. WATER METER LOSS .0 DAte: 12-29-2005 File: C:\RESDEN44\ALVAREZ.RES SUPPLY PRESS AVAILABLE 38.5 DEMAND PRESS REQUIRED JOB : Residential 2 heads flowing MAXIMUM VELOCITY 9.8 SOURCE STATIC 45.0 Psi RESIDUAL: 40.0 Psi FLOW 30 Gpm DESIGN SPRINKLER MANUF : reliable MODEL fl res 49 ccp SPRINKLER Q 14.0 Gpm VALVE .0 Psi SPRINKLER P 8.2 Psi METER .0 Psi C j NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm ---- 1 10.0 4.9 8.2 14.0 2 10.0 4.9 10.0 15.5 3 10.0 12.8 4 10.0 15.0 5 10.0 16.6 6 3.0 23.1 5.0 DOME 7 1.0 SOURCE 28.5 34.5 SPRINKLERS FLOWING 2 AREA PER SPRINKLER 256 TOTAL DESIGN AREA 512 MIN SPRINKLER FLOW 14 REQUIRED DENSITY .055 COMPUTED DENSITY .055 TOTAL SPRINKLER FLOW 29.5 TOTAL DOMESTIC FLOW 5 TOTAL WATER REQUIRED 34.5 TOTAL SPRINKLER PRESS 28.5 WATER METER LOSS .0 VALVE FIXED LOSS .0 SUPPLY PRESS AVAILABLE 38.5 DEMAND PRESS REQUIRED 28.5 PRESSURE CUSHION 10.0 MAXIMUM VELOCITY 9.8 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm Gpm Psi Psi Psi Copyright(2004) Psi by Psi Hydronics Engineering Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 FIS (800) 845-9819 rLr- ©6-©ys6 BUTTE COUNTY BUILDING DIVISION APPROVED 3.t.6)6 CAKL- ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 12-29-2005 File: C:\RESDEN44\ALVAREZ.RES JOB : Residential 2 heads flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi ------------------------------------------------------------------------------- END DIAMETER TOTAL (Psi/Ft) 1 q= 14.0 K= 4.9 L= 10.0 Pt 8.2 Pt 8.2 1 Q= 14.0 F= LR F=' 8.0 C= 150 Pe .0 Pv -.4 Vel= 7.3 D= .884 TL= 18.0 .1027 Pf 1.8 Pn 7.8 ---------------q_----.-----_---------_------.------------------_--------.- 2 Pt 10.0 2 15.5 K= 4.9 L= 12.0 Pt 10.0 Pt 10.0 2 Q= 29.5 F= LR F= 8.0 C= 150 Pe .0 Pv -.6 Vel= 9.8 D= 1.109 TL= 20.0 .1352 Pf 2.7 Pn 9.4 --------------------------------------------------------------------------- 3 Pt 12.8 3 q= .0 K= .0 L= 11.5 Pt 12.8 'Pt 12.8 3 Q= 29.5 F= B F= 5.0 C= 150 Pe .0 Pv -.6 Vel= 9.8 D= 1.109 TL= 16.5 .1352 Pf 2.2 Pn 12.1 -------------------------------------------------------------------------- 4 Pt 15.0 4 q= .0 K= .0 L= 5.0 Pt 15.0 Pt 15.0 4 Q= 29.5 F= L F= 7.0 C= 150 Pe .0 Pv -.6 j Vel= 9.8 D= 1.109 TL= 12.0 .1352 Pf 1.6 Pn 14.4 ------------------------_-----------------------------------_--------.- 5 Pt 16.6 5 q= .O K= .0 L= 7.0 Pt 16.6 Pt 16.6 5 Q= 29.5 F= 4RSL F= 18.0 C= 150 Pe 3.0 Pv -.6 Vel= 9.8 D= 1.109 TL= 25.0 .1352 Pf 3.4 Pn 16.O j ------------------------------------------------------------------------- 6 Pt 23.1 6 q= 5.0 DOME L= 150.0 Pt 23.1 Pt 23.1 6 Q= 34.5 F= F= .0 C= 150 Pe .9 Pv -.2 Vel= 5.5 . D= 1.602 TL= 150.0 .0301 Pf 4.5 Pn 22.9 --------------------------------------------------------------------------- 7 Pt 28.5 -------------------------------------------------------------------------- Meter = .0 7 -------------------------------------------------------------------------- Q= 34.5 <<< SOURCE >>> Pt 28.5 i E=>45-Elb L=>90-E1b B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly ial Liw lV ll.J. aa�J1 LiLA4 l lt'l1a C11\1:t Jt 11.1141\.LLA 111 L)LVAU1L1l.0 'i.G — ►7U b1`1111t11a. ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. DATE : 12-29-2005 FILE C:\RESDEN44\ALVAREZ.RES JOB : Residential 2 heads flowing PSI FIRE SPRINKLER HYDRAULIC GRAPH I v 10 15 20 25 o--- 0 Supply Curve Static : 45.0 Resid : 40.0 Flow : 30.0 30 35 40 45 50 FLOW - Gpm 0Demand Curve Avl Pr : 38.5 @ 34 Req Pr : 28.5 @ 34 Pr Cush: 10.0 Copyright: Hydronics Engineering, 2004. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (800) 845-9819. \Nai-e,c NIN I1\ VAI-Vi_- rLo i I'll IT NAP; I I 1 1 I In'r I 1; 1°'1. -? 1111'I' I'LUO 11 hll''1' I ' Ll 111''1'• -1" ..I l I1 / 1 .1 \ ...I'• 111' 1' I ... � I�. 111''1' I -r 1 • D •I' (ll' (� L."__ n •._...._.I 1� 111, t ... I r. I ,....._..... n .I!: ro'r utt ►c�ov '•. cat��k.wv'( ca��oVW "03115M QUICK_ Galvanized Wanks - 75 pril Max Wkq Pressure._ �a10 Vs�aw Capacity =^ Drawdown Dimanslon 111 t. Order Model _ Gallons Gallons - 30-50 Dia x Ht. LES. No. ._ 42 VIII 42 _ 4.3 16 x 48 72 ; V42GT -142 Short 42 43 20 x 32 74 V42GS 182 62 8A 20 x 60 1.4 V82G 120 West 120 12.2 24 x60 161 V120G 220 West 220 22.4 30 x 73 303 V220G ;315 West 315. ,—.�-, 321 .,--=,�36 x 00 -,.,....,r4 -6-.......�-.,..•.V315G 480 VSQW 480 _ 49 _. 42 x a7. 640 V480G 525 Combo 525 536 36 x 124 6115 V525G 900 Combo coo s1.e 42 x 159 1040. V90OG ; }.In}n• ev)r, pnri nnn n mmr, }A.,.I��t� hay-�+ r. -Ah b.-.r•�r,n}r,) and ,•n,iir�l mgr m}in�� All nkhr,rt rrA vnriirkl nnly I •a 15 Model 171 Res Sprinklers (UL 1626 Standard) Caution Read Carefully! Installation Instructions & Technical Data (Details in bulletins 035 & 135) • Model F1 Res 49 Pendent • Model F1 Res 49 Recessed Pendent / F1 (F1 escutcheon, adjustment) F1 Res 49 Pendent F1 Res 49 Recesses Pendent/F1 • Model F1 Res 49 Recessed Pendent / FP (FP'push-on/thread-off escutcheon) • Model F1 Res 49 CCP Pendent F1 Res 49 Recessed Pendent/FP F 1 Res 49 CCP Pendent Technical Data Technical Data Sprinkler Assembly bl Y Max. Max. ThreaTemp. Thread Ambient Max. Sprinkler Sized Rallny Size pressure Temp. Pressure Factor Lennchgth I Inch ^F ^C ^C ^F •C (mm) x'/21' NIT 155 66 175 psi 100 38 4'9 2.25 (n,/;,) 175 79 (12 bar) 150 66 (57) Max Sprinkler Flow Pressure Sprinkler Spacing it (m) gpm (1_pm) .7.0(0.48) psi (bar) Identification Number (SIN) 12.x 12 (3.6x3.6) 13 (49) 7.0 (0.48) 16. x. 16 (4.9x4.9) 14 (53) 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 18 (66.1) 13.5 16 x 16 (4.9x4.9) 13 (49) 20x20 (6.1x6. I) 7.0 (0.48) .16.7(1.15) - 83516 U x 18 (5.5x5.5) 17 (CA.3) 12.0 (0.83) A)xA)(6.1xO.1) 20(75.7) 16.7(1.15) Technical Data The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -131 Rev.0 Sprinkler Temp• Assembly bl Y Max. Sprinkler Thread Temp. Max. Ambient K Length Size Rating Raling Pressure Temp. Factor Inch ^F ^C ^F •C ^F •C (mm) VVI NI'I ICi!i Fits 01Y") 1J5 57 1711 psi IW 38 (12_ bar) 150 66 4.9 2.25 _ (57) Max Sprinkler Spacing Flow pressure Sprinkler identification It (m) Spm (Lpm) psi (bar) Number (SIN) 12 x 12 (3.6x3.6) 13 (49) .7.0(0.48) 11.x. 14 (4.3x4.3) 13 (49) 16. x. 16 (4.9x4.9) 14 (53) 8.2 (9.56)_.- _ R3516 lax 18 (5.5x5.5) 18 (66.1) 13.5 20x20 (6.1x6. I) 20(75.7) .16.7(1.15) - The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 CA -131 Rev.0 a t, F] IV GENERALJINI=ORMATION 0 Basic Principles of Solvent Cementing The solvent cemented connection in thermoplastic pipe and fittings is the last vital link in a plastic pipe installation, It can mean the success or failure of the system as a whole. Accordingly, it requires the same professional care and attention that are given to other components of the system. There are many solvent cementing techniques published covering step by step procedures on just how to make solvent cemented joints. However, we feel that if the basic principles involved are explained, known and understood, a better understanding would be gained, as to what techniques are necessary to suit particular i 'applications, temperature conditions, and variations in size and fits of pipe and fittings. Be aware at all times of good safety;ptactices. Solvent cements for pipe and fittings are flammable, so there should be no smoking nor other sources j of heat or flame in working or storage areas. Be sure to work only In a well ventilated space and avoid unnecessary skin contact with all solvents. More detailed safety information is available from Harvel or IPS Weld -On) Corporation. j-7bconsistently make good ,points -:'the following should;: ' beN'carefully understood y JWThe jolning surfaces must be softened 1 €y' .arid made semifluid; Z Sufficient cement must be applied to fill �`4the'gap'between pipe and fitting. Y%13'Assembly of pipe and fittings must be 1,� made while the surfaces are still wet 4,6f:''and fluid' ` #4.0oint`strength develops as the cement';;' it?'+ dries. In the tight part of the joint the 4� surfaces will tend to.fuse together, in y, the part art the cement will bond to ., nbo' NsUrfaces ; t ` � bre -� d• . _ These areas must be softened and penetrated Elf) .. .4Y >' • Yt.s When using the ONE STEP cementing process, penetration and softening can be achieved by the cement itself (read ONE STEP cementing procedures carefully: refer to installation instructions). For certain sizes, under certain conditions, it may be desirable to use the TWO STEP process which utilizes a primer to ensure adequate softening. For example, when . working in cold weather with large diameter pipe, more time and additional applications may be required. Cement coatings of sufficient thickness r+�r- n e• More than sufficient cement to fill the loose part of the joint must be applied. Nesides filling the gap, adequate cement layers will penetrate the surfaces and also remain wet until the joint is assembled. Prove this yourself. Apply on the top surface of a piece of pipe two separate layers of cement. First flow on a heavy layer of cement, then alongside it a thin brushed out layer. Test the layers every 15 seconds or so by a gentle tap with your finger. You will note that the thin layer becomes tacky and then dries quickly (probably within 15 seconds) the heavy layer will remain wet much longer. Now check for penetration a few minutes after applying these layers. Scrape them with a knife. The thin layer will have achieved little or no penetration. The heavy one, much more penetration. Surfaces must be assembled while they are wet and soft If the cement coatings on the pipe and fittings are wet and fluid when assembly takes place, they will tend to flow together and become one layer. Also, if the cement Is wet the surfaces beneath them will still be soft, and these softened surfaces In the tight part of the joint will tend to fuse together. Surfaces tion, Fusec As the solvent dissipates, the cement layer and the softened surfaces will harden with a corresponding Increase in joint' strength. A good joint will take the required working pressure long before the joint is fully dry and final strength Is obtained. In the tight (fused) part of the jolnt, strength will develop more quickly than In the looser (bonded) part of the joint. Information about the development of bond strength of solvent cemented joints Is available The QUALITY Line FOR SMALL PIPE VC1 Q 12 r,, Po-ff8z- . VANE TYPE WATERFLOW ALARM SWITCH The Symbol of Protection WITH RETARD AND GLUE -IN UNION CUL, UL and CSFM Listed, CE Marked, NYMEAACCEPTED US Patent No. 6,471,255 Stock No. 1113555 1113600 W/TSK Service Use: NFPA l3 Service Pressure: Up to 175 PSI (12,07 BAR) Minimum Flow Rate for Alarm: 8-10 GPM (30-38 LPM) Maximum Surge: 18 FPS (5,5 m/s) Enclosure: Die-cast, red powdercoat finish No. 1113555: Cover held in place with tamper resistant screws No. 1113600 - Tamper: Cover incorporates micro -switch. Cover Tamper: Activated by cover removal. Cover'1'amper Switch Contacts: One set SPDT, Rated at 250VAC. Cover Tamper Switch'T'ernrinations: 8" 22AWG wire leads. Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed CPVC plastic piping systems manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufactur- ing Co., and IPEX (Scepter). Fits pipe sizes - l", l-1/4", l-1/2" and 2" Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • For NEMA 4/IP55 rated enclosure - use with appropriate conduit fitting and/or plugs. • Temperature range: 40' F to 120' F (4,5° C to 49' C) Automatic Sprinkler One or two family dwelling NFPA-13D Caution: This device is not intended for applications in explosive elrvi- Residential occupancy up to four stories NFPA-13R ronments. National Fire Alarm Code NFPA-72 The Model VSR-SFG is a vane type waterflow switch for use on wet sprinkler systems using CPVC plastic fittings manufactured by Central Sprinkler Corp., Grinnell Sprinkler Corp., Spears Manufacturing Co., and IPEX (Scepter) that use t", 1-1/4", 1-1/2" or 2" pipe sizes. It is equipped with a .union to accommodate installation in confined spaces. The unit contains two single pole double throw snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are actuated when it flow of 8-10 gallons per minute (30-38 liters per minute) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15 e!n) of a valve, drain or fitting which changes the direction of the waterflow. The unit has a l" male fitting for gluing into a CPVC plastic TEE. Loosen the union nut and separate the t" male fitting front the VSR-SFG. Glue the 1." male fitting into the TEE following the TEE manuracturer's instructions for preparation and gluing of CPVC piping systems. (NOPE: The l" male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SFG. See Fig. L) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SFG to the l" male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 and Fig. 5 for instructions on how to change paddle. Verity that the o -ring is properly positioned in its groove. Eland tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig. 2. CAU'T'ION: Do not over -tighten the union nut, hand tighten only! The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. INSPECTION AND TEST ING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the drain and test connection, if an inspector's test valve is not provided. It' there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SFG is not recommended or advisable. The frequency of the inspection and testing and its associated protective monitoring system should be in accordance with the applicable NFPA Codes and Standards and/or authority having jurisdiction (manufacturer recommends quarterly or more fre(luently). Potter Electric Signal Company • 2081 Craig Road, St. Louis, N10, 63146-4161 Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #9900009 - REV P PAGE I OF 2 MPG. 115401062 - 11/05 INSTALLATION AND MAINTENANCE INSTRUCTIONS SY'S 82 SSM24-8 �..� SENSOR° 80 SSM24-10 3825 Ohio Avenue, St. Charles, Illinois 60174 SSM and SSV BELL Series 1-800-SENSOR2, FAX: 630-377-5995 www.systeinsensor.com Specifications SSV120-6 (6", 120 VAC) SSM Series: SSV120-8 (8", 120 VAC) Voltage: Regulated 24 VDC (10", 120 VAC) Operating Voltage Limit: 16 - 33 VDC Maximum Current: DC - 31.1mA/FWR - 53.5mA Operating Temperature: -31' to 150'F (-35' to +660C) SSV Series: Voltage: Regulated 120 VAC Operating Voltage Limit: 96 - 132 VAC Maximum Current: 53mA Operating Temperature: -31' to 1506F (-35' to +660C) UL Reverberant Room Sound Output per UL 464 (dBA) 24 VDC SSM SSM24-6 (6", 24 VDC, P, S) 82 SSM24-8 (8", 24 VDC, P, S) 80 SSM24-10 (10", 24 VDC, P, S) 81 120 VAC SSV SSV120-6 (6", 120 VAC) 85 SSV120-8 (8", 120 VAC) 82 SSV120-10 (10", 120 VAC) 82 P = Polarized S = Suppressed Important Please Read Carefully and Save This instruction manual contains important information about the installation and operation of bells. Purchasers who install bells for use by others must leave this manual or a copy.of it with the user. System Sensor supplies bells for nearly all sprinkler/fire alarm/burglar applications. These instructions apply to all System Sensor bells in the series. Read all instructions carefully before beginning. Follow only those instructions that apply to the model you are installing. CAUTION Do not use in potentially explosive atmospheres. Do not leave any unused wires exposed. NOTE: All SSM Series DC bells were only tested at the 16-33 Volt-DC/FWR limits. All SSV Series AC bells were only tested at the 96-132 Volt AC limits. This does not include the 80% low-end or 110% high-end voltage limits. General Description The National Fire Protection Association has published codes, standards, and recommended practices for the installation and use of the above appliances. It is recom- mended that the installer be familiar with these require- ments, with local codes, and any special requirements of the authority having jurisdiction. These bells are intended to be connected to alarm indicat- ing circuits of UL listed fire alarm control panels. The SSM series is polarized to enable supervision of the installation wiring. The SSM bells require 24 VDC and the SSV bells require 120 VAC. D770-11-00 1 156-0674-008R 36 100 0 INCORPORATED CORONA, CA - (M) 737-5599 FIG. 23 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE .Size Range - 3/4" thru 2" C.P.V.C. pipe. Material - Carbon Steel with galvanized finish G-90 govt. spec. Function- The Fig. 23 and Fig. 24 are intended to perforin as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systerns. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. The Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward. movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.RA. 13, 13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C. P. V. C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE — SIDE MOUNT protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws* furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a hammer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result from installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.P.V.C. pipe size. Patents Pending *-Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. A Q C MAX. HANGER FASTENER APPROX. PIPE SIZE FIG. 23 FIG. 24 FIG. 23 FIG. 24 FIG. 23 FIG. 24 SPACING IIEX I IEAD WEIGHT (FT.) SIZE PER 100 '3/4 '�,:T 3-1/8 2-5/16 1-9/16 1-5/32 1-3/16 1-3/16 5 1/2 5/16 9 1t }'�57:: W, 1I v3 7n rt �r�. a �• r,,s ,t �>�3 �/$€���e�6/�3 �C� Y,l F -"'i '•"!e ! i ;11/�Et 1 5 16�;f� 3 x �. r.i ti� �1 3 1 '�� 3/16:sa� rte 't 1 MOW, i' +sn r:' ;r r! ✓ t +; +�,_ �x�, ftZ R� / 1-1/4 ik °'1 11-3/16 3 ': 2-3/32 1-1/2 1-3/16 1-3/16 t j��� l.A 6-1/2 5/16 11 ie n 3� `y*� T,1 t t1He" !fs rilN tr.1'n rJ� 1.7'/163:1'%9."K'}2i,7/32�1)5�g't�'a,1=3y%lata`.]#.'3%16.;7 'hrn1'ixiiA�'� I.tx+r 2 4-7/8 3-11/16 2-7/16 1-27/32 1-3/16 1-3/16_ t5/,1�?SN+4c�i� 8 5/16 15 REVISED 3/94 IYA712MML/VMWIFWAWT NO. ISAAAAY2AS1915 NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8. Heads to be Reliable Fl Res 49 ccp Flows based on a 16'X16' grid pattern. (see attached cales. And spec. sheets) 9. All pipes to be 1" diameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet. 12. Total heads required = 8 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide. M I& '52 )UN wisio& VIED v CAAL Al REVISIONS BY 0 M M n O M k n N ° U M N 3a;v�a A ORAWN CHECKED DATE 0,-1 — C>s— SCALE 11 JOB NO. NL -v A P �— SHEET OF SHEETS o a h I I�-U ZI j� O I A NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8. Heads to be Reliable Fl Res 49 ccp Flows based on a 16'X16' grid pattern. (see attached cales. And spec. sheets) 9. All pipes to be 1" diameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet. 12. Total heads required = 8 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide. M I& '52 )UN wisio& VIED v CAAL Al REVISIONS BY 0 M M n O M k n N ° U M N 3a;v�a A ORAWN CHECKED DATE 0,-1 — C>s— SCALE 11 JOB NO. NL -v A P �— SHEET OF SHEETS > c NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8. Heads to be Reliable F1 Res 49 ccp Flows based on a 16'X16' grid pattern. (see attached Bales. And spec. sheets) 9. All pipes to be 1" diameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet. 12. Total heads required = 8 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide. 6M Cti�Nl 'BEftY�IS P�t�pE� o AbO rn td t% L HF,P,05 Obi EF ca�c. 2�Ui5� O -b ton C4 45 -b DRAWN &S CHECKED DATE SCALE JOB NO. �Lv WE� -Z— SHEET OF ' SHEETS BUTTE COUNTY DEC 01 2006 UL �'ELO �'iy�ENT .. �. a � ...� .� ✓ i .1_. ✓ _a ✓ i a . .L 1 ...ate >_ .L iii_. v L L i _L l . a �.La L L ♦ 1 1 1 L/ L ♦i � J L .L � tir 1 . L +../ V L L 1 _L .L .L LLL . L L.L � J V 1 ENCINEEZS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 10-13-2006 File: C:\RESDEN44\ALVAREZ.RES JOB : Residential 2 heads flowing SOURCE I STATIC : 45.0 Psi RESIDUAL 40.0 Psi FLOW 30 Gpm DESIGN I SPRINKLER MANUF : reliable MODEL f1 res 49 ccp SPRINKLER Q 14.0 Gpm VALVE .0 Psi SPRINKLER P 8.2 Psi METER .0 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. ----------------------------------------------------------- Feet FACTOR Psi Gpm 1 10.0 4.9 8.2 14.0 2 10.0 4.9 10.1 15.6 3 10.0 11.3 4 12.0 17.7 5 10.0 20.4 6 3.0 27.0 5.0 DOME 7 1.0 SOURCE 32.5 34.6 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA MIN SPRINKLER FLOW REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION MAXIMUM VELOCITY 2 256 512 ti 14 .055 .055 29.6 5 34.6 32.5 .0 .0 38.5 32.5 6.0 Sq Ft Sq Ft Gpm Gpm/Sq Ft Gpm/Sq Ft Gpm Gpm Gpm Psi Psi Psi Psi Psi Psi 10.0 F/S IdN J F:, fir, jYRF SYA jr C3 i� Lic, t-10. 2.'t'i'!06 C-16 Copyright(2004) by Hydronics Engineering 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (800) 845-9819 IS U I L1. IIN D:IVIS 101it APPROVE '. / Id A6BUTTE COUNTY DEC 0 1 2000 DEVELOPMENT SERVICE; �.. .f •... 1._i ..� iau✓.L VL11'111�a.L L.L 1�L .✓L L•.1111\L u1t L L I LJL\11V 1J 1 L. wJ -1.-1 ...J V L L'I 111 L I L LLA IJ.0 L ENLGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. Date: 10-13-2006 File: C:\RESDEN44\ALVAREZ.RES JOB : Residential 2 heads flowing PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ---------------------------r---------------------------------------------------- 1 q= 14.0 K= 4.9 L= 10.0 Pt 8.2 Pt 8.2 1 Q= 14.0 F= LR F= 8.0 C= 150 Pe .0 Pv -.4 Vel= 7.5 D= .874 TL= 18.0 .1085 Pf 2.0 Pn 7.8 2 Pt 10.1 ---------------------------------------------=---------------------------- 2 q= 15.6 K= 4.9 L= 1.0 Pt 10.1 Pt 10.1 2 Q= 29.6 F= L F= 7.0 C= 150 Pe .0 Pv -.7 Vel= 10.0 D= 1.101 TL= 8.0 .1407 Pf 1.1 Pn 9.5 3 Pt 11.3 -------------------------------------------------------------------------- 3 q= .0 K= .0 L= 27.5 Pt 11.3 Pt 11.3 3 Q= 29.6 F= 5RB2L F= 24.0 C= 150 Pe -.9 Pv -.7 Vel= 10.0 D= 1.101 TL= 51.5 .1407 Pf 7.2 Pn 10.6 4 Pt 17.7 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 6.0 Pt 17.7 Pt 17.7 4 Q= 29.6 F= L F= 7.0 C= 150 Pe .9 Pv -.7 Vel= 10.6 D= 1.101 TL= 13.0 .1407 Pf 1.8 Pn 17.0 5 Pt 20.4 -------------------------------------------------------------------------- 5 q= .0 K= .0 L= 7.0 Pt 20.4 Pt 20.4 5 Q= 29.6 F= 4RSL F= 18.0 C= 150 Pe 3.0 Pv -.7 Vel= 10.0 D= 1.101 TL= 25.0 .1407 Pf 3.5 Pn 19.7 6 Pt 27.0 -------------------------------------------------------------------------- 6 q= 5.0 DOME L= 150.0 Pt 27.0 Pt 27.0 6 Q= 34.6 F= F= .0 C= 150 Pe .9 Pv -.2 Vel= 5.5 D= 1.598 TL= 150.0 .0306 Pf 4.6 Pn 26.8 7 Pt 32.5 -------------------------------------------------------------------------- Meter = .0 -------------------------------------------------------------------------- 7 -------------------------------------------------------------------------- Q= 34.6 <<< SOURCE >>> Pt 32.5 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly 111 L/L\V 14 -L1. .J. L\L� L LJL..L'4114111 L11\Lli )L 1\11'41\.LLL\ 111 LL\t1U I, -L -i - - ...J U UL1111 P1 ENGINEERS : William F. Squyres, Jr. (530) 345-1012. ADDRESS : P.O. Box 3176, Chico, CA 95927. DATE : 10-13-2006 FILE : C:\RESDEN44\ALVAREZ.RES JOB : Residential 2 heads flowing PSI 100 90 80 70 60 50 c 401 30 20 10 0 FIRE SPRINKLER HYDRAULIC GRAPH 10 15 20 25 o Supply Curve Static 45.0 Resid 40.0 Flow 30.0 30 35 40 45 50 FLOW - Gpm 0 Demand Curve Copyright: Hydronics Engineering, 2004. 34119 Fremont B1, Suite 609, Fremont, CA. 94555. (800) 845-9819. Avl Pr : 38.5 @ 34 Req Pr : 32.5 @ 34 Pr Cush: 6.0 NOTES: 1. System to be installed per N.F.P.A. 13D, Manufacturers specifications, and local A.H.J. 2. System provides protection in selected areas only as per N.F.P.A. criteria 3. All piping to be "listed" CPVC or equiv. 4. Pipe hangers to be "Tolco" or equiv. 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8. Heads to be Reliable F1 Res 49 ccp Flows based on a 16'X16' grid pattern. (see attached talcs. And spec. sheets) 9. All pipes to be 1" diameter unless otherwise noted. 10. All ceilings are flat and 9'0" in height, unless otherwise noted 11. "Tolco" pipe hanger spacing per attached manufacturers spec. sheet. 12. Total heads required = 8 13. Future Additions of heat sources, like gas or wood burning stoves, should be installed according to N.F.P.A. 13D residential sprinkler installation guide. y fir roto, ton :0 3 �, Lit. No.y 5i'0i AP C-9 Ei I P` Cl eco �'I --tai 5 k.- i y BIS rTC COUNT AP'R 17 � 1Z g W" a� b 45 d DRAWN &,: CHECKED DATE — < SCALE JOB NO. .P\L-v kVA+; z -- SHEET OF SHEETS 3EArA5 So kWb f o kL NGiIkV5 IZCQ0 WV") W" a� b 45 d DRAWN &,: CHECKED DATE — < SCALE JOB NO. .P\L-v kVA+; z -- SHEET OF SHEETS 9 BUTTE COUNTY DEC 01 2005 UEVELOPME V Kr 6X c-, IV 1 PORCH �z x 3 1 IN 1� CA S- e P/) L K) A s a, t v I L. W'l .............. ............ ... If3 24 LL- JSUPre)12 T- 0 r,� in FVEW-H .......... D BUTTE COUNTY 13UILDING DIV1,Sjolq -Muvtu -------------- ----- -- "NITY13UTTE 'PUTTS. 7' 1 COUNTY ELECTRICAL, PLUMBING, SUILD1, c J]SION DEC 0 12006 AND MECHANICAL & -a Ap ROVED DEVELOPMENT PLAN CH 0,4 SERVICES 00/0 RJ -W FT"ANOM 50R -NfO ADD IT16PFJ A L\/.& �, G: I- M. 1) Af APPROVED MY: I \NALLS SCALE: DRAWN NY, DATE: REVISED CALE D Tt A DRAWING NUMSER /Jl va �e .