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Home My WebLink About047-090-00493-360 - MADEROS, -MATTHEW "Y .6435 CANA HWY, CHICO , MH .UTILITIES RELEC - -- __ -- - --i GAS COMPACTION TEST REQ SUPPORT STRUCT REQ - 047 -09-0-004 95-1904 E MADROS,, MattL - C-5 6435 Cana Hwy, Chico (security light & ser well elec) 047- 04 00-2669 GINOCHIOI �0 ' 6435 CANA HWY. ZnfQQ CONTR: KEVIN SULLIV ' �,' j MOBILE HOME UITLITIES ELECTRIC GAS COMPACTION TEST REQ SUPPORT STRUCTURE REQ 047-090-004 00-2978 GINOCHICO, RON r. -h 4 y/aV/a/ 6435 CANA HWY., CHICO CONTR: KEVIN SULLIVAN MOBILE HOME INSTALLATION RESIDENTIAL i SFD-Custom/Model NSF (1766) GAR (522) OPEN (190) 6435 CANA HWY SANTOS, EVARISTO & LUZ MARINA g()&-334 Ae�� ptc,.& o ') rvk v to-cyk0f'00 f 0..90 07_ ?,90, 35 Calfa. tiWY 0 �,9 �.« v+r., .. F � �i titt!-�'', .,:-�-.-. , _ •-,- fir, �'ii�e �.a �. i C-1}, Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538-2140 Facsimile www. butteco u nty. n et/d ds PLAN CHANGE G� RECHECK ❑ Owner's Name: �� S AP#: 0,41'11 — 41/%��_ BP#:=.�� Received By:)F- Date: `j�" �� Time: Contact Person & Phone Number: G2G PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice — Inspector's Name: Q"Response to Plan Check Letter - Plans Examiner's Name: *Submit two (2) drawings reflecting the plan change or recheck for plan review. If engineering is involved, the. engineer or 'architect must put his. requirements on these drawings and wet stamp and sign two sets of engineered drawings. Drawings must clearly show changes proposed and locations involved: WHEN APPROVED: ❑ Call and hold for pick-up. ❑ Deliver with Next Inspection ( for 8 1/2 X 11 only) Minimum plan change fee to be collected at time of submission, plans examiner will determine if additional plan checkin fees are needed: l IA_ � L1�S ❑ Mi $118. paid. f l ❑ Additional Fee Amount: Receipt #: Revised 6/07 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR)#: (530) 538-4365 OFFICE #: (�30) 538-760i FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 6435 CANA HWY Owner: Permit No: B08-1334 APN: 047-090-004 SANTOS, EVARISTO & LUZ MA DB R3 Dwelling -Custom, Model 0 Issued Date 04/14/2009 By: TMP Permit type: RESIDENTIAL 6435 CANA HWY Subtype: SFD-Custom/Model CHICO, CA 95973 Expiration Date: 04/14/2010 Description: NSF (1766) GAR (522) OPEN (190) (530) 342-1260 Occupancy: R-3 Zoning: A40 Contractor Applicant: Square Footage: LUIS NOGALES Building Garage Remdl/Addn PO BOX 3613 1,766 522 HAMILTON CITY, CA 95951 Other Porch/Patio Total (530) 828-9020 1 190 2,478 FEE INFORMATION Ag Com Building Permit Clearan $36.50 Ag Com Building Permit Clearan $36.50 DB R3 Dwelling -Custom, Model 0 $1,192.83 DB R3 Dwelling -Custom, Model 0 $1,789.25 DB Returned Check Fee $25.00 DB SMIP RESIDENTIAL $12.93 DBEH Building Review Fee $78.90 DBFIRE Fire Inspection (SRA) $0.00 LICENSED CONTRACTOR'S DECLARATION - Contractor (Name) State Contractors License No. / Class / Expire; I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, ar�d my license is in full force and effect. X 04/14/2009 Contractors Signature Date WORKERS',COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: have and will maintain a certificate of consent to setf-insure for workers' r-1 c., mpensation, Issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. hav and will maintain workers' compensation insurance, as required by Section 3700 El If the eLabor Code, for the performance of the work for which this permit is issued. My workers' Carrier. Policy Exp. Date: EJI certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 04/14/2009 Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND. SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I CONSTRUCTION LENDING AGENCY DECLARATION I I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address Lenders Name & Address City State Zip DBFIRE SRA Fire Plan Review (S $107.00 I otal Charged: $3,278.91 Fees Paid: $3,278.91 Balance Due: $0.00 Receipt No: B8873 OWNER [BUILDER DECLARATION ' I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): 1, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors! State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). 1, as owner of the property, am exclusive - ly contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempt from licensure under the Contractors' State License Law for the reason: 04/14/2009 PERMIT APPLICANT DECLARATION By my signature below, I certify to each of thefollowing: I am U a California licensed contractor or (4, J.the property owner* or U authorized to act on the property owner's behalf**. I have read this construction permit application and the information I have provided is correct I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property pfor nspection purposes. California Licensed Contractor, Property Owner* or Authorized 04/14/2009 Wa—me of 1126imfittee JSIGNI] Print Date FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds PLEASE PRINT CLEARLY PERMIT NO. BIN # "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name I First Name '? o G Mailing Address 3 S-- Cawti (tJ City CO State Zip P ne �� O Fax E ail APPLICANT SIGNATURE X PROJECT LOCATION AP# 64.?— o — Property Address &q-3 City .c1 �3 i I WORKER'S COMPENSATION I Policy Number Carrier Nhiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: 17/ c32a� r $ Q7& 6 v� Sq FT- Liv g 1 ] G rage 522 Open Cov g ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): OARD FlA, i2 CONTRACTOR Name Ar 11-0 -SS Address City State Zip Phone Zip Fax E-mail Fax Lic. # Class APPLICANT SIGNATURE X PROJECT LOCATION AP# 64.?— o — Property Address &q-3 City .c1 �3 i I WORKER'S COMPENSATION I Policy Number Carrier Nhiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: 17/ c32a� r $ Q7& 6 v� Sq FT- Liv g 1 ] G rage 522 Open Cov g ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): OARD FlA, i2 ARCHITECT/ENGINEER Name Ar 11-0 -SS Address Address City Lo Zip 3 State CA Zip Phone 3 n �e Fax E-mail State License Number APPLICANT SIGNATURE X PROJECT LOCATION AP# 64.?— o — Property Address &q-3 City .c1 �3 i I WORKER'S COMPENSATION I Policy Number Carrier Nhiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: 17/ c32a� r $ Q7& 6 v� Sq FT- Liv g 1 ] G rage 522 Open Cov g ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): OARD FlA, i2 APPLICANT INFORMATION Name Ar 11-0 -SS Address City State ��- Zip 3 Pho ® Fax E-mail APPLICANT SIGNATURE X PROJECT LOCATION AP# 64.?— o — Property Address &q-3 City .c1 �3 i I WORKER'S COMPENSATION I Policy Number Carrier Nhiring anyone other than licensed contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: 17/ c32a� r $ Q7& 6 v� Sq FT- Liv g 1 ] G rage 522 Open Cov g ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): OARD FlA, i2 BUTTE COUNTY SCHOOL FEE CERTIFICATION FORM (One form per Building) School Distri.&: Chico Unified School District Building Permit Number: B08-1334 Tax Rate Area No: -Oa� Assessor's Piocel Number (s): 047-090-004 Jurisdiction: County Property Owher (s): SANTOS, EVARISTO & LUZ MARINA Project Location/Address: 6435 CANA HVff CHICO Type of Development Residential D evelopment: Sq. Footage: 1,766 No of Living Mobile Home Additiom' 4Supplemcrital to units fristallation Conversion Permit # Cr. Demo - existing 600 *(No Foundation Inspection) sq. ft. Net total sq. ft. Deed Restricted Sq. Footage: 0 simed copy of Deed Restriction and N tice of Limited Use Facility Document CommerciaWfidustrial: =New Addition Sq. Footago- Project Description: NS GAR (522) OPEN (190) Oncludinq t:xterlDr Roofed AreaT � 01 qh'f A \' U�, , '. 12/29/2008 Building bepartment RepreseVative Date District Indentification No. 09013,2 1C,0 PQ School District certifies that WL-,)9de,:2 (�'ayor) Address) (City) (State) (Zip Code) (7 g — 9Cp_-;Z> (Phone Number) has compUed with the requirements of Resolution No. 1009—D by payment of $ 34 .ol representing square feet. AB 2926 $ FULL MITIGATION $ LO 3 School District Represent-9tiwe 1 Date Paid by Check # Remarks: 4,6T) Vtj rNpyrvo- Notice: You may protest the imposition of the fees identified above by surnitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 11, subsequent to the School District Represe ive signing this Butte County Schools Impact Fee Certification korm, the Schoo= District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (School District) Yellow (Buildine Denartment) Pink (Annlicant) DDS School Fee Fonn rev'd 3. 1 O.OR BUTTE COUNTY DEVELOPMENT FEE ° 0TTF° CERTIFICATION FORM ° �°a ° ° ° Chico Area Recreation District° COV Assessor's PaMel Number (s): 047-090-004 Building Permit Number: B08-1334 Property Owner (s): SANTOS, EVARISTO & LUZ MARINA Project Location/Address: 6435 CANA HWY CHICO Project Description: NSF (1766) GAR (522) OPEN (190) Type of Residential Development Permit Type: RESIDENTIAL Permit Subtype: SFD-Custom/Model Building Type: New Single Family Dwelling New/Additional Sq Ftg: 1,766 Certificate of Existing Square Footage Existing Sq Ftg: 600 MH Replacement: Existing Construction Type: Residential- Mobile/Manufactured Home Demo Permit Issued?: Demo Permit Issued Date: Verified by Building Records: Building R Verified by Assessment Records: Comments: Replacing mobile home with single family dwelling Alt= B ilding 6 'artmen epresentative 12/29/2008 Date ❑ FRRPD ❑ CARD ❑ PRPD ❑ DRPD certifies that: Urts+ Sn-.."S 530' 8Z� -g6Ly Applicant Name Phone Number 614f3 S' (- Mailing Address City State Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ j 3'��• UO per unit for a total of $ Square Feet @ $, Remarks: per sq foot for a total of $ Paid by Check No: / Paid by Cash: Receipt No: R reati and Parktitrict esentative II 3�S'.vo Date 033784 -33 -04/08/09 -Check 2375.00 l�U► a s -b Si�n�-�'-- r � �,rmi sem. r t t Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * PLANNING October 04, 2008 Evaristo Santos 6435 Cana Hwy Chico, CA 95973 Assessor Parcel Number: 047-090-004 Building Permit Number: B08-1334 (New Single Family Residence) Thank you for submitting plans for your building project. The plans have been reviewed and comments are listed below. Please respond in writing to each item by letter or by completing and returning a Plan Review Response Form. Your complete and clear response will expedite the re -check and approval of this project. CO NTS: /Note on the plans: For all PEX installations, a completed "REQUEST TO USE PEX WATER PIPE" form must be submitted and approved by the Building Official. ovide attic access with minimum opening of 20"x 30" on the floor plan. (2007 C.B.C, section - 1209.2) how locations of heating and air conditioning units. 4. Note the minimum requirements for the concrete slab at the house and the garage areas as per 2007 C.B.C, section 1910. Note that a vapor retarder is required for both areas. ote on stairs the minimum headroom clearance of 80", maximum rise of 7-3/4", minimum tread depth of 10", and specify handrail heights. See 2007 C.B.C, section 1009. /��Provide WS -5R kitchen lighting work sheet with the Title 24 energy calculations. eed to provide interior footing for conventional light framed construction when the plan dimension is over 50 feet. See the 2007 C.B.C, section 2308.3.4. 8. Submit two new corrected sets of plans and calculations. If you wish to discuss any of these comments, please call (530) 538-7541 between 8:00 a.m. and 5:00 p.m., Monday through Friday. Jim Peterson Plans Examiner iepeterson@buttecouniy.net cc: Bob Metzger; Designer Philo Hunt, P.E. Plan Check Engineer phunt@buttecounty.net R CORDING REQUESTED BY WHEN RECORDED RETURN TO BUTTE COUNTY PUBLIC WORKS LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965-3397 ENT �:>Ooa-001 6607 Recorded I REC FEE 17.00 Official Records I County of I Butt CR3QU I e6RLIBBS I County Clerk-Recorderl I r" I BW 09:28AN 01 -Kay -28 I Page 1 of 4 Space Above This Line for Recorder's Use Only " e A.P.N.: 047-090-004, 005, 006, 009 and File No.: () 010 LOT LINE ADJUSTMENT GRANT DEED This is a conveyance of a lot line adjustment and the consideration and value is less than $100,R&T 11911. The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $0.00; CITY TRANSFER TAX $0.00; SURVEY MONUMENT FEE $ computed on the consideration or full value of property conveyed, OR computed on the consideration or full value less value of liens and/or encumbrances remaining at time of sale, X unincorporated area; ( ) City of, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Ronald Ginochio and Sally N. Ginochio, husband and wife hereby GRANTS to Ronald Ginochio and Sally N. Ginochio, husband and wife as community property the following described"property in the Unincorporated area of , County of Butte, State of California: See attached descriptions labeled Lot One and Lot Two Dated: 04 / 15 / 2008 (5bi Ronald Ginochio Sally N. G' ochio Mail Tax Statements To: SAME AS ABOVE r 047-090-004 and 047-090- Grant Deed - continued File No.:0401-2485551 and 047-090-006 and 047-090- (JM) /and 047-090-009 I ., Date: 04/15/2008 STATE OF 1* )SS COUNTY OF ) ` On �(� 1 � � 20 0 , before me, J 0V1 V1 t M tt j&t, � , Notary Public, personally appeared IV%O JI 0 c 1\ IN C'1 i n � c,Lt i c7 , who proved to me on the basis of satisfactory qvidence,to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) 'on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature My Commission Expires: Notary Name: Notary Registration Number: OMYCOJENNIFER MACKALL Commission # 1609930 MM. Notary Public - California BuRe County Expires Oct 27, 2009 This area for official notarial seal Notary Phone: County of Principal Place of Business: Page 2 of 2 Description of LOT ONE LOT LINE AIDJJS'TMEENT NO. 06-0050 for f ` RONALD GINOCHIO and SALLA' N. GINOCHIO All that certain real property situate in the County of Butte, State of California, described as follows: A portion of Lots "C", "D", "F", "G", "O" and the "Joseph A. Dillon" lot as shown on that certain map filed for record February 22, 1875 in Map Book 1 at Page 14, Butte County Records, also being a portion of Section 20, Township 23 North, Range 1 West, Mount Diablo Meridian;, and being more particularly described as follows: Beginning at the northwesterly corner of said Lot "C" as shown on said Map and as described in that certain Certificate of Merger on file as Document Number 2001-0060192, Butte County ; Records, said point being located on the southerly line of Cana Highway; thenceNorth 88`45'00" East, along the north line of said Lot "C" a distance of 72.21 feet; thence South 08' 13'44" East a distance of 56.82 feet; thence South 37' 19'33" East a distance of 65.08 feet; thence South 47'53'07" East a distance of 57.18 feet; thence South 31 °35'25" East a distance of 73.89 feet; thence North 88"24'05" East a distance of 47.49 feet; thence South 00"0257" East a distance of 111.24 feet; thence South 27'36'49" East a distance of 24.73 feet; thence South 30°01'53" West a distance of 86.36 feet to a point on the westerly line of said "Joseph A. Dillon" lot; thence North 27'36449" West, along the westerly lines of said "Joseph A. Dillon" lot, Lots "H', "G", "F", "O" and "C" a distance of 467.55 feet to the point of beginning and containing an area of 0.74 acres, more or less. The purpose of this deed is to effect a lot line adjustment as approved by the County of Butte on December 5, 2007. No additional lots or parcels are created hereby. The scope of review of said lot line adjustment was limited as specified in Government Code Section 66412(d), and approval of it does not constitute that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. GINOCHIO 05-222 March 26, 2008 Sheet 1 of 1 7il f . Description of LOT TWO LOT LINE ADJUSTMENT NO. 06-0050 for RONALD GINOCRIIO and SALLY N. GINOCHIO All that certain real property situate in the County of Butte, State of California, described as follows: A portion of Section 20, Township 23 North, Range 1 West, Mount Diablo Meridian; being more particularly described as follows: Commencing at the northwesterly corner of Lot "C as shown on that certain map filed for record February '22, 1875 in Map Book 1 at Page 14, Butte County Records, and as described in that certain Certificate of Merger on file as Document Number 2001-0060192, Butte County Records, said point being located on the southerly line of Cana Highway; thence North 88°.45'00" East, along said southerly line, a distance of 72.21 feet to the true point of beginning for the parcel herein described; thence thence North 88'45'00" East a distance of 579.88 feet to the northeast corner of Lot 1 as shown on said map and the northeasterly comer of Parcel 1 as described in said Certificate of Merger; thence South O1' 15'00" East, along the easterly line of said parcel, a distance of 208.71 feet; thence South 85°20'03" West, along the southerly line of said parcel, a distance of 316.71 feet to a point on the easterly line of the "Joseph A. Dillon" lot as shown on said map; thence South 27°36'49" East, along the easterly line of said lot, a distance of 201.45 feet to the southeasterly corner of said lot; thence South 62°23'11" West, along the southerly line of said lot, a distance of 241.00 feet to the southwest comer of said lot; thence North 27°36'49" West, along the westerly line of said lot, a distance of 87.00 feet; thence North 62°23'11" East, along the northerly line of said lot, a distance of 41.05 feet; thence North 30°01'53" East a distance of 86.36 feet; thence North 27'36'49" West a distance of 24.73 feet; thence North 00°02'57" West a distance of 111.24 feet; thence South 88°24'05" West a distance of 47.49 feet; thence North 31 °35'25" West a distance of 73.89 feet; thence North 47'53'07" West a distance of 57.18 feet; thence North 37" 19'33" West a distance of 65.08 feet; thence North 08° 13'44" West a distance of 56.82 feet; to the point of beginning and containing an area of 3.54 acres, more or less. The purpose of this deed is to effect a lot line adjustment as approved by the County of Butte on December 5, 2007. No additional lots or parcels are created hereby. The scope of review of said lot line adjustment was limited as specified in Government Code Section 66412(d), and approval of it does not constitute that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. GINOCHIO 05-222 March 26, 2008 Sheet 1 of 1 CONDITIONS OF APPROVAL Ronald & Sally Ginochio, Lot Line Adjustment, LLA06-0050, 047-090-004, 005 006 0 010: 09, Lot Line Adjustment between two parcels to confine a hobby vineyard to APN 047-090-010 and a dwelling to APN 047-090-004, located 6435 Cana Highway about 500 feet west of Cana Pine Creek 1. Deeds and plats (if required) shall be submitted to the Department of Public Works, Land Development Division, for checking and approval prior to recordation and shall contain the notes specified .below. Include a legal description signed by a registered civil engineer �ficensed prior to 1982 or a professional land surveyor., 2V Provide documentation from a title company on the applicant's choice verifying any deed of trust affected has been partially re -conveyed or modified to reflect the lot line adjustment and to prevent the creation of any additional lot or parcel. Prior to recordation of deeds, provide documentation verifying payment of taxes as reguired by Subsection (b) of Section 20-95 of the Butte County Code and as specified in Article 8 of / Chapter 4 of Division 2 of Title 7 of the Government Code, commencing with Section 66492. 4.1 The merger of parcels 047-090-00 recorded prior to recordation of this lot line ne dj5 and 0us ment LLA06-0050. 06 as described by ER07-0010 shall be Relocate any part of the existing leach line on Lot One that lot line, or that lies in Lot Two, under permit issued by Environmental ntall Healtn fiveh5) feet of the new. Deed Note. (To be placed on any deed to effect lot line adjustment) The purpose of this deed is to effect a lot line adjustment as approved by the County of Butte on The'above described lands are to be combined with and become a part of those lands as described in the deed to Butte County Official records at Serial Number as filed for record in at PageBook No additional lots or parcels are created hereby. The scope of review of said lot line adjustment was limited as specified in Government Code Section 66412(d), and approval of it does not constitute assurance that future applications for building permits or other land use entitlements on the modified lots or parcels will be approved by the County of Butte. Plat Note (to be placed on any required Plat) This plat does not constitute a legal description of the lots or parcels depicted and does not show all easements of record on or affecting said lots or parcels. Lot Line Adjustment Conditions of Approval - Butte County Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B08-1334 Date: 07/14/2008 Location: 6435 CANA HWY By: KEJ Parcel Number: 047-090-004 Sub Type: SFD-Custom/Model Owner Name: GINOCHIO, RONALD & SALLY N Phone: Description: NSF (1766) GAR (522) OPEN (190) The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS � ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 F-1 LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 171 F-1 City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969.7 (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions n / City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 `gEl Other: � "d for VY04 0 S T m ci Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: LW)L=I/,�fr Date: 07/14/2008 FILE SCHOOL DISTRICTS � Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 171 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969.7 (530) 872-6400 OTHER Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions n / City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 - (530) 868-5447 `gEl Other: � "d for VY04 0 S T m ci Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: LW)L=I/,�fr Date: 07/14/2008 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B08-1334 Job Address: 6435 CANA HWY Contractor: Printed: 07/14/2008 2:41 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt Ag Com Building Permit Clearan 00104600014612200-1010 $36.50 07/14/2008 $36.50 DB R3 Dwelling -Custom, Model 0 DBF R3 DWLNG CSTM/MDL Plan Ch 0010-440001-4210501-10101 $1,192.83 07/14/2008 $1,192.83 DBF R3 DWLNG CSTM/MDL Insp Fe( 0010440001-4210502-10101 $1,789.25 DBEH Building Review Fee 0021-540013-4614901-10101 $78.90 07/14/2008 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-10101 $0.00 DBFIRE SRA Fire Plan Review (S 0100-4500014617240-10101 $107.00 07/14/2008 $107.00 DBSMIP Residential 1001-0-280-1011298 $12.92 39217.40 $19415.23 Printed By: Kourtni Graham Balance Due: $1,802.17 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fees may change during the plan checking process. Signature:__ tf�r,u►%��il,� Date: 07/14/2008 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. n 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 n income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not cavy out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of lndustrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. I PERSONALLY PLAN O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. ( 91 OR NO) 2. (HAV /HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. 1 HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY. PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I HAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: NSF (1766) GAR (522) OPEN (190) Reference Number: B08-1334 Applicant Name: LOUIS NOGALES Owner's Name: LY -N E\JaMiO SN&Z, AP ; Signature of Property Owner: �l�ao, Date 047-090-004 a�vivi viivv •, uiaavvi. LVO-1JJY Location: 6435 CANA HWY Parcel Number: 047-090-004 Owner Name: GINOCHIO, RONALD & SALLY N Applicani: LOUIS NOGALES Description: NSF (1766) GAR (522) OPEN (190) 1J0.1G. V //lY/LVVO By: XEJ Sub Type: SFD-Custom/Model Phone: Phone: (530) 828-9020 Butte County requires a pre -construction inspection to pro -actively provide the fire departments requirements to the property owner. Your property is located within the Local Responsibility Area (LRA) of Butte County. All development within the LRA is required to meet the below requirements: California Fire Code (Residential fire flows/fire sprinklers, LPG tank protection) Requirements prior to scheduling the pre -inspection: Full plan submittal to Butte County Development Services -Building Division Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6226. For the pre -inspection, the property owner or authorized agent (contractor) is required to meet the inspector at the construction site. I have read and understand the above pre -inspection requirements. 07/14/2008 Date Rev'd 3/3/08 14,2r_,�Mr Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buffefire.org/FireDrevention/protplan/protplan.htmi FILE Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1334 Date: 07/14/2008 Location: 6435 CANA HWY Parcel Number: 047-090-004 Owner Name: GINOCHIO, RONALD & SALLY N Phone: Description: NSF (1766) GAR (522) OPEN (190) Signature of Applicant: P,4,21m q a Date: 07/14/2008 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds � — National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1334 Date: 07/14/2008 Location: 6435 CANA HWY By: KEJ Parcel Number: 047-090-004 Sub Type: SFD-Custom/Model Owner Name: GINOCHIO, RONALD & SALLY N Phone: Description: NSF (1766) GAR (522) OPEN (190) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts 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 Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: 6^�YtL� �LZE Title: U rie.Y FILE Date: 07/14/2008 OLP C' 4r, (6 CORDING REQUESTED BY Mid Valley TItle & Escrow Company AND WHEN RECORDED MAIL DOCUMENT AND TAX STATEMENT TO: Evaristo Santos and Luz Marina Santos 6435 Cana Highway Chico, CA 95973 A.P.N.: 047-090-004 (PORTION) and 047- 090-005 (PORTION) and 047-M-006 (PORTION) and 047-090-010 (PORTION) GRANT DEED Above ThlA Line ftr Reconfer's Ume 0* The Undesigned GrantKs) Dedare(s): DOOMWARY TRANM TAX $4LW, aTY TRAMFER TAX $0.01k, SURVEY MONUMBIr FM $0.00 r x I =puted an tM mWenatlon or U value of WWW COMMYed, OR Ffle No.: 0401-308388S (DF) QwWutW on ft cwWdo0w or full value Iez value of Hens and/or axwnbrmm rewaNM at Wne of sale, x unbcoMorated area; ( ] Ofty of Cdco, and � * FOR A VAWABLE CONSIDERATION, receipt of which Is hereby acknowledged, Ronald Ginochlo and Sally N. Ginochlo, husband and Wife as community property hereby GRANTS to Evaristo Santos and Luz Marina Santos, husband and wife as joint tenants the following described property In the Unincorporated Area of Chico, County of Butte, State of California: A PORTION OF LOTS"C","D", mr, -Gn, -0- AND THE -30SEPH A. DILLOW LOTASSHOWN ON THAT CERTAIN MAP FILED FOR RECORD FEBRUARY 22, 1875, IN MAP BOOK 1, AT PAGE 14, BUTTE COUNTY RECORDS, ALSO BEING A PORTION OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 1 WEST, MOUNT DIABLO MERIDIAN, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT uC* AS SHOWN ON SAID MAP AND AS DESCRIBED IN THAT CERTAIN CERTIFICATE OF MERGER ON FILE AS DOCUMENT NUMBER 2001-0060192, BUTTE COUNTY RECORDS, SAID POINT BEING LOCATED ON THE SOUTHERLY LINE OF CANA HIGHWAY; THENCE NORTH 88 DEG. 45'00- EAST, ALONG THE NORTH LINE OF SAID LOT "Cn A DISTANCE OF 72.21 FEET; THENCE SOUTH 08 DEG. 13' 44 - EAST A DISTANCE OF 36.82 FEET; THENCE SOUTH 37 DEG. 19- 33- EAST A DISTANCE OF 63.08 FEET; THENCE SOUTH 47 DEG. 53'07u EAST A DISTANCE OF 57.18 FEET; THENCE SOUTH 31 DEG. 35'25" EAST A DISTANCE OF 73.89 FEET; THENCE NORTH 88 DEG. 248 050 EAST A DISTANCE OF 47.49 FEET; THENCE SOUTH 00 DEG. 02' 57- EAST A DISTANCE OF 111.24 FEET; THENCE SOUTH 27 DEG. 36' 49' EAST A DISTANCE OF 24.73 FEET,' THENCE SOUTH 30 DEG. 01'530 WEST A DISTANCE OF 86.36 FEET TO A POINT ON THE WESTERLY LINE OF SAID "JOSEPH A. DILLOW LOT,' THENCE NORTH 27 DEG. 36- 49- WEST, ALONG THE WESTERLY LINES OF SAID "30SEPH A. DILLOW LOT, L07S -H-, -G-, -F-, -0- AND -C- A DISTANCE OF "7.55 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL IS PURSUANT TO A LOT LINE ADJUSTMENT APPROVED BY THE COUNTY OF BUTTE, BY DEED RECORDED MAY 1, 2008 AS SERIAL NO. 2008-0016607 OF OFFICIAL RECORDS. Mail Tax Statements To: SAME AS A13OVE 200S-00a246a Rica,ded I FEC FEE 11.00 BUTTE Official Records I TAX 41.80 COUNTY Countl of I MUIN PMER 19.811 hte I JUL'i 1ARM J. GRIM I Cooty Clerk-Recorderl I JEVELOPMENT SERVICES I CP 89:WX 12 -Jun -MB I page I of 2 GRANT DEED Above ThlA Line ftr Reconfer's Ume 0* The Undesigned GrantKs) Dedare(s): DOOMWARY TRANM TAX $4LW, aTY TRAMFER TAX $0.01k, SURVEY MONUMBIr FM $0.00 r x I =puted an tM mWenatlon or U value of WWW COMMYed, OR Ffle No.: 0401-308388S (DF) QwWutW on ft cwWdo0w or full value Iez value of Hens and/or axwnbrmm rewaNM at Wne of sale, x unbcoMorated area; ( ] Ofty of Cdco, and � * FOR A VAWABLE CONSIDERATION, receipt of which Is hereby acknowledged, Ronald Ginochlo and Sally N. Ginochlo, husband and Wife as community property hereby GRANTS to Evaristo Santos and Luz Marina Santos, husband and wife as joint tenants the following described property In the Unincorporated Area of Chico, County of Butte, State of California: A PORTION OF LOTS"C","D", mr, -Gn, -0- AND THE -30SEPH A. DILLOW LOTASSHOWN ON THAT CERTAIN MAP FILED FOR RECORD FEBRUARY 22, 1875, IN MAP BOOK 1, AT PAGE 14, BUTTE COUNTY RECORDS, ALSO BEING A PORTION OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 1 WEST, MOUNT DIABLO MERIDIAN, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWESTERLY CORNER OF SAID LOT uC* AS SHOWN ON SAID MAP AND AS DESCRIBED IN THAT CERTAIN CERTIFICATE OF MERGER ON FILE AS DOCUMENT NUMBER 2001-0060192, BUTTE COUNTY RECORDS, SAID POINT BEING LOCATED ON THE SOUTHERLY LINE OF CANA HIGHWAY; THENCE NORTH 88 DEG. 45'00- EAST, ALONG THE NORTH LINE OF SAID LOT "Cn A DISTANCE OF 72.21 FEET; THENCE SOUTH 08 DEG. 13' 44 - EAST A DISTANCE OF 36.82 FEET; THENCE SOUTH 37 DEG. 19- 33- EAST A DISTANCE OF 63.08 FEET; THENCE SOUTH 47 DEG. 53'07u EAST A DISTANCE OF 57.18 FEET; THENCE SOUTH 31 DEG. 35'25" EAST A DISTANCE OF 73.89 FEET; THENCE NORTH 88 DEG. 248 050 EAST A DISTANCE OF 47.49 FEET; THENCE SOUTH 00 DEG. 02' 57- EAST A DISTANCE OF 111.24 FEET; THENCE SOUTH 27 DEG. 36' 49' EAST A DISTANCE OF 24.73 FEET,' THENCE SOUTH 30 DEG. 01'530 WEST A DISTANCE OF 86.36 FEET TO A POINT ON THE WESTERLY LINE OF SAID "JOSEPH A. DILLOW LOT,' THENCE NORTH 27 DEG. 36- 49- WEST, ALONG THE WESTERLY LINES OF SAID "30SEPH A. DILLOW LOT, L07S -H-, -G-, -F-, -0- AND -C- A DISTANCE OF "7.55 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PARCEL IS PURSUANT TO A LOT LINE ADJUSTMENT APPROVED BY THE COUNTY OF BUTTE, BY DEED RECORDED MAY 1, 2008 AS SERIAL NO. 2008-0016607 OF OFFICIAL RECORDS. Mail Tax Statements To: SAME AS A13OVE A.P.N.: 047-090-004 (PORTION) and 047-090-005 (PORTION) and 047- 090-006 (PORTION) and 047-090- 010 (PORTION) Dated: 05/30/2008 Ronald Ginochio Grant Deed - continued Ale No.:0401-3083885 (DF) ally N. Gind6hio Date: 05/30/2008 Notary who proved to me on the basis of satisfactory evidence to be the perso ) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same In his/her/their authorized capa&Kles), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument: I certify under PENALTY OF PERIURY under the laws of the State of California that the foregoing paragraph Is true and correct. WITNESS my hand and official seal. MMMMORM- IraDENISE HALLGREN COMM. i 1775056 COUNTY p NWMY iN comm EVIM Nov. 8, 2011 Mls area 1br oA9dal notarial seal Notary Name: Notary Phone: Notary Registration Number: County of Principal Place of Business: NOTES - • I 1 RESIDENTIAL A 1 047-090-004 00-2978 GINOCHICO, RON I 643 5, CANA HWY., CIRCO i CONTR:- KEVIN SULLIVAN MOBILE HOME INSTALL TION THE HC FORM 433A FOR M _ OT BE RECORD UNTIL ONE THE FOLLOWING HAVE BEEN TUR IN , THE BLDG DIV: i (1) LICENSE P (S) or DECAL(THE INSPECTO S TRIEVE) ' (2) STATEM OF FACT NLY-ON NEW S) INSPECTOR VERIFY SERIAL & LABEL #'S SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER CHECKED BY OFFICE COPY AddressCAW4 GAS Meter By Date ELECTRIC Meter By Date JOB FINALED (Date) Signature _� ✓ = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (� Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ f' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Stab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Ramex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes p No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE H ME INSTALLATION (Plans) OK except ti's opi< Requirements -Setbacks -Easements qffog Size -Spacing -Marriage Line Gas;_MH-Test-Demand-Valve-Connector &Rectricity; MH Test -Crossovers -Breakers -Clearances 5 --Brain; MH Test -Fall -Flex Connector MH Test -Regulator -Connector aJe(and Sewer Connected -C/O to Grade -HD Approval ',_WGas and Electricity Tagged t-0 Tie Downs -Type -Installation Can. 10. Exits; Insp.-Sketch 11. Can. of Occupancy 12. Permanent Foundation Only; License Decal Date%-'rj 1 Card B-1 Date Card B-1 Dat- Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 sx, 4 .S0 7�a0�'7 pvS ft! Ktl. # ff 0 i COUNTY OF BUTTE: { BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 ' 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE a OWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ffi9MI/ Afl- 47 r, :tea. Y v ' N CZ Date- ar Inspector / REV 10/92 6� ti x R 1r 3 y � i fra 1a + ryl cf bb tis jL t 7Fe J t y a,1,tlA rL q$ i j��'yRJ �k iru �'� � 'drertli yt'� r�t�•t L'gtsbt��y .f{�., L ... Syrs ,25 i t I i rt r6r' MOBILEHOME'INSTALLATION ,ACCEPTANCE, COUNTY OF BUTTE `� r .DEPARTMENT,'OF'DEVELOPMENT SERVICES' B.UIL`DING DIVISION=7,'COUNTY=CENTER DRIVE T,0ROVILLE CA 95965--PHONE (916)538 7541' ` PERMIT NO Owners Name i st r 4!f 3 �iZ_- r Address i f Mobdehome3a Year o i qy Y i Manufacturer, Manufacture Sepal number < ° orf % Inslgma or-.• orV I N." �F ,,ter A HUD number y h ' Official apProving Installation , .{ f Date: } �, t. i tat r �� t (� ''y� "��: •�; If the mobllehome is moved or.relocated .the mobllehome-installation acceptance shall become invalid Thts form.shall not be used.when the, mobllehome Is Iristslled on a`foundation� system�. t tr, 5138 y White Owner .Yellow Installer Pink Bldg Gold=Assessor �i fr G .. N' 7 •� P '�.h� A .e` i t ;y rY [ �'` .! ,- -_ iti > �`/ )/{ z e5�`>tft . ii�/ri&,�•t0�t.QR'lr� tt�' ky t a ��t•�,di��r,�tje<�s-'"� r • - 4'; 40K I MI III r , , f� . . ft , R �, x M;O 6EHOME INSTALLATION:ACCEPTANCE _.. Qv .�� r�tir, `` COUNTY OF -BUTTE r , t '� o DEPARTMENT.,:OF-DEVELOPMENT SERVICES k * F , J 'J. 7 COUNTY CENTER DRIVE (916)535.4BUILDIN&DIVISION ILLEGA,5965PHONEORO 1 E PRMITNOAPN x� 7 COUNTY CENTER DRIVE (916)535.4BUILDIN&DIVISION ILLEGA,5965PHONEORO 1 E PRMITNOAPN - If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid This.form shall not be used when the ffAilehome is installed on a foundationsystem } ` 5136 Wh te,•owner, Yellow Installer Pink Bldg Gold Assessor' � 3'"f. t rti. • .fir '�� •� r `i�y ," :. �. .. ii. -. ._., - .. .._ ... rr. ,.. G..,, .. _.- ,J.. �. .- R ..,. .: y. !�.. �,...,. ,, .,.,a.�... t., � ,,. a., ... � .. _,.. _..... ...,s.,"�i`.d•S."_.. � _ .--.. .. _rt..,.... r.... J' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-090-004 ZONING BUILDING PERMIT OWNER TELEPHONE 343-8002. SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS 378 PERKINS ST., OAKLAND CA 96410 CONTRACTOR'S NAME KEVIN SULLIVAN TELEPHONE 343-8002 CONTRACTORS MAILING ADDRESS 7211 CANA HWY., CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 9300 BUILDINGADDRESS 6435 CRNA HWY. CHICO CA 95973 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBONISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 -Each-Trap USE OF STR UCTU RE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MOBILE HOME INSTALLATION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.**v, oA LE:: 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law ff the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: EAD have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation 'f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that R I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner 3,1tontractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 NEW CONST. DWF1EL 11NG OCCUCUP. 3.SQ�. ORoNs_& ACC.BLDSS. ==.T- @7.50 POWER APPARATUS 0 IR 8 SINGLE OUTLET S 20 @ 1'00 OUTLET FD(TUR Ex. Occup.BAL @ .e0 LNS Ex. Occup. ouTLEEpTs Atslp °ERa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ occ . CONST. TYPE TOTAL FEE $ 143.00 HAZ. p, IMP X FLOOD X CDF X PARCEL X PD HD X ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. J «7 Z to l G 16 221' IData Receipt No. 309305 /$143.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION. 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT (Rev. 112190 E100MjCdNu1lOI�1_ /BUILDINGPERMIT (Jy (J (J T �(-E SO. FT. OCC. BUILDING VALUATION � I 11 CONSTRUCTION WNDER Fireplace 1LNOER•S WARM .AOORESS Total Valuation E ARCWECT OR ENOINEIR ucENBE NO. Flin Fee 5 20.00 Permit Fee S I1,7 ,ACH"ey OR p4NEER7 MUNG ADDRESS . $ 07 Plan CheckingFee eUILM4ADOMS ,,,I �. �� _ j / f �' • Energy Plan Checking Fee E 11, IDT NO. I SUeONSION3 NAAa USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome O Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑Ratio/n ❑ Other ❑ Describe Work: -m --� *PERMIT FEE PAID SRA SHERIFF OTHER. AMOUNT RECEIVEI) *RECEIPT NUMBER 6' 30� * TO BE PUT INTO COMPUTER S PERMIT FEE _ PLUMBING PERMIT Each Trap Solar or hent pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets — Building sewer Mobile Home I S I G I W PERMIT FEE _ ELECTRICAL PERMIT eoov oR ue Main Service ( aooA oR IFssss Main Service 200A TO 1000A NEW CONST. OWEUJNO OCCUR OR ADONS. & ACC. BIDS. OUTLET OR FDRVRES 7.00 23.00 -TS-0 15.00 15.00 15.00 @20.00 23.00 46.00 o 3.50FT. @7.50 EX. Occup. I, ouTlFrs EsID. EA ,.UV Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 00 20.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 8.50 PERMIT FEE i Mobile Home Installation Fee S D Energy Inspection Fee S Occ CONST- -Pf TO L FEE $3 IIAZ. O. ly F1.000 OF M o f/ This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (W ro' couATTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVI 7 COUNTY CENTER DRIVE40ROVILLE, CALEFORNIA 95965 - TELEN PERMIT APPLICA TION DA TA SHEZ OWNER: ASSESSOR PARCEL ER: Proposed Building Use: M Ifl"ding Inspector: Date: At time of permit appficatic6,1 wals_W&is�d ifie'-following data must be submitted prior to I 'ES - BUILDING DIVISION HONE (530) 538-7541 pi6icissing and/or issuance: Date Received By I - El 1. All iiems have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans - -------------------------------------------- I ------- 03. Complete plans, 3/4 sets, signed by the preparer of plans - --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 0 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation - ------------------------------------------- 0 7. Statement of Intent. for Non -Heated and A/C Buildings - --------------------- t ------------------- =_i r-1 Q U A r 1. - -------------------------------- Home dat d ins ation instructions ufactured I ij!:c:1:ud !Fees of $ 44EZ ---------------------- ------ ... ...... . et Imnpact fees as shown on the attached schedule - ------------------ 1; ---------------------------------------------- - I -California Department of Forestry plan approval/fees - ---------------------------------------------------------- Flood elevation certificate - ------- --------------------------------------------------- --------------- Sanitation and plot plan approi 1 '6 Health Department - ------------------------------------------- Ell 5. City of Chico plumbing permit - ------------------- ----------------------------------------------- : ----------------- El Ifi.,Plot plan and business license appr6val from the City of Biggs - ------- 7 ------------------- I ------------------- WPlanning approval for (A) Use: LK (B) Parking: PIZ4--' --7b t_4N__4AC -------------- 41 Contact Land Development about El Improvements, 0 Drainage, 11 Legal Parcel - ------------------------ AM jZ1f 9. Encroachment Permit for driveway (construction approval prior to occupancy) - ---------------------------- E120. Pre -inspection for required, Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification) - ---------------------------- I --------- El 22. Workers' Compensation carrier and policy number - ----------------------------------------------------------- E]21...Owner-Builder Verification (Given,to owner El, Mailed to owner ---- --- ------------------ El 24. Let�g _ofZig-6ture authorization - ------------------------------------------------------------------------------ E125. Recorded copy of Agricultural Acknowledgment Statement - ---------------------- El 26,�-�tt�FU Z_tent_�oi building use - ------------------------------------------------------- 027., Manufactured Home utility clearance - ------------------------------------------------ 0 28. Existing violations and/or expired permits - ------------------------------------------ 433 A, 0 Grant Deed, 0 MH.-.Tit1jP,-,q Check to H.C.D $ 4— .01 . Other: a_1 f4 en you issue thV,,Myss-as follows El Mail to own 0 c a r. er ffice. C3 Deliver with,"' ector. ic el, and hold for p kup at' Wil MSP (Dat A 14 Applican Copy of Haz-Mat form sent 13 Health Department, 0 Fire.Dep neL=-103fiAi:jr Pollution Date: Copy of plans sent 0 Health Department, 0 Fire Department, 0 Other: Date: Bv: 1. Index permit application for the above items numbered: C3 Plan Check List 2. Additional items required: Contractor, designer, owner, was a&i�he above required data by ophone, 0 mail, 0 Building Division counter, by Date: Contractor, designer, owner, was advised.of the above required data by 0 phone, 0 mail, 0 Building Division counter,' by Date: Contractor, designer, owner, was advised of the above required data by o phone, o mail, p Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by 0 Ohone, 11 mail, 11 Btiildm*g D ounter, by Date: Plans reviewed by: Date: - Plans approved by: Date: Sets of plans on hold in 13 Plan Cabinet, O.A.P. folder. Note transfer by: V Date:. Yellow Copy - Department of Development Services, -Building Division. v. ..i .� w-'t.`^.a�wt-.*^w .w�.i._:= ��+`1nl �:;pil+iM.!..�f7v r...''(r'ti'STiL.y+b`'��i/-,tt��:..a.y`�ty..�k ir..'ysn�Z[.riri�i+...µr+...,.•fK'�.--'r»f3ri PJG.i'. �. � f' School District � ! ✓ 12 A.P. Number /, Property Owner A Property Location/Address BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. City ®County Subdivision ,, Lot No. Residential Development Sq. Footage /[/// No of Living T Mobile Home Add'RioN •Supplemental to (Group R) Units Installation Conversion Permit # €................................................................................................................... '(No foundation inspection): Building Department Representative -(Floor Plans reviewed bv'School District District Identification No. .( 1. NS 4C) School District certifies that Sq. Footage (Including Exterior Roo ed A eas) 16 ® —// e= 64a _At� tt /� (Applicant) t (Street dress) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. —7 00 by payment of $ �x Mu) representing �C/V square feet. AB 2926 $ FULL MITIGATION $ ua_ az,Q..J i� Id- G C� School District Representative Date Paid by Check # 71_ ' Remarks 4 j ( t 4rr\. ou i lei a �1J1 o yn n Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a1, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/98)dmm �.,.�'.rl�rvrerr--.i+'n^i.+.Nti.+.-�rvr•f�'7r-rwiYYfAr"'..►r�yCn'+i..—.+r+�„M�•y,.,rM�tti.,�s,•.r,rl{1,..M.TM►p^.r�I"r..rP'rr.�..a1--+7^"+�.rr^!r^'^`�'.'+TM'+s^-tr' f BUTTS COUNTY PARKS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECrRE�ATTION AND PARK DISTRICT Assessor Parcel Num r (s) Property Owner ILJM Project Location/Address Subdivision Residential Development: (check one) Lot Number(s) V _ New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units / Comment: "Building Department Representati 9tyr�rYt�*�x�*ytyt�r��r�Yr,�r,�c��Yrxr*Yr��kYr��rvr�� r Chico Area Recreation and Park District(CARD) certifies that yvc)—a-- -� (Applicant Name) (Phone Number) A (Street Address) 6 c.0 3 (City) (State) (tip Code) has complied with the requirements of Butte Co..Resolution No. 90-140 by '$ payment for dwelling units @ $1,189 for total payment of (/mac CARD Re esentative. Date EV PAID BY CHECK NO. REMARKS: BANK NO. J - 3� • ` y-- '' PAID BY CASH 1 ,. ,"RECEIPT NO. Distribution: White --Applicant Yellow --Butte Co,. Building Dept. Pink --CARD Goldenrod- City`of Chico Building Dept. park.fee (form revised 11/90) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE Z1.ILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2.. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $�(f Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid'at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER . ,a �m�aal o:rE�-� RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) ta .. • r '. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 " SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES . -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. . Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. .5. RECREATION DISTRICT FEES (paid'at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. DATE_ RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be. changed during the plan checking process. r Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) NOTES RESIDENTIAL 047-090=004 00-2669 GINOCHIO, RON 6435 CANA HWY. Cl -UCO CONTR: KEVIN SULLIVAN MOBILE HOME UITLITIES _ y i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I ��L % C.�o✓En �r/l�iC� v� �i7t� �/�c/t'1 OFFICE COPY y Address GAS Meter Date - ELECTRIC 7 Meter By Date JOB FINALED (Dat U Signature r h L C YlZ'., • � K' � �1 1 I i RESIDENTIAL 047-090=004 00-2669 GINOCHIO, RON 6435 CANA HWY. Cl -UCO CONTR: KEVIN SULLIVAN MOBILE HOME UITLITIES _ y i SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I ��L % C.�o✓En �r/l�iC� v� �i7t� �/�c/t'1 OFFICE COPY y Address GAS Meter Date - ELECTRIC 7 Meter By Date JOB FINALED (Dat U Signature .'= OK 0 = Not OK =Not Applicable MOBILE HOMES ' = Not Ready Date MOBILEJtOME UTILITIES (Plans) OK except #'s 2. 61! o g Requirements-Setbacks-Easements 3. Soils; Special MH Support Sketch 4. 3. Sewer.;. Location-Test-Fall-C/0-Concrete 5. 4. Water; Location-Test-Easement Needed (Sketch) 6. Electricity; Location-Clearances-Grnd-//C3/Amp-Concrete 7. 6. Gas; Location-Test-Wrap;-/ /" L'ft. /,/ /' Nat. or / /"L"ft./ PLPG 8. JZ./Well Clearance & Disconnect 9. . Utility Clearance Date - fj� Card B-1�� Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s Date 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins, 14. Girders -Sills -Anchor Bolts -Joists- Vent s-Crippies 15. Access & Ventilation 16. Insulation 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date 71. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 83. Stucco Brown -Finish Date 84. Card B-1 Date Card B-1 Date 85. Card B-1 Date Card B-1 Date 86. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date 94. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing r Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instid./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 3 COUNTY OF BUTTE - �- PARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P IT NO. (Rev.12/96) APPLICATION AND PERMIT �� a7 ASSESSOR PARCEL NUMBER 047_090-004 ZONING A 5 BUILDING PERMIT OWNER RON GINOCHIO TELEPHONE 343-8002 SO, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 378 PERKINS ST.OAKLAND. CA Q64in CONTRACTOR'S NAME KEVIN SULLIVAN TELEPHONE 343-8002 CONTRACTORS MAIUNG ADDRESS 7211 CANA HWY., CHICO 95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 6435 CANA HWY. , CHICO Ener Plan Checking Energy g Fee $ $ PERMIT FEE S 23.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Ufilifies ❑ Installation ❑ Other ❑ Describe Work: MHU Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 fd PERMIT FEE SRn nn ELECTRICAL PERMIT I Fling Feel 20.00 Main Service 20 A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter commencin 9 with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fir the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: 133 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 'l �`�� Date enc) Signature of Applicant - ❑ OwnerCom ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00NEW CONST. owELUNG OCCUP. sD OR ADDNS. a ACc, BIDS, 3.52FT.' NEW CONST. MULTI.OUTLET NON•RESID. @7.50 POWER APPARATUS a sINGLE ouTIFT CIR. Ex. OCCu OUTLET OR FIXTURES a20 O 1.00 Ex. Occup. OUTLETS g6ID)EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 1 20,00 Misc. Wiring 23.00 PERMIT FEE $ 63-001 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi: $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 66.00 D FEES IMP l FLOG CDF PARC p0 HD SU This permit is hereby Issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I applicable provisions Resolutions to do work been paid. [Dat 1( 0b 7 d, ate Receipt No. 308912 / $166.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT W2 ��'�rc�'•�+�+7�-c�7�-1Yp1"�+ws•r^-��[-FT/�'"4�-..�. .. -�� ,,;.. �.."'r�^.v�wv-�—wr�y��,�n.sP't��...y- ... _ "COUNTY OF BUTTE ARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541: PERMIT APPLICATION DATA SHEET OWNER: D � � -ASSESSOR PARCEL NUMBER: D C17— 10 Proposed Building Use: Building Inspector: !� Date: / At time of permit application, I was advised the following data in be submitted prior to permit processing andlor issuance: Date Received' By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ` r `Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------- 7----------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------=------------------------------------------ 118. Hazardous Material Form.---=----------------------�-------------------------------------------- ------------------ tedHome data and installation instructionsincluding Tie Down Specifications.----------------- jf0lnufac eesof $- ='---------------------------------------------------------------------------------- r ❑ 11. Impact fees as shown on the attached schedule. ------------------------------------ ----------- California Department of Forestry plan approval/fees. --------------------------------------------------------- 1 . Flood elevation certificate. ---- t, f Sanitation and plot plan approva---- _ Health Department. ------------------------------------------- ` t ❑ 15. City of Chico plumbing permit. ----------- ❑ 16. Plot plan and business license appro al from the City of Biggs. ---------------------------------------------- 4 Planning approval for (A) Us Parking : ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 0 20. Pre -inspection for required. Request to Building Inspector on _.(Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------- El 22. ------------------------------------ ❑22. Workers' Compensation carrier and policy number ..----------------------------------------------------------- 1 ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner ❑). 4. Letter of signature authorization. ------------------------------------------ 1 5. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- 027. Manufactured Home utility clearance. ------------------------------------- ❑28. Existing violations and/or -expired permits. ------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: ---------------.-- _-.;-; ---------------------- `t t?•1•t'k� When you issue pbtj�s`as follows C3 Mail to owner, tp Jt tr tor. 11Telephone� and hold for pickup office. ❑ Deliver with inspector. AP h " Copy of Haz-Mat form sent ❑ Health Department, 11Fire Dep n , ❑Air Pollution Date: By. Copy of plans sent ❑ Health Department, ❑ Fire Departme Date; By. 1. Index permit application for the above items numbered: ❑Plan Check List 2. Additional items required: " Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 13 Building Division counter, by "'Contractor, Date: designer, owner, was advised of the above required data by 13 phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di 'sion counter, by Date: Plans reviewed by: Date: � - Plans approved by: Date: Q 0 Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Vallnm n-14— .-+ .f Tle..e1 .. . F r _.:_-- n --_t �__ _ >,•_ _• _ TO: , Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance f' "i' l y , - E.H. USE ONLY Plot Plan Attached -- Floor Plan Attached .T Sent to B.D. O "on G;,��r � 6`9-35 Cc�� f/wy �t7- 0'76 -. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for . Other Z 6, 3 6-m /; /,- ��v a-;,- eim.�%yee. Hold final for: Final clearance. O.K. for: NOTE: XIo o�%&� s Environmental Health Specialist Date 8/96 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 budding pdrn* w01 . be issued until this verification is received. 1 I personally plan to provide the major labor and materials for construction of the proposed grope unprovement : YES[�NO[ ]. 2. HAVE[ vfHAVE NOT[ ] signed an application, for 'a budding permit for the . proposed work... :... 3. I have contracted with thefollowing ' person (firm) to provide. -the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTY OWNER: 9x", �i bio DATE: /D /2 r eCC 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. O.B.- l Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as.the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of iocord 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 t you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any•persons other than your immediate family, and the work-(mcluding materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register. with the State and Federal Governments as an employer and you.are subject to several obligations including state and federal_income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial riskifor you if you do not carry out these obligations,"and these risks are.especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Inteinal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your y obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial (` Accidents. If the structure is intended for sale, property owners who are not licensed contractors are.allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. . Sincerely, Michael. C. Vieira, C.B.O. Manager, Building Inspection NOTE: This O>xner-Builder Information is required by Section 19830 of the California Health and Safety Code. NJ— ion; 2.27 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . , 7 County Center Driv`- Oroville, California 95965 • Telephone (530) 538-7541 P N (R APPLICATION AND PERMIT a(Rev.12/96) "'neoRPAacawwo I ,) 7-0('O /SOV ZOM?4 BUILDINGPERMIT arrTer, (/ U Sa. FT. OCC. BUILDING VALUATION (� 6111�1111/0 i OONSTOJcnOM LEMEN LENDUM MU NO ADDRESS ARCWMCT OR ENOINEEA AACNTTECT OR ENONEEFI I WILING ADDRESS IDT N0.I SUOONBION4 NAME uCENSE NO. USEOFSTRUCTURE SF O Duplex O Mobilehome O Other SPECS) TYPE OF WORK New ❑ Addition O Remodel 0�� Ration O Other O Describe Work: i G ` *PERMIT FEE PAID SRA - SHERIFF OTHER. AMOUNT RECEIVED *RECEIPT NUMBER c 1;�-- * TO BE PUT INTO COMPUTER 00 PERMIT FEE = U ELECTRICAL PERMIT I Filina Feel 20.00 eoov oR LEss 23.00 Main Service aooA oR LEss / .W. L AR nn NEw cols). OWELLNG Occup. r3.5C OR ADONS. A ACC. OLDS. s PERMIT FEE S PLUMBING PERMIT Fling Fee Each Trap 7.00 Solar or heat pump water heater a Fire lace 15.00 Total Valuatlon s 15.00 Filina Fee S Permit Fee S Plan Checking Fee S Energy Plan Checking Fee s 00 PERMIT FEE = U ELECTRICAL PERMIT I Filina Feel 20.00 eoov oR LEss 23.00 Main Service aooA oR LEss / .W. L AR nn NEw cols). OWELLNG Occup. r3.5C OR ADONS. A ACC. OLDS. s PERMIT FEE S PLUMBING PERMIT Fling Fee Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 00 PERMIT FEE = U ELECTRICAL PERMIT I Filina Feel 20.00 eoov oR LEss 23.00 Main Service aooA oR LEss / .W. L AR nn NEw cols). OWELLNG Occup. r3.5C OR ADONS. A ACC. OLDS. OKIST. MULTI.OUTLET @7.SO NON•RESIO. BaRCH POWER APPAPIATIIs L PS LE OUTLET CIR. Ovnrr OR FwrvFtEs ®1.50 EX. OCCU SAL .so Ex. OCCU . pUi q"jA o.) E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE Lao MECHANICAL PERMIT Fling Fee 0 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee S 1. Energy Inspection Fee S occ CONST. TYPE NAZ. D. FEET TOTAL FEE S M FLOOD C F PAR PO VMj est, This permit is hereby issued under the applicable provision: of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON MAID) 11 RE NTIAL 047-09-0-004 __ MADEROS, MATTHEW 6435 CANA HWY, CHICO MH UTILITIES JOB FINALED (Date) Signature V=OK O = Not OK Not = Not Reeapdyable ' MOBILE HOMES Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Locatlon-Teat-Fall-C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L" ft. /_ P'Net.or/ /"Uft./ /"LPG 7. Well Clearance & Disconnect • 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'a 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg -Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Slls-Anchors-Studs-Rftrs-Truases 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'a 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Paneiboards-Ina. to Main In Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK - = Not Applicable RESIDENTIAL = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and SDecial Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor-Naii Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing (Single & Duplex) Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Wells -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Meth. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg -Appliance-Fireplace: Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: ' ` i " Z COUNTY OF BUTTE - DEPARTMENT OF 'PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telepho4e: 916/538-7541, APPLICATION AND PERMIT ASSESSOR PAR'CEL NUMBER 047-090-M4 ZONING A-40 BUILDING PERMIT OWN %tthew Maderos TELEPHONE 345-8665 SQ. F T. OCC. BUILDING VALUATION OWNER*S MAILING ADDRESS 1 ? kJ&P-r- R d icn'�) 9 59 26 CONTRACTOR ME TELEPHONE --EO—NTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ Permit Fee $ ARCHITECT OR ENGINEER NO. Plan Checking Fee $20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS n�,%,a Rurv. Mien Permit fee $20.00 PLUMBING PERMIT FilingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME MAP Water piping 7.00 Each qas water heater or vent 7.00, USE OF STRUCTURE SF El Duplex[] Mobilehomel] Other SPECIFY Gas piping system 1 - 5 outlets 5.001 Building sewer 1 15.001. Mobile Home IS I G I W=3 15.0014 00 TYPE OF WORK New[ Addition El Remode I E] Utilities InstaliationEl Other I Permit Fee $60.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 1 . 18.50118.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Busines S and Professions Code and my license is in full force and effect. License No. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) D I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) I am exempt under Sec.—, Business and Professions Code for this reason Main Service 200A TO 1 OOOA) . 37.501 NEW CONST * (DW ELLING OCCUPM OR ADONS. ACC.BLDGS. 3.64 sq.ft.1 - NEW CO NSTR. "'ULT' -OUTLET NON . RE S'.. BRANCH CI.CITSL_ @ 5.00 (POWER APPARATUS & SINGLE OUTLET CIR. Ex. acc-up(OUTLETS OR FIXTURES 120 76o qAL, 46 FIXED APPLNS OR Ex. Occup. OUTLETS (RESI*D.) E 3.00 Temporary service 15.00 Mobile Home Facilities I 15.00 15.00 Misc. Wiring -15.00 Permit Fee '8.50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of.pqrjury (check one): F] The permit is for �100-00 (valuation) or less. F� I have placed or� file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. Fiorof shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.501 Ventilation — I Permit Fee — ... $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County ot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against saidlpCounty�i �,co s , uence of the granting of this permit. I X 7dt 4 - \ 10 1! — Date --2000 AgentE] Signature of Applicant - Ownerqr!:) Lontractor E] An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee 4; J Energy Inspection Fee $ OCC —7 CONST TYPE I TOTALFEE $ 128,50 I JHAZJDFEESJ IMP I FLOID ICOF ET JP7 I HD V This permit is hereby issued under the applicable provi- sions of the Butte 1?�up work inclic, a6o,%y Code and/or resolutions to do P for which fees have been paid. D E R OF PUBLIC WORKS By Date :2. -2;7 - ?3 PERMIT EXPIRES Date -Z - % ;I Receipt No. 135248 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD-APPL I CANT -� - � ... a �. ..u. .si � � :ri'sI'�' u _�T r r. � ` I � •v��li9c` .,:'li- ,��.. J: ,.`, �. .... a .c x . ,' � Y' 1 ' I�Y1i 04 Z,-09p 4 ' MADROS 004 95-1904 E 64 � •Matt..• na ; 35 Ca .Hwy, Chico �' y (security 1�ight'•&: ser well . �elec) t t. • „ ac ►6 - grr TMENTO MELOPMENTSERVICES-BUILDINGDIVISION 7: COUNTY OF BUTTE-DEPAR 7 County Center Drive - Oroville, alifo is 95965 - Telephone (916) 538-7541 PERMITMO. APPLICATION AND PERMIT �� ' ASSESSOR PARCEL NUMBER?+ Q'/ o , Oq._ ZONING ,r �� h - BUILDINGPERMIT ✓^ OWNER_`� o5 Airr loh4 U T� "E SO, Fr, OCC. BUILDING VALUATION OWNERMAILING ADDRESS S 1 L/ �Z CONTRACTOR'S NAME ` j)W V A. - TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNXNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 3PERMITFEE �� $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 LO'T NO. SUBDNISIONS NAME PARCEL MAP Solar or heat pump water heater 1 23.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other (JC ! / �;j/ - SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: } C C tiA ! f"7 /��/ 5t't �i/ ��s r�! �. Mobile Home S I GI W 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 1 20.00 Main ServiceCOOV OR LESS , ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION ./ N,• I hereby affirm under penalty of perjury that I am licensed under provisions,of ,C�lapter 9 (commencing with Section 7000) of Division' 3 of the Business and Pr fessto+nnss Code, and my license is in full force and effect. License Class Lic. No. ,. + OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt t f om the Contractors License P tY P 1 rY P Law fgrthe following reason: •, = I, as owner of the property, or my employ with wages as their sole compensation, will do the work, and the structureAs not intended or offered for sale. ❑ I, as owner of the property, am exclusively, contracting with licensed contractors to construct the project. i ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR s0. OR ADDNS. ( S ACC. BUDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL .50 EX. OCCU FIXED APPLNS. OR p• ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ - Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier j_ . MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number Jaw (The above sections neerTnot be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ' I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort ith comply with those provisions. __ Date _7 " �– 4at6of Applicant - 201owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE /� TOTAL FEE $ "/7 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUEcompensation This permit is hereby issued under the applicable provisions of the Butte County Code,,,and/or Resolutions to do work indicated above for which fees have been paid. 'L'Ar BY / ate PERMIT EXPIRESO N' i (Date) Receipt No. �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR - .PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 .County Center Drive - Oroville, Califior6ia 95965 - Telephone (916) 538-7541 L� J/PERn�lT,yo. APPLICATION AND PERMIT yy,UU''j�` ASSESSOR PARCEL NU E�5,' %9ZONING /�o l/ BUILDING PERMIT OWNER y/w+ A_ /vl�rr /17 14 O S TELEPHONE SQ, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS I?,/ -::, A CONTRACTOR'S NAME. ff 0W'J ) TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNIwOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS Cq 3C PERMITFEE $ C �L� PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 IAT NO. SUBDNISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE j SF ❑ Duplex ❑ Mobilehome ❑ Other Lit r h - SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: JS� \,(,,P ( (� Mobile Home S G W 920.00 PERMITFEE g Contractor ECTRICAL PERMIT Filin Fee 20:00 rvice EOOV OR LESS ( 200A OR LESS ) rNEW 7ADDN 23.00 Z rvice ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f5lr a following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason . DWELLING OCCUR d ACC. BLDS. ) SO. 3.50 F7. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) 20 0 I.00 BAL SO Ex. Occup. OUTLETS (RESID.)Ea ( ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE j Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort i comply with those provisions. Date a e of Applicant - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee Is occ CONST. TYPE / TOTAL FEE $ 7 10 HAZ. D. FEES IMP FLOOD CDF PARCEL HD QJ HO IS UE This permit is hereby issued under the of the Butte County Code d/or indicated above for whic !rKave By PERMITEXPIRES iV applicable provisions Resolutions to do work been paid. ate *71X (Date) Receipt No. S� I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT O.B.- I --V ..... ... . ... ....................... 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 earUest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. 1 personally plan to provide the major labor and materials for construction of the proposed propgrty improvement: YES[ r'NO[ I 2. 1 HAVE&A HAVENOTI ]signed an application for a building permit for the proposed work. 3. 1 have contracted with the following person (firm) to provide the proposed construction: NAMM: ADDRESS: CT1—f,: PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work, but I have hired the following person to coordinate, super -vise, and provide the major work. ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. I wiU provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NANIE ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY 0 SOCIAL SECURITY NUiNOER: DATE: 7-5' NOTE: This owner -Builder Verificntion is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our ofrice before we are permitted to issue the permit. OVER Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry 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 Iicense from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is S300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under Iimited conditions. A frequent practice of unlicensed persons professing to be contractors_ is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, � r� Michael C. veira, C.B.O. Manager, Building Inspection NOTE_ This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. t COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroftle, Ca�ifornia 95965 - Telephone: 916/538- C541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 047-090-004 , -,�A OWNER Matthew Maderos COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroftle, Ca�ifornia 95965 - Telephone: 916/538- C541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 047-090-004 ZONING A-40 BUILDING PERMIT / OWNER Matthew Maderos TELEPHONE 345-8665 - SQ.FT. OCC. BUILDING VALUAT19� OWNER'S MAILING ADDRESS 9 WM Chiro 95926 C 0 N T;a;Q R Oi.m,z-r TELEPPONE I CONTAACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOW Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ Permit Fee $ ARCHITECT OR ENGINEER NO. Plan Checking Fee $20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS "55' Cana Hwy, ('�h i r n Permit fee $20.00 PLUMBING PERMIT FilingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. 45:— 7��O� NAME 1 PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF [-] DuplexE] MobilehomeK] Other SPECIFY Gas piping system I - 5 outlets 5.00, Building sewer 15.00 Mobile Home S I G I W @ 15 0 45. 00 TYPE OF WORK NewR AdditionD Remodel[:] Utilities[M InstallationEl OtherE] Describe work: MHU Permit Fee $60.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 1 18.50 18.50 1- - CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed UUMICILot- ors. (Sec. 7044) El I am exempt under Sec.—, Business and Professions Code for this reason I/ Main service 200A TO 1 OOOA) 37.501 NEW CONST. ( DWELLING OCCUP-ad) 3.64 sq.ft.1 OR ADDNS. _ACC.BLDGS. NEW CONSTP- MULTI -OUTLET .R E _NON _S,D. R A C I RC " TS) @ 5.00 POWER APPARATU (SINGLE OUTLET CISR.al Ex. Occup(OUTLETS OR FIXTURE! 1 20 @ 75c qAL- 0 4F; FIXED APPLNS. OR % _ Ex. Occup. OUTLETS (RESID.) EA.7 3.00 Temporary service 15 .00 Mobile Home Facilities L_ 15.00 E15.00 Misc. Wiring -15.001 Permit Fee $ 48-90 WORKMEN'S COMPENSATION I.N.SkLIRANCE I declare under penalty of perjury (check one): F-] The permit is for $100.00 (valuation) or less. F� I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate elConsent to Self -insure. 1 sha I I not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: It after making this statement, shoul' d -you become subject to the W. C. provisions of the Labor Code, you must forthwith -comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT Fii ing Feel 15.00 Heating I I Cooling Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state t!h'a-i"the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against ��ounty 1 0 uence of the granting of this permit. X Date Z,143 Signature of Applicant Owner Agent 0 E�t'—Contractor 11 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee Energy Inspection Fee $ occ -7 CONST TYPE TOTALXEE $ 1 .50 HAZ r FEES COF PjrL VHY I I This permit is hereby issued under the applicable provi- sions of the e u Code and/or resolutions to do work indi t or which fees have been paid. R OF PUBLIC WORKS BY!2w Date .2 - PERMIT EXPIRES Date ':Z ;L - 91 Receipt No. 135248 WHITE-O.P.W.. YELLOW-ASSES30R, PINK -INSPECTOR. GOLDENROD-APPL I CANT J .. ".` f. ' r�...Mr'* � 't"°...�r t,:.�„ �».--�.wCJR;: r.,r•r.li: r.1ti..�ti�`Lr'`:%`�'rv�`�'�"`lr`''':,'f:.y.�.�,.,�K.a+; �-ti.%� �1, t�::r:�ly. ;6.!', .y�„y�.� �ti NZ •=,i-. � � , � ... - . '( COUNTY OF BUTTE- QEPARTMENTIGF DkVELOPMENTSERVICES -BUIL ING DIVISION \ t 7COUNTY CENTER DRIVE -OROVILLE, CALIFORNIA 95965- TELEPHONE (916)538-7541 PERMIT APPLICATION DATASHEET OWNER lgoo2CO A. P. No. �7 7` Uc1C� ` 0 Proposed Building Use 4V % U Building Inspectors Date Z -9 - (2! At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items h been submitted . ...... :................................. _ 2. Plot plans 4 sets, signed by preparer of plans . .......................... :7- �4 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form. ....................................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ............:::.. . 14. Sanitation and plot plan approval f'i I C6 Health Department. .. 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18. Contact Land Development about (A) Improvements (B) Drainage. ...... . . 19. Driveway permit (construction approval required prior to occupancy). 9.� Q!Z3 '-.... Z --11- ? 20. Pre -inspection for to Building requestfor required. . . to Building Inspeaor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance ........................ . Owner -Builder Verification (Given to owner Mail to owner ...... .. . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access. ........ ! ............ :.................. �r- 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ..... L ........ . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. When Y9�issue the permit, pro .cess as follows: Mail to owner. Mail to contractor. !� Telephone 3Y5-9-' o665' and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applic Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance:,(Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved byS Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works F.H. USE ONLY ri„l ITS, Attached v ri„or ri:,,, none„ -d Sent to B.U. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP/# Plan Approved for: Sewage Disposal !/ Water Supply: Public Private Well (--- Clearance for 3 bedroom mobile home. Other Hold final for: �'� b •C- Ot �O �GG�d ` � S Final clearance O.K. for:: NOTE: .,17^1-c- 02'1"X 'n ronin t I Health Sp° /alist. Date 8/92 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - O`rbville, California 95965 - Telephone: 916./538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER �Z :7 (0 ZONI "A � 0 BUILDING PERMIT OWNER /44TT-Ijew TELEPHONE SO. - FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTORS /,m ) V1 ekr TELEPHONE CONTA-ACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ —715 -00 -- Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $-Zocc) PLUMBING PERMIT FilingFee 1 15.00 Each Trap 1 5.00i Solar or heat pump water heater 1 20.001 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.001 Each qas water heater or vent 7.00 USE OF STRUCTURE SFEI DuplexF] Mobilehome� Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 4 15.00 @ 15 00 Mob i I e Home §ffG TYPE OF WORK New 0 Addition 0 Remod) 10 Uti liti4 Installation Other Describework:_ Permit Fee $ J Contractor ELECTRICAL PERMIT Filing Fee 15.00 ��4_ _570 Main service 600VORLESS 18.501 /,q . 200A OR LESS CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): El I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 1. as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, as the owner, am exclusively contracting with licensed c -M -GLA- r_J ors. (Sec. 7044) 1 am exempt under Sec.—, Business and Professions Code for this reason Main service 200ATO1000A) - 1 37.501 NEW CONST DWELLING OCCUPM ;.64 sq.tt. OR A ... S. ACC.BLDGS. I NEW CONSTR. ULTI-OUTLE, NON-RESIC, BRA C. CRC, ITS) @ 5.00 (PO ER APPARATUS.&) SINGWLE OUTLET CIR 1 -1 Ex. OCCUP( OUTLETS OR FIXTURE s 120 @ 16d FIXED APPLNS OR Ex. Occup. OUTLETS (RESI*D.) EA.) 3.001 Temporary service 15.00 Mobile Home Facilities 15.00 /,5-0-0 Misc. Wiring *15.00 Permit Fee $ -3-C) WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100-00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed r evoked. Contractor MECHANICAL PERMIT Fi I ing Fee 15.00 Heating Cooling Hood 6.50 ventilation - I-Perinit Fee $ Contra—ctor I certify that I have read this application and state that the above information 1 is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyo? Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnity and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — OwnerEl Contractor [I Agent F� An OSHA permit is ryvired for excavations over 5'0" deep and demolition or construct. ion of structures over stories in height. Mobile Home Installation Fee Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ /?,Q. I . HAZr FEES I IMP FLOOD I COF __T PA CEL P0 I HD ISSUE This permit is hereby issued under the applicabl—eprovi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. WHITE-D.P.W.. YELLOW- ASSE330R. PINK-INSPECTO R. GOLD EHROD-APPL I C^NT _COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay*in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the -major labor and materials for construction of the proposed property improvement (yes or no) 2. I (have/have not) /-4A ✓�, signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. *I plan to provide portions of this• work, but I have hired the following perscn to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work Signed: Property Owner Social Securi�t Number Date oY_ g- 'a NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code.. This verification must be completed and returned to our office before we are per- mitted to issue the permit. Return to DPW AGRICULTURAL STATEMENT OF A004OWLEDGE` NT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit.. The property described- herein is adjacent 93-006,94,4, I Rec Fee 5. 00 to land or included within an area zoned for agricultural purposes, -and residents I Cash 5.00 of this - property may ' be subject to incon- Recorded - IOfficial Records i veniences or. discomfort arising from the County -of ec- I use of agricultural chemicals, including, ButteI but not limited. to herbicides, . pesticides, Candace Grubbs I - and fertilizers; -and from the pursuit corder I of agricultural operations ' including, 11:OORecorder 18-Feb-93 I PUBL: XX 1 but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate-' dust,. smoke, noise, and odor. Butte County has established. agricul- `tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent }property should be prepared to accept such inconvenience or discomfort from normal,. necessary farm operations. 9I1 that.. real property situate in the County of Butte, State of ,California; described as follows: .- Lots Lettered, "F" "G" and "0 according to that certain Map entitled, "Map of CANA:-�Butte Co•:,:•.Cal.";..which Map was recorded in the Office of the Recorder of the:_County-; of•,.Butte-, 'State of California, February 22, 1875 in Map Book 1, at Aaseasora Parcel, Number.:047-09=0-004-0 Date: State of ) County of �) }.. MAI Present A.P. SS. 0 On this the ,16 T14day of 1923, before me, the undersigned Notary Public, personally appeared . Proved to me on the basis of satisfact y. evide ce to be the person() whose name( subscribed to thelwithin instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are *the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: , 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as . contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under 'Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific, information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "'ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property_ owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerel , Michail C. Vieira, C.B.O. . Manager, Building Inspection' NOTE: This Owner -Builder Information -is required by Section 19830 of the California Health and Safety Code. OVER 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. personally plan to provide the major labor and materials for construction of the �roposed property improvement: YES[? NO[ ]. AHAVE[x] HAVE NOT[_ ] signed an application for a building permit for the proposed work. 3--T-havecontracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CI'T'Y' PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person • to coordinate, su ervise, and provide the major work: I �Crl NAME: Ln YVLc� [ S j/��i . ADDRESS: CITY: PHONE: Oet5= 172 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 SID PROPERTY OWNER: DA TEI ! Z f S NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before . we are permitted to issue the permit. OVER 1. Owner's Name: 2. Assessor's Parcel Number: 3. Installer's Name: 4. Is the site currently under permit? Yes[ ] No[.,ojPermit No. 5. Is the site an existing site? Yes[ e No[ ] (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome?�l� Amperes. g l— P :... 7. What is the mobilehome site circuit bieaker ratiri Am ere§: 8. What is the electrical rating of the mobilehoine site? [ OD Amperes. 9. Is the main service remote from the mobilehome site? Yes[ No[ ] If it is, what is the rating? . _ A D o Amperes. 10. Is there any other. electric load to be served by the mobilehome site _electric service (i.e. well, garage etc.)? Yes[ j'N_ o[ ] If yes, please identify the load and size: a) The mobile home site: Load= Amperes 6-0 b) The main service: Load- Amperes - 110 Type of gas service at mobilehome site: Natural[ ] Propane[—j"None[ ] 12. Size of gas pipe at the mobilehome site from . the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? IS'(ft,), 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length's less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION BUTM COUN.1 N. . RUILDING -DEPARTMR4, AFPPR.0V May 1995 8.5 i Mobilehome Manufacturer: Manufacture Year: -74. If other than single wide, furnish Setup Model Number: Width: ► Z (ft.) Length:_f7(ft.) Tagalong or Expando Size On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets..:. FOOTINGS: Wood pressure treated or foundation grade[ ] Other: SUPPORTS: Concrete block[]- Other: i Provide Tie Down Specifications for all Mobilehomes: CQ�t/7�/l9� l'"�'eit �e At-�S/v7 Pier -Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line 1 Line 2 Line 2 ................................................................................................ Main Beams Line 2 ............................................................................................... e 2 Line 1 Line 3 Line 2 .................................................................:.............................. Main Beams . . ...................................................... Line 2 ..... _..... Line 1 ..................................... ... ine S . Tag or Triple me 4 F!ine 1 Line 1 Piers:' Line 1 Openings Size minimum: r 1 x r 1. Size minimum: [ ] x [ ]. Spacing maximum: Each side of openings From ends-maximum:l Iwith width over: ` Line 2 Piers: Size minimum: [ 2. J x ['?,� ]• Spacing maximum: From ends -maximum: / ` Line 3 Roof Loads: Size minimum Location (from front): Line 5 Roof Loads: Size minimum: Location (from front): Line 4 Piers: Size minimum: x Spacing maximum: ` From ends -maximum. ` OVER A P P `R � V r REVISIONS BY t Cp - 4 4 4 WZF=CL•CAIVORXIk =2 OF RIMLATiONH. TRii 25 AND U.B.C. 11104 sDMOK. COACH I BEAM 1. DSMON [DADS j�j j�j �j j�j 3'X6'X1/4' PLATE `h' `1'' '-F' `Y COACH Sla mmmC 4 - 1/2' BOLTS 011 30 Pd 40 B 4 U UHLs 90 Pd 40 Pat H y z �D �' �IrL i8 SO Pd a0 Pd B 4 F -r ►Z ' oxo ?Owl � or . ' LENGTH a• � BUDaBFO •1lHIli ZiPstafC WCeL ,4 �g�g p �p� .. Q a. WINSW F, AMPLor 17� C P.OT IIOC� DiC� !� TQP OF !�R PDZIi TO T� HdISOi( av�D 4 4 T 4 a�as �OU1D ti FE'il ►ziffi up•/ AST NUT � g 6. Hix O • t�i D ASH U U LtJ LU b o 4 4 �' � y LLI LU LIJ y r 0 &W&MTM ABN TO Bs � Qi V 4• OR" Bs CORM NIS HID 2MAN VIIIIN� IX1-HW > ►--1 vi 4 4 4 4 '�`ic`�DB" CsaTDrDm : .d x b 4 4 4 4 W V b. ,CAL 8185 7DBB3fO IDAD 0., L) N 1p 1p 1p e• old 1 O MAMACTvaED BIIDOQI08 OONVI3 UCC W le THIN 1606W [ 7 [ 1 ANOva� :1 dl t dl C.P. ANCHOR PIER ° � `a t 'oa�°>i' idol . � O " Ax * Isi R ,y,y SCALE: 1 - 16 PATENT PENDING i0 svpppgt �1c1H�t boa t�8�8 �A� RSH ��j T omlaa or LU LLJ � 11.'� LOAD AS 88011N D�1� 1t08II� >OB181', A � tIiQD POft � � Gomm "r T Os I I f I � D � �S WO 1�a . oIt � �i� t tI Xi Y'. SI'. 01; 16 t3a'. 06'. �'. OR !Y P PT a *T 2 - 3/8' x I' HOLES oo�a 1m. 14. ^ FIELD DRILL HM -ES YO�CQ4CHOYAI ACtUIai� D�f�IZA80N p1tA�NUAI. t1111 lllll� 5111:1 �" IRSOUT-�iClVR18t'8 SIXGIE VIDE MOBUZ COACH DOUHIlf: HIDE OY HDI; COACH 4 - H1FONSTTSS COACH C HY dTA [IF INSTAUATION MAN SOB HO R8� p�AC! AND PAD BIIPPOHle t0 Bl x 1' - 16' &rIR 1.. u OR J BEAM 13-M SrBlfl( V Hs W U V9 DIMAD if BIACSS DO NOT HAVt TO Bs t` 1/4'x2'x4' 3' x V AT!♦CBS 70 f� f�tA HtJI[ OB l0 ANGLE 3' WIDE PLATE COACH T SSI7r NNO�T�ES: �p � �(� ' b 4 - 1/2' 1. �BpeIgQ�NPIyJCCpLD�IIfTgP�A E AT 2OTT; ON �g p 6 �pg1)6g�+ns0TIDi PIJII. i ce" a �" BOLTS ANCHOR 2. PIER S. 17Di PDD2 A!ID PAD LYOUT Bs O�AND APPBOtRD BT T&1BP ! A- j 1p iM1�e 1PP80vED .. MOOR TO BiDOi HII48! NOT TO iQCt� ►Z (D (m(tj (mj}j I.IJ l.i 1 (ITIJ] lQi J 18 ►!!! lOR Ail. O Z '`t• `t 4 4 T T COACH I BEAM I. FA SIaZEygNOTENS: mpg p�yN �� p i 3'X3' PLATE 1. pa�& gjp00&88tl0AlYD Hs►1f8 a COAC7l� 7811 10 II/C8 AND IS DtCH - W:CI: N 4 4 � a WONAL B07 OF C.P. ANCHOR PDIBB. Bum o �T,E�m�, W fu BOLTS u.n om..ammno TERb b 4 4 4 Q z r. ( ( C TYPICAL BEAM CONNECTIONS b b b lb Not to Sc t@ O r} I (f f I I I I sf R $ ,$., _ AN �� i 1 R � DATES 9-16-99 ' C.P.�• woa� rmr Me PLY'® STANDARD PIER a 'A SCALEi AS SHOWN ovumT 00 I I I I �a=' DRAWN YMW rnLa . 14' 1e' 1w,;•. W. 0R W ----j JOB N. 95-36-85 SHEET. sINGI� ,�E o coACH DouBls nems oY s cowog TLANRANSVERSE S CTION 1 Z� x.1.:1 - 1a S.M. r . ,s• PATENT N 5873679 OF I SHEETS I APPROVED Envf;ror,, 71ioalth In It 441 11 -,, MT W. - - 1--Z A, , V - - lk I -al V7 -j 72.40' I \ \ ` cn - 0 Cana Highway 0 N 89'40'55" E 9s n I � �° °F 1• I , I ' ��yob e42.63) _ ° I I i T Eost line of the I I • `\ `r \��'- l West Holt of Lot D I \• Ih � I app •e �� \� (a 047-090-010 I I i GINOCHIO We// jil-3 1 1. J o 'R to i \ R1 R1 `. ora 1 I ( 3 , N g7 %FieA47-090-004 ,� \ co06^ \' GINOCHIO Q 0/ � N 89'55 :#4 " E V - - - _ Q�-------------- 047-090-011 -10 \ 47.49" O \\ BITTERSHARP FARMS �� 100 48" tree \ 1 �' \ \ 3 c \• ' e� �uuQ.ic� pip 4. _olo 00 \ 'S'• '• �` ��' Ste, \\ LOT ONE„�'0'� ,,/i \ per LLA 06-0050 � \\ 0.74t ACRES no \\ .•\. •\ems �' -'i � � o Oh �� /' /. \ / / 047-090-006 GINOCHI0 \ \ 9” �\ ;�/ r� oe \ 0 E \ 63,5 'too % / •, 00 �00 '7D • � /(100 )R � ;��•• o • /.�o '7D o; . \ VO •/ \50.00 y0o; cN 0.00 \ \Ne D'\DldDrl�. 005 Projects\05-222 Glnochlo\LLA\dwg\lot line adjustnent.dwg 6/12/2007 9136,53 AM PDT 2o40s y : _ � U� 1 _ O • w I Ir t. � � � I � �� 71 � i' vT o pyo 0 -i E ¢¢ r s a.9 ^ �� .'I�.. I � ? ��S :' i .•I;� � -��' �-0.' O '�� \i�P� �� .' I.2 I 1 I 1� to I ` �� 1�� N a J s � I z C o Y � L G L _I 1 Z t ' ... ... ... . f WOTp ::Ali Materiels & VTorkinansPahm Be f1lAccordance with Recognized Goorctices and of a Quality Prescribed for the S�scjfjed use In ti -4e Uniform Building, plumbij-Ig & Mechanical Codes and the National Electrical Code. kept ""of plane and gVeelftcatiOns MMT be Pt on they ob at all times an It 4 ,r 4 unlawful to --Ulges or alterations on same without -'Written permission b"DIXI the Department of public V79rk,s, COUntV of Butte. 1 LLJ C Ix jx C LLJ C 0 U40 R M* WOTp ::Ali Materiels & VTorkinansPahm Be f1lAccordance with Recognized Goorctices and of a Quality Prescribed for the S�scjfjed use In ti -4e Uniform Building, plumbij-Ig & Mechanical Codes and the National Electrical Code. kept ""of plane and gVeelftcatiOns MMT be Pt on they ob at all times an It 4 ,r 4 unlawful to --Ulges or alterations on same without -'Written permission b"DIXI the Department of public V79rk,s, COUntV of Butte. 06 tdo A006 .0%0 .0% - 4 Location of structures equipment shall be as shown & clear of all easements. Ct- r 0-6— Ti Ile Le 7 1. 4f. i 1%j 11. t a 1 06 tdo A006 .0%0 .0% - 4 Location of structures equipment shall be as shown & clear of all easements. Ct- r 0-6— Ti Ile Le 7 1. 4f. i 1%j 11. t a \ � ' zH : >• * w �' . � < 3 • ,z . , .,�/\ . ! •./ , \ _ 2 - - . � •! g k / k � ® . MISSION m I 1� NAME: HYDRAULIC DESIGN INFORMATION SHEET AREA #: I Santos Residence DATE: 6/22/09 CONTRACT #: 3883C ADDRESS: 6435 Cana Highway SYSTEM#: 1 BUILDING: DRAWING CALCULATED BY: FOOTHILL FIRE PROTECTION, INC. CONTRUCTION: Wood Construction OCCUPANCY: Residential APPROVING AUTHORITIES: DESIGN: NFPA 13D AREA OF SPRINKLER OPERATION DENSITY: .05 AREA PER SPRINKLER: 256sq. ft. HOSE ALLOWANCE: 5gpm CALCULATION SUMMARY: GPM: 31.9 2 Head Calculation PSI REQUIRED AT THE SOURCE (NODE #1): "C" FACTOR: OVERHEAD: 150 WATER -FLOW INFORMATION: DATE: STATIC: RESIDUAL: FLOW: ELEVATION: FP -1 SPRINELER TYPE: MAKE: Tyco MODEL: LFII ORIFICE: 7/16 K -FACTOR: 4.9 TYPE: LFII SSP Concealed TEMP. RATING: 155 PSI AVAILABLE: N/A 30.0 UNDERGROUND: 150 L�j 1 CAF I CLASS 1 F ON L I CENS'E N 0" -�783' 32 0 1 c - -- — --------- BUTTE COUNTY 19ULDING DIVISION APPROVED - AGGREGATE, FLOW ANALYSIS: -TQTAL FLOW AT SOURCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page DATB,.- 5/2.9,/2QOKAD, DR-WINGS�\gESTDENTI 0, -:0 SANTOS RESIDENcEAARRA i,s.DF JOS TITLE: Santos Residenc,e 0 GPM 9. 0 K=l 4.9 01 WATER: SUPPLY DATA. 8.2 SOURCE STATic RESID. FLOW AVAIL; 70TAL, REQ. 1,D NODE:: PRESS PRESS, PggS$. @ DEMAND PRESS. TAG, (PSI) PSI,) (GPM) (PSM (GPM) (PSI) ,90TJ RCE, Q!/M. 0.0 (N/A) 0'.0 31A 3 0 , 0 - AGGREGATE, FLOW ANALYSIS: -TQTAL FLOW AT SOURCE 3!.9 GPM :TQTAL HOSE -STREAM, AI4LOWANQE-,AT SOURCE 5.0 GPM OTHER 4;�L '9Q,9`E STREAM.'-':QWANCF'S' 0, -:0 GPM TOjlAL.:DI,$'CHARGE- :FROM. ACT VR SPRINKLERS 2, 6. 9 0 GPM NODE X�ALY91,S DATA ,NODE -TAG 'ELEVATION" NODE TYPE PRESSURE VISQH RGE (PsI') (GPM), X;;; 4-5,0 7. 0 13 -0 4 9. 0 K=l 4.9 01 3, 8.2 TOR 22, 1, 010' _ 28.3 SOURCE. S,QlVRqE 30,0 SPRINKLER. SYSTEM. HYDRAULIC ANALYSIS Page 2 DATE,: 5/29J2009CAP DRAWINGS'\RES, IOENTIAL\,jS83t SANTO S R.ESIDENCE\AREA l �5DF JOB TITLE: Santos Residence. PIPEDATA PIPE TAG Q (GPM.) END ELEV. NOZ. ,NODES (FT) (K) Pipe: 1 SOUj2C8 0.0 SRCE BOA o . b 6.0 Pl�pe�; 2 B'OR, 0 TOR 9.5 Pipe-: 3 '' , TOR 9,8 1 9.5 (4): PIPE. FITTINGS TABLE PiPe. Table Nar4e:. 8TANDARD..VIP Q (GPM.) DIAJIN) LENGTH: PRESS. PT DISC. VEL. (FPS.e) HW (C) pipe, SUM, '(PSI) (GPM`) PLIFT Plpe 3 2.9 91-5 4 - 6:4.00 P 1.7 Pipe. 7 3: 15.6 9.5 3-E PE 0 0 (4): PIPE. FITTINGS TABLE PiPe. Table Nar4e:. 8TANDARD..VIP Q (GPM.) DIAJIN) LENGTH: PRESS. PT DISC. VEL. (FPS.e) HW (C) SUM, '(PSI) (GPM`) PLIFT 2.9 1,598 PL 6:4.00 P 1.7 (N/A) 4-3 15.6 FTG 3-E PE 0 0 28,3> 0.0,19 M 87-00 PV 26.9 1.101 PL. 9.50 SPF 2.1 28.3 0',0 9. 150. FTG EC PE -4.1 22,1 0-0 Q, 118 TI, 117.50 PV -9 1.101 'PL 47_.85 , F 6.8 22 9'. .5.0 FTG ET4,T, PE 0 15.3' 6. 1.18 rz. :5 7,. Is $, PV 26.9: 1..101 P1,: 2 8,. 5.0 PV 4.4 1-5. 01.9 9.1 150• FTG T41, PE 0 0.1;18• TL '3;`7.50' PV 26 -'9 15 -'0:0 PF 10.9• 0"0 5' 1 so pt6 T3 PE Q, P 8'. 2 bab b TL 23, . 00 PV 1. 1011 PL 75 Z O."D 4 7 150 PTO F. PE 0.2. .8,0 1319 0-0,35' TL Lo . 75 PV 13.6 1 1,01 PL 16.15 PF iA 8.2 0.0 4.4 15 0 VTG 4E, 'PIR" 0.2 1 4 ob 13 4 G 0 031: TL 44.75 ?V (4): PIPE. FITTINGS TABLE PiPe. Table Nar4e:. 8TANDARD..VIP SP.P,1NkL9R SYSTEM R.YDRA7LIC ANALYSTS Page 3 DATE: 8/29/200.9CAb DRAWINGS \ RES IDENTIAL\ 3 8 8.3 C SANTOS RESIDENCE\ AREA SAF joB TITLE Santos kesidence PAGE: MATERIAL: CPUC; HWC; 15,0 1pia'me�ter Fqulvale , ht Fitting Lengths. in Feet L c. A D N 811 Tee. 1-ngE1.1, ChkVIv BfyVIv G:atV.1v AlmC hk DPVIV I. 10 1 7. Oft. 5.06 i;: 001.00 1.00 2,8. Q 0 1!2.00 0.00 0-0.. ol 1.59`8 9.00 9-00• 1.00 -1-00 2.00 43.0;;0 olo 18 . Go 0.Q,o — 01-00 50-0 G, A U G 40— 0 E P R 30A S U R. E ,20 .0 i 10.0 HE 44,� WATER SUPPLY .ANALYSTS FLOW'(GPM) W H H tv to LQ ,u (D til, SPRINKLER $y8TtM.HyDRAULIC ANALYSIS Pa.gp DATEDRAWXNG.S\RESI IA DENT L\388,3C SANTOS RESIDENCE\AREAaI.SDF O,B TITLE', 'Sa htos Residence WATER SUPPLY CURVE. owl ME 11 36+ 33+ i. ox 27+ P 24+ E 0 21-t TT; R. T8+ 12+ 9+ 6+• LEGEND Reqt1l'red Waiter, S.:api)ly to 29.96: ps, i (4 31,_9 gpm 200: 30Q 400 500 '600, 700 800, '900 'I.00'o FLOW (GPM) owl ME 11 tqco Fire & Building 11products Technical Services: Tel: (800) 381-9312 1 Fax: (800) 791-5500 la T. rapic onse HOME FIRE SPRINKLER SYSTEM Series LF11 Residential Concealed Pendent Sprinklers, Flat Plate 4.9 K -factor General Description The Series LFII (TY3596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII (TY3596) provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY3596) has a 4.9 (60,5) K -factor that provides the re- quired residential flow rates at reduced IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page I of 4 M11mv 11 pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY3596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LF11 (TY3596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling 'in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY3596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- �ng J . urisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de - vi . ces J . n proper operating condition. The installing contractor or sprinkler manufacturer should be contacted wi . th any questions. SprinklerlModel lidentl lication Number SIN TY3596 JANUARY, 2006 , (-:::) �, 3 'L t5uj UN Techni DIVIQ SIGN!; Data ED Approvals: LIL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GpM/pSil/2 (70,6 LPM/barl/2) Temperature Rating: 160,F/71'C Sprinkler with 1350F/57'C Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body . . . . . . . . . . . . . . Brass Cap . . . . . . . . . . . . . . Bronze Saddle . . . . . . . . . . . . . Brass Sealing Assembly . . . . . . . . . . . . . . . Beryllium Nickel wi Teflont Soldered Link Halves . . . . . Nickel Lever . . . . . . . . . . . . . Bronze Compression Screw . . . . . . Brass Deflector . . . . . . Copper or Brass Guide Pin Housing . . . . . Bronze TFP442 Page 2 of 4 TFP442 UNJ Is, V (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLEA NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Guide Pins ...... Stainless Steel Support Cup .......... Steel Cover Plate .......... Copper Retainer ............ Brass Cover Plate Ejection Spring ..... ............ Stainless Steel tDuPont Registered Trademark Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design teria The Series LFII (TY3596) Residential Concealed Pendent Sprinklers are LIL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NF1PA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following. • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0. 1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Ta- ble A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY3596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 112 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19, 0 Nm). A maxi- Minimum Flow (b) and Maximum Maximum Residual Pressure Coverage Spacing For Horizontal Ceiling Area (a) Ft. (Max. 2 Inch Rise Ft. x Ft. (m) for 12 Inch Run) (m x m) 160*F/71*C Sprinkler 12 x 12 12 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 14 x 14 14 13 GPM (53,0 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 16 x 16 16 13 GPM (60,13 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 18 x 18 18 17 GPM (64,3 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 20x2O 20 20 GPM (75,7 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1, 15 bar) TFP442 UNJ Is, V (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLEA NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Guide Pins ...... Stainless Steel Support Cup .......... Steel Cover Plate .......... Copper Retainer ............ Brass Cover Plate Ejection Spring ..... ............ Stainless Steel tDuPont Registered Trademark Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design teria The Series LFII (TY3596) Residential Concealed Pendent Sprinklers are LIL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NF1PA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following. • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0. 1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Ta- ble A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY3596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 112 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19, 0 Nm). A maxi- TFP442 BODY SEALING (1/2" NPT) _i ASSEMBLY SPRINKLER �I %i■�J�� AlWRENCHINGAREA SOLDER J COVER PLATE/RETAINER \-� COVER TAB ASSEMBLY PLATE FIGURE 1 SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER 2-1/2" DIA. COMPRESSION SUPPORT 1/2" (12,7 mm) SCREW CUP WITH THREADED SPRINKLER ROLLFORMED ADJUSTMENT FITTING THREADS LEVER GUIDE I I PIN i SOLDER LINK ELEMENT GUIDE PIN i (47,6 mm HOUSING 1/8" GAP I ±3,2 mm) DEFLECTOR J _ -� OPERATED DEFLECTOR i �J^ -r i POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY THREAD INTO I I RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING DIMPLES SURFACE IS O O EJECTION FLUSH WITH SPRING CEILING SOLDER J COVER PLATE/RETAINER \-� COVER TAB ASSEMBLY PLATE FIGURE 1 SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER 2-1/2" DIA. (63,5 mm) 1/2" (12,7 mm) FACE OF 1/2" THREADED SPRINKLER NPT ADJUSTMENT FITTING 1-7/8"±1/8" (47,6 mm 1/8" GAP I ±3,2 mm) I (3-2 mm) COVER- SPRINKLER - RETAINER SUPPORT CUP ASSEMBLY ASSEMBLY MOUNTING SURFACE Page 3 of 4 mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Cover Plate/Retainer Assembly by under- or over -tightening the Sprinkler. Read- just the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 18 Wrench shown in Fig- ure 2, install and tighten the Sprink- ler/Support Cup Assembly into the fit- ting. The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. WRENCH RECESS 0 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 18 SPRINKLER WRENCH SPRINKLER - SUPPORT CUP ASSEMBLY /OPERATED SPRINKLER_ COVER PLATE RETAINER 7/8" (22,2 mm) 1-1/8" (28,6 mm) 3-3/16" DIA. DISPOSABLE DEFLECTOR IN (81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS /PROTECTIVE CAP /ACTIVATED DEF. t 1 1, 1911) fN Page 4 of 4 Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceil- ing installation and/or during applica- tion of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently push- ing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service". Step 5. Afterthe ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot b n - gaged sufficiently to contact th ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series LFII (TY3596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of a Cover Plate may delay the sprinkler operation in a fire situ- ation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the 'in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the spn . n- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. imited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (110) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents; manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subjectto misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- TFP442 ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The forecloina warranty is made in lieu of any and all other warranties, ex- . )lied, includina warranties bf merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability.. Sprinkler Assembly: Series LFII (TY3596), K=4.9, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, P/N 51-112-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series ILFII (TY3596), K-_4 ' 9, Residential Concealed Pen- dent Sprinkler, P/N (specify). Chrome .................. P/N 56-122-9-135 Off White ................. P/N 56-122-0-135 Bright White ............... P/N 56-122-4-135 Flat White ................ P/N 56-122-5-135 White (RAL901 0)* .......... P/N 56-122-3-135 Custom .................. P/N 56-122-X-135 *Eastern Hemisphere sales only. Sprinkler Wrench: Specify: W -Type 18 Sprinkler Wrench, P/N 56-00041�65:i-:�_ 'T'V Ci U N TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqCCFire &Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Pendent Sprinklers 4.9 K -factor General Description The Series LFII (TY2234) Residential Pendent Sprinklers are decorative, fast response, frangible bulb sprin- klers designed for use in residential occupancies such as homes, apart- ments, dormitories, and hotels. When aesthetics and optimized flow charac- teristics are the major consideration, the Series LFII (TY2234) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2234) has a 4.9 (70,6) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII (TY2234) is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Es- cutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING' that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceil- ing position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII (TY2234) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY2234) Residential Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler/Model Identification Number SIN TY2234 JANUARY, 2006 ,a rapid ns respoeM HOME FIRE SPRINKLER SYSTEM DING DI V I BIO N TFP400 Page 2 of 8 TFP400 (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLEA NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Technical Data Approvals: LIL and C-LIL Listed. NYC Approved under MEA 44-03-E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GpM/pSil/2 (70,6 LPM/barl/2) Temperature Rating: 155'F/68'C or 175'F/79'C Finishes: White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics: Frame . . . . . . . . . . . . . . Brass Minimum Flow (b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Area (a) Spacing Ft. For Horizontal Ceiling (Max. 2 Inch Rise For Sloped Ceiling (Greater Than 2 Inch Rise For Sloped Ceiling (Greater Than 4 Inch Rise Ft. x Ft. (m) for 12 Inch Run) Up To Max. 4 Inch Rise for 12 Inch Run) Up To Max. 8 Inch Rise for 12 Inch Run) (m x m) 155'F/68*C or 155*F/68'C 175*F/79'C 155*F/68'C 175*F/79'C I 175*F/79*C 12 x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar)_ 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 16 x 16 16 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (4,9 x 4,9) 1 (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 18 x 18 18 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar)_ 20 x 20 20 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) 22 GPM (83,3 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1, 15 bar) 16.7 psi (1, 15 bar) 16.7psi(1,15bar) 18.4 psi (1,27 bar) 20.2 psi (1,39 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLEA NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Technical Data Approvals: LIL and C-LIL Listed. NYC Approved under MEA 44-03-E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GpM/pSil/2 (70,6 LPM/barl/2) Temperature Rating: 155'F/68'C or 175'F/79'C Finishes: White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics: Frame . . . . . . . . . . . . . . Brass Button . . . . . . . . . . . . . Bronze Sealing Assembly . . . . . . . . . . Beryllium Nickel w/Teflont Bulb . . . . . . . . . 3 mm dia. Glass Compression Screw . . . . . Bronze Deflector . . . . . . . . . . . Bronze Ejection Spring . . . . Stainless Steel tDuPont Registered Trademark Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. Design Criteria The Series 1-1711 (TY2234) Residential Pendent Sprinklers are UL and C -UL Listed for installation in accordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the local Authority having Juris- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. A minimum discharge of 0. 1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. For "Horizontal Ceilings" (maximum 2 inch rise for 12 inch run), the sprin- klers are to be installed with a deflec- tor to ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTES The "Beam Ceiling Design Criteria" section starting on Page 4 permits de- fiector to ceiling distances up to 15-314 inches. So as to help avoid obstructions to water distribution, a maximum 12 inch deflector-to-ceifing distance is permit- ted for NFPA 13D and NFPA 13R appli- cations where the sprinklers are located in closets. For "Sloped Ceilings" (greater than 2 inch RM,0�f- 8 ICU.� s inch run , the sprinNers are o be inst TFP400 Page 3 of 8 7/16" (11,1 mm) 1/2„ ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 2-7/8" DIA. 1- Frame MAKE -IN SURFACE (73,0 mm) 2 - Button 3 - Sealing Assembly 1 4 -Bulb ; 5- Compression 2 ; Screw 2-1/4" 6 - Deflector * 3 p (57,2 mm) 4 1-5/8" (41,3 mm) WIFLATS STYLE 20 RECESSED * Temperature 5 ESCUTCHEON rating is indicated on 6* Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 2-7/8" DIA. 7/16±1/8" (73,0 mm) 1/2" (12,7 mm) (11,1±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF SPRINKLER MOUNTING FITTING PLATE A MOUNTING SURFACE 1/8" (3,2 mm) CLOSURE TY2234 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY2234) RESIDENTIAL PENDENT SPRINKLER distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2 Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Ta- ble A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). WRENCH RECESS (END "A" USED FOR TY2234) FIGURE 3 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH e)'U Page 4 of 8 Beam Ceiling Design Criteria The Series LF11 (TY2234) Residential Pendent Sprinklers are UL and C -UL Listed for installation in residential oc- cupancies with horizontal ceilings (i.e slopes up to a 2 inch rise over a 12 inc� run) with beams when installed in ac- cordance with the following criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 5, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross -Section: Maxi- mum depth of 14 inches and the maxi- mum width is unlimited. The cross- sectional shape of the primary beam may be rectangular to circular. Secondary Beam Cross -Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 6A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 6B). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 6C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 6C). Lintels. Lintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. Sprinkler Types. Series LF11 (TY2234), 155F and 175F, Pendent and Recessed Pendent Residential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The deflector to bottom of primary beams for the Series LF11 (TY2234) Pendent Sprinklers or Series LF11 (TY2234) Recessed Pen- dent Sprinklers is to be 1-1/4 to 1-3/4 inches (Fig. 5A). The vertical center- line of the Series LF11 (TY2234) Pen- dent Sprinklers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Fig 5B). NOTES Core drilling of beams to allow the in- stallation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LF11 (TY2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to the primary beam. Beam and Soffit Arrangements " A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- fited area (Fig.7). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft. - 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed to the compartment wall. TFP400 N N X N N N N N E E N N U� co N N N N N C? TY2234 B E E E E cq A MAXIMUM TY2234 ONE-HALF BEAM WIDTH PLUS 2" (50,8 mm) FIGURE 5 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Ceiling Design Criteria" section) NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. � -1 ), '. �, 1 - �_Ali VV TFP400 Page 5 of 8 DISFIGURES: , A AA� DISTANCES ARE �, MEASURED TO 14" (356 mm) COMPARTMENT MAXIMUM WALL FACES AND TO CENTERLINES OF BEAMS A= 3'-4" to 6-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH PRIMARY BEAM 20'-0" (6,1 m) MAXIMUM COMPARTMENT WALLS FIGURE 6A PRIMARY BEAM SPANS UP TO 20'-0" (6,1 m) IF f IF B A= 3'-4" to 6-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV - SECONDARY B ING A 14" (356 mm) MAXIMUM BEAM DEPTH IF B = 20'-0" (6,1 m) MAXIMUM FOR SECONDARY BEAMS THATARE TO BE EQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0" (6,1 m) COMPARTMENT WALLS FIGURE 6B PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) Ai� AI W A--� I C A= 3'-4" to 6-0" (1,0 to 1,8 m) yFOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM SECONDARYC DEPTH BEAM C=3 '-4" (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS * PRIMARY — or— BEAM C =ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF *REFER TO PRIMARY BEAMS FIGURE 6B COMPARTMENT FOR SPANS WALLS u u N y EXCEEDING �" 20'-0" (6,1 m) t I �, 9 J FIGURE 6C = : .., I J, l COMBINATIONS OF PRIMARYAND SECONDARY BEAMS FIGURE 6 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Page 6 of 8 TFP400 Installation The Series LFII (TY2234) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft. lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Pendent sprinklers are to be installed in the pendent position with the deflector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W -Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Pendent Sprinklers must be installed in ac- cordance with the following instruc- tions. Step A. Recessed pendent sprinklers are to be installed in the pendent posi- tion with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W -Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The Series LFII (TY2234) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must b exercised to avoid dam- �,e i 3 C atl1 1 1 TFP400 age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the spn . n- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster, otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties- ex- press or implied- including warranties of merchantability and fitness for a l2ar- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Page 7 of 8 Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability.. Sprinkler Assembly: Series LFII (TY2234), K=4.9, Residen- tial Pendent Sprinkler with (specify) temperature rating and (specify) fin- ish, P/N (specify). 155'F/68'C or Chrome Plated ......... P/N 51-201-9-155 155*F/68'C White Polyester ......... P/N 51-201-4-155 155oF/68oC White (RAL901 0) ............. P/N 51-201-3-155 155oF/68oC Natural Brass ........... P/N 51-201-1-155 175'F/79'C or Chrome Plated ......... P/N 51-201-9-175 175'F/79'C White Polyester ......... P/N 51-201-4-175 175oF/79oC White (RAL901 0) ............. P/N 51-201-3-175 175'F/79'C Natural Brass ........... P/N 51-201-1-175 *Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (spec- ify*). *Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001. BUTT E �O U N`1_%T/ V 0 U I L 'D I N U Page 8 of 8 TFP400 BUTTE COUNTY BUH.-DING DIVISION OVE,71 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 11MIF 11 CPVC FireLock® Piping Products PRODUCT DESCRIPTION VICTAULIC® IS AN ISO 9001 CERTIFIED COMPANY Victaulic FireLock CPVC products are designed for use on residential fire sprinkler systems. Impact resistant Victaulic FireLock CPVC products range in size from 3/4" to 2", UL Listed and FM Approved for services up to 175 psi (1205 kPa) at 150°F (66°C). This complete system consists of straight and reducing fittings, couplings, pipes, and solvent cement. The CPVC FireLock One -Step Solvent Cement eliminates the need for primers which simplifies installations by reducing curing times and easing installation. CPVC FireLock pipe is SDR 13.5 as specified in ASTM -F442 The Victaulic line of FireLock CPVC products meets NFPA 13, 13R and 13D standards for light hazard occupancies. They are also UL Listed for underground piping services as described in NFPA 24. Victaulic CPVC FireLock products are approved for NSF potable water services and comply with ANSI/ NSF Standard 61 for health effects. For complete fire protection application information, including listings and limitations, consult the Victaulic FireLock CPVC Fire Sprinkler System Design and Installation Manual (1-800). UL FM See,Victaulic publication 10.01 for details. L ) a"` ? i'rill 11 f Il 4"" 9 I( A5 MATERIAL SPECIFICATIONS Fittings: Conforming to ASTM F437, F438 and F439. Pipe: Conforming to ASTM F442. HANDLING AND STORAGE CPVC Pipe and Fittings Victaulic FireLock CPVC Sprinkler System Products resist attack from a group of chemicals that are corrosive to metallic piping. However, care must betaken to avoid contactwith chemicals that are harmful to CPVC material. Specific chemicals or chemical vapors that contact CPVC can weaken or severely damage the material. DO NOT expose Victaulic FireLock CPVC Sprinkler System Products to edible oils, esters, or ketones. In addition, DO NOT expose CPVC products to petroleum-based substances, such as cutting oils, packing oils, traditional pipe thread paste or dopes, and certain lubricants. Contact Victaulic concerning chemical compatibility with FireLock CPVC Sprinkler System Products. Victaulic FireLock CPVC Sprinkler System pipe and fittings should be stored at normal ambient temperatures, which must not exceed the maximum installation temperature of 150° F. Victaulic recommends storing FireLock CPVC Sprinkler System Products indoors where the product will not be exposed to heat -producing sources or sunlight. For extended indoor storage, the area must be well ventilated so that the ambient temperature does not exceed 150° F. When stored outdoors, Victaulic FireLock CPVC Sprinkler System Products must be covered with a non - transparent material to reduce the risk of extended exposure to sunlight and heat absorption, which could cause discoloration and weakening of CPVC material. Victaulic FireLock CPVC Sprinkler System Fittings must be stored in their original containers to prevent dirt accumulation and to help reduce the possibility of damage. Excessive loading (i.e. stacking, point loading, etc.) or excessive strapping or banding must be avoided to prevent CPVC material from warping. DO NOT drop CPVC products or allow anything to drop on them. Before installation, CPVC products must be inspected for any scratches, splits, gouges, or warping that may have occurred from improper handling or storage. Damaged sections of CPVC pipe must be cut out and discarded. Any damaged fittings must be discarded. 0 REGISTERED TRADEMARK OF VICTAULIC - 0 COPYRIGHT 2004 VICTAULIC - PRINTED IN U.S.A. -SKU #WCAS-65JL2J Victaulic Company of America • Phone: 1-800-PICK-VIC (1 -800-742-5842) • Fax: 610-250-8817 • e-mail:pickvicCvictaulic.com Victaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada@victaulic.com Victaulic Europe • Phone:32-9-381-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulic,be Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical(Pvictaulic.com Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 • e-mail: vicapcvictaulic.com MEN lflfll� L! i'a 2975 REV F I�iti.su'1c® DIMENSIONS - PIPE AND ACCESSORIES No. 805 Pipe* Pipe Size Dimens ons Pipe Size Nominal Actual Diameter Outside Dia. Average Average Inches/mm Inches/mm O.D. I.D. 3/4 1.050 1.050 0.874 20 26,9 26,7 22,2 1 1.315 1.315 1.101 25 33,7 33,4 28,0 11/4 1.660 1,660 1.394 32 42,2 42,2 35,6 11/2 1.900 1.900 1.598 40 48,3 48,3 40,6 2 2.375 2.375 2.003 50 60,3 60,3 50,9 NU I L: Firel-OCK UPVC pipe Is produced In SUK 13.5 uimensions In accordance With AS I M F442. SCanoaro ulmension Ratio Is the ratio of the outside pipe diameter to the wall thickness of the pipe. *Pipe is available in 10" and 15" lengths. Contact Victaulic for pricing and delivery. Victaulic Dimens ons Pipe Size Inches/millimeters Nominal Actual Socket Socket Schedule 40 Schedule 80 Diameter Outside Dia. Entrance Bottom Min. Socket Length Min. Socket Length Inches/mm Inches/mm A B Tolerance C C 3/4 1.050 1.058 1.046 ±0.004 0.719 1.000 20 26,9 26,87 26,57 0,1 18,26 25,4 1 1.315 1.325 1.310 ±0.005 0.875 1.125 25 33,7 33,66 33,27 0,13 22,23 28,58 11/4 1.660 1.670 1.655 ±0.005 0.938 1.250 32 42,2 42,42 42,04 0,13 23,83 31,75 11/2 1.900 1.912 1.894 ±0.006 1.094 1.375 40 48,3 48,56 48,11 0,15 27,79 34,93 2 2.375 2.387 2.369 ±0.006 1.156 1.500 50 60,3 60,63 60,17 0,15 29,36 38,1 Victaulic One Solvent Cement is available to join the Victaulic CPVC FireLock Fire Sprinkler Products. This is CPVC FireLock Victaulic's Style #899 CPVC FireLock One -Step Solvent Cement. The One -Step Solvent cementing One -Step Solvent process eliminates the need for primers that are typical in two-step cementing processes. The One -Step Cement joining method simplifies installations by reducing labor and offers faster curing times prior to pressure testing in most cases. Victaulic FireLock CPVC fittings are approved for use with other brands of solvent cement. Please refer to the 1-800 manual for a complete listing of approved solvent cements. Follow only the Victaulic CPVC FireLock® One -Step Cure times in the 1-800 Victaulic CPVC Installation manual. Copies of this manual can be requested by contacting Victaulic. For MSDS information request Publication 10.82. 2 CPVC Piping Systems i . l DIMENSIONS - FITTINGS No. 810 90° Elbow (Soc X SOC) E D �I I k—H--�I No. 811 45° Elbow (SOC X SOC) ET I -H—.I Piping Systems 11 .UNG DIVIk 3 Dimensions Aprx. Fitting Size Inches/millimeters Aprx, Nominal Actual D LbsJkg mm Weight Each Diameter Outside Dia, 1 X 3/4 1.69 1.81 G LbsJkg Inches/mm Inches/mm H I 3/, 1.050 1.31 0.09 2.06 0.1 20 26,9 33,3 2,3 52,3 0,1 1 1.315 1.63 0.13 2.38 0.1 25 33,7 41,4 3,3 60,5 0,1 11/4 1.660 2.00 0.13 2.63 0.1 32 42,2 50,8 3,3 66,8 0,1 11/2 1.900 2.38 0.13 2.88 032 40 48,3 60,5 3,3 73,2 0,1 2 2.375 3.00 0.25 3.31 0.5 50 60,3 76,2 1 6,4 84,1 0,2 .UNG DIVIk 3 Dimensions Aprx. Fitting Size Inches/millimeters Weight Each Nominal Actual D LbsJkg mm Aprx. Weight Each Diameter Outside Dia. 1 X 3/4 1.69 1.81 D Lbs./kg Inches/mm Inches/mm H E 3/4 1.050 1.31 1.56 0.56 0.1 20 26,9 33,3 39,6 14,2 0,1 1 1.315 1.69 1.63 0.72 0.2 25 33,7 42,9 41,4 18,3 0,1 11/4 1.660 2.00 2.06 0.81 0.2 32 42,2 50,8 52,3 20,6 0,1 11/2 1.900 2.19 2.28 0.97 0.3 40 48,3 55,6 57,9 24,6 0,1 2 2.375 2.88 2.75 1.25 0.6 50 160,3 1 73,2 69,9 31,8 0,3 .UNG DIVIk 3 Dimensions Aprx. SIZE Inches Inches/millimeters Weight Each Nominal E D LbsJkg mm H Diameter Outside Dia. 1 X 3/4 1.69 1.81 1.06 0.2 25 X 20 42,9 46,0 26,9 0,1 .UNG DIVIk 3 Dimensions Fitting Size Inches/millimeters Nominal Actual App' Weight Each Diameter Outside Dia. D LbsJkg Inches/mm Inches/mm H E 3/4 1.050 1.38 1.31 0.31 0.1 20 26,9 35,1 33,3 7,9 0,1 1 1.315 1.63 1.47 0.34 0.1 25 33,7 41,4 37,3 8,6 0,1 11/4 1.660 2.06 2.03 0.31 0.2 32 42,2 52,3 51,6 7,9 0,1 11/2 1.900 2.38 1.91 0.50 0.5 40 48,3 60,5 48,5 12,7 0,2 2 2.375 2.88 2.19 0.66 0.5 50 60,3 73,2 55,6 16,8 0,2 .UNG DIVIk 3 DIMENSIONS - FITTINGS No. 814 Sprinkler 900 Elbow with Stainless Steel Reinforced Plastic Thread Style (Soc X SR Fipt) E' -'I I H' � I � h H—■I No. 813 Sprinkler 90° Elbow Metallic Thread Insert Style (Soc X Fipt Insert*) SIZE Dimensions Aprx, Nominal Inches/millimeters Weight Inches Actual Weight Each mm H H' E E' D D' Lbs./kg 3/4 X 1/2 1.38 1.19 1.5 1.53 0.50 0.81 0.1 20 X 15 35,1 30,2 38,1 38,9 12,7 20,6 0,1 1 X 1/2 1.72 1.19 1.59 1.69 0.50 0.97 02 25 X 15 43,7 30,2 40,4 42,9 12,7 24,6 0,1 1 X 3/4 1.75 1.38 1.66 1.59 0.53 0.84 0.2 25 X 20 44,5 35,1 42,2 40,4 13,5 21,3 0,1 11/4 X 1/2 2.06 1.19 1.69 1.78 0,44 1.06 0.2 32 X 15 52,3 30,2 42,9 45,2 11,2 26,9 0,1 SIZE Dimensions Aprx. Nominal Inches/mlllimeters Weight InchesEach Actual Weight Diameter mm H H' E E' D D' Lbs.lkg 3/4 X'/2 1.38 1.19 1.50 1.50 0.50 1.00 0.2 20 X 15 35,1 30,2 38,1 38,1 12,7 25,4 0,1 1 X 1/2 1.69 1.19 1.59 1.66 0.50 1.06 0,2 25 X 15 42,9 30,2 40,4 42,2 12,7 26,9 0,1 1 X 3/4 1.69 1.38 1.66 1.81 0.56 1.16 0,3 25 X 20 42,9 35,1 42,2 46,0 14,2 29,5 0,1 11/4 X 1/2 2.06 1.19 1.25 1.91 0.75 1.34 0,4 32 X 15 52,3 30,2 31,8 48,5 19,1 34,0 0,2 -ri:r-rcarwr- 4 CPVC Piping Systems Dimensions Fitting Size Inchestmillimeters Aprx Nominal Actual Weight Diameter Outside Dia Each Inches/mm Inches/mm H E D G LbsJkg 3/4 1.050 1.31 1.56 0.56 2.66 0.1 20 26,9 33,3 39,6 14,2 67,6 0,1 1 1.315 1.63 1.81 0.75 3.63 0.3 25 33,7 41,4 46,0 19,1 92,2 0,1 11/4 1.660 2.00 2.13 0.88 4.25 0.4 32 42,2 50,8 54,1 22,4 108 0,2 11/2 1.900 2.31 2.56 1.19 5.06 0.6 40 48,3 58,7 65,0 30,2 128,5 0,3 2 2.375 2.88 2.94 1.44 5.88 1.0 50 60,3 73,2 74,7 36,6 149,4 0,5 4 CPVC Piping Systems DIMENSIONS - FITTINGS No. 82'1 Sprinkler Tee Metallic Thread Insert Style (Soc X Soc X Rpt Insert*) T H T No. 823 Sprinkler Tee with Stainless Steel Reinforced Plastic Thread Style (Soc X Soc X SR Fipt) E - ''-E' � EIIZ D2 i - 4-- --- .H'.� - G G No. 822 Sprinkler Tee Metallic Thread Insert Style (Soc X Fipt Insert* X Soc) *Insert of brass or type 416 5tainiess 5teei. Dimensions Aprx. SIZE Inches/millimeters Weight Nominal Each Each Inches/mm H H' H2 E E' E2 D D' D2 G Lbs./kg 3/4 X 3/4 X'/2 1.38 1.38 1.19 1.44 1.44 1.53 0.44 0.44 0.69 2.88 0.2 20 X 20 X 15 35,1 35,1 30,2 36,6 36,6 38,9 11,2 11,2 17,5 73,2 0,1 1 X 3/4 X'/2 1.69 1.38 1.19 1.56 1',56 1.69 0.50 0.50 0.84 3.13 0.2 25 X 20 X 15 42,9 35,1 30,2 39,6 39,6 42,9 12,7 12,7 21,3 79,5 0,1 1 X 1 X'/2 1.69 1.69 1.19 1.56 1.56 1.69 0.44 0.44 0.84 3.13 0.2 25 X 25 X 15 42,9 42,9 30,2 39,6 39,6 42,9 11,2 11,2 21,3 79,5 0,1 1 X 1 X 1 1.69 1.69 1.69 1.81 1.81 1.94 0.69 0.69 0.84 3.63 0.4 25 X 25 X 25 42,9 42,9 42,9 46,0 46,0 49,3 17,5 17,5 21,3 92,2 0,2 11/4 X 1 X 1/2 2.06 1.69 1.19 1.69 1.69 1.94 0.50 0.50 1.03 3.38 0.3 32 X 25 X 15 52,3 42,9 30,2 42,9 42,9 49,3 12,7 12,7 26,2 85,9 0,1 11/4 X 1'/4 X'/2 2.06 2.06 1.19 1.69 1.69 1.94 0.44 0.44 1.03 3.38 0.3 32 X 32 X 15 52,3 52,3 30,2 42,9 42,9 49,3 11,2 11,2 26,2 85,9 0,1 11/2 X 11/4 X'/2 2.31 2.06 1.19 1.88 1.81 0.69 0.53 0.53 1.16 3.69 0.4 40 X 32 X 15 58,7 52,3 30,2 47,8 46,1 42,9 13,5 13,5 29,5 93,7 0,2 11/2 X 11/2 X'/2 2.31 2.31 1.19 1.88 1.88 1.94 0.50 0.50 1.16 3.75 0.4 40 X 40 X 15 58,7 583 30,2 47,8 1 47,8 1 49,3 12,7 12,7 29,5 95,3 0,2 2 X 11/2 X'/2 2.81 2.31 1.19 2.00 1.94 1.94 0.50 0.50 1.41 3.94 0.5 50 X 40 X 15 71,4 58,7 30,2 50,8 49,3 49,3 12,7 12,7 35,8 100,1 0,2 2 X 2 X 1/2 2.81 2.81 1.19 2.00 2.00 1.94 0.50 0.50 1.41 4.00 0.5 50 X 50X 15 71,4 71,4 30,2 50,8 50,8 49,3 12,7 12,7 35,8 101,6 0,2 *Insert of brass or type 416 5tainiess 5teei. *Insert of brass or Type 416 Stainless Steel 8H u..._u"r y CPVC Piping Systems 5 1I :SIT II Dimensions Aprx. SIZE Inchesimillimeters Weight Nominal Each Each Inches/mm H H' H2 E E' P D D' D2 G LbsJkg 3/4 X 3/4 X'/2 1.38 1.38 1.19 1.94 1.94 1.63 0.63 0.63 0.69 3.22 0.2 20 X 20 X 15 35,1 35,1 30,2 49,3 49,3 41,4 16 16 17,5 81,8 0,1 1 X 3/4 X 1/2 1.75 1.38 1.19 1.56 1.56 1.63 0.44 0.56 0.91 3.13 0.2 25 X 20 X 15 44,5 35,1 30,2 39,6 39,6 41,4 11,2 14,2 23,1 79,5 0,1 1 X 1 X 1/2 1.72 1.72 1.19 1.56 1.56 1.63 0.44 0.44 0.91 3.13 0.2 25 X 25 X 15 43,7 43,7 30,2 39,6 39,6 41,4 11,2 11,2 23,1 79,5 0,1 1 X 1 X 1 1.72 1.72 1.69 1.81 1.81 1.93 0.66 0.66 0.97 3.63 0.3 25 X 25 X 25 43,7 43,7 42,9 46,0 46,0 49,0 16,8 16,8 24,6 92,2 0,1 11/4 X 1 X'/2 2.06 1.75 1.19 1.69 1.69 1.88 0.44 0.56 1.13 3.38 0.3 32 X 25 X 15 52,3 44,5 30,2 42,9 42,9 47,8 11,2 14,2 28,7 85,9 0,1 11/4 X 11/4 X'/2 2.06 2.06 1.22 1.69 1.69 1.88 0.44 0.44 1.13 3.38 0.3 32 X 32 X 15 52,3 1 52,3 31,0 42,9 42,9 1 47,8 11,2 11,2 2817 8519 0,1 11/2 X 11/4 X'/2 2.06 2.38 1.19 1.81 1.88 1.97 0.56 0.50 1.25 3.69 0.3 40 X 32 X 15 52,3 1 60,5 30,2 46,0 47,8 50,0 14,2 12,7 31,8 93,7 0,1 11/2 X 11/2 X 1/2 2.34 2.34 1.19 1.88 1.88 2.00 0.50 0.50 1.25 3.75 0.4 40 X 40 X 15 59,4 59,4 30,2 47,8 47,8 50,8 12,7 123 31,8 95,3 0,2 2 X 11/2 X 1/2 2.88 2.38 1.19 2.00 1.94 2.25 0.50 0.50 1.56 3.94 0.4 50 X 40 X 15 73,2 60,5 3012 50,8 49,3 57,2 12,7 12,7 39,6 100,1 0,2 2 X 2 X'/z 2.88 2.88 1.22 2.00 2.00 2.28 0.50 1 0.50 1.53 4.00 0.4 50 X 50 X 15 73,2 73,2 31,0 50,8 50,8 57,9 12,7 12,7 38,9 101,6 0,2 *Insert of brass or Type 416 Stainless Steel 8H u..._u"r y CPVC Piping Systems 5 1I :SIT II Dimensions Aprx. SIZE Inches/millimeters Weight Nominal Each Inches/mm H H' H2 E E' E2 D D' D2 G LbsJkg 1 X 1/2 X 1 1.69 1.19 1.69 1.56 1.81 1.56 0.69 1.13 0.84 3.38 0.2 25 X 15 X 25 42,9 30,2 42,9 39,6 46,0 39,6 17,5 28,7 21,3 85,9 0,1 *Insert of brass or Type 416 Stainless Steel 8H u..._u"r y CPVC Piping Systems 5 1I :SIT II DIMENSIONS - FITTINGS No. 824 Sprinkler Tee with SIZE Stainless Steel Nominal Inches/mm Reinforced Plastic 1 X'/2X1 Thread Style 25 X 15 X 25 (Soc X SR Rpt X Soc) E E' D I Dimensions Aprx. Inchesimillimeters Weight Each H H1 H2 E E1 Ez D I D' Dz G Lbs./kg 1.69 1.19 1.69 1.56 1.82 1.56 0.69 1.13 0.69 3.38 0.2 42,9 30,2 42,9 39,6 46,0 39,6 17,5 28,7 17,5 85,9 0,1 CPVC Piping Systems Dimensions Aprx. SIZE Inches/millimeters Weight Nominal Each Inches/mm H H' H2 E E' Ez D D' D2 G Lbs./kg 3/4 X 3/4 X 1 1.38 1.38 1.69 1.81 1.81 1.81 0.84 0.84 0.69 3.63 0.2 20 X 20 X 25 35,1 35,1 42,9 46,0 46,0 46,0 21,3 21,3 17,5 92,2 0,1 1 X 3/4 X 3/4 1.63 1.31 1.31 1.75 1.69 1.81 0.63 0.69 0.81 3.44 0.2 25 X 20 X 20 41,4 33,3 33,3 44,5 42,9 46,0 16 17,5 20,6 87,4 0,1 1 X 3/4 X 1 1.69 1.38 1.69 1.97 1.84 1.88 0.81 0.84 0.84 3.81 0.3 25 X 20 X 25 42,9 35,1 42,9 50,0 46,7 47,8 20,6 21,3 21,3 96,8 0,1 1 X 1 X 3/4 1.63 1.63 1.19 1.75 1.75 1.81 0.38 0.69 0.63 3.50 0.2 25 X 25 X 20 41,4 41,4 30,2 44,5 44,5 46,0 9,7 17,5 16,0 89,0 0,1 11/4 X 1 X 3/4 2.06 1.69 1.38 1.94 1.81 2.06 0.69 0.63 1.03 3.75 0.3 32 X 25 X 20 52,3 42,9 35,1 49,3 46,0 52,3 17,5 16,0 26.2 95,3 O,l 11/4 X 1 X 1 2.00 1.63 1.63 2.06 1.94 2.09 0.81 0.81 1.00 4.00 0.3 32 X 25 X 25 50,8 41,4 41,4 52,3 49,3 53;1 20,6 20,6 25,4 101,6 0,1 11/4 X 1 X 11/4 2.06 1.72 2.06 2.22 2.06 2,22 0.94 0.94 0.97 4.31 0.4 32 X 25 X32 52,3 433 52,3 56,4 43,7 56,4 23,9 23,9 24,6 104,5 0,2 11/4 X 11/4 X 3/4 2.00 2.00 1.31 1.91 1.91 1.97 0.66 0.66 1.00 3.81 0.2 32 X 32 X 20 50,8 50,8 1 33,3 48,5 48,5 50,0 16,8 16,8 25,4 96,8 0;1 11/4 X 11/4 X 1 2.06 2.06 1.69 2.09 2.09 2.22 0.59 0.59 1.03 4.19 0.4 32 X 32 X 25 52,3 52,3 42,9 53,1 53,1 56,4 15,0 15,0 26,2 106,4 0,2 11/4 X 11/4 X 11/2 2.06 2.06 2.38 2.38 2.38 2.38 1.13 1.13 1.03 4.75 0.5 32 X 32 X 40 52,3 52,3 60,5 60,5 60,5 60,5 28,7 28,7 26,2 120,7 0,2 11/2 X 11/4 X 3/4 2.50 2.06 1.81 2.31 2.31 1.94 0.91. 1.03 1.25 4.63 0.6 40 X 32 X 20 63,5 52,3 46,0 58,7 58,7 49,3 23,1 26,2 31,8 117,6 03 11/2 X 11/4 X 1 2.31 2.06 1.69 2.22 2.22 2.16 0.97 0.88 1.16 4.44 0.4 40 X 32 X 25 58,7 52,3 42,9 56,4 56,4 54,9 24,6 22,4 29,5 112,8 0,2 11/2 X 11/2 X 3/4 2.31 2.31 1.38 2.06 2.06 2.03 0.69 0.69 1.16 4.13 0.4 40 X 40 X 20 58,7 58,7 35,1 52,3 52,3 51,6 17,5 17,5 29,5 105,0 0,2 11/2 X 11/2 X 1 2.19 2.19 1.63 2.16 2.16 2.16 0.88 0.88 1.09 4.38 0.3 40 X 40 X 25 55,6 55,6 41,4 54,8 54,8 54,8 1 22,4 22,4 27,7 111,3 0,1 11/2 X 11/2 X 11/4 2.38 2.38 2.06 2.56 2.56 2.31 1.19 1.19 1.19 5.13 0.6 40 X 40 X 32 60,5 60,5 52,3 65,0 65,0 58,7 30,2 1 30,2 30,2 130,3 0,3 11/2 X 11/2 X 2 2.38 2.38 2.88 2.69 2.69 1.69 1,31 1.31 1.19 5.38 0.7 40 X 40 X 50 60,5 60,5 73,2 68,3 68,3 42,9 33,3 33,3 30,2 136,7 0,3 2 X 2 X 3/4 3.00 3.00 1.50 2.25 2,25 2.31 0.75 0.75 1.50 4.50 0.7 50 X 50 X 20 76,2 76,2 38,1 57,2 57,2 58,7 19,1 19,1 38,1 114,3 0,3 2 X 2 X 1 2.88 2.88 1.75 2.38 2.38 2.56 0.88 0.88 1.44 4.75 0.6 50 X 50 X 25 73,2 73,2 44,5 60,5 60,5 65,0 22,4 22,4 36,6 120,7 0,3 2 X 2 X 11/z 2.88 2.88 2.38 2.66 2.66 2.78 1.16 1.16 1.44 5.31 0.9 50 X 50 X 40 73,2 73,2 60,5 67,6 67,6 70,6 29,5 29,5 36,6 134,9 0,4 CPVC Piping Systems DIMENSIONS - FITTINGS No. 826 Bullhead Tee with Stainless Steel Reinforced Plastic Thread Style (SR Fipt X SR Fipt X Soc) E2 IEZ — — H' C SIZE Dimensions Aprx, Weight Nominal Inches/millimeters Each Inches/mm G H' H2 E2 LbsJkg 1/2 X 1/2 X 1 3.63 1.22 1.63 1.82 0.2 15 X 15 X 25 92,2 31,0 41,4 46,2 0,1 SIZE Dimensions Aprx, Nominal Inches/millimeters Weight Inches Actual Each mm H H' I G LbsJkg 1 X 3/4 1.69 1.38 0.22 2.38 0.1 25 X 20 42,9 35,1 5,6 60,5 0,1 11/4 X 3/4 2.06 1.38 0.34 2.63 0.2 32 X 20 52,3 35,1 8,6 66,8 0,1 11/4 X 1 2.13 1.75 0.31 2.69 0.2 32 X 25 54,1 44,5 7,9 68,3 0,1 11/2 X 3/4 2.38 1.38 0.09 2.50 0.2 40 X 20 60,5 35,1 2,3 63,5 0,1 11/2 X 1 2.38 1.69 0.09 2.63 0.2 40 X 25 60,5 42,9 23 66,8 0,1 11/2 X 11/4 2.38 2.13 0.16 2.81 0.2 40 X 32 60,5 54,1 4,1 71,4 0,1 2 X 3/4 2.88 1.38 0.81 3.25 0.3 50 X 20 73,2 35,1 20,6 82,6 01 2X1 2.88 1.69 0.19 2.81 0.3. 50 X 25 73,2 42,9 4,8 71,4 0,1 2 X 11/4 2.88 2.06 0.56 3.25 0.3 50 X 32 73,2 52,3 14,2 82,6 01 2 X 11/2 2.88 2.38 0.25 3.25 0.3 50 X 40 73,2 60,5 6,4 82,6 0,1 CPUC Piping Systems 7 Dimensions Pipe Size Inches/millimeters App Nominal Actual Weight Diameter Outside Dia. Each Inches/mm Inches/mm H I G Lbs./kg 11/4 1.660 2.06 1.56 2.81 0.2 32 42,2 52,3 39,6 71,4 0,1 11/2 1.900 2.38 1.50 2.88 0.2 40 1 48,3 1 60,5 38,1 73,2 0,1 2 2.375 2.88 1.56 3.06 0.3 50 60,3 73,2 39,6 77,7 0,1 CPUC Piping Systems 7 DIMENSIONS - FITTINGS No. 835 Cross (SOC X Soc X Soc X SOC) No. 836 Dimensions Cross Nominal Inches/millimeters with ReducingEnds size Inches/mm H H, E El D (SOC X SOC X SOC X SOC) 1 X 1 X 3/4 X 3/4 1.81 1.50 2.00 1.63 0.88 25 X 25 X 20 X 20 46,0 38,1 50,8 41,4 22,4 Aprx. Weight Each 01 G G' LbsJkg 163 4.00 3.25 0.4 16,0 101,6 1 82,6 0,2 Dimensions Fitting Size Inches/millimeters Aprx Nominal Actual Weight Diameter Outside Dia. Weight Diameter Outside Dia Each Inches/mm Inches/mm H I G O.D. Lbs./kg Each In./mm InJmm H H' E E1 D D' G G' LbsJkg 3/4 1.050 1.38 1,38 1.63 1.63 0.63 0.63 3.25 3.25 0.2 20 26,9 35,1 35,1 41,4 41,4 16,0 163 82,6 82,6 0,1 1 1.315 1.69 1.69 2.09 2.09 0.97 0.97 4.19 4.19 0.5 25 33,7 42,9 42,9 53,1 53,1 24,6 24,6 106,4 106,4 0,2 11/4 1.660 2.06 2.06 2.38 2.38 1.13 1.13 4.75 4.75 0.7 32 42,2 52,3 52,3 60,5 60,5 28,7 28,7 120,7 120,7 0,3 11/2 1.900 2.38 2.38 2.63 2.63 1.25 .1. 25 5.25 5.25 0.9 40 48,3 60,5 60,5 66,8 66,8 31,8 31,8 133,4 133,4 0,4 2 2.375 3.00 3.00 3.00 3.00 1.50 1.50 6.00 6.00 1.4 50 60,3 76,2 76,2 76,2 76,2 38,1 38.1 152,4 152,4 0,6 No. 836 Dimensions Cross Nominal Inches/millimeters with ReducingEnds size Inches/mm H H, E El D (SOC X SOC X SOC X SOC) 1 X 1 X 3/4 X 3/4 1.81 1.50 2.00 1.63 0.88 25 X 25 X 20 X 20 46,0 38,1 50,8 41,4 22,4 Aprx. Weight Each 01 G G' LbsJkg 163 4.00 3.25 0.4 16,0 101,6 1 82,6 0,2 8 CPVC Piping Systems Dimensions Pipe Size Inches/millimeters Aprx Nominal Actual Weight Diameter Outside Dia. Nut Each Inches/mm Inches/mm H I G O.D. Lbs./kg 3/4 1.050 1.56 0.34 2.38 2.50 0.3 20 26,9 39,6 8,6 50,5 63,5 0,1 1 1.315 1.81 0.31 2.56 2.88 0.4 25 33,7 46,0 7,9 65,0 73,2 0,2 11/4 1.660 2.25 0.34 2.88 3.31 0.5 32 42,2 57,2 8,6 73,2 84,1 0,2 1'/2 1.900 2.56 0.34 3.13 3.56 0.6 40 48,3 65,0 8,6 79,5 90,4 0,3 2 2.375 3.06 0.56 3.63 4.06 1.1 50 60,3 77,7 14,2 92,2 103,1 0,5 8 CPVC Piping Systems DIMENSIONS - FITTINGS No. 852 Reducer Bushing Flush Style (Spig X SOC) �I Pipe O.D. �II G—� No. 860 Cap (SOC) 'Insert of brass or type 416 Stainless Steel. SIZE Dimensions Aprx. Pipe Size Inches/millimeters Aprx Nominal Actual mm I G Weight Diameter Outside Dia. 1.38 0.1 25 X 20 9,7 35,1 Each Inches/mm Inches/mm H H' I G Nut O.D. LbsJkg 1 1.315 1.69 1.81 1.19 3.06 2.88 0.6 25 33,7 42,9 46,0 30,2 77,7 73,2 0,3 11/4 1.660 2.06 2.25 1.38 3.31 3.31 0.8 32 42,2 52,3 57,2 35,1 84,1 84,1 0,4 11/2 1.900 2.44 2.63 1.44 3.50 3.56 1.0 40 48,3 62,0 66,8 36,6 88,9 90,4 0,5 2 2.375 3.00 3.06 1.94 4.19 4.19 1.4 50 60,3 76,2 77,7 49,3 106,4 106,4 0,6 'Insert of brass or type 416 Stainless Steel. SIZE Dimensions Aprx. Nominal Inches/millimeters Weight Inches Each mm I G LbsJkg 1 X 3/4 0.38 1.38 0.1 25 X 20 9,7 35,1 01 11/4 X 3/4 0.34 1.56 0.1 32 X 20 8,6 39,6 0,1 11/4 X 1 0.50 1.69 0.1 32 X 25 123 42,9 0,1 11/2 X 3/4 0.72 1.75 0.2 40 X 20 18,3 44,5 0,1 11/2 X 1 0.56 1.69 0.2 40 X 25 14,2 42,9 0,1 11/2 X 11/4 0.47 1.69 0.1 40 X 32 11,9 42,9 0,1 2 X 3/4 0.91 1.88 0.3 50 X 20 23,1 47,8 0,1 2 X 1 0.78 1.88 0.3 50 X 25 19,8 47,8 0,1 2 X 11/4 0.50 1.75 0.2 50 X 32 12,7 44,5 01 2 X 11/2 0.50 1.88 0.2 50 X 40 12,7 47,8 011 vJU 'T)IIIINTY 4 r, CPVC Piping Systems 9 Dimensions Fitting Size Inches/millimeters Aprx Nominal Actual Weight Diameter Outside Dia. Each Inches/mm Inches/mm H G LbsJkg 3/4 1.050 1.38 1.38 0.1 20 26,9 35,1 35,1 0,1 1 1.315 1.63 1.56 0.1 25 33,7 41,4 39,6 0,1 11/4 1.660 2.19 1.88 0.2 32 42,2 55,6 47,8 0,1 11/2 1.900 2.31 2.00 0.2 40 48,3 58,7 50,8 0,1 2 2.375 3.03 2.38 0.4 50 60,3 77,0 60,5 0,2 vJU 'T)IIIINTY 4 r, CPVC Piping Systems 9 DIMENSIONS - FITTINGS �[MI' -G—.I No. 867 Spigot Female Adapter Metallic Thread Insert Style (Spilt X Fipt Insert*) Pipe H zl� 'Insert or crass or I ype 4 1 b atainiess ateei. Dimensions Fitting Size Inches/millimeters Aprx. Nominal Actual Weight Weight Diameter Outside Dia. Each Inches/mm Each Inches/mm Inches/mm H H' I G Lbs./kg 3/4 1.050 1.38 1.38 0.19 1.88 0.1 20 26,9 35,1 35,1 4,8 47,8 0,1 1 1.315 1.69 1.69 0.31 2.19 0.2 25 33,7 42,9 42,9 7,9 55,6 0,1 1 '/4 1.660 2.06 2.06 0.38 2.38 0.4 32 42,2 52,3 52,3 9,7 60,5 0,2 1 V2 1.900 2.44 2.44 0.38 2.56 0.5 40 48,3 62,0 62,0 9,7 65,0 0,2 2 2.375 2.88 3.00 0.31 2.69 0.6 50 60,3 73,2 76,2 7,9 68,3 0,3 'Insert or crass or I ype 4 1 b atainiess ateei. *Insert of brass or Type 416 Stainless Steel CPVC Piping Systems Dimensions Fitting Size Inches/millimeters Aprx. Nominal Actual Weight Weight Diameter Outside Dia Each Inches/mm Each Inches/mm Inches/mm H H' I G Lbs./kg 3/4 1.050 1.38 1.38 0.13 1.88 0.1 20 26,9 35,1 35,1 3,3 47,8 0,1 1 1.315 1.69 1.69 0.13 2.13 0.1 25 33,7 42,9 42,9 3,3 54,1 0,1 11/4 1.660 2.06 2.13 0.22 2.31 0.2 32 42,2 52,3 54,1 5,6 583 0,1 *Insert of brass or Type 416 Stainless Steel CPVC Piping Systems Dimensions Fitting Size Inches/millimeters Aprx, Nominal Actual Weight Diameter Outside Dia. Each Inches/mm Inches/mm H I G Lbsdkg 3/4 1.050 1.38 0.13 2.00 0.3 20 26,9 35,1 3,3 50,8 0,1 1 1.315 1.69 0.44 2.31 0.2 25 33,7 1 42,9 11,2 58,7 0,1 *Insert of brass or Type 416 Stainless Steel CPVC Piping Systems DIMENSIONS - FITTINGS No. 880 Female Sprinkler Adapter - Metallic Thread Insert Style (Soc X Fipt Insert*) I� !Y/ d H' Insert of brass or Type 416 Stainless Steel. I� i�-- G No. 881 Female Sprinkler Adapter with Stainless Steel Reinforced Plastic Thread Style (Soc X SR Fipt) L =�1 I I k- G No. 889 Female Sprinkler Adapter Metallic Thread Insert Style with Positioning Ring (Soc X Fipt Insert*) H H' L ::ti I NG I CPVC Piping Systems Dimensions Aprx. SIZE Inches/millimeters Weight Nominal Inches Each mm H H' I G Lbs./kg 3/4 X'/2 1.44 1.19 0.34 1.94 0.1 20 X 15 36,6 30,2 8,6 49,3 0,1 1 X 1/2 1.69 1.19 0.56 2.25 0.2 25 X 15 42,9 30,2 14,2 57,2 01 1 X 3/4 1.69 1.38 0.41 2.13 0.2 25 X 20 42,9 35,1 104 54,1 0,1 d H' Insert of brass or Type 416 Stainless Steel. I� i�-- G No. 881 Female Sprinkler Adapter with Stainless Steel Reinforced Plastic Thread Style (Soc X SR Fipt) L =�1 I I k- G No. 889 Female Sprinkler Adapter Metallic Thread Insert Style with Positioning Ring (Soc X Fipt Insert*) H H' L ::ti I NG I CPVC Piping Systems SIZE Nominal Inches mm H 3/4 X 1/2 1.44 20 X 15 36,6 *Insert of brass or Type 416 Stainless Steel SIZE Nominal inches mm H 1 X1/2 1.69 25 X 15 42,9 *Insert of brass or Type 416 Stainless Steel Dimensions Inches/millimeters H1 1 1.19 0.34 30,2 8,6 Dimensions inches/millimeters H' 1 1.19 0.25 30,2 6,4 G 1.94 49,3 G 2.00 50,8 Aprx. Weight Each Lbs.lkg 0.1 01 Aprx. Weight Each Lbs.lkg 0.2 01 i �3,' 'ted U N N gg ] +� y t�`� 0 f 11 Dimensions Aprx. SIZE Inchesimillimeters Weight Nominal nches Each mm H H' I G Lbs.lkg 3/4 X 1/2 1.41 1,22 0.09 1.84 0.1 20 X 15 35,8 31,0 2,3 46,7 0,1 1 X 1/2 1.72 1.22 0.34 2.22 0.1 25 X 15 43,7 31,0 8,6 56,4 01 1 X 3/4 1.69 1.38 0.13 2.00 0.1 25 X 20 42,9 35,1 3,3 50,8 0,1 SIZE Nominal Inches mm H 3/4 X 1/2 1.44 20 X 15 36,6 *Insert of brass or Type 416 Stainless Steel SIZE Nominal inches mm H 1 X1/2 1.69 25 X 15 42,9 *Insert of brass or Type 416 Stainless Steel Dimensions Inches/millimeters H1 1 1.19 0.34 30,2 8,6 Dimensions inches/millimeters H' 1 1.19 0.25 30,2 6,4 G 1.94 49,3 G 2.00 50,8 Aprx. Weight Each Lbs.lkg 0.1 01 Aprx. Weight Each Lbs.lkg 0.2 01 i �3,' 'ted U N N gg ] +� y t�`� 0 f 11 DIMENSIONS - FITTINGS FJ0% 2213 Spigot Sprinkler Adapter MetallicThread Insert Style (Spig X Fipt Insert') I -f I - SIZE Nominal Inches Min Dimensions Inches/millimeters Aprx. Weight Each Lbs./kg H I G 3/4 X 1/2 1 ' 19 0.50 M6 0.1 20 X 15 30,2 — 123 52,3 .0.1 0"1 I X 1/2 1.19 Y4 -1 2.06 0.1 25 X 15 1 30,2 — 10A 50,8 O'l ..W. %JFJIR Spigot Sprinkler Adapter with Stainless Steel Reinforced Plastic Thread Style (Spig X SIR Apt) SIZE Nominal Inches mm Dimensions Inches/millimeters Aprx. Weight Each Lbs./kg H — I G 3/4 X 1/2 1.19 0.31 1.88 0.1 20 X 15 30,2 7,9 47,8 0,1 1 X 112 1.22 0.25 2.00 0.1 25 X 15 31,0 614 50,8 0,11 31%1. Wo -t Adjustable Sprinkler Adapter Metallic Thread Insert Style (Soc X Fipt Insert*) G SIZE Dimensions Nominal Inches/millimeters Aprx. Inches I G Weight mm L - Body Width Each LbsJkg M7 in. Max. Min. -Max. 3/4 X 7/2 1.31 3-13 4-63 4-94 6-19 2.13 0.4 20 X 15 33,3 74,5 117,6 125,5 157,2 54,1 0,2 1 X 1 /2 1 31 288 4-50 4.94 6.19 2.13 0.4 25 X *Insert of h- 33,3 73,2 1143 125,5 157,2 54,1 1 0,2 B?dy or ..d. L No. 885 Adjustable Sprinkler Adapter MetallicThread Insert Style (Spig X Fipt Insert*) G------- Body L SI�E Dimensions Nominal Inches/millimeters Aprx. Inches I G Weight Min L Body Width Each Lbs./kg Min. Max. Min. Max. '/4 X '12 1.31 4.38 5.63 4.94 6.19 2.13 0.4 20 X 15 33,3 111,3 143,0 125,5 157,2 54,1 0,2 1 X 11/2 1,31 4.38 5.63 4.94 6.19 2.13 25X - 5 *1—, �f F-- 33,3 — —:-777�7� 111,3 143,0 125,5 -- 15712 I 54,1 �O.. 24 0,2 0 This product shall be manufactured by Victaulic Company. All products to be installed in accordance with current Victalic installation/assembly instructions, Victaulic i=eserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 12 CPVC Piping Systems Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40° to 150°F (401 to 66°C) (Outdoor use requires weatherproof backbox.) Termination: AC Bells - 4 No. 18 AWG stranded wires DC Bells - Terminal strip Finish: Red powder coating �L USC FM Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: es Voltage Model Number Stock Number Current (Max.) Typical dB at Minimum dB at 12VDC MBA126 X8(200) 1750070 10 ft. (3m) (2) 10 ft. (3m) (1) 12VDC MBA128 1750080 .12A 85 90 76 10 (250) 12VDC MBA1210 1750060 .12A 92 77 6 (150) 24VDC MBA246 1750100 .12A 06A 87 78 8 (200) 24VDC MBA248 1750110 91 77 10 (250) 24VDC MBA2410 1750090 .06A 94 79 6 (150) 24VAC PBA246 1806024 .06A 91 jj 80 8 (200) 24VAC PBA248 1808024 .17A 17A 94 78 10 (250) 24VAC PBA2410 1810024 94 77 6 (150) 120VAC PBA1206 1806120 .17A OSA 92 78 83 8 (200) 120VAC PBA1208 1808120 .05A 99 84 10 (250) 120VAC PBA12010 1810120 .05A 99 86 Notes: 1. Minimum dB ratings are calculated from integrated sound in UL Standard 464. UL temperature range is -30° pressure measurements made at to 150°F (-34° to 66°C). Underwriters Laboratories as specified 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. B" _ Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 Phone. 8003 nd'a."558K882=1533 t,„ 4 ,.. 1.jaVi ottersi nal.com y )p g {9 Ai'•. PRINTED IN USA MKT. #8850001 - REV V MFG. #5400776 - 10/06 PAGE 1 OF 2 norBELLS (E)TER The Symbol of Protection PBA -AC & MBA -DC DIMENSIONS INCHES (mm) FIG. 1 BELLS 10" (250)- 8" r - (200) 6" I (150) i l7 2 (68) (68) DWG# 776-1 FIG. 3 INSTALLATION FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE L� 3� I _ (86) 41/4' (10 8) DWG# 776-2 WIRING (REAR VIEW) A.C. BELLS ATE (K CBIA(T�K -_� 0 FROM CONTROL PANEL OR PRECEDING BELL O BLACK (IN) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE INAND OUT LEADS AS SHOWN. NOTES: 1. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELYAFTER LAST BELL. 2. END -OF -LINE RESISTOR IS NOT REQUIRED ONAC BELLS. DWG#776-3 1. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down) 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REV V PAGE 2 OF 2 MFG. #5400776 - 10/06 Fig. 23 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type Size Range — 3/4" thru 3" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Intended to perform as a hanger/restrainer to support only CPVC piping used in automatic fire sprinkler systems. 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 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (WL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features — Fig. 23 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. It also incorporates snap restrainers allowing easier and faster installation. Easily attaches to the building structure using the two UL Listed 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 installa- tion 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. Finish — Pre -Galvanized Order By — Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. -<C I@ US LISTED 11/2 47/16 27/32 Dimensions • Weights 7 5/16 12 CPVC 4/8 27/16 13/16 Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 31/8 19/16 13/16 51/2 5/16 9 1 33/8 111/16 13/16 6 5/16 9 11/4 43/16 23/32 13/16 61/2 5/16 11 11/2 47/16 27/32 13/16 7 5/16 12 2 4/8 27/16 13/16 8 5/16 15 21/2 109/32 211/16 13/16 9 5/16 22 3 117/8 3 13/16 10 5/16 25 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com _ p�wamn�uxrtn doviu �m,b r Fig. 24 - Hanger for CPVC Plastic Pipe Double Fastener Strap Type - Side Mount �� LISTEO Size Range — 3/4" thru 2" CPVC pipe Material — Carbon Steel, Pre -Galvanized Function — Intended to perform as a hanger/restrainer to support only CPVC piping used in automatic fire sprinkler systems. Can be installed on the top or on the bottom of a beam. The Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (WL) to support fire sprinkler piping. May be installed in wood using fasteners supplied with product, or into minimum 20 gauge steel using (2) 1/4" x 1" tek type screw. Meets and exceeds the requirements of NFPA 13, 13R and 13D. Features Fig. 24 incorporates features which protect the pipe and ease installation. The flared edge design protects the CPVC pipe from any rough surface. Easily attaches to the building structure using the two UL Listed 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. Finish — Pre -Galvanized Order By — Figure number and pipe size * Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Dimensions • Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A B C Spacing (Ft.) Head Size Wt./100 3/4 25/16 15/32 13/16 51/2 5/16 9 1 25/8 15/16 13/16 6 5/16 9 11/4 3 11/2 13/16 61/2 5/16 11 11/2 31/4 15/8 1 V16 7 5/16 12 2 311/16 127/32 1 V16 8 5/16 15 OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com Is 1 0 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org SIZE - 3/4" thru 2"pipe. NIATERIAL - Carbon Steel. FINISH - Mil. Galvanized.. ir irulpirwrle - *us EX 4231, EX 2551 PATENT - No. 6,648,278. FUNCTION - To support horizontal piping - C.P.VC., Copper or Steel. A listed hanger in all 3 mounting positions, i.e. side of vertical surface and both topside and underside of horizontal surface. A listed restrainer providing vertical and lateral restraint in all the above mounting positions. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. To stabilize vertical piping by providing horizontal restraint. INSTALLATION - Per N.F.P.A 13, 13R and 131). Space by pipe type. Install on wood, concrete or steel. Snap over pipe then squeeze strap back allowing pipe to slide freely. When 4905 threads are exposed in wood, install #906 backing nut. FASTENERS - WOOD: UL Listed per NFPA 13 CPVC pipe - #905 screw- no pre -drill. Copper pipe - #905 screw- no pre -drill. 514 OFFSET C.P.V.C. - STEEL - COPPER HANGER Steel pipe - 1/4"xI 1/2" lag screw - no pre -drill. Inru5/6 gypsum board - 1/4 x 2 lag screw. STEEL: UL Listed per NFPA 13 - min. 18 GA. CPVC pipe - 1/4" or #14 Tek Screw. Copper pipe - 1/4" or #14 Tek Screw. Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener Thehigherof: 170lbs. or 5(wt)+250lbs. 2 FEATURES * 1 1/2" Offset - pipe wall to mounting surface. * 3/4" and 1 " pipe size made with common center -line. * Leg design produces superior strength. * Offset edge eliminates abrasion. *,4FCON #905 screw listed for wood has 5/16" hex head - included. ORDERING - Part # and pipe size. --:11 Resta #905 77 #906 1.5000 - Specific AFCONproducts are exclusively designed to be compatible ONLY with other AFCONproducts including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCONwill NOT warrant against the failure ofits products when used in combination with other products, parts or systems not manufactured or old by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of my kind, including but not limited to loss of bus ! mess or profit, when non-AFCON products have been, . or are used. Ing, 11/06 � fl�l 6we� SRO Water Meters METERING SYSTEMS 0 isp lace mro int Type Magnetic Drive Cold Water Meters 5/8" (DN 15mm), 3/4" (DN 20mm) and 1" (DN 25mm) Sizes Applications: Measurement of cold water where flow is only in one direction; in residential, commercial and industrial services. ConformanceTo Standards: Sensus Sealed RegisterO Water Meters comply with ANSI/AWWA Standard C700, latest revision. Each meter is tested to insure compliance. Construction: Sensus SR Water Motors consist of three basic components: maincase; measuring chamber; and permanently, hermotically-sealod register. Maincases are of bronze with exter- nally -threaded spuds. Measuring chambers are of Rocksyne, a corrosion -resistant thermoplastic material. Bronze measuring chambers are available as an option. Maincaso bottom plates are available in bronze or, if frost protec- tion is desired, in cast iron or synthetic polymer. Simplicity of design and precise machining of components allows interchange- ability of parts among like -size meters to provide ease of mainte- nance. The register, measuring chamber and strainer can be removed without removing the maincase from the installation. Sealed Register: Permanently, hermetically sealed; proven mag- netic drive design; with integral tamper -proof locking device. Guaranteed for 25 years. The standard register includes a straight - reading, odometer -type totalization display; a 360o test circle with center sweep hand; and a low flow (loak) detector. Gears are self- lubricating, molded plastic for long life and minimum friction. The hermetic sealing of the register eliminates dirt and moisture, tam- pering,. and lens fogging problems. No change gears are required for accuracy calibration. Encoded - type remote reading systems are available for all SR Water Meters. (See back of shoot for additional information.) Tamperproof Features: Removing the register to obtain free water is prevented by a locking system inside the motor. Removing the register requires a special tool that is available only to water utilities. Magnetic Drive: The unique design of the direct magnetic drive is a positive, reliable, dependable drive coupling, proven in millions of SR Water Meters. Operation: Water flows through the motor's strainer and into the measuring chamber where it operates the piston. The piston, which moves freely, oscillates around a central hub, guided by the rubber -coated division plate. A drive magnet, incorporated in the piston, rotates around the out- side of the hermetically sealed register well and magnetically drives the "follower" magnet sealed within the well. The "follower" magnet drives a crank connected to the register gear train, which translates the number of piston oscillations into volume totalization units displayed on the register face. Maintenance- Sensus Sealed RegisterO Water Meters are engi- neered to provide long-term value and virtually maintenance -free operation because of their design simplicity and interchangeability of modules. Sensus SRO Water Meters are easy to repair, even without removing the maincase from the installation. As an alter- nate to repair by the utility, Sensus offers various maintenance pro- grams which provide factory reconditioning of the maincase and replacement of components at low fixed prices. Connections: Tail pieces/Unions for installing the meters on a vari- ety of pipe typos and sizes are available as an option. Guarantee: Sensus SRO Water Meters are backed by "The Sensus Guarantee." Ask your Sonsus representative for details, or see Bulletin G-500. W 'M H WN h: I !1M s e c �'Ts m N's �'Lf "M 5/8" SRO 3/4" SRO 1 " SRO (DN 15mm) (DN 20mm) (DN 25mm) SERVICE Measurement of cold water with flow in one direction only. NORMAL 5/8" (ON 15mm) size: 1 to 20 gal/min. (0.25 to 4.5 m3h) OPERATING 3/4" (ON 20mm) size: 2 to 30 gal/min. (0.45 to 7.0 m3h) FLOW RANGED 1 (ON 25mm) size: 3 to 50 gal/min. (0.7 to 11 . 0 m3h) ACCURACY 100% ± 1.5% of actual thruput LOW FLOW 5/8" (ON 15mm) size: 95% at 1/4 gal/min. (0.96 m3h) REGISTRATION 3/4" (ON 20mm) size: 95% at 1/2 gal/min. (0.10 m3h) 1" (DN 25mm) size: 95% at 3/4 gal/min. (0.15 m3h) MAXIMUM 5/8" (DN 15mm) size: 10.8 psi at 20 gal/min. (0.7 bar PRESSURE LOSS at 4.5 m3h) 3/4" (DN 20mm) size: 11.0 psi at 30 gal/min. (0.8 bar at 7.0 m3h) 1" (ON 25mm) size: 10.9 psi at 50 gal/min. (0.8 bar at 11.0 m3h) MAXIMUM 150 psi (10.0 bar) OPERATING PRESSURE MEASUREMENT Oscillating piston ELEMENT REGISTER Straight reading, hermetically sealed magnetic drive. Remote reading unit optional. REGISTRATION 5/8',3/4", 1": 10 gallons, 1 cubic foot, 0.01 m3 or 0.1 m3/sweep hand revolution. 5/8", 3/4', 1": odometer wheels (10,000,000 gallons, 1,000,000 cubic feet or 100,000 m3) METER 5/8" (DN 15mm) size: 3/4" (26,44mm) threads CONNECTIONS(Z 5/8" x 3/4" (ON 15mm x 33mm) size: 1" (33.25) threads 3/4" (ON 20mm) size: 1' (33.25mm) threads 3/4" x I" (ON 20mm x.42mm) size: 1-1/4" (41.91 mm) threads 1'x 1-1/4" (DN 25mm x 48mm) size: 1-1/2"(47.75mm) threads (All threads are straight pipe, external type, conforming to ANSI B1.20.1, or ISO R228, if specified.) MATERIALS3 Maincase—Bronze Measuring chamber—Rocksyn—standard Bronze—optional Bottom plate—Bronze, cast iron or synthetic polymer Magnets—Alnico Trim—Stainless Steel Casing bolts —Stainless Steel Strainer—Thermoplastic 04 (D Maximum rates listed are for intermittent flow only. Maxigium con -n' s w t, a specified by AWWA are: 5/8'(DN 15mm)-10 gal/min (2.3 m3h) 3/4'(DN 20mm)-15 gal/min (3.4 M3h) 1"(DN 25mm)-25 gal/min (5.7 M3h) (2) Unless otherwise noted, 5/8' size and 5/8' x 3/4' characteristics are identical. 5/8'x 3/4' designates 5/8' with 3/4' connection thread. Metric designation is the normal bore x the outside diameter. M Synthetic polymer maincase bottom plate available on 5/8' meter only. 5/8" (DN 15mm) Dials Shown Sealed Register ainer Nut Strainer - Division Plate Roller •=� viii ` ...�/� . . Bottom Liner. Direction of Flow Metric Size A B C Width Net WeightQ 5/8" 7-1/2" 4-9/16" (115mm) 55mm) (1 -5/8. 5 (2.6 2 oz. (DN 15mm) (190mm) 5/8" x 3/4" 7-1/2" (190mm) 4-9/16" (115mm) 2-1/8" (55mm) 4-5/8" (120mm) 5 Ib. 15 oz. (2.7 kg) (DN 15mm x 33mm) 8 lb. 3/4" (DN 20mm) 9" (230mm) 5-1/8" (130mm) 2-9/32" (60mm) 5-1/4" (135mm) (3.6 kg) 3/4" short 7-1/2" (190mm) 5-1/8, (130mm) 2-9/32" (60mm) 5-1/4" (135mm) 8 Ib. (3.6 kg) (DN 20mm) 1 ° 10-3/4° 5-3/4" 2-5/8" 6-13/16" lb. (DN 25mm) (275mm) (145mm) (70mm) 75rom) (12 ) T With Rocksyn measuring chamber. All Sensus AMR systems work with the same absolute encoder Electronic Communications Registers (ECR), enabling the utility to mix and match or easily move from one system to another without changing registers for each. The TouchRead® Automated Meter Reading and Billing System— is a multipurpose encoder remote system suitable for indoor and/or outdoor use. The ECR Register uses a wired connection between the meter and an outside remote for inside set meters—or a pitlid mounted module, enabling underground meters to be read automati- cally without opening the meter box or vault. All wired connections and terminals of the TouchRead PitLid (TR/PL) modules and registers are fully sealed at the factory using a special process to ensure protection from water infiltration. The connection terminals of ECR/WP registers are also factory sealed. Meters equipped for TouchRead System reading can be read with a visual reading device, stand alone AutoGun, and/or reading gun with an AutoRead HandHeld Device. For more information on TouchRead System equipment refer to bulletins AMR -TR, AMR -401, AMR -403, AMR -312 and EXSUMHH. PhonRead® AMR—is a reliable telephone based call-in system that does not require batteries for operation. It also does note require equipment to be installed at telephone company facilities. PhonRead SeNSUSUnionBto n, PA 15401 Gallatin Avenue METERING SYSTEMS 1-800-METER-IT•1-800-638-3748 Meter Interface Units (MIU) automatically call "in" to the utility oince for transferring meter reading data from the meter site to a PC. PhonRead is a transparent AMR system that does not interfere with customers' telephone service. For more information refer to bulletins AMR -PR and AMR -302. RadioRead® AMR—uses superior Direct Sequence Spread Spec- trum modulation to provide reliable, safe and virtually interference free radio -based transmission of reading data from underground or inside -set meters that are equipped with Meter Transceiver Units (MXU). A choice of meter reading options is available. A radio frequency hand-held device (RF -HHD) can be used by a meter reader on foot. The RF -HHD can also be used to collect readings from TouchRead equipped meters, or for manual meter reading entries. A more powerful Vehicle Transceiver Unit (VXU) can be used in any car or truck to read meters while on the move. (A dedicated meter reading vehicle is not required.) For more information refer to bulletins AMR -RR, AMR -301 and AMR -303, and AMR -401. MultiReade Port Expanders—can provide the capability to connect multiple ECR equipped meters to a single PhonRead MIU or RadioRead MXU to save the utility time and money for installations such as apartment complexes and shopping centers. Refer to bulletin AMR -305, AMR -306 and AMR -308. Fax: Direct to Factory Local: 724-439-7729 • Toll Free: 1-800-888-2403 www.sensus.com (select "North America Water") Email: h2oinfo@sensus.com r 3) x"A ,'r I�Il�d�la[uful�Hil9urdlkEwk :+r _Il� �1 _ __ _ _._ 1 I Manifold Body, Male Thread x Male Thread 2 1 In -Line Check Valve, Spring Loaded �3 1 2 Water Gauge, 30OPSI 4 1 Ball Valve 5 1 Flow Switch with Retard 6 1 90° Street Elbow 1" For'more irilormation, call your Gem Representative today, or visit us on the Internet at: www:gemsprinkler.com The RESI-RISER fire sprinkler riser is a pre - assembled, compact, attractive unit for residen- tial sprinkler risers in NFPA 13, 13D and/or 13R systems. .ass construction makesRESI-RISER the ideal choice for use with potable water systems. The manifold portion of the RESI-RISER is manufactured from a one-piece brass casting, air tested at the factory for leaks. Raised letter- ing on both sides allows for the unit to be installed to the right or left, and also easily identi- fies the flow direction, as well as Test and Drain outlets. Two mounting legs are molded onto the manifold, allowing secure fastening to joists. The dedicated flow switch used with RESI- RISER has been tested and approved by its manufacturer, System Sensor. This quality flow switch is UL listed and FM Approved, and con- tains dual SPDT switches with an adjustable retard time of 0-70 seconds. A slim flow switch and the RESI-RISER's unique design of installing all the components to one side, while molding the mounting legs on the opposite side, gives it the ability to be installed within 2x4 wood frame construction. An optional pressure relief valve is available for use with CPVC systems, or in accordance with NFPA 13 Section 3-1.2, which requires a pres- sure relief valve on gridded systems. Technical Data • Sizes: 1", 11/4", 11/2" and 2" • Style: Thread x Thread • Listings: Flow Switch and Pressure Gauge are UL Listed • Finish (Riser Body): Cast Brass • Water Pressure Gauge: 300 PSI • Optional Accessories: 175 PSI Rated Pressure Relief Valve Flow Switch without Retard cf) r—TE A REMO _'REA 11 CFVC DOUIBLE-OFFSET TYPE HANGER HARDENED HEX HEAD SELF THREADING SCREW 19 FURNISHED WITH THE HANGER AND 19 THE MINIMUM FASTENER sizE Acc IBLE '6 1 'zr Ac7 W Vertic Support and I Cf='VG SINGLIE FASTENER STfP,4f=TYf=E HANGER FIGURE 22 - CF"VC HANGER AFCON 514 Common Installations Horiz ,.abilfze anc GPVC NO-5LOCKSTRAP, RT.S. Wr I I I . , qj)_.� 0 -\t� MASTER 5,4T�4 I HARDENED HEX HEAD SELF THREADING SCREW INNIN�i\ 1.5 FURNISHED WITH THE HAW_%ER AND 15 THE HARDENED HEX HEAD SELF THREADING SCREW MINIMUM FASTENER,51ZE 19 FURNISHED WITH THE HANGER AND 16 THE MINIMUM FASTENER SIZE AC ABLE 4 I N 71-N C E AC76 -01 M, 48 T E f; R �5�F_ 2 Q)! - I - 10000, 1711 =1cJ 6UPPLY REV15IONS REVISION FAM FM A� FA rAl ALLJ� 4P a- 61 1. W r IV F_ REMIT 1� SYSTEM REQUIRES 35 GPM o 45 PSI LIG FOR HYDRAULIC USE ONLY SEE BUILDING P E R M I T# # FIRE SPRINKLER PERMIT SU PPRE:SS ION 5YS-rFm -ro F71RE ey OVVNER, 8E: -rE:STED _IFIE0 CONTRACTOR Op� qU,A,1FSENr-F_ OF INDIVI')UAI_ to T1 4E: UNTY E3Lj't-olor A E3UT-175 Go pF-pMIT FINAL I NSF3E:C -rOR FOR CPVC: DOU5LE FASTENER STRAP TYPE FIGURE 24 - GFVC HANGER CPVC: DOU5LE FASTENER 5TRAf= TTf=E HANGER FIGURE 23 - CPVC HANGER GENERAL RESIDENTIAL NOTES - 1. DESIGN AND IN -STALL AS PER NFPA-13D 2002. 2. ALL MATERJAL5 TO BE LI.L. LISTED. -3. UNDERGROUND PIPING TO BE PROPERL'i' FlLus�4ED BEFORE INSTALLATION OF FIRE sPRINi<LEF, RISER OvERHEAD SYSTEM To BE TESTED AT IE70 PSI FOR 1/2 HOUR AND WITNESSED BY PD. 4.-6" PIPE ALARM 5E -L" TO BE INSTALLED ON ADDRESS SIDE OF RESIDENCE. 5. ALL OVERHEAD PIPING TO 5,E,, CFVC OR COPPER UJITH SOLDERED FITTINGS. RISER TO BE BRASS. 6, Sf=RINKLER5 TO BE OMITTEeFfROM CLOSET5 UNDER 24 SQ. FT. AND 5ATHROOM5 UNDER 55 5Q. FT. AS F"ER NFPA 13D 4-ro EXCEPTIONS 1 4 2. 1. SPRINKLER SPACING MAY VARY, CHECK HYDRAULIC CALCULATIONS - 0. 2,2aro 5Q. FT. - TOTAL AREA OF PROTECTION 9, OWNER TO MAINTAIN 40 DEGREES FARHENHEIT THROUGHOUT ENTIRE RESIDENCE AT ALL TIMES. 10. OWNER RESPON5151LITY TO PROVIDE ALL FREEZE PROTECTION, INSPECTIONS, AND MAINTENANCE To FIRE SPRINKLER SYSTEM. '�5pocinq Peclulremenfi--7; f5irqp jffx/((2 NOIC-15" -A// _,5M21qh1 tun --5 of Pipe /6 he _-51rapped civety -All plplfq /o he UN0, 61-011, -Nail p1deall pcnclr(21ion-,5 -/V/ charAqc of d1redlon--5 lo be -,51rapped wAin ")PIrinkier conredion _,-5ball he below any P-0" ffom fiffinq -NIPndrd hcod-,,5 /6 bc _,r;I/rqppcd wIlhin 6" from -Field verify pilol bead locdloa5, head, -NI drop -,-5 over P-0 lorxl io be _,5irapped, izoTECr, r� M 0 F, 0, BUILD.ING FILE COPY Qle:U, ANO CALIFORNIA PERMIT# E_1qEr1r,y kaTANOARD-� ASSESSOR'S z Rj� tu SQjc'-f'1cjN PARCEL# �F 0A T 1 -4 AMENDED Ely THE 'JU -Iry APPL-Y TO THlr� CENSE NO. BUTTE COUNTY 4�EI_3z_" ,, BUILD! NG' DIVISION e-%, I IF 'I\ ArIPROVED APPROVED PLANS AND THIS DRAWING 15 FIREF"ARED 5Y FOOTHILL PERMIT SHALL BE ON SITE PIPE PROTECTION FOR ITS EXCLUSIVE USE FOR ALL INSPECTIONS AND 18 GUARANTEED ONLY WHEN FOOTHILL FIRE FIROTECTION IS THE INSTALLING CONTRACTOR. THIS IS NOT TO IBE DISTRI5UTED POP, OISTAINING BIDS, ALL RIGHTS RESERVED. FF — I SPRINKLER LEGEND GENERAL FIPIWS HYDRAULIC DESIGN INFORMATION WATER SUPPLY INFO. - WATER MAIN SYM cKr 7YIIE PH" 7" K Npr ow 11M MOM- Ee= CONTRACT NAME 0 UPRIGHT ON A SPRIC AFF - A50VE FIR FLR FOW - FACE Or- WALL cl - CAST IRON RED - REDUCING AIWA 6"n" 0 22 SSP BRASS 160 4.-B )511 TYCO LF11 WH-CONC rY Santos Resicience n 1 —1 (3) FIRE SPRINKLER RISER AV - AMLE VALVE GLB- GLULAM BEAM coi - CUT ON JOB SC_R - SCREW Numem I I—NFPA 131�)J—RE5 [DENT 1AL1,. WET WAVC: FLM: =-TZ 0 4 Sap WHITE 115 4.13 )p TYcO LFII SR -WHITE r1r 643E;I Cana CA � &.Ir= @UPRIC-04T AND PENDENT OUTLET -K FLOW SWITC44 —ELECTRIC BELL AO - AW OVER GV - GLOBE VALVE CPLG COUPLING CTF CUT To PIT TC - THIRD. CPLG. TF: - TWIRD.FLG. R910M PNIWITr ffiem wow ounce 11M AMA "It TOT 9 I EY @UPRIGHT AND PENDENT DROP -T-STANDAIRD AS - AUTO. SPRINKLER SPIRK. HGR HAW3ER JST - JOIST - DI - DUCTILE IF -ON T15E - THIRD. BOTH ENDS AMA A,, MAN=: SQ Fr. ;2HD —:256WCATICN 0 UPRIGWT W/ MIC -04 TEMP Hp FPC -T-POST INDICATOR ASR - AUTO. RISER 15015 - SOT 02 BEAM LVL - LEVEL FLG -FLANGE THIRD THREAD I I I * PENDENT wl simi-mciesso TRIM -4--Kr r 50D - 50T. OF DECK (N) - NEW Gc - GRV. CPLG. TOE - THIRD. ONE END WTAL SYWW 203 ro t:WA Pei AYALABLg W-0. I I * PENDENT 111/ 401 TRIM =y ,ATr BOj - SOT. or- JOIST NIC - NOT IN CONTRACT GRc - GRv. RED. CPLG. TOL - THIRD. OUTLET IE�DRY PENDENT o PENDENT wl HIGH TEmp wr) FIRE HYDRANT AIL THIR AJST BLOCK CHKVA- CHECK VALVE NTO - NOT TO SCALE COE - CHANGE Or- ELEVATION PI - POST INDICATOR GRV - GRDOVE GOE - GRV. 5OT44 ENDS TIRC - THIRD. TED. CPLG- T4G - THIRD. 4 GRV- HYDRAULIC DESIGN INFORMATION HYDRAULIC DESIGN INF-CIRMATION CPENDENT wl c4ciNceALED TRIM 2 -WAY E.O.B. (E) - EXISTING p1V - 100ST INDICATOR VALVE GOE - GIRV ONE END LLF - WLD. PLO. AMA NFPA: WAZAM: AMA NFFA: WAZAM MIMI" >HORIZONTAL SIDEWALL 4 -WAY E.QM + EQ8 - r=ARTI.-=AKr= aRAcE Kim- SCOPE GO - GRv. OUTLET L WLD - WELD —7=-- PAGE TOTAL -26 PROJECT TOTAL -29P 3 PIPE ELEV, CHANGE FDC - FIFE DEPT. CONK FHc - FIRE HOSE CA5. SP - STANDPIPE ST15 - STEEL BEAM MI - MALLEABLE IRON Mj - MECH. JOINT MIM Now AIWA PT_ AU.CUAN=: AMA I*M &PRNGM11. Jii_�r I AWA ENNINTY Moe NOW GrMaVt.: AUXWOCE: 0=02 HIM AMArm 611IIIIIINIQM111' CONTRACT. 1_016 Nogaim FIRE DEFr.- Chico FIre Dept. -i CAP 4- COUPLING <D CALCULATION NODE -(*)PIPE Fi4R - FIFE HOSE RACK Fo5 - FACE OF: BLOCK UNO - UNLESS NOTED OTI-ERWISE Nr - NO FITTIW_5 N4C - NIPPLE 4 CAP SQ Fr. SQ Fr. ADDRESS. PO Box 413 - Hamilton CItS ADDRESS X-4 0,S.4Y. VALVE 7 HAW-5ERS FOC - FACE OF CONC U-4, WATER MOTOR GONG pE - PLAIN END TWAL WIFIX11 -F& am 60UW-E cv� "I AVAILACLE WIAL GY6711" P& xm-m OCUP49 W: M AYALA" PWONEO.M30) 826 -SMO INSP.- PHONE* FOS - FACE OF: STUP PLG - PLUG PLAN DESCRIPTION:Firs Sprinkler Plan JOB 8:3503c. DATE, E,/2cj/OS I scALE-/V4 o oEsic.,4,15IN I CW,: CJ'� SHEET III.- I I TOTAL SHEETS FOR F-WjECT: DESIGN - INSTALLATION - INSPECTION - REPAIR CTPILL 3ro BELLAIRMINE CT-CHICO, CA IMP -328 p(530) 626-3013 FAX (530) 893-3013 RE PROTECTION, 41N. CONT. LIC. NO. 183132 C-Iry S