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HomeMy WebLinkAbout041-480-005�..1' � t ...�_.. �__ •r.�-� �-, �.�..`_�f ^,. ._.i^""'►;"� ___ ;....�,y y�r�.r,.. .►.rr„gi�� ��� _ �.��' � ..--`• - lA `. -_- \-�`�.��-'•�' AP.41-48-05 -- �" CURTIS IGHAM e s Cperokee Rd. li. ax/ Cherokee Cemetary Ppit## 4153-7 P �(lutil., MH c r ELEC . / `1W°'�---- GAS �/ SUPPORT STRUCTURE REQ.�O COMPACTION 'PEST REQ. /I/O • 8-05 ONTR EG-lenest Sch ig?Chi ` co Vope mit ##5405-75MHL, _ a s ed 41-48- 5 con r: S.O.S. Mobile Service, Parade Permit #37 ,P=76B(new covered d cl�c%I) r - Itocpy pw 1-'A" - 0© 5. 4 Fi tt eD '%Tl J& 3 SCAnr,eCj . _ - . Q v � ■VP (1fa,rjcn C-rQ i wen d iv ,4T-% 1p ryw 79 ►.C" law 2 6Ch S'3�IA2I�.5 �Q 2 5r -n soez 9 � Nnr 2UNf10j 31,LnS A IV. , , California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B09-0867 Date: 06/16/2009 Location: 3462 CHEROKEE RD Parcel Number: 041-480-005 Owner Name: JULIAN, ROBERT By: KEJ Sub Type: SFD-CUSTO"OD Phone: (530) 533-5773 Description: NSF (1889) GAR (704) COV (79) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection* to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. SIA is required to meet the below requirements: ✓ Public Resources Code 4290 Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site All development within the 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, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction sire with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 015/16/2009 Di to Signage All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http:Hbuttefire.org/Fireprevention/lirotglan/protplan.html Re r'd 5/7/07 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: B09-0867 Job Address: 3462 CHEROKEE RD Contractor: ROSSINI CONSTRUCTION 1354 EAST AVENUE STE R # 245 CHICO, CA 95926 Printed: 06/16/2009 11:49 am' Fee Description Account Number Fee Amount Paid Date Pmt Amt DB R3 Dwelling -Custom, Model.0 DBF R3 DWLNG CSTM/MDL,INSP F] 0010-440001-4210502-1010( $1,835.90 DBF R3 DWLNG CSTM%MDL Plan Ch 0010-440001-4210501-1010( $1,223.94 06/16/2009 $1,223.94 DB CA BLDG STANDARDS SB 1473 DB CA SB 1473 '90% for CBSC 1001-0-280-1011473 $8.10 DB.CASB 1473 10% for DDS 0010=440001-4210504-1011, $0.90 DB SMIP RESIDENTIAL DB SMIP RES 5% 1001-07280-1011298 DBSMIP RESIDENTIAL 95* Dept Co 1001-0-280-1011298 $20.18 DBEH Building Review Fee 0021-540011-4614901-1010( $78.90 06/16/2009 $78.90 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010( $214.00 DBOMSC Fire Safe Standards Rev 0010440001-4210500-1010( $118.98 DBFIRE SRA Fire Plan. Review (S 0100-450001-4617240-1010( $107.00 06/16/2009 $107.00 DF Planning Clearance for Perm 0010-440001-4210900-1010( $78.70 06/16/2009 $78.70 DBOMSC Soils Review 0010-440001-4210500-1010( $0.00 39687.66 $1,488.54 Printed By: Karen Jones Balance Due: $2,199.12 At the time of permit application, I was advised the above fees are required .prior to issuance of the permit. These fees may a ge during the plan checking process. Signature: CtA Date: 06/16/2009 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 projector 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). ,c \ i Roof'Beam[ 2007 California. Building Code (05 NDS) ] Ver: 7.01.14 By: Eric Ausmus , Ausmus Engineering on: 06-01-2009 Project: JULIAN - Location: BEAM 1— Summary: 151N x 13.251N x 20.6 FT / #1 - Douglas -Fir -Larch (North) - Wet Use Section Adequate By: 2.1%` Controlling Factor: Section Modulus / Depth Required 13.11 In LOADING DIAGRAM A B Span = 20.6 ft Reactions Live Load Dead Load Total Load Uplift Load A 678 Lb '1047 Lb 1724 Lb 0 Lb B 678 Lb 1047 Lb 1724 Lb 0 Lb Span Uniform Loading Live Load Dead Load Self Weight Total Load W -66 Plf 92 Plf 10 Plf 167 Plf 05 Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION St.:)rm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 53&7266 Telephone (5 30) 538-7171 Fax 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: B09-0867 Date: 06/16/2009 LDcation: 3462 CHEROKEE RD Parcel Number: 041-480-005 Owner Name: JULIAN, ROBERT Description: NSF (1889) GAR (704) COV (79) By: KEJ Sub Type: SFD-CUSTOM/MOD Phone: (530) 533-5773 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of :and 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 WE -ter 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 Petmit 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: TiOL : OLDAA--& FILE Date: 06/16/2009 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Ornville, CA 95965 (5=0) 538-7601 Telephone (5=0) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Be.aore 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 anddocumentation 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 prozess 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 htW://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: B09-0867 Location: 3462 CHEROKEE RD Parcel Number: 041-480-005 Date: 06/16/2009 Owner Name: JULIAN, ROBERT Phone: (530) 533-5773 Desription: NSF (1889) GAR (704) COV (79) Signature of Applicant: Date: 06/16/2009 FILE BUTTE COUNTY DEVELOPMENT FEE .wTrFe CERTIFICATION FORM ° ° e. e Feather�River Recreation & Park District ®1ouN't'0 Assessor's Parcel Number (s): 041-480-005 Building Permit Number: B09-0867 Property Owner (s): JULIAN, ROBERT Project Loc ation/Address:. 3462 CHEROKEE RD OROVILLE Project Description: NSF (1889)':GAR (704) COV (79) Type of Residential Development: Permit Type: RESIDENTIAL Permit Subtype: SFD-CUSTOM/MODEL Building Type: New Single Family Dwelling New/Additional Sq Ftg: 1,889 Certificate. of Ezisting Square Footage Existing Sq Ftg: 1,440.00 MH Replacement: Yes Existing Construction Type: Residential- Convential Home Demo Permit Issued?: No Demo Permit Issued Date: Verified by Building Records:. Building R Verified by Assessment Records: Comments: NSF 89 SQ FT TO REPLACE EX MH 1440 SQ FT 08/27/2009 Building D pa men( keesentative Date ElFRRPD El CARD : 'r . D ❑ II DRPD certifies that: Applicant Name Phone Number Mailing Address 9city State Zip Has complied with requirements'of the Butte County Board of� rvisors Resolution No. . by Payment of: fitDwelling Units @ $ per r a tota�of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Paid.by Cash: Receipt No: Recreation and Park District Representative Date BUTTE .COUNTY SCHOOL FEE CERTIFICATION FORM o f B ila� ( "Co orm per u ><ng) School District: oroville Union High School District . Building Permit Number: B09-0867 Tax -Rate Area No: Assessor's Parcel Number (s): 041-480-005 Jurisdiction: County Property. Owner (s): JULIAN, ROBERT Project Location/Address:. .3462 CHEROKEE. RD OROVILLE Type of Development I � ' Residential Development:: No No No Sq. Footage: 1,889 No of Living Mobile Home Addition/ •Supplemental to Cr. Demo - existing 1,440.06 Units Installation Conversion Permit # "o Foundation Impection) sq. ft. Net total sq. ft. Deed Restricted Sq. Footage: 0 Attach sinned coov of Deed Restriction and Notice of Limited Use a3ity ocument C.ommercial/Industrial: =New = Addition Sq. Footage: (Includinn Exterior Roofed Areas) Project De i n: NSF (1889) GAR (704) COV (79) 08/27/2009 Building Del artmen Repre entative Date District Indentification No. School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. by payment of $ AB.2926 FULL MITIGATION (Payor) (State) (Zip Code) (Phone Number) representing square feet. School District Representative Date Paid by Check # Remarks: Notice: You may protest the imposition of the fees identified above by sumitting 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. I , subsequent to.t a School DistrictRepresentative signing thisButte County Schools Impact Fee Certification Form, .the c o0 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 (Building Department) Pink (Applicant). DDS—School Fee Form rev'd 3.10.08 I CERTIFICATE OF EXISTING SQUARE FOOTAGE Oroville Union High School District Building Permit Number' B09-0867 Assessor's Parcel Number."(s):..041-480.-005 Project Location/Address: '34'62 CHEROKEE" RD OROVILLE Existing Sq Ftg: MH Replacement: Yes Existing Construction:Type: NSF 118891 GAR (7041 COV 1791 Demo Permit Issued?:Imo : Demo Permit Issued Date: Verified by: Building. R Comments: NSF 1889'SQ FT TO REPLACE EX MH 1440 "SQ FT 08/27/2009 Date `-� ' b qc,e '� o v5 STATE. OF CALIFORNIA - DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT REGISTRATION CARD — Manufactured Home Decal No: AAE8996 Manufacturer ID/Name SILVERCREST Trade Name SILVERCREST Model SILVERCREST DOM 00/00/1975 DFS 11/13/1975 RY 1975 Exp. Date Apr 30, 2010 Serial Number Label/insignia Number Weight Length Width SPC SCC Exempt Use Type WS1284U 286313 60' 12' AFF 04 SFD ILT WS1284X 286314 60' 12' Issued Total Fees Paid Apr 10, 2009 $44.00 Addressee ROBERT H JULIAN 3462 CHEROKEE RD OROVILLE, CA 95965 -------- ROBERT H JULIAN PATRICIA H JULIAN Joint Tenants with. Right of Survivorship 3462 CHEROKEE RD OROVILLE, CA 95965 Situs Address 3462 CHEROKEE RD OROVILLE, CA 95965 ATTENTION OWNER: THIS IS THE REGISTRATION CARD FOR THE UNIT DESCRIBED ABOVE. PLEASE KEEP THIS CARD IN A SAFE PLACE WITHIN THE UNIT. INSTRUCTIONS FOR RENEWAL: REGISTRATION FOR THIS UNIT EXPIRES ON THE DATE INDICATED ABOVE IN THE BOX LABELED "Earp. Date". THERE ARE SUBSTANTIAL PENALTIES FOR DELINQUENCY. IF YOU DO NOT RECEIVE A RENEWAL NOTICE WITHIN 10 DAYS PRIOR TO THE EXPIRATION DATE, CONTACT H.C.D. FOR RENEWAL INSTRUCTIONS. IMPORTANT THEOWNER INFORMATION SHOWN ABOVE MAY NOT REFLECT ALL LIENS RECORDED WITH THEEP DARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT AGAINST THE DESCRIBED UNIT. THE CURRENT TITLE STATUS OF THE UNIT MAY BE CONFIRMED THROUGH THE DEPARTMENT. DTN: 5609339 R 04102009- 153 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 ww`w.buttecounty.net/dds **PERMIT APPLICATION DATA SHEET** Reference Number: B09-0867 Location: 3462 CHEROKEE RD Parcel Number: 041-480-005 Owner Name: JULIAN, ROBERT Date: 06/16/2009 By: KEJ Sub Type: SFD-CUSTOM/MOD Phone: (530)533-5773 Description: NSF (1889) GAR (704) COV (79) 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 ❑ El Thermalito Irrigation District, 410 Grand Avenue; Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 ❑ ❑ 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 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 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 ❑ AD Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ef ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 ❑ ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions ❑ City of Biggs Planning Department,_ 3016 Sixth Street Biggs CA 95917 - (530) 868-54'47 ) ❑ Other'1 ❑ V ❑ Other: S�r. "When filed, this application. and all supporting material becomes subject to the California Public ecords A& All public information related to this application is.subject to public inspection and will be posted on the County's website for electronic a=ess. Signature of Applicant: Date: 06/16/2009 FILE (E:) M4051L HOME (I -7325F) (F)W E L L W/CbVERE-D' Dr= -C -K. (TC) (3E DEMOU1-1.G-D/R9M(DVeD) S- YS70,RAGIS . ......... .(E) LEACH F IELD 7-7= • � usniu ..,Avg Civil -Engineering ineerin and.Desi g g n g 3115 Johnny Lane Chico, CA 95973 ;Ph:{'530) 521-2648 Fax: (530)-230-2700 eda@ausmusengineering.com TRUSS CONCURRENCE LETTER June '5, 2009 Ausmus Engineeringhas reviewed the Truss Calculations provided and approved by: Endeavor Homes Oroville, CA 95966 Dated: May, 22, 2009 The truss calculations were used in conjunction with the structural design for the residence named:" Julian Residence Eric D. Ausmus, P.E. Ausmus Engineering CA Civil 65286 exp. 09/30/09 BUTTE C'OUdTY BtJILD1NG DtV1StOi APPROV SO �1 (2` -� I,� I T? 4' Page 1 of I CADocuments and Settings\HP_AdministratorNy DocumentsWusmus Engineering\2009 ProjectWulianUruss.doc i a 19.1 19.1 3.9 313 313 Lsw #1 13.6 32.7 13:6 -266 266 b 19.5. 52.2 13.6 53 53 Lsw #2 3.9 56.1 17.5 -113 113 c . - 6.9 63.0 17.5 Uplift Force = (OTM-RM)/L,Y Lsw #3 . 13.6 LF TYPE OF HOLDOWN Roof Trib Depth= 12:0 d: See Roof Plan None Req. • Overturning Force (F„)= 802 Lbs. V.11. L. CAPACITY= Lsw #4 2764 Lbs. 2/3 (D,. * DW) Overturning Moment (OTM)-- 6417 e OTM = F„ * Wall Height Resisting Moment (RM)= 18793 Lbft RM = (Fy * L,v/2) Lsw #5 -910 Lbs. Uplift Force = (OTM-RM)/LW f Lsw #6 91 1 17.5 Total Wall Length 63.0 Roof VEM,= 16 PLF Wall VE/W= 59 PLF Top Plate Splice Top Plate Splice 313 Lbs. Max of CF or Drag (8) 16-d's Shearwall line C (ROOF LEVEL) J Shortest Shearwall (Lw,)= 3.9 LF TYPE OF HOLDOWN Roof Trib Depth= 12.0 LF See Roof Plan None Req. Overturning Force (F,)= 230 Lbs. V.11- Lw CAPACITY= Resisting Force (Fy)= 793 Lbs. 2/3 (D,. * DW) Overturning Moment (OTM)-- 1840 Lbft OTM = F% * Wall Height Resisting Moment (RM)= 1545 Lbft RM = (Fy * 1w,/2) Uplift Force= 76 Lbs. Uplift Force = (OTM-RM)/L,Y Shearwall Line C (ROOF LEVEL) Longest Shearwall (Lw,)= 13.6 LF TYPE OF HOLDOWN Roof Trib Depth= 12:0 LF See Roof Plan None Req. • Overturning Force (F„)= 802 Lbs. V.11. L. CAPACITY= Resisting Force (Fy)= 2764 Lbs. 2/3 (D,. * DW) Overturning Moment (OTM)-- 6417 Lbft OTM = F„ * Wall Height Resisting Moment (RM)= 18793 Lbft RM = (Fy * L,v/2) Uplift Force= -910 Lbs. Uplift Force = (OTM-RM)/LW 1 - j PERMIT N0. 3730-76B c PERMIT EXPIRES OWNER Curtis F. Mangham CONTR. S.O.S. Mobile Service, Paradise LOCATION (A.P. 41-48-5 ) E/S Cherokee UNNUENtf Rd.,app. 1 mo. S.of Chdrokee Cemetery, Qncow. i. • �i 1 1 F r Temp. Power Pole Called PG&E Temp. lec. Serv. e'led PG&E T p. Gas Serv. Called PG&E JOB FINALED (Date) (Signatur ) i COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) Setback Forms Main Bldg. Footings StemwaI I Slab Piers Garage Footings Stemwa I I Slab Carport Footings Slab Patio Footings Masonry Walls Relnf. Steel Bond Beam Framing Stucco Mesh Scratch Brown Finish Interior Lath Door Closer DATE Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Siding To out Roof Sheathing Water Piping Roofing Sewer Fdn. Vents Fixtures Garage Vents Insulation Water Htr. Heaters Prov. for physically handica ped Conformance of ex. structure Appliances Gas Piping & T Temp. Gas Final Sanitation FIREPLACE Final • , f f Foot Test Final MECHANICAL Ducts Ventilation Final REMARKS OR CORRECTIONS PLUMBING ELECTRICAL Rough Fixtures Grd. Fault Prot. Service Temp. Pole Underground Permanent Final (NOTE: An entry must be made on this form each time you visit the job site.) 0 l'� COUNTY OF BUTTE — pEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Vroville, California 95965 1 �J, Telephone: 534-4541 3v APPLICATION AND PERMIT authunce represenlatives or the County of Butte to enter upon the above-mentioned property for inspection purposes. x JI` ,7L /_ i? — 2' -2 Signature of Permitteeee or Agent Receipt No. , 3?3// _ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF WNLIC WORKS Bymate Bui�ingermit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION 2- UK T 3 - Mailing Address Telephone No. Fireplace ContractorS , ����� ��� F Total Valuation Mailing Address �'/�j �(fGS/-^�Q�f �, Permit Fee Plan Checking Fee &/or Penalty � �e itphone S?�hone No. "Cr9'07 Permit Fee $ /Z0 Zi Building Address S ���K�� 0(v. PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 GQ�LJ' Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No. y/" �f J Zoning & Planning Gas piping system 1 - 5 outlets 1.5u Each additional outlet .30 Fo Sa ire Dept. FireZone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im rovem is p Lawn sprinkler system 2.00 Bldg. PI<Rec'd Parce Approval Plans proval Permit Fee $ $ NEW � ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 1000 AMP ORV OR LESS5.00 Main service EA. ADD'L too AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service OVER 600v 100 AMP OR LESS 25.00 Main service EA. ADD•L too AMP 1.00 -DEC/,, ��`•���`CY . NEW CONST. I DWELLING OCCUP, & OR ADDNS• ACC. SLOGS. 22sq ft NEW CONSTR. (MULTI -OUTLET NON-RESID. l BRANCH CIRCUITS) 2.50ea NEW CONSTPOWER APPARATUS &) NON- R. RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: Y Ex. Occup(OUTLETS OR FIXTURE S) 50 @25a BAL@1 Ex. Occu FIXED APPLNS, OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No.3oClassification �,— Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE Is Z me authunce represenlatives or the County of Butte to enter upon the above-mentioned property for inspection purposes. x JI` ,7L /_ i? — 2' -2 Signature of Permitteeee or Agent Receipt No. , 3?3// _ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF WNLIC WORKS Bymate Bui�ingermit expires Date r A ` INET Util. PERMIT NO. v P r• t E t M i MH UTIL. "L PERMIT NO. r PERMIT EXPIRES ilk OWNER Curtis Mangham CONTR. / LOCATION (A.P. 41--48-05) e/s Cherokee Rd., app. 1 i. S. of Cherokee Cemetary, Oroville 70 ,t Temp. Power Pole- z4/7 Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. I Called PG&E JOB Z FINALED (Date) _— (Signature t t J DATE REMARKS OR CO ECTIONS v COUNTY OF BUTTE — DEPARTMENT OF' PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. StemwaII Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground ' Interior Lath Ventilation Permanent Door Closer Final Final DATE REMARKS OR CO ECTIONS v . COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi Ile, California 95965 ] Telephone: 534-4541 APPLICATION AND PERMIT 4u LHUF1Le reprrosentauves of the t,ounty or nutte to enter upon ine This permit is. hereby issued under the applicable provisions of above-mentioned property for inspection purposes. the Butte County Code and/or resolutions to do work indicated above for which fees have.been paid. X ��'�cf� DIRECTOR OF PUBLIC WORKS Signature of Permittee or Agent / Rcei t No. By � Date z- " J e� White-D.P.W. - Yellow -Assessor - Pink -Inspector = Goldenrod -Applicant =Building permit expires Date S/z-il%g, f 7 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address 7 Te[p one No. Fireplace Contractor Total Valuation Mailing Address Permit Fee Plan Checking Fee&/or Penalty Telephone No. , Permit Fee Building Address' PLUMBING No. @ FEE PERMIT FILING FEE $3.00QQ Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 ,,,-7, ao Each gas water heater or vent 1.50 o -Gas A. P. N AZon.o. n- g piping system 1 - 5 outlets 1.50 Each additional outlet .30 F041 461 Sa ' Fire Dept. Fire Zone Of Use Permit Building sewer 5.00 Q,©� EQA Parking Plans Parcel Declaration parcel Ma p 60'' R/W p rovements Lawn sprinkler system 02.00 1� tans Recd Parcel Approval i Plans Approval Permit Fee $ 3dOD .$ dC NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL ' No. @ FEE PERMIT FILING FEE $3.00©'0 Main service incl. 1 meter p9 Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) - Single Family ❑ Duplex ❑ Mobil Home Others ❑ Range, Cook -top or Oven 1,00 Water Heater or. Space Heater 1.00 Light fixtures '2b01%21 Receps., switches & fix outlets 20 IV 5 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap, cooler, gar, disp. or D.W. 1.00 Air conditioner or heat pump 47 Water pump i0� Mobil Home Facilities 5.00 /S O Temp., Power Pole 5.00 License No. Classification Misc. wiring I am exempt from the Contractors License Laws of the State of California. Permit Fee MECHANICAL No.1 @ FEE WORKMEN'S COMPENSATION INSURANCE I am`aware of the provisions of Section3700 of the California Labor Code which -requires every employer to be insured against liability for Workmen's Compensation. ❑1 have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance, of the work for which this permit ,is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. • PERMIT FILING FEE $3.00 Heating, ' Cooling 'Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FEE $ OC 4u LHUF1Le reprrosentauves of the t,ounty or nutte to enter upon ine This permit is. hereby issued under the applicable provisions of above-mentioned property for inspection purposes. the Butte County Code and/or resolutions to do work indicated above for which fees have.been paid. X ��'�cf� DIRECTOR OF PUBLIC WORKS Signature of Permittee or Agent / Rcei t No. By � Date z- " J e� White-D.P.W. - Yellow -Assessor - Pink -Inspector = Goldenrod -Applicant =Building permit expires Date S/z-il%g, f 7 u• COUNTY 7 OF BUTTE — DEPARTMENT OF PUBLIC WORKS ✓O� �� - County Center Drilb — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT l� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant I &Wilding permit expires Date 1 'J / 7 / /A BUILDING Owner s SQ. FT. OCC. BUILDING VALUATION Mai I Ing Address Telephone No. Fireplace Contractor Total Valuation Mailing Address f -76 S Permit Fee Plan Checking Fee&/or Penalty Tel e�ph_on/rjo� j/� Permit Fee Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. 'P. No. Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F Seftketian Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking I Parcel Declaration Parcel Ma p 60' R/W Im rove nts p Lawn sprinkler system 2.00 �Pla�ns Bldg. P465s Rec'd Parcel Ap oval Plans pproval Permit Fee - NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE J$3.00 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) _ Single Family ❑ Duplex ❑ Mobil Home ® Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixturesb p 25 al 0101 Receps., switches & fix outlets JIM CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of 1:�� 5��%ir? /YJ0,8%L E Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. 3� a y� Classification �� Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability kmen's Compensation. ave placed on file with the County of Butte a certificate of F orkmen's Compensation Insurance. ❑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 the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X r Date /,7-�U v75 Si nature of Permitee or Agent �1 Recei No. Leri-- / TOTAL PERMIT FEE $ This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR UBLIC WORKS _ BY - Date � & i, J. 'r %, r White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant I &Wilding permit expires Date 1 'J / 7 / /A pew, m; -r 4/x'3 -01C' T All utilityconnections shall be located wihin 4 ft. outside the rear x� '� e,�� third section of the mobile home )0 on the left (road) side of the mobile k home. I'm 4-5At,`Lem Septic system and location to be as per Butte County Health Det - qu i cements. IN COR -T/3 lYffN94,9m 80 X tt,3 i o•N LA— C_ .¢ lec-i" !L► � A a- Sa:Pf i G VN a o �' 'f' �' aired for the �A permi} will tithe Mobilehome• 1 tion of ' he Setback shall be 5 ft. troa; the side property line and 50 ft. from the centerline of the road, permrttino I maximum of a 2 ft. eave overhar�n I his set of plansAs MUs�� bo .sept on -the job at all times and it is unlawful to 'nake any changes or alterations on same without wrkten pernrisson from the Department of Public Works, County of "e. NOTE!—All P,+P';(' le RAcenrdri.nce W: w°rk^��n51►1p Shill Be ;n Of 0 CIU-'11;+vr+•�,•,._,� ,I l Cnnd pr cf;ces c rid 'for the Spe, ;+'r,,,_r use on 6e l niforrn BE; 1-1;,,n sal ,! ;& Mcchonicry! Codes and the Nrat;onrtl floc+4;ro! Code. BUTTE COUNTY BUILDING DEPARTMENT l f F"X 3995 01 ive 1-11;k1way, Oravi l l Ca _ 95966 530-533-2730 / 530-534-16GQ$ Ca_Lic_ 305365 C-10, C-16, C-36 Res ide�.t�a1 �lre Sprinkler r _ pr�nkl with � tim p & Hol dig Tank # 1 _ CALCULATIONS `��tr I 3 SPRING LOADED CHECK VALVE 4, _ WATER TEST GUAGE 5 2 POLE FLOW SwI TCH Q 7-1t;6y 6 _ ALARM BELL BUILDING DIMS ION APPROVED i 7 SPARE HIF- AID CAB I NET 8 BOOSTER PL7MP 9 _ PIp- ES SURE SwI TCH COMA, 1 0 _ 16 ALIFORNIA I, .TANK FILL CONTROL * qtr LIC NSE p O �F V� HOLID I NG TANK A'Qpl� OP TI - RESIDENTIAL FIRE SPRINKLER SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365 PER REQUIREMENTS OF NEPA 13D, 2002 EDITION ROSSINI CONSTRUCTION JULIAN HOME 1354 EAST AVE SUITE R 3452 CHEROKEE RD. CHICO CA. 95926 OROVILLE CALCULATED FOR 1 HEADS 11/10/09 WATER SOURCE IS WELL & HOLDING TANK WATER PRESSURE IN HOLDING TANK DEDUCT PRESSURE LOSS FROM SOURCE TO SPRINKLER CONTROL VALVE MAIN SECTION EQUIV.FT. 1--1/2" PIPE = 40 FT 0 GATE VALVE - O FT. 1 CHECK VALVE 6 FT 2 ELBOWS - 18 FT. 2 COUPLINGS - 2 FT. O TEES (RUN) = 0 FT. 0 TEES (BRANCH) = O FT. TOTALS - 66 FT. X .0049 DEDUCT HEAD LOSS FOR ELEVATION ( 15 FT X 0.434 ) DEDUCT PRESSURE LOSS FOR PIPING FROM CONTROL VALVE TO FARTHEST SPRINKLER PIPE SECTION ONE EQUIV.FT. 1'' PIPE 115 FT. 4 ELBOWS 28 FT. 0 COUPLINGS O FT. 11. TEES (RUN) = 11 FT. 45 - 0.32 444.68 -- 6.51 38.17 1 TEES (BRANCH) = 5 FT. TOTALS = 159 FT. X .0296 - 4.71 33.46 BRAND OF HEADS = TYCO LF -II G.P.M. -- P.S.I. CONVERSION FORMULA: K FACTOR OF HEADS USED = 4.9 (G.P.M./ K FACTOR)2 = P.S.I. EQUIVALENT FEET CALCULATED @ 1 MEAD 1 HEAD = 13 G.P.M. FLOW { 13 G.P.M. EA.) FRICTION LOSS "C' FACTOR = 150 MINIMUM PRESSURE REQUIRED PRESSURE AVAILABLE IN SYSTEM = 7.04 P.S.•I. = 33.46 P.S.I. RESIDENTIAL FIRE SPRINKLER SYSTEM DESIGN BY FOX COMPANY C-16 LIC. # 305365 PER REQUIREMENTS OF NFPA 13D, 2002 EDITION I ROSSINI CONSTRUCTION JULIAN HOME 1354 EAST AVE SUITE R 3452 CHEROKEE RD. CHICO CA. 95926 OROVILLE CALCULATED FOR 2 HEADS _'-_-11/10/09 WATER SOURCE IS WELL & HOLDING TANK i WATER PRESSURE IN HOLDING TANK I 45 i DEDUCT PRESSURE LOSS FROM SOURCE TO SPRINKLER CONTROL VALVE MAIN SECTION EQUIV.FT, 1-1/2" PIPE 40 FT, 0 GATE VALVE - O FT. 1 CHECK VALVE 6 FT. 2 ELBOWS - 18 FT. 2 COUPLINGS = 2 FT. _0 TEES (RUN) O FT. 0 TEES (BRANCH) = 0 FT: . TOTALS = 66 FT. X .0178 - 1.17 43.83 DEDUCT HEAD LOSS FOR ELEVATION ( 15 FT. X 0,434 ) - 6.51 37.32 DEDUCT PRESSURE LOSS FOR PIPING FROM CONTROL VALVE TO FARTHEST SPRINKLER PIPE SECTION ONE EQUIV.FT. 1' PIPE = 115 FT. 4 ELBOWS _ 28 FT. 0 COUPLINGS - 0 FT, 11 TEES (RUN) - 11 FT: 1- TEES (BRANCH) _ 5 FT, TOTALS - 159 FT. X .1067 --16.97 20.35 BRAND OF HEADS = TYCO LF --II G.P.M. -- P.S.I. CONVERSION FORMULA: K FACTOR OF HEADS USED = 4.9 (G.P.M./ K FACTOR)2 = P.S.I. EQUIVALENTFEET CALCULATED @ 2 HEAD 2 HEAD = 26 G.P.M. FLOW ( 13 G.P.M. EA.) FRICTION LOSS °Cy FACTOR = 150 MINIMUM PRESSURE REQUIRED =`_7.04 P.S.I. PRESSURE AVAILABLE IN SYSTEM = 20.35 P.S.I. Fire & Building Products Direct Sales (Central): Tel: (800) 523-6512/ Fax: (215) 362-5385 Distribution Sales (Gem/Star): Tel: (600) 558-5236 / Fax: (800) 877-1295 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Pendent Sprinklers 4.9 K -factor WARNINGS General The Series LFII (TY2234) Residential Pendent Sprinklers described herein b� Description must be installed and maintained in compliance with this document, as The Series LFII (TY2234) Residential well as with the applicable standards Pendent Sprinklers are decorative, of the National Fire Protection Asso- '> fast response, frangible bulb sprinklers ciation, in addition to the standards of designed for use in residential occu- any other authorities having jurisdic- g pancies such as homes, apartments, tion. Failure to do so may impair the a dormitories, and hotels. When aesthet- integrity of these devices. ics and optimized flow characteristics are the major consideration, the Series The owner is responsible for maintain LF11 TY2234 should be the first ing their fire protection system and de- choice. e ( ) vices in proper operating condition. t''.,."' y «" choice. P P P 9 �.:�. The installing contractor or sprinkler R„ The Series LFII are to be used in wet manufacturer should be contacted pipe residential sprinkler systems for relative to any questions. one- and two-family dwellings and mo- _ bile homes per NFPA tem wet pipe �+prinkler/IVlodel F . residential sprinkler systems for rest .7 dential occupancies up to and includ- ing four stories in height per NFPA Identification 13R; or, wet pipe sprinkler systems for �■ f the residential portions of any occu- Number pancy per NFPA 13.? The Series LFII (TY2234) has a 4.9 SINTY2234 (70,6) K -factor that provides the re- quired residential flow rates at reduced Technical pressures, enabling smaller pipe sizes - and water supply requirements. Data The recessed version of the Series r'"''• ° s A LF11 (TY2234) is intended for use in Approvals: m areas with finished ceilings. It employs UL and C UL Listed. a two-piece Style 20 Recessed Es Maximum Working Pressure: cutcheon. The Recessed Escutcheon 175 psi (12,1 bar) Deflector Bronze provides inch mm) of recessed Discharge Coefficient: Ejection S . Stainless Steel of total adjustment ment from the flush ceil- adjustmenntt up tto o 1 1/2 inch (12,7 mm) K = 4.9 GPM/psi1/2 (70,6 LPM/bars/2) i Spring ing position. The adjustment provided Temperature Rating., tDuPont Registered Trademark by the Recessed Escutcheon reduces 155°F/6WC or 175°F/790C the accuracy to which the pipe nipples Finishes: operation to the sprinklers must be cut. White Polyester Coated, The Series LFII (TY2234) has been Chrome Plated, or Natural Brass The glass Bulb contains a fluid that designed with heat sensitivity and expands when exposed to heat. When water distribution characteristics Physical Characteristics: the rated temperature is reached, the proven to help in the control of residen- Frame . . . . . . . . . . Brass fluid expands sufficiently to shatter the tial fires and to improve the chance for Button . . . . . . Bronze glass Bulb allowing the sprinkler to occupants to escape or be evacuated. Sealing Assembly . activate and flow water. . Beryllium Nickel w/Teflont Bulb . .`. 3 mm°dia. Glass Compression Screw . . Bronze g a•t��; t , Page 2 of 4 (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. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Design quired discharge from each of the four Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling Area (e) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise Ft x Ft. (m) for 12 Inch Run) for 12 Inch Run) (m x m) manding sprinklers for the actual 155°F/68°C or 175°F/79°C 155°F/68°C 12 x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 16 x 16 16 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 18 x 18 18 17 GPM (64,3 LPM) 21 GPM (79,5 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 18.4 psi (1,27 bar) 20 x 20 20 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) (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. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Design quired discharge from each of the four sprinklers is to be the greater of the Criteria following: • The flow rates given in Table A for The Series LFII (TY2234) Residential NFPA 13D and 13R as a function of Pendent Sprinklers are UL and C -UL temperature rating and the maxi - Listed for installation in accordance mum allowable coverage area. with the following criteria. . A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised NOTE of the four most hydraulically de - When conditions exist that are outside manding sprinklers for the actual the scope of the provided criteria, refer coverage areas being protected by to the Residential Sprinkler Design the four sprinklers. Guide TFP490 for the manufacturer's recommendations that may be accept Obstruction To Water Distribution. able to the local Authority having Juris- Locations of sprinklers are to be in diction. accordance with the obstruction rules of NFPA 13 for residential sprinklers. System Type. Only wet pipe systems may be utilized. Operational Sensitivity. The sprin- klers are to be installed with a deflector Hydraulic Design. The minimum re- to ceiling distance of 1-3/8 to 4 inches quired sprinkler flow rate for systems or in the recessed position using only designed to NFPA 13D or NFPA 13R the Style 20 Recessed Escutcheon as are given in Table A as a function of shown in Figure 2. temperature rating and the maximum allowable coverage areas.•The sprin- NOTE kler flow rate is the minimum required So as to help avoid obstructions to discharge from each of the total water distribution, a maximum 12 inch number of "design sprinklers" as speci- deflector -to -ceiling distance is permit fied in NFPA 13D or NFPA 13R. ted for NFPA 13D and NFPA 13R ap For systems designed to NFPA 13, the plications where the sprinklers are to number of design sprinklers is to be cated in closets. the the four most hydraulically de- Sprinkler Spacing. The minimum manding sprinklers. The minimum re- spacing between sprinklers is 8 fee TFP400 (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table 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 (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 instal 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. r, 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- y 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 t sprinkler fitting using only the W -Type A k - -� .� '%. �a.,✓ ',a I ii TFP400 Components: 1 - Frame 2- Button 3- Sealing Assembly 1 4 • Bulb 5- Compression 2 Screw 6 - Deflector" 3 7- Ejection Spring 4 " Temperature 5 rating is indicated on 6 Deflector. 7/16'(11,1 mm) 1/2" ESCUTCHEON NOMINAL NPT PLATE SEATING 2-7/8" DIA. MAKE -IN SURFACE (73,0 mm) �- 2.1/4" (57,2 mm) 7 (41,3 mm) WRENCH STYLE 20RECESSED 15 1 FLATS ESCUTCHEON CROSS SECTION PENDENT RECESSED PENDENT Page 3 of 4 I- FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 2.7/8" DIA. 7/1611/8" (73,0 mm) 1/2" (12,7 mm) (11,113,2 mm) 2.1/4" DIA. 1/4" (6,4 mm) FACE OF SPRINKLER MOUNTING FITTING PLATE EllI _L MOUNTING SURFACEG 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 ,�//W(RENCH 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 Page 4 of 4 TFP400 7 Recessed Sprinkler Wrench (Ref. authorities having jurisdiction. The in- EQUAL TO THE SALES PRICE. Figure 4). With reference to Figure 1, stalling contractor or sprinkler manu- THE FOREGOING WARRANTY IS the W -Type 7 Recessed Sprinkler . facturer should be contacted relative to MADE IN LIEU OF ANY AND ALL Wrench is to be applied to the sprinkler any questions. OTHER WARRANTIES EXPRESS OR wrench flats. IMPLIED. INCLUDING WARRANTIES Step D. After the ceiling has been in- NOTE The owner must assure that the span OF MERCHANTABILITY AND F1 stalled or the finish coat has been ap- klers are not used for hanging of any' '" NESS FOR A PARTICULAR PUR- plied, slide on the Style 20 Closure objects and that the sprinklers are only POSE, over the Series LFII Sprinkler and cleaned by means of gently dusting push the Closure over the Mounting with a feather duster; otherwise, non- ordering Plate until its flange comes in contact operation in the event of a fire or inad- it with the ceiling. vertent operation may result. Procedure ,/ Care and s ri recommended that automatic sprinkler systems be inspected, When placing an order, indicate the full Maintenance tested, and maintained by a qualified product name. Contact your local dis- tributor for availability.. Inspection Service. Sprinkler Assembly: The Series LFII (TY2234) must be maintained and serviced in accord- Limned Series LFII (TY2234), K=4.9, Residen- ance with the following instructions:tial IWf/si-rranty Pendent Sprinkler with (specify) temperature rating and (specify) finish, NOTES P/N (specify). Absence of an Escutcheon Plate may Products manufactured by Tyco Fire delay the sprinkler operation in a fire Products are warranted solely to the 155°FI68°C or Chrome Plated PIN 51-201-9-155 situation. original Buyer for ten (10) years ......... 1155'F/68'Ca Be/ore closing a fire protection system against defects in material and work- g manship when paid for and properly White Polyester.. ..... P/N 51-201-4-155 155°FI68°C main control valve for maintenance installed and maintained under normal Natural Brass........... PIN 51-201-1-155 work on the fire protection system use and service. This warranty will ex- 175°Fns°c or which it controls, permission to shut ears from date of ship- pire ten (10 ) y p Chrome Plated ......... PIN 51-201-9-175 down the affected fire protection sys- tem must be obtained from the proper ment by Tyco Fire Products. No war- 175°FI79°C white Polyester.......... PIN 51-201-4-17-k authorities and all personnel who may p y ranty is given for products or components manufactured by compa- 175°F/79°C Natural Brass........... PIN 51-2014=1.75. be affected by this action must be no- nies not affiliated by ownership with tified Tyco Fire Products or for products and Recessed Escutcheon: Sprinklers which are found to be leak- components which have been subject Specify: Style 20 Recessed Escutch- ing or exhibiting visible signs of corro- to misuse, improper installation, corro- eon with (specify) finish, P/N (specify).. sion must be replaced. Sion, or which have not been installed, Automatics sprinklers must never be p maintained, modified or repaired in ac- cordance with applicable Standards of 1/2' (15 mm) style 20 shipped or stored where the tempera the National Fire Protection Assocta Chrome Plated ......... PIN 56-705-9-010 ture will exceed 100°F/380C and they tion, and/or the standards of any other 1I2• (15 mm) style 20 must never be painted, plated, coated, Authorities Having Jurisdiction. Mate- while color or otherwise altered after leaving the rials found by Tyco Fire Products to be Coated .. ......' ...... PIN 56-705-4-010 factory. Modified sprinklers must be re defective shall be either repaired or 1I2 placed. Sprinklers that have been ex replaced, at Tyco Fire Products' sole Style 20 Bright Brass posed to corrosive products of com- option. Tyco Fire Products neither as- coated ................ PIN 56-705-2-010 bustion, but have not operated, should sumes, nor authorizes any person to b e replaced if they cannot com- b assume for it, any other obligation in Sprinkler Wrench: etre cleaned by wiping the sprinkler connection with the sale of products or Specify: W -Type 6 Sprinkler Wrench, with acloth or by brushing with a soft parts of products. Tyco Fire Products P/N 56-000-6-387. bristle brush. shall not be responsible for sprinkler ei W T Sprinkler Wrench, c e 7 S Specify: Care must be exercised to avoid dam- system design errors or inaccurate or 56-850-4-001.ip age to the sprinklers - before, during, incomplete information supplied by and after installation. Sprinklers dam- Buyer or Buyer's representatives. aged by dropping, striking, wrench IN NO EVENT SHALL TYCO FIRE twist/slippage, or the like, must be re- PRODUCTS BE LIABLE, IN CON - placed. Also, replace any sprinkler that TRACT, TORT, STRICT LIABILITY OR ' l z "tf has a cracked bulb or that has lost UNDER ANY OTHER LEGAL THE- liquid from its bulb. (Ref. Installation ORY, FOR INCIDENTAL, INDIRECT, R'uf HIP r`0 at,� Section). SPECIAL OR CONSEQUENTIAL The owner is responsible for the in- DAMAGES, INCLUDING BUT NOTx *` spection, testing, and maintenance of E LIMITED TO LABOR CHARGES, RE- their fire protection system and de- their GARDLESS OF WHETHER TYCO vices in compliance with this docu- FIRE PRODUCTS WAS INFORMED ment, as well as with the applicable ABOUT THE POSSIBILITY OF SUCH standards of the National Fire Protec- DAMAGES, AND IN NO EVENT tion Association (e.g., NFPA 25), in SHALL TYCO FIRE PRODUCTS' LI - addition to the standards of any other ABILITY EXCEED AN AMOUNT' TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania,- 19446 I Bronze Spring Loaded Check Valve %"-2'r Figure No. 3600 w/Tefion Disc. Figure No. 3600SJ w/Teflon Disc Figure No. 3615 w/Buna-N Disc Figure No. 3615SJ w/Bunn-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non -Shock Cold Water, Oii, or Gas Fluid Pressure, Non -Shock W.O.G. B • :.1 ti, 3 -"� ;t, 4 A 5A 5 t{ ..;� 6 WO7 +tib 8 Figure No. 3600 Figure No. 3615 Threaded Grinnell check valves maybe installed in vertical lines with N upward flow or in any intermediate position. Z Do Not Use For Reciprocating Air Compressor Service. F1 Do Not Use as a Footvalve. - .,#Lt .,t�. �i11' ti�dt'Y31•i,e� v �s 4 ?+ y` v.a' I6f1[�@8l�ilOY{SC r MS' ti.-titP�t.- EE�ateFi>1 L1s bltnensioits — Weights [qir •;ice: Yr.72'G ` s•tr- - �,-+.w t!.r 0.1. - ... �i Figure No. 3600SJ Figure No. 3615SJ Copper to Copper Nominal Size Part Specification 1. Body . Bronze ASTM 8-584 Alloy C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 S. Disc Teflon, Fig. 3600 SA. Disc Buna-N, Fig. 3615 6. Seat Ring Teflon 7. Seat Screw Stainless Steel ASTM A-276 Alloy S43000 S. Body End Bronze ASTM B-584 Alloy C84400 Nominal Size Dimensions Anorox. t t Wt. Fig. 3600 Approx. Net Wt, Fig. 3600SJ A B C z/a 2 13/e 17/16 .4 .4 1/z 21/16 13/8 13/16 1 .4 .4 3/4 21/4 15/a 15/16 .5 .5 1 25A 2 11/2 .8 .9 11/, 215/16 23/9 I"In 1.2 1.3 11/z 35h6 23/4 2 1 1.6 1.9 2 33/4 331. Oh. 1 2.4 2.7 4 i 25 1 800 854-1015 FIRESPRINKLERPRESSURE GAUGES U.S. G UAG E, AMETEK • Use on wet or dry sprinkler systems! Solid brass backed • '/," A .NTP -LM brass fitting; 31/2 " diameter • 300 lb./sq. In. Capacity e 1164Din16 7}�NI� S yS��h9S 6D.�.B 6vA6�' ns 10 U5 tioo tQo Ys V zts' so iso -zs /. . 175, I u. u� LISTED 'M APPROVEC VSR-SF ER VANE TYPE WATERFLOW OPO POR SMALL PIPE ALARM SWITCH WiTH RETARD Potter Eiecttio Signal Company totter Electric Signal & Mfg. LTD 2081 Craig Road a P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146.4161 Don Mills, Ontario, Cath M382M3 (314) 8784321,1(800) 325.3936 (416) 441 IBM UL, ULC, CSFM LISTED and NYMEA ACCEPTED Servlos Prasvn: Up to 250 PSI MI nlmurn Plow Rate for Alarm: 10 OPM Maximum Burg*: 18 FPS k k gCover Enoiosum Dle-cast. red enamel finish, held in place with tamper resistant wows - " Contact Ratings: Two seta of SPDT (Form C) 01 _ # '� 15.0 Amps at 12firt50 VAC f§ 2.0 Amps at 0-30 VDC kkv CmdUit Entranesi: Two Knockouts provided for 112" conduR Usa$e: Liatad Plaat,c. Capper and Schedule 40 Iron Pipe . t# Fits pipe sizes -1 ". 1 1/4', and 1 1/2" Note: 8 paddies are famished with each unit. one for each pipe size of threaded or sweat TEE, one for 1' CPVC, and one for 1 112" polybutylene (CTS -Copper tubing size) Environmental gpeaifleatlons: Suitable for Indoor or outdoor use with factory Installed gasket and die-cast housing NEMA 4 Rated Enclosure • use with appropriate conduR NttN Temperatume Rangd. 40" F/120° F (4.5° C/490 C) Caution: This device Is not intended for applications In explosive environment$ ' `. Service Use: NFPA-13 Automatic Sprinkler NFPA-t 3D STK. NO. 1113000 One of two family dwelling Residential occupancy up to four stories NFPA-1311 NFPA-72 U.S. PAT. NO, 3921989, CANADIAN PAT. NO. 10.00680 National Fire Alarm Code optimal: Cover Tamper Switch, order Stk. No, 0090016 OTHER PATENTS PENDING. The Model VSFI•SF is a vane type waterflow switch for use on wet sprinkler 10, 1 114', or 11/24 pipe size. The unit may also be used The vane must not rub the inside of the TEE or bind In any way. The stem should move freely when operated by hand. systems that use as a sectional waterflow detector on large systems. The d`vioe can also be used In copper or platb pipe kwt&UWs With the two single pole double throw snap notion switches and proper adapters so that the specifiad TEE fitting may be installed an the The unit contains an adlustable pneumatic retard. The switches are actuated when a flow of PIP@ run. 10 gallons per minute or more occurs downstream of the device. The IoW condition must exist for a period of time necessary to overootne the , tECMN Wvallve Attheend of the sprinkler line or a drain and test thf celsoted retard period. 1 IP for oonnoctlon, If an Inspegtor's test valve is not provided. INSTALLATION: These devleea may be mounted In horizontal or verticalton pipe.' On horizontal pipethey should be installed on the top side of the Pipe' If there are no provisions f� testing � �s not " 110rxrrand o a device on the system, app► where they will be accesaible. The units should not be installed within tI tiring which changes the direction of the waterflow. The . 'advisable of a valve, drain or unit has a V NPT bushing for threading into a noncorrosive TEE.. See Fig, i The k"usnoy of the Inspection and testing and Its iasdeloted protecWe 2 for proper TEE size, type and installation. nwitorkV system should be in accordance with the applicable NFpA 8crowthedevice Into the TEE Ong asshown InFig.2. Care muatbeleken Codes and Standards and/or authority having lum t fin (manufacturer recommends quarterly or more frequently), to properly orient the device for the direction of waterflow. furnished with each unit. These paddies have `There rewgthat shows the are 8 paddies be used. The sced CAUTION: that ho ds tthee paddle type of TEE that theyare to be used with. The proper paddle mtW size and must be securely tightened. PAGE 1 OF 2 � MKr.06$00003 • REV I , PRINTED IN USA MFti.1tN00e09 - 3109i c� N't r , , '"� BELLS (E),POITER PBA -AC & PBD -DC Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-43217 (800) 325-3936 (416) 441-1833 r UL LISTED, FM APPROVED Sizes Available: 6", 8", and 10" 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 (outdoor use require 'weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating 6" BELL SHOWN Optional: Model BBK-1 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" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB a 10 FT. MINIMUM dB @ 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBD1210 1710012 .12A 92 75 6 24VDC PBD246 1706024 .06A 87 75 6 24VDC PBD248 1708024 .06A 91 79 10 24VDC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PBA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 .05A 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001, Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is •30° to 150°F. 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. PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776 - 4/94 .w u�L Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 IM Product Technical Description Data Central Sprinkler Head Cabinets Model: Sprinkler Head Cabinet are constructed of a metal enclosure Style: 6 head or 12 head with a triple -hinged cover designed to provide on-site storage of an Standard Finish: Red enamel r.: emergency supply of sprinkler heads Mfgr. Source: Non-domestic t, and a sprinkler head wrench. p Capacity: 6 sprinkler heads ' r NFPA 13 requires a representative 12 sprinkler heads' 'A - number of each type of sprinkler Dimensions: " - > head used in a sprinkler system to be'd stored in a cabinet on-site to allow for 6 head - 5" high x 14" long x immediate removal and replacement 3 1/4" deep p, . of sprinklers which may have 12 head - 5" high x 14" long x — - — d7. operated or become damaged. 4" deep _Central Sprinkler_Head Cabinets Weight: 6 head - 2.3 lbs. are manufactured of heavy gauge 12 head - 3.5 lbs.ter: pr_ steel with knock -outs to accommodate either 1/2" or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. '. They are available in six (6) or twelve - A- Q 1 (12),head capacity. Manufacturers of Pumps and Supplies Q 2081 Frontie- Tra,! PIPE, VALVES & FITTINi i l� Anderson. CA 90007 (916) 365.25, Sheet No. 1211-C) I Effective 2-15-9(_) Supersedes 0-00 h ORDER DESK: CALIFORNIA (800) 446-4800 `, ATI( 114AL (800% 222 lA S IACCL%AiLE: (9 1 W '1 I BALL, FLOATVALVES I VALVES ONLY ORDER SIZE WEIGHT LIST NET NET NO. LB. PRICE 1-10 11 & UP R400-1 2 1 2" 1 $23.10 $11.55 $10.78 r R400-3/4 3/4" 1 29.74 14.87 13.88 R400-1 1" 46.80 23.40 21.84 �., R600 1-1/4 1-1/4" 107.14 53.517 5(0.00 8600-1 1/"L 1-1 /2" 47 1 107.14 I 5(0.(10 IR400 VALVE •+ 8610-2 2" 3 113.90 56.95 1 53.16 1 COPPER FLOATS ORDER SIZE WEIGHT LIST NET NET NO. PRICE 1-10 11 & UP I 8440 5 S" $24.58 S12.2`) ! S11.47 L �� 1 28.80 14.40 1 13.•34 8440-6 6" Y *R440-8 8 1 79.83 :39.t)3_! 37.J7 I Rstr� VALVE *FOR THRU-HOLE ADD 40% TO NET POLYPROPYLENE' -FLOATS 'i ORDER SIZE WEIGHT LIST NET NET� NO. PRICE 1-10 11 & UP [LPF5 • 5" 1 $9.32 $4.66 54.35 j 6" 1 11.02 5.51 5.14 u- i 8" 1 12.92 6.46 6.03 i.. * FOR THRU-HOLE ADD $4.03 EACH TO NET (G.P..M.) �T t 1, . .. IS ! t ` t 1:•:. s La._h. _ qe.a iO INHI I PRUS�>URLS t .�.i.__�.. �. _... AP 125 105 85 I Cis i -55 3 yam - -1..-.--.• '- - - ♦.. VALVE GALLONS PER NAINUTE G.P.M. R46.0 30.2 25.8 I 8 8464.3 56. 47.1 R4700-1"82.5' 76.4 69.r) i I• i . 1160. 144 1.11? i 1 8600 ALL SIZESX67. L41. I 21 £3. I 19 3. h610 __I. - - _ _ ........: ALL PRICES AND SPECIFICATIONS ARL SUBACI TO C(1ANC.E ^•'ITr l!,)ll l r:CYI IC:i . ! .i 1.1s. >! !Ii'I'i` I �! ! HAYS PUMPS INC. 1990) - t• b - co r NK 02.1 4d7 in t 1"'" 40023 �3 fes. f. t ► . t .1" .. ► . 1 1 1 NOOSE i■*■■■M ■■■E ���■■w/��■w■� ■ ■�■ viii ■�� ■ iiiiOi i iiw■IiNNEE ■ i ■i■■.i■■u.■■■ -'/ :.■.s..■■.■■■■■■■ =ii■is t iiiiM sonwON '■u■r�■ME iiii mim on ., ■■i a .: , ■■■■■OMENS ■■■■■■■■M�■■■■EEnommool■■■M■ ■MMM OO■■■r■:r=ter■_■■■■■■w ■M■■■■w■ EM■■t r ru■H■■■ MEM■■ ■■SOME■■■w■■■■■ ■■■■■■■■ ■■■■■■■■■■■w ■■■■i:■■i■iii:ii t =iiei■■i i■iiiE�E ■� ■w�i�i ■I iiloomms � is 410=iM=M■■i i M■■ ■E■■■■�■ .. IS �.sank �•v■ ■a■■■ME ►tea■■■wr■■■■■w�■■■■M ■■■■ Ems0 ■■■s■► �■.■■E�ME■■� „ ®■ ■w�a■■r■-�: ��■■■s■■r���l malls No soon ■■■■ ■■m"aME i:�iir WN-12- .� siiii=NE■EiSE „ MOO ME No■:.���®■ardqom ■MO■wounklmosmsommom IS ■■■MM��■■ ii'iiM■,1■� Im"l :�-INC*WINSMIkirb r►�■■■ MEMO ®t■EM t f ■■■wO■ i::wN■'M00a t ■ ■■■r��:*���itN`SMEMEMMMSJENSENs ■■■s■■■ii MINESE®imalmiiMii , r Go u I 1 IRRI-GATOR"'t ,SEL"FMPRIMER #MODEL ` $' GT - 10 j Cy) 2 li COMPONENTS.. DIMENSIONS AND WEIGHTS Item -No. Descrl tion.. ]_. Plug %':NPT;: ' :12 '3, " Seal'rind ='diffuser' 4 Diaphragm 5 Machine screw 6 Diffuser 7 Impeller 8 Mechanical seal 9 Foot 10 Bolt–foot to adapter 11 t Motor adapter 12 Bolt –casing to adapter 13 - Bolt –.adapter to motor 14 Deflector Model. PSI Suction Lift Model Disch. In Feet GT103 Pressure 5 110115 20 25 GT303 20 44 4136 31 24 GT07/ GT073 30 34131 26 22 14 % 40 1014 0 0 0 2 20 53 51 49 46 41 GT10/ GT103 30 43141 38 36 32 21'%sx 19 8Y, 40 29 22 16 8 '0 20'/a 20 63 59 54 49 39 GT15 GT153 30 60 55151 46 37 9v. 40 45 38 33 20 14 20 86 77 70-159,46 GT203 GT203 30 80 72 67 57 44 40 65 60 57 50 43 52 55 20 0510 88 76 60 GT30/ GT303 .30 92 90 84 75 57 ...40 73 67 62 55 50 Model. GT07 . GT10 ;GT15 GT20 I GT30 GT073 GT103 GT153 GT203 GT303 i ; :HP..... • 1._ _ ; `1%x: 2 3- % 1 1% 2 :3 :'Width �:.. 20'/e 21'%sx 19 8Y, 19'/ 20'/a 20'/a 21%a Height 9v. Wt. (lbs.) 48 52 60 65 76 49 52 55 69 71 Phase Single Three dimensions e weights in lbs.De not use forconstruction e e. 1 YF NPT DISCHARGE 63, W Ua 44 ��®-� ����®IYYIYYYYY�IYYYY �Y®YY Y®��-�®--1YYYYYYlYY1• �v �irYw,�as�YYYvt�Y-� ®®®Y\ m 3&1W ®�®\V`�I�!►�\\il!1�®��®®®tel• ®®-®\ . 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