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041-280-189
B07-1179 RESIDENTIAL NSF DWELLING(55 HIGH MEADOWS KLEINSASSER, THI B07-1829 - -- MISCELLANEOUS FIRE SPRINKLERS 97 HIGH MEADOW KLEINSASSER, TH BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-_2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 97 HIGH MEADOWS ROAD Owner: Permit NO: B07-1179 APN: 041-280-189 KLEINSASSER, THOMAS & LO Issued Date: 09/05/2007 By TMP Permit type: RESIDENTIAL 1900 ORO DAM BLVD E STE 121 Subtype: SFD-Custom/Model OROVILLE, CA 95966 Expiration Date: 09/04/2008 Description: NSF DWELLING (5559), GAR (1156) (510) 708-3274 Occupancy: R-3 Zoning: FR -20 Contractor Applicant: Square Footage: KLEINSASSER, THOMAS & I Building Garage Remdl/Addn 1900 ORO DAM BLVD E STE : 5,559 1,156 OROVILLE, CA -95966 Other Porch/Patio Total .(510) 708-3274 288 534 7,537 FEE INFORMATION CWIF SF $2,411.06 DBFIRE Fire Inspection (SRA) R $102.70 CWIF SF' $2,132.89 DBFIRE SRA Fire Plan Review (S $102.70 CWIFAUD Impact Processing Audi $50.00 DBSMIP Residential $40.05 CWIFDDS Impact Processing Fee $57.99 DB R3 Dwelling -Custom, Model $2,182.82 DB R3 Dwelling -Custom, Mode[ $3,274.22 DB SRA Fire Plan Check Fee $109.98 DBFIRE Fire Inspection (SRA) R $102.70 Total Charged: $10,567.11 Fees Paid: $109567.11 Balance Due: $0.00 Receipt No: B4508 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, , also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 09/05/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ® 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by El1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier. Policy Number: Exp. Date: (This section nee not a competed if the permit is or one hundred dollars ($100) orTess—) ' ❑IAM EXEMPT under Section B. 8 P.C. for this reason: fV11 CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS [�I 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' the Xu` 09/05/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith with those provisions. Owner's Signature Date X 09/05/2007 I hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal 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, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the ope owner<or am authorized to act on the property owner's behalf. S�C� CONSTRUCTION LENDING AGENCY T OH G .F lLE/n/S� 09/05/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR. E]Agent for Owner Agent for Contractor FILE COPY Lender's Address City State zip BUTTE COUNTY o����0 DEPARTMENT OF DEVELOPMENT SERVICES ° BUILDING PERMIT APPLICATION o ° OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 o o A FEE WILL BE REQUIRED AT T11VIE OF APPLICATION Website: www.buttecounty.net/dds c®UN�l **PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name yd�CG� First Name Mailing Ad'dr`ess 17e0-1,2_ 0/16) KI,City O I Z4G 7— i� r1 Stat e'•/ Zi Pho jt1 -W-, z N 7 s/o) %O ? ,V 7 E-mail CONTRACTOR Name d klAv// e ,,�� Address City St Zi Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip cityO fLLC sta e 9 Phone Fax E-mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail APRELICANT SIGNATURE PENT NO. �7-I v BIN # 13-1 PROJECT LOCATION API Y, Property Address City 141 1 Apo I) I F W 21-1 '�1 a Anos WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name X//Z Address DESCRIPTION OR SCOPE OF WORK: For L - Flood Zone I SRA 56 �. Sq FT- L* inS7 G rag / i; penZ� Co s3 ❑ Structure ui without Permits ❑ Proposed Change of Occupancy (Note previous use).- se): For office use only: Zoning - Flood Zone I SRA I es No Occ. Type Const. I 0 NN �� � ��ti .. ._ -.� .. , 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: B07-1179 Date: 05/30/2007 Location: HIGH MEADOWS By: KCG Parcel Number: 041-280-189 Sub Type: SFD-Custom/Model Owner Name: KLEINSASSER, THOMAS & LORETTA Phone: (510) 708-3274 Description: NSF DWELLING(5559), GAR(1156), 0(288), COV(534) ❑ E] 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 DRAINAGE DISTRICTS El ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 1:1 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 1:1 F-1 City of Chico, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 E] PARKS & RECREATION DISTRICTS Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 ❑ E] 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 El ❑ Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 Signature of Property Owner: �— Date: 05/30/2007 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 ❑ ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 E] Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 ❑ E] 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 - (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) 868-5447 ❑ Other: VkC0 rd< � n El Other: ❑ E] Other: Signature of Property Owner: �— Date: 05/30/2007 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: B07-1179 Job Address: HIGH MEADOWS Contractor: Printed: 05/30/2007 1:20 pm Fee Description Account Number Fee Amount Paid Date Pmt Amt CWIF SF CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFLBRYF SF CWIFFIREF SF 1851-0-280-1011852 $366.35 1825-0-280-1011827 $162.04 CWIFFIREVE SF 1851-0-280-1011853 $707.16 CWIFS14ERFF SF 1840-0-280-1011841 CWIFPWRDS SF 1831-0-280-1011001 $1,337.55 $288.00 DBSMIP Residential DB R3 Dwelling -Custom, Model 1001-0-280-1011298 $40.05 DBF DWLNG CSTM/MDL N Plan Rvv 0010-440001-4210500-1010 $2,182.82 05/30/2007 $2,182.82 DBF DWLNG CSTM/MDL N Permit F( 0010-440001-4210500-1010 $3,274.22 DBFIRE Fire Inspection (SRA) R 0100-450001-4617240-1010 $102.70 05/30/2007 $102.70 0100-450001-4617240-1010 $102.70 DBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 05/30/2007 $102.70 DB SRA Fire Plan Check Fee 0010-440001-4210500-1010 $109.98 CWIFAUD Impact Processine Audi 0010-050-4617998-101001 $50.00 CWIFDDS Impact Processing Fee 0010-440001-4617999-1010 $57.99 CWIF SF CWIFSHERFVE SF 1840-0-280-1011842 $152.72 CWIFGGF SF 1808-0-280-101001 $664.81 CWIFGGVE SF 1810-0-280-101001 $306.61 CWIFLBRYF SF 1825-0-280-1011826 $240.89 CWIFLBRYM SF 1825-0-280-1011827 $162.04 CWIFLBRYV SF 1825-0-280-1011828 $4.83 CWIFS14ERFF SF 1840-0-280-1011841 $312.99 CWIFSHERFJL SF 1800-0-280-1011811 $288.00 DBSMIP Residential 1001-0-280-1011298 $40.05 Printed By: Kourtni Graham 109567.11 $29388.22 Balance Due: $8,178.89 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These >rav Chang fd.uring the plan checking process. Signature: �_��� Date: 05/30/2007 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 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 V �8�f`W �� 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: B07-1179 Date: 05/30/2007 Location: HIGH MEADOWS By: KCG Parcel Number: 041-280-189 Sub Type: SFD-Custom/Model Owner Name: KLEINSASSER, THOMAS & LORETTA Phone: (510) 708-3274 Description: NSF DWELLING(5559), GAR(1156), 0(288), COV(534) 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 disturber one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Title: / -2 WA/&2� 7 Z FILE Date: 05/30/2007 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 (not yet issued) must be requested within two years 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 of $54.99 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://municit)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1179 Date: 05/30/2007 Location: HIGH MEADOWS Parcel Number: 041-280-189 Owner Name: KLEINSASSER, THOMAS & LORETTA Phone: (510) 708-3274 Description: NSF DWELLING(5559), GAR(1156), 0(288), COV(534) Signature of Property Owne . Date: 05/30/2007 FILE 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: B07-1179 Date: 05/30/2007 Location: HIGH MEADOWS By: KCG Parcel Number: 041-280-189 Sub Type: SFD-Custom/Model Owner Name: KLEINSASSER, THOMAS & LORETTA Phone: (510) 708-3274 Description: NSF DWELLING(5559), GAR(1156), 0(288), COV(534) To meet the requirements of Government Code section 51182 and Public Resource Code 4291, the Butte County Development Services -Building Department 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. All development within the SRA 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 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) 538-6837, ext. 169, (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 site with two hard copies of the site plan. I have read and understand the above pre -inspection requirements. 05/30/2007 Date Rev'd 5/7/07 Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Firel)revention/protplan/l)rott)lan.html 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 OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. I PERSONALLY PL O PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. (('ES R NO) 2. (HAV /HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE 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: NAME 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 DWELLING(5559), GAR(1156), 0(288), COV(534) Reference Number: B07-1179 Applicant Name: KLEINSASSER, THOMAS & LORETTA Owner's Name: KLEINSASS�TH RETTA AP A Ir Signature of Property Owner: �r_�� Date: 041-280-189 -20- 0 7 X BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District f /r &O, A //,vl G/ Building Department No. Tax Rate Area No. A.P. Number 4V—Q /Y 1" %� Jurisdiction: City County Property Owner Property Locations Subdivision - / / 7c/ 1 t o -000 Residential Development 0 0 No of Living Mobile Home Units " Installation I. Commercial/Industrial 0 New Addition Department Lot N0. .................................................................................................... Sq. Footage �SS� Addition/ *Supplemental to (Group R) Conversion Permit # Cr. Demo - ( ) *(No foundation inspection) existing sq. ft. see attached :................................................................................................... Net total sq. ft. Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage Date (Including Exterior Roofed Areas) s � � � District Identification No. 02� f !w' School District certifies that (Payor) UA",,,.. -KJ -,k v -t `k Sb Wb (Street Addres6) (City) t (State) (Zip Code) (Phone Number) has complied with the requirements of Resolution No. _ k(5O1 C-, by payment of $ k 3, `)is representing ScJs square feet. B 2926 $ 1 FULL MITIGATION $ Date Paid by Check # : Remarks: 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 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. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (school district), Yellow (building department), Pink (applicant) feeform.xls (12/06)dmm 15 BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM gr'FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) ❑ CHICO AREA RECREATION AND PARI{ DISTRICT (CARD) 0 PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD)- Assessor Parcel Number (s) (1�1 I- Building Permit Number 236 r]- l r%CI Property Owner (s)_� Project Location /Address Subdivision Name Assessable Sq. Ftge Type of Residential Development (check one) . New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling. Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date Comments: verified by Building Department c15'5�RRPD ❑ CARD ❑ PRPD D DRPD certifies that: SI �orn�� )- L� ✓..�1L. � 1 -e� r15�55-fir ��d � %6�S- �a-7�-1 Applicant Name Phone Number Oro Dom, Aloes Mailing Address City state Zip Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ per unit for a total of $ Square Feet @ $ per sq foot for a total of $ Remarks: Paid by Check No: Paily Cash: Recreation and Park District Representative Receipt No: D atc ?, Zl 617 FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# / Plan Approved for: Sewage Disposal: -� Water Supply: Public Private Well Clearance for ✓ 'dwelling. Other e7Z /345/-3 /C-Cfj Hold final for: Final cleara�ce O.K. for: NOTE: � Environmental Health Sp ci ist Date --�' Building Clearance 9/2005 - . -t. .. '# s3 '2-:k 4=r t.." _1 L � ' BUT'T'S: COUNTY MAY 3 0 2007 IDEVEI.OEii�� NT SERVICES SE.ONLYy Plot Plan Attached E.H. l Floor Plan Attached ' Sent to BD/D TO: Building Division – Development Services �. FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# / Plan Approved for: Sewage Disposal: -� Water Supply: Public Private Well Clearance for ✓ 'dwelling. Other e7Z /345/-3 /C-Cfj Hold final for: Final cleara�ce O.K. for: NOTE: � Environmental Health Sp ci ist Date --�' Building Clearance 9/2005 - . -t. .. '# s3 '2-:k 4=r t.." _1 L � ' BUT'T'S: COUNTY MAY 3 0 2007 IDEVEI.OEii�� NT SERVICES When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 2 4Zt tit 7 - t� �t � Y tit aft Recorded i R=C FEE 19.0,0 Official Record, I County of i C;RT iF!E-It CORY 6.00 Butte i CQNDA S J. GRUBBS I County Clerk-RecorderI I I CP @3:46DM EI -Pug -2007 I Page i of 5 Space above for Recorder's Use Owner Name: Thomas G. Kleinsasser & Loretta A. Kleinsasser Building Permit No: 107-1179 — Storage DEED RESTRICTION.AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 14th day of August, 2007, Thomas G. Kleinsasser � & Loretta A. Kleinsasser, hereinafter referred to as owner(s), are the record owners of the following real property: 97 High Meadows Rd, Orville, Ca. APN# 041-260-189, and as further set forth in Exhibit "A° attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property'; and Il. WHEREAS, the Building Division of the Butte County Department of Development. Services is acting on behalf of the People of Butte County; and Ill. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 07-1179 was applied for on 05/30/2007 by the owner in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 07-1179 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new Dplication for a different use has been approved; and c� y Vii. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 07-1179 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 07-1179 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: the Storage loom is not to be used for lieinaa and sleepinaa. Additiona/lt✓, not to be heated or cooled If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any partof, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 07-1179. DATE: t .4�%��, 2- , , 20 Owner Signature: i L Print or Type Name of Abov Owner Signature: Print or Type Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA SS. COUNTY OF BUTTE On 9/.;2 0 7 before me, "He RB^01k,4 �LLe�/ , Notary Public, personally app aced -J-Xe; /xixs V- -�-�,personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that 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 persons) of 1t]D2e-e0tj11yupon behalf of which the person(s) acted, executed the instrument. sARRARA L. AUEN WITNESS my hand and o ficial eal. Signature STATE OF CALIFORNIA SS. COUNTY OF BUTTE On 9 ?1D 7 before me, Public, personal y ap eared f�,,,: j Commtaston #� 1456490 �Y • CaSfartla San Matem Courtly %ow_�r.ae.��m (Seal) Ale'4 /, IY'�e- i✓ , Notary , personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that 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. WITNESS my hand and official seal. Signature (Seal) BARBARA L. AMEN CammhWon # 1458490 Nokey PUM - CaBtotnla Sart Ncteo COM* P,ApCanm. Dec 2S, 200T This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. Dated: is t �W Scott ord, Manager Building Division STATE OF CALIFORNIA SS. COUNTY OF BUTTE ) On Auru_sT Po0 7 before me, t) r_�s ! , Notary Public, personally appeared Scor- u�ar-,oma personally known to me b"s of satisfactory svidePG4 to be the person (0 whose name(O is/aF,6 subscribed to the within instrument and acknowledged to me that he/stW/tho'y executed the same in his/het7tbdir authorized capacity(ieg), and that by his/tW/thefr signature(pyon the instrument the person(s�; or the entity upon behalf of which the person(sl acted, executed the instrument. WITNESS my hand and official seal. .�. Ll anture uiiw t�tcnnili.Aii Corrlm;sstarl # 1567051 Notary Public - Caiifomfa Butte County ,My Comm. Expires Apr 6,2w4 (Seal) ,•'1 °1 �a jq� q�'z epq yof ry� fly}elm i!'!� ^^eei���S+i �q���F�!���eedq�t�L3�ie�wssg�G e�,u� �soll!1i 1 �eT2 'JY4is� ` e«Ct �,J tnuo?F '. 0UH Date: D This #s to. certify that, If bearing the purple:seat of this office, this is a true copy of t64 document filed with the, . Butte CountyCierk-Recorder's Office. Candace J Grubbs Bute ` �tjnty Cle r-.. By' , (�---�..,-.._......_. Deputy I 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.buttecountV.net/dds PLAN CHANGE ❑ 0V1t'A COU ITY JUN 1 S c(oi)l DEVALQVNMNT. 40 SNIVWW . RECHECK )2� Owner's Name:_ /1�J /CCC//S�S,4336 Q BP#: O ( t Mb IM Received B Y• Date: d Time: Contact Person &. Phone Number: S /l/ ZQ' PURPOSE OF PLAN CHANGE OR RECHECK ❑ Response to Inspector's Correction Notice Inspector's Name: ❑ 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 1/2X 11 only) Minimum plan change fee to be collected at time of submission, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $115.98 paid. ❑ Additional Fee Amount: Receipt #: Revised 6/07 w PLAN REVIEW RESPONSE FORM Eder to expedite the review of your plans, please complete the Mowing information and return this form with your re -submittal. I form is nest complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valir Dose to every item requested in our plan correction, letter- "By others'' is not considered a valid response. Please indicate yo S w Dose to each item and the location where the 4&nTiatian can be found on the plandcalcs_ . TCACH THES VOR TO A COPY OF YOUR PIAN�REVIEW LE TER AND RETURN WIM REVISED AND ORIGINAL Pt ARS. IERS NAME ...r.-_ =SSORS PARCEL NUMBER PERMIT NUMBER 'ONSE FOR PIAN CHECK LETTER DATED: 7- //- 07 4 CHECK ITEM RESPONSE BY: 7-0/V/ 14ce exl� ��C LOCATION ON PLANSICALCS: s#6-0� y NO ZRW TWO ///,\ d CHECK ITEM 9 .+, RESPONSE BY: BY - - - - LOCATION DN PLANSICALCS: TWO ///,\ %P6 Nle S f/E" fOrTCTlJhV o 7;,"16-7—WO A`=i�/��iA�S" A/ - ®A1C G 4�G� Al V &' 7 ®A/' P �'/),C/"•%S/4"':t/Y IA%I//-W/tla/e- 11 .1 11 P.— gAolo- .+r I., ..r -r • — r. s r r "I i v r x e /-Ti r /AF r i –Ori 7 "-tic 199- it A/ or 4-4. I CHECK nlUd 9RESPONSE BY - - - - LOCATION ON PLANOF - I S: C- -c- -v ///,\ %P6 Nle S &' 7 ®A/' gAolo- l ,OC-- aE I CBMK nEM 9 RESPONSE BY - LOCATION ON PLANSICALCS: FO U 7-/M ffl,0- k 1 QHB= ITEM #RESPONSE BY: LOCATION ON PLAN=ALGS: PLAN REVIEW RESPONSE FORM -rdcr to expedite the review of your plans~ please complete the folLowiag information and return this form with your re-submitW_ I form is trot complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valic )onse to every. item requested in our plan correction tetter- "By others' is not considered a valid response_ Please indicate yow ,ouse to each item and the location where the i &nn3tion can be found on the plandcalcs_ LTI'ACH TILS FORM TO A COPY OF YOUiR PLAN REVIEW LETTEP,AND REMR N Whit REVISED AND ORIGINAL. PIAN&. 4ERS NAME DATA ESSORS PARCEL NUMBER PERMIT NUMBER ?oNSE FOR PLAN CHECK LETTER DATED: 7-//-0.7 N CHECK ITEM 9 RESPONSE BY: LOCATION ON PLANSJCAlCs RAP!�P } .AZLIv AAP �-- rS CL�K ifE� # /S RESPONSE BY: 0/9M 0 2 00 LOCATWN ON PLANS/CALCS: 4C JAI CHECK ITEM #RESPONSE BY: E5a- M OH PL+e MMALM - T/D4�7l t'cc-iV 71YF L E'T 7�� /Sr�/cL'O SCS �S TO M CHMK lT34 t€ RESPONSE $Y LOCATION ON PLANSMAJLMsr oo �=7 ,C7 . T-- oc� ✓ �1 C3�Cfi iiEi1R R1:SPONSE B1F LO Mom ON P.UdMCALGS: PLAN REVEEW RESPONSE FOR -rder to expedite the review of your plans, plcase complete the Mowing infDrmation and return this form with your re -submittal. I form is not complete, as Wall correction items, we will not be able to accept your reg -submittal for review Tbcre must be a valit �onse to every. item requested in our -.plan correction leder. "By others'' is not considered a valid response- Please indicate yow ronse to each item and the location wham die information can be found on the pla dcalm. LTTACH THS FORM TO A COPY OF YOUR PLAID REVIEW !_E FTER AND RMRN WHH REVISED AND ORIGINAL PLANS. gERS NAME DATE: 719' rvnae rum rt pm t:rttt;& Lt I I tK t]Al 77 N CHEC/KITEM 9 RESPONS�EI Sr. LCCAnom ON PLANSICALCS: GGw�C7—, p Gro A45 - �t ST�4Na D :&)A /Z.ING>£RIirzp o @� vAY� - p s . �£� GQ[L , 6S N C E3:K r•M # RESPONSE M. LDCATIDH ON PLANS) CALL-- 6V� V7M A1456 A(d -01V 004,4AI N CHMK (TEM # RESPONSE or. /W AC//lSele-� - LOCA'nDH ON PtM=ALOS: �t ST�4Na D :&)A /Z.ING>£RIirzp o @� vAY� - p s . �£� GQ[L , 6S A C#MBC.'K ITEM B RESPONSE B1h LOCATION ON KANMALCS: it Us= IiEW Br.LOCATION ON PLANSICALM PLAN REVIEW RESPONSE FOR .cr to expedite the review of your plans, please complete the following information and return this form with your re-submittaj_ I >nn is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a ver Ise to every item requested in our plan correction letter. "By others'' is not considered a valid response_ Please indicate yow ue to each item and the location where the information can be found oq the plaWcalcs_ TACH THrs VORM TO A COPY OF FOUR PLAN RWIEWiETYER AND RMPJ4 Whit REVISED AND ORIGIRAL PLANS. :RS NAME DATE O 04 Kir :SORS PARCEL NUMBER PERMIT NUMBER L FO /0-491, )NSE FOR PLAN CHECKLETrER DATED. HECK (TEM # " RESPONSE BY_ C64 C— LOCATION ON PLANS/CALCS: � C IEK ITEM # RESPONSE BY: LOCATION ON PLANUCALCS: ENW. ` ffEM # RESPONSE SY LOCATION ON PLANMALCS: iTEFd1 gRESPONSE M. LOCATION ON PLANSICALGS: 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 July 11, 2007 Thomas Kleinsasser 1900-12 Oro Dam Blvd. #280 Oroville, CA 95966 Assessor Parcel Number: 041-280-189 Building Permit Number: B07-1179 (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. COMMENTS: Specify tempered window at the rear stair landing. (See 2001 C.B.C, Chapter 24, section 2406.4 for Hazardous Locations, note number 10). Verify on the floor plans that the 2"-0"x 6"-0" casement windows at the bedrooms comply with minimum egress requirements for bedrooms 3 and 4. The minimum net clear openable width shall be A0,0'.1'. (2001 C.B.C, Chapter 3, section 310.4). e on the plans: For all PEX or CPVC installations, a completed "REQUEST TO USE PEX TER PIPE" or "Certificate of Compliance for installations of CPVC Plumbing Materials" form ��V must be submitted and approved by the Building Official. Contact California Department of Forestry for the possible requirements of fire sprinklers installed in the proposed structure being built on parcelg larger than 3 acres and not. within 1000 feet from a fire ( nt. Call Darren Read at C.D.F, 530-538-6837, ext. 167/ydra ote on the plans the Title 24 energy requirements for minimum insulation of walls, floors, and attic . Note the roof radiant barrier requirements indicated on page 7 of the energy calculations.. Provide light and ventilation calculations for the storage room. See 2001 C.B.C, Chapter 12, Section 1203.2. 7 A Deed restriction will be required for the down stair storage/basement area. A Deed Restriction and Limited Use Facility must be recorded to limit the use of the storage/basement area. The deed restriction will be prepared by Butte County and must be signed, notarized and recorded by the . property owner. Provide a letter of intended use for the storage area. Specify the occupancy for the storage area on the plans, based on 2001 California Building Code, Chapter 3, and call out the uired occupancy separation from the residential R-3 to the storage area. ecify roof framing members for the 3 bay window areas on the roof framing plan, sheet 9. 9. The roof framing plan shows (2) C-4 roof truss members. Please correct the plan to match the T roof truss calculations. The 4x6 post (shown on sheet 4) supporting the 13.0 kip C4 truss reaction appears to be overstressed. Sbase revise and/or provide calculations verifying the adequacy of this post. pecify roof boundary nailing for drag trusses A-11 & A-12 and call out boundary nail spacing on ro f detail S-3/9. Provide #5 vertical bars @ 24"'o.c. as specified on page 75 of the structural calculations for the retaining wall at the front of the house. Detail B on sheet 6 specifies # 4 bars. 13. Provide minimum temperature and shrinkage reinforcement in the pad footings per CBC Sections 1910.5.4 and 1907.12. 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 Philo Hunt, P.E. — ---- Plans Examiner —_. _ — ..__ ..._., _-- _.___PlarrCfieek Engineer ieepeterson@buttecounty.net phunt@buttecounty.net cc: Jim Pursell; Engineer _gym Aw 1°'/ 4 D I 11)77121-flal-�V-�g 7711A, �v 7///111 �/�►�o� �5��/4?�� '� N��� -�J" NO Z -z- // -z oil 'N'9 ld S� 77,1A O?,✓c� z- •� ,Bi►� ,w-Vd 0&0. zi -ooh l or AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 1111 III Ilt 1 IIII 1111111 I til II 111111 2007-0029828 Recorded I REC FEE 13.00 Official Records I County of I CONFORM COPY 1.@@ Butte I OMM J. GRUBBS i County Clerk-Recorderl DD 01:07PN 20 -Jun -2087 .I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations 3 including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: 'f I /ZC6c-& �f} N.` OZ// -,2 0-167' 5FcA17-4,0e-'h�3'7 C6%J/-6-S Date to — / 9— 4Q :Z PROPERTY OWNERS: % *4 15' & State of California County of BUTTEE On June 18. 2007 before me, Charity D. Berry, p Gc c personally appeared Thomas G. Kleinsa ser personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that 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. WITNESS my hand and official seal. CHARILY D. BERRY Signature Commission #F1657898 0 g Seal: 0 Notary Public - California co Butte County x/ My Comm. Exp. APR. 14, 2010 A.P. # 0 N I "Escrow No. 305741-MLB Title Order No. 00305741 EXHIBIT ONE PARCEL I: Lot 8, as shown on that certain -map entitled, "Potter Ravine Shores Subdivision", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on April 24, 1989, in Book 112 of Maps, at Page(s) 100 thru 104. A Certificate of Correction recorded April 7, 1993, under Butte County Recorders Serial No. 93-13693. PARCEL II: 14 Right of ways and public utility easements over Potter Ravine Drive, High Meadows Road and Shores Lane, as shown on that certain map entitled, "Potter Ravine Shores Subdivision", which map was recorded in the Office of the Recorder of the County of Butte, .State of California, on April 24, 1989; in Book 112 of Maps, at Page(s) 100 thru 104. A Certificate of Correction recorded April 7, 1993, under Butte County Recorder's Serial No. 93-13693. Excepting therefrom all that portion lying within the bounds of Parcel I, described herein. PARCEL III: , All that real property situated in Section 22 and -23, Township 20 North, Range 4 East, M.D.B.&M., being a 60 foot non-exclusive easement for road and public utilities lying 30 feet on each side of the following described centerline: BEGINNING at a point on the North line of said Section 23 from which the Northeast corner of said Section 23 bears North 88045'25" East, 2451.82 feet; thence from the point of beginning along the following described courses:, South 39103'16" West, 41.08 feet; thence South 44°33'15" West, 111.72 feet; South 13106'39" West, 174.05 feet; thence South 49052'31" West, 280.23 feet; thence South 79 ° 26' 38" West, 341.92 feet; thence .South 71005'53" West, 269.31 feet; North 88014'19West, 186.97 feet; thence North 73152'21" West, 195.34 feet; thence North 58007'33" West, 202.31 feet; thence South 36°59'53" West, 183.11 feet; thence South'22012'04" West, 238.39 feet, to a 1/2" rebar L.S. 3625; thence South 37030'57" West, 185.04 feet; thence South 53046'35" West, 198.28 feet, South 77056'55" West, 337.90 feet; thence South 39046'21" West„395.04 feet; thence North 58023'43" West, 120.07 feet; thence North 38000'29" West, 375.51 feet; thence North 56049'07" West, 202.19 feet; thence South 88012'21" West, 205.55 feet, to a 1/2" rebar L.S. 3625; thence South 81008108" West, 224.41 feet; thence South 51026'55" West, 372.85 feet; thence South 56049'14" West, 151.79 feet; thence South 73058'39" West, 269.84 feet; thence North 89040'06" West, 301.79 feet; thence South 64114'34" West, 145.88 feet;. thence South 42°24'44" West, 502.14 feet; thence South 24000'29" West, 578.12 feet; thence South 07016'24" West, 493.24 feet, to a 1/2" rebar L.S..3625; thence North 75035'04" West, 105.94 feet; thence North 41047'02" West, 204.18 feet; thence North 88050'31" West, 165.95 feet; thence North 61150'04" West, 126.83 feet; thence North 18029'47" West, 148.57 feet; thence North 03028'09 West, 198.60 feet; thence North 310 10'52" West, 159.38 feet; thence North 20043'24" West, 415.88 feet; thence North 02026'30" West, 273.39 feet; thence North 31039'32" West, 221.92 feet; thence North 17025'34" West, 257.74 feet; thence North 52000'58" West, 335.69 feet, to a 1/2" rebar L.S. 3626; thence South 04653'54" West, 228.32 feet; thence South 05019'06" East, 296.70 feet; thence South 01040'06" East, 553.00 feet; thence South 14047'11 6",West, 948.60 feet; thence South 23042'08" West, 180.86.feet; thence South 15008'31" West, 247.00 feet; thence South 34002'51" West, 617.37 feet to a 1/2" rebar, L.S. 3625, in the centerline of Oregon Gulch Road, and the end of the easement; from which the Southeast corner of said Section 22 bears South 70036'49" East, 4674.50 feet. The basis of bearing is the California Coordinate System Zone II, as established between D.W.R. Station Zebra and Station Sawmill L.O. Tower. All distances are grid and must be multiplied by 1.0000902 to obtain ground. EXCEPTING THEREFROM: All that portion lying within the bounds of Parcel �1, described herein. PARCEL IV: All that real property situated in Section 22, Township 20 North, Range 4 East, M.D.B.&M., and being a non-exclusive - 1 easement for road and public utility purposes, 60 feet in width lying 30 feet on each side of the following described centerline: BEGINNING at a point on the East line of said Section 22 from which the Northeast corner of said Section 22 bears North 00° 16'52" West, 1118.38 feet; thence North 48042'23" West, -214.28 feet; thence North 58023'57" West, 90.51 feet; thence North 33036'11 " West, 193.69 feet; .thence along a tangent curve concave Southerly having a radius of 100.00 feet, a central angle of 92°50'30" the arc length of which is 162.04 feet; thence South 53033'19" West, 807.79 feet; thence along a tangent curve concave Northerly having a radius of 400.00 feet, a central angle of 49040'40" the arc length of which is 346.82 feet; thence North '76°46'01" West, 31.92 feet; thence along a tangent curve concave Southerly having a radius of 100.00 feet, a central angle of 22°54'04" the arc length of which is 39.97 feet; thence South 80019'55" West, 256.62 feet; thence South 63040'51 " West, 274.03 feet; thence South 33129'18" West, 389.34 feet; thence South 23059'02" West, 237.48 feet; thence South 10035'34" West, 181.52 feet; thence South 04027128" West, 354.78 feet; thence South 08001'48" West, 136.15 feet; thence South 00148'15" West 109.10 feet; thence along a tangent curve concave Northwesterly having a radius of 55.0 feet, a central angle of, 134049'40' the arc length of which is 129.43 feet; thence North 44022'05" West, 191.17 feet; thence along a tangent curve concave Southwesterly having a radius of 150.00 feet; a central angle of 49022'53" the arc length of which is 1 Z9'28� feet; thence South 86° 15'02" West, 18.01 feet; thence along a tangent curve concave Northeasterly having a radius of 200.00 feet, a central angle of 95012'51" the arc length of which is 332.36 feet; thence North 01027'53" East, 182.63 feet; thence along a tangent curve concave Westerly having a radius of 100.00 feet, a central angle of 39024'55" the arc length of which if 68.79..feet; thence North 37057'02" West, 111.27 feet; thence North 110 16'20" West, 133.65 feet; thence North 3101 V35" West, 121.79 feet; thence North 17030'41" West, 206.11 feet; thence North 09044'29" East, 142.55 feet; thence North 12056'55" West, 133.08 feet; thence North 3701 V46"West, 174.30 feet; thence North 51 °30'39" west, 199.25 feet; thence along a tangent curve concave Southeasterly having a radius�of 75.00 feet, a central angle of 15000'09" the arc length of which is 150.54 feet; thence South 13029'12" West, 93.89 feet; thence South 05056'36" East, 493.52 feet; thence South 07030'37" West, 144.72 feet; thence South 11020'30" East, 199.01 feet; thence South 16024'25" West, 507.13 ' feet; thence South 13059'25" West, 502.86 -feet; thence South 29047'40" West, 121.19 feet; thence South .13°39'43" West, 286.57 feet; thence South 42024'23" West, 119.49 feet; thence South 33°52'00" West, 250.37 feet; thence South 24047'38" West, 222.90 feet; thence South 60116'26" West, 39.70 feet to the centerline of the Oregon Gulch Road, from which the Northeast corner of said Section 22 bears North 49047'42 East, 5733.75 feet. 9 RECORDING` REQUESTED BY: Fidelity National Title Company of California Escrow No. 305741-MLB Title Order No. 00305741 When Recorded Mail Document and Tax Statement To: Thtmas Kleinsasser 5178 Mowry Avenue #2126 Fremont, CA 94538 GRANT DEED 1111 III 11111.1111 mile mile ■e III •s Igo 210Im4-10 GD17Jrail 91D9 Recorded Official Records CoBunDty_TFE Df CAIVM J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00PM 06 -Feb -2804 I REC FEE 13.00 1 TAX 105.05 1 I I Alyce I Page 1 of 3 ABOVE THIS LINE FOR RECORDER'S USE The undersigned grantor(s) declare(s) Documentary transfer tax is $105.05 [ X I computed on full value of property conveyed, or [ I computed -on full value less value=of liens or encumbrances remaining at -time of sale, [ I Unincorporated Area City of /Unincorporated FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Jeff R. Heinen, A Single Man and Carey Motsenbocker, A Single Woman hereby GRANT(S) to Thomas G. Kleinsasser and Loretta A. Kleinsasser 2001 Living Trust dated March 19, 2001 the following described real property in the City of /Unincorporated County of BUTTE, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: February 3, 2004 STATE OF CALIFORNIA COUNTY OF C J a= - ON QW7-00 before me, W Me c personally appeared COCRAa 3 personally known•to me ( d to me on the basis of satisfactory evidence) to be the persoos) whose nam /are subscribed to the within instrument and acknowledged to me that -lie/s"/they executed, the same in 4i.&/her/their authorized capacLVjije&l, and that by +i sfher/their signatures on the instrument the pers ills or the entity upon behalf of which the person(s) acted, executed the instrument. Witness hand a d o 'c- I seal. Signature JON W. NEARS Can h don * 1456949 Nollmy Pidit - CaBt nft soft-Cnu county. N1yCanm. E vpkesDOC26.21MI71. COUNTY MAIL TAX STATEMENTS AS DIRECTED ABOVE MAY 3 ZuUt DEVEtOPIVIEtv 1 FD -213 (Rev 7196) GRANT DEED . ,; SERVICES Escrow No. 305741-MLB Title Order No. 00305741 EXHIBIT ONE PARCEL I: Lot 1�, as shown on that certain map entitled, "Potter Ravine Shores Subdivision", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on April 24, 1989, in Book 112 of Maps, at Page(s) 100 thru 104. A Certificate of Correction recorded April 7, 1993, under Butte County Recorder's Serial No. 93-13693. PARCEL II: Right of ways and public utility easements over Potter Ravine Drive, High Meadows Road and Shores Lane, as shown on that certain map entitled, "Potter Ravine Shores Subdivision", which map was recorded in the Office of the Recorder of the County of Butte, State of California, on April 24, 1989, in Book 112 of Maps, at Page(s) 100 thru 104. A Certificate ofi Correction. recorded April 7, 1993, under Butte County Recorder's Serial No. 93-13693. Excepting therefrom all that portion lying within the bounds of Parcel 1, described herein. PARCEL III: All that real property situated in Section 22 and 23, Township 20 North, Range 4 East, M.D.B.&M., being a 60 foot non-exclusive easement for road and public utilities lying 30 feet on each side of the fofiowing described centerline: BEGINNING at a point on the North line of said Section 23 from which the Northeast corner of said Section 23 bears North 88045'25" East, 2451.82 feet; thence from the point of beginning along the following described courses: South 39003'16" West, 41.08 feet; thence South 44033'15" West, 111.72 feet; South 13°06'39" West, 174.05 feet; thence South 49°52'31 West, 280.23 feet; thence South 79126'38" West, 341.92.feet; thence South 71105'53" West, 269.31 feet; North 88114'19" West, 186.97 feet; thence North 73052'21" West, 195.34 feet; thence North 58007'33" West, 202.31 feet; thence South 36159'53" West, 183.11 feet; thence South 22°12'04" West, 238.39 feet, to a 1/2" rebar L.S. 3625; thence South 37030'57" West, 185.04 feet; thence South 53046'35" West, 198.28 feet, South 77056'55" West, 337.90 feet; thence South 39146'21" West, 395.04 feet; thence North 58023'43" West, 120.07 feet; thence North 38000'29" West, 375.51 feet; thence North 56149'07" West, 202.19 feet; thence South 88012'21" West, 205.55 feet, to a 1/2" rebar L.S. 3625; thence South 81008'08" West, 224.41 feet; thence South 51026'55" West, 372.85 feet; thence South 56049'14" West, 151.79 feet; thence South 73058'39" West, 269.84 feet; thence North 89040'06" West, 301.79 feet; thence South 64014'34" West, 145:88 feet; thence South 42024'44" West, 502.14 feet; thence South 24000'29" West, 578.12 feet; thence South 07116'24" West, 493.24 feet, to a 1/2" rebar L.S. 3625; thence North 75035'04" West, 105.94 feet; thence North 41047'02" West, 204.18 feet; thence North 88050'31" West, 165.95 feet; thence North 61050'04" West, 126.83 feet; thence North 181129'47" West, 148.57 feet; thence North 03028'09" West, 198.60 feet; thence North 310 10'52" West, 159.38 feet; thence North 20043'24" West, 415.88 feet; thence North 02026'30" West, 273.39 feet; thence North 31039'32" West, 221.92 feet; thence North 17025'34" West, 257.74 feet; thence North 52000'58" West, 335.69 feet, to a 1/2" rebar L.S. 3626; thence South 04053'54" West, 228.32 feet; thence South 05019'06" East, 296.70 feet; thence South 01040'06" East, 553.00 feet; thence South 14047'16" West, 948.60 feet; thence South 23042'08" West, 180.86 feet; thence South 15008'31" West, 247.00 feet; thence South 34°02'51 " West, 617.37 feet to a 1/2" rebar, L.S. 3625, in the centerline of Oregon Gulch Road, and the end of the easement; from which the Southeast corner of said Section 22 bears South 70036'49" East, 4674.50 feet. The basis of bearing is the California Coordinate System Zone 11, as established between D.W.R. Station Zebra and Station Sawmill L.O. Tower. All distances are grid and must be multiplied by 1.0000902 to obtain ground. EXCEPTING THEREFROM: All that portion lying within the bounds of Parcel 1, described herein. PARCEL IV: All that real property situated in Section 22, Township 20 North, Range 4 East, M.D.B.&M., and being a non-exclusive r. easement for road and public utility purposes, 60 feet in width lying .30 feet on each side of the following described centerline: BEGINNING at a point on the East line of said Section 22 from which the Northeast corner of said Section 22 bears North 000 16'52" West, 1118.38 feet; thence North 48142'23" West, 214.28 feet; thence North 58023'57". West, 90.k1 feet; thence North 33036'11" West, 193.69 feet; thence along a tangent curve concave Southerly, hving a radius of 100.00 feet, a central angle of 92050'30" the arc length of which is 162.04 feet; thence South 53°33'19" West, 807.79 feet; thence along a tangent curve concave Northerly having a radius of 400.00 feet, a central angle of 49040'40" the arc length of which is 346.82 feet; thence North 76046'01" West, 31.92 feet; thence along a tangent curve concave Southerly having a radius of 100.00 feet, a central angle of 22°54'04" the arc length of which is 39.97 feet;.thence South 80019'55" West, 256.62 feet; thence South 63140'51" West, .274.03 feet; thence South 33029'18" West, 389.34 feet; thence South 23059'02" West, 237.48 feet; thence South 10135'34" West, 181.52 feet; thence South 04027'28" West, 354.78 feet; thence South 08001'48" West, 136.15 feet; thence_ South 00°48'15" West 109.10 feet; thence along a tangent curve concave Northwesterly having a radius iof 55.0 feet, a central angle of 134°49'40' the arc length of which is 129.43 feet; thence North 44022'05" West, 191.17 feet; thence along a tangent curve concave Southwesterly having a radius of 150.00 feet; a central angle of 49022'53" the -art length -of' which"is 129.28 feet; thence Souih 861 15'02" West, 18.01 feet; thence along "a *tangent curve concave Northeasterly having a radius of 200.00 feet, a central angle of 95° 12'51" the arc length of which is 332.36 feet; thence North 01027'53" East, 182.63 feet; thence along a tangent curve concave Westerly having a radius of 100.00 feet, a central angle .of 39024'55" the arc length of which if 68.79 feet; thence North 37057'02" West, 111.27 .feet; thence North 110 16'20" West, 133.65 feet; thence North 31011'35" West, 121.79 feet; thence North 17030'41" West, 206.11 feet; thence North 09044'29" East, 142.55 feet; thence North '12°56'55" West, 133.08 feet; thence North 37° 11'46" West, 174.30 feet; thence North 510 30'39" west, 199.25 feet; thence along a tangent curve concave Southeasterly having a radius of 75.00 feet, a central angle of 15000'09" the arc length of which is. 150.54 feet; thence South 13029'12" West, 93.89 feet; thence South 05056'36" East; 493.52 feet; thence South 07030'37" West, 144.72 feet; thence South 11 *20'30" East, 199.01 feet; thence South 16024'25" West, 507.13 feet; thence South 13059'25" West, 502.86 feet; thence South 29047'40" West, 121.19 feet; thence South 13039'43" West, 286.57 feet; thence South 42024'23" West, 119.49.feet; thence South 33152'00" West, 250.37 feet; thence South 24°47'38" West, 222.90 feet; thence South 60016'26" West, 39.70 feet to the centerline of the Oregon Gulch Road, from which the Northeast corner of said Section 22 bears North 49047'42" East, 5733.75 feet. r BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 97 HIGH MEADOWS RD Owner: Permit No: B07-1829 APN: 041-280-189 KLEINSASSER, THOMAS G & L Issued Date: 09/05/2007 By TMP Permit type: MISCELLANEOUS 1900 ORO DAM BLVD E STE 121 Subtype: Fire Suppression OROVILLE, CA 95966 Expiration Date: 09/04/2008 Description: FIRE SPRINKLERS FOR NSF (B07-: (510) 708-3274 Occupancy: Zoning: Contractor Applicant: Square Footage: KLEINSASSER, THOMAS Building Garage Remdl/Addn 1900-12 ORO DAM BLV E 280 OROVILLE, CA 95966 Other Porch/Patio Total (510) 708-3274 FEE INFORMATION DBOMSCF Fire Protection Engine $579.90 Total Charged: $579.90 Fees Paid: $579.90 Balance Due: $0.00 Receipt No: B4400 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractors License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X 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]; 09/05/2007 Please check one of the following: Contractors Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE the work himself or herself or through his or her own employees, provided that such improvements ❑I AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance The Contractors License Law dows not apply to an owner of the property who builds or improves carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the ' Contractors License Law.). Carrier: Policy Number: - Exp. Date: (This section nee not a completed if the permit is or on a hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 09/05/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date provisions. X 09/05/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal 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, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that 1 am the property owner or am authorized to act on the property owners behalf. 09/05/2007 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ❑ Contractor OR;Agent for Owner Agent for Contractor ASSESSOR COPY Lender's Address City State zip SIMPLEX GRINNELL 4650 BELOIT DRIVE SACRAMENTO,CA 95838-2426 -v —HYDRAULIC CALCULATIONS FOR TOM KLIENSASSER RESIDENCE,'; POTTER RAVINE DRIVE, OROVILLE FILE NUMBER:KLIENSASSER2 DATE: AUG 21, 2007 -DESIGN DATA OCCUPANCY CLASSIFICATION: RESIDENTIAL 13D DENSITY: .0,5 gpm/sq. ft. AREA OF APPLICATION: ,�2 SPRINKLERS COVERAGE PER SPRINKLER: 16feet X 16feet. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers , TOTAL SPRINKLER WATER FLOW_REQUIRED: 26.4 gpm TOTAL WATER REQUIRED (including hose): 26.4 gpm FLOW AND PRESSURE (@ BOR): 26.4 gpm @ 38.7 psi SPRINKLER K FACTOR: 4.9 NAME OF CONTRACTOR: SIMPLEXGRINNELL DESIGN/LAYOUT BY: LDD AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER:'C-16 802591' CALCULATIONS BY HASS COMPUTER PROGRAM ('LICENSE # 5003013222) HRS SYSTEMS, INC. TUCKER, GA 30084 5 QZ_. /67 BUTTE COUNTY BUTTE BUILDING DIVISION COUNTY AUG 2 0 2007 APPROVED /DEVELOPMENT ;7 SERVICES � r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/21/2007 C:\HASS78\KLIENSASSER2.SDF JOB TITLE: KLEINSASSER -2nd Floor WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 10 (N/A) 0.0 (N/A) 0.0 26.4 3.8.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0,.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS p ;F6.4 L. GPM NODE ANALYSIS. DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI.) (GPM) 1 21.0 K= 4.90 7.0 13.0 2 21.0 K= 4.90 7.5 13.4 3 21.5 - - - - 7.4 - - - 4 21.5 - - - - 13.6 - - - 5 21.5 - - - - 15.9 - - - 6 9.9 - - - - 22.3 - - - 7 -0.5 - - - - 28.5 - - - 8 -0.5 - - - - 29.1 - - - 9 -0.5 - - - - 32.4 - - - 10 -10.5 SOURCE 38.7 26.4 r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Y •.Page.3 DATE: 8/21/2007 C:\HASS78\KLIENSAS8ER2.SDF JOB TITLE: KLEINSASSER -2nd Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC.-VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FTS (PSI) Pipe: 1 -13.0 1.109 PL 14.42 PF 0.6 1 21.0 4.9 7.0 13.0 .4.3 150 FTG RE PE -0.2 3 21.5 0.0 7.4 0.0 0.030 TL 20.42 PV Pipe: 2 -13.4 1.109 PL 0.50 PF 0.2 2 21.0 4.9 7.5 13.4 4.4 150 FTG T PE -0.2 3 21.5 0.0 7.4 0.0' 0.031 TL 5.50 PV Pipe: 3 -26.4 ..1.109 PL 41.50 PF 6.2 3 21.5 0.0 7.4 0.0 8.8.,: 150 FTG 5RET PE 0.0 ° 4 21.5 0.0 13.6 0.0 0.110 TL 56.50 PV _ Pipe: 4 - e-`'-26.4 1.109 PL 5.50 PF 2.2 4 21.5 0.0 13..6 ::0.0 8.8. .150 FTG 3E PE 0.0 5 21.5 0.0 15.9 0.0 0.110 TL 20.50 PV Pipe: 5 -26.4 1..109 PL 11.58 PF 1.4 5 21.5 0.0 15.9 0.0 8.8 150 FTG R PE 5.0 6 9.9 0.0 22.3 0.0 0.110 TL 12.58 PV Pipe: 6 -26.4 1.109 PL 10.42 PF 1.7 6 9.•9 0.0 22.3 0.0 8.8 150 FTG E PE 4.5 7' -0.5 0.0 28.5 0.0 0.110 TL 15.42 PV Pipe: 7 -,26.4 1.109 PL 0.50 PF 0.6 7 -0.5 0.0 28.5 0.0 8.8 150 FTG T PE 0.0 8 -0.5 0.0 29.1 0.0 .0.110.TL. 5.50 PV Pipe: 8 -26.4 1.109 PL 13.00 PF 3.3 8 -0.5 0.0 29.1 0.0 8.8 150 FTG E2T2R PE 0.0 9 -0.5 -0. 0 32.4 0.0 0.110' TL 30.00 PV Pipe: 9 -26.4 1.109 PL 10.50 PF 2.0 9 -0.5 0.0 32.4 0.0 8.8 150 FTG C2RE PE 4.3 10 -10.5 SRCE '38.7 (N/A) 0.110 TL 18.50 PV 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/21/2007 C:\HASS78\KLIENSASSER2.SDF JOB TITLE: KLEINSASSER -2nd Floor NOTES: (1) Calculations were performed by the HASS 7.8 computer program c under license no. 5003013222 granted by HRS Systems, Inc. Q 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.088 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 9. ° (4) PIPE FITTINGS TABLE �1 n Pipe Table Name: AAFP.PIP ^` PAGE: H MATERIAL: CPVC-O HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C G A D Ell Tee 45 -Ell TeeRun Couplg 1.109 5.00 5.00 1.00 1.00 1.00 0.00 0.00 0.00 60.0 G50.0 A U G E40.02 P R E30.b s s U R E20.0 ( P S10.0 i 0.01 c r•, WATER SUPPLY,ANALYSIS 200 '300 400 500 600 700 800 900 FLOW'(GPM) C4 0 0> bd �3 til . H �3 00 r � LT1 N r O lTJ 0 H J z z ro H N z a. r tij o to n m 1-3 t=i x k b H 0z �r (!� H U) U <1 co x - r H C=7 z� 1000 ro N ¢1 Cn (D d .. Ln SIMPLEX GRINNELL 4650 BELOIT DRIVE SACRAMENTO-CA 95838`-2426 HYDRAULIC CALCULATIONS FOR TOM KLIENSASSER RESIDENCE. POTTER RAVINE DRIVE, OROVILLE FILE NUMBER:KLIENSASSERI DATE: AUG 21, 2007 r _, -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL 13D DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 2 SPRINKLERS COVERAGE PER SPRINKLER: �.�` 18feet X 18feet NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED:+ 34.5 gpm TOTAL WATER REQUIRED .(including hose):. 34.4 gpm FLOW AND PRESSURE (@ BOR): 34.4 gpm @ 49.9 psi SPRINKLER K FACTOR: 4.9 NAME OF CONTRACTOR: SIMPLEXGRINNELL DESIGN/LAYOUT BY:LDD AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: C-16 802591 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 5003013222) HRS SYSTEMS,.INC. TUCKER, GA 30084 c� L SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/21/2007 _ C:\HASS.78\KLIENSASSERI.SDF JOB TITLE: KLEINSASSER -1st Floor- WATER SUPPLY DATA.. SOURCE STATIC RESID. FLOW AVAIL.'` TOTAL REQ'D . NODE PRESS. PRESS. @ PRESS. @DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) o(GPM) (PSI) .10 (N/A) 0:0 (,N/A) 0.0 34.4 49.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 34.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0..0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS GPM o, �,34'.4 NODE ANALYSIS DATA F^' NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 12 10.0 K=•4.90 12.0 17.0 13 .10.0 K=.4.90 12.7 17.5 14 10.5 - - - - 13.7 - - - 15 9.9 - - - - 20.9 - - - 16 9.9 - - - - 25.0 - - - 6 9.9 - - - - 28.6 - - - 7 -0.5 - - - - 35.9 - - - 8 -0.5 - - - - 36.9 - - - 9 -0.5 - - - - 42.2 - - - 10 -10.5 SOURCE 49.9 34.4 c� L c• v SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/21/2007 C-:\HASS78"\KLIENSASSERI.SDF JOB TITLE: KLEINSASSER -1st Floor' PIPE DATA PIPE TAG Q(GPM) DIA(IN). LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW (C) (FT) SUM. - �.. NODES (FT) (K) (PSI) (GPM)- FL/FTv (PSI) Pipe: 1 -17.0 1.109 PL 27•.00 PF 1.8 12 10.0 4.9 12.0 17.0 5.6 150 FTG R2E PE -0.2- -14 10.5 0.0 13.7 0.0 0.049 TL 38.00 PV Pipe: 2 -17.5 1.109 PL 13.00 PF 1.2 13 10.0 4.9 12.7 17.5 5.8 150 FTG TE PE -0.2 14 10.5 0.0"• 13.7 0.0 0.051 TL 23.00 PV Pipe: 3 -34.5 1.109 PL 22.58 PF 6.9 14 10.5 0.0 13.7 0.0° 11.4 150 FTG RT2E PE 0.3 " 15 9.9. 0.0 20.9 0.0 0.180 TL 38.58 PV Pipe: 4^"-34.5 1.109 PL 15.00 PF 4.1 15 9-.9 0.`0 20.9 0.0 11.4 150 FTG T3R . PE 0.0 16 9.9 0.0 25.0 0.0 m. 0..180 TL 23.00,. ,PV Pipe: 5 -34.5 1.109 PL 5.00 PF 3.6 16 9.9 0.0 25.0 0.0. 11.4 150 FTG EET PE 0.0 6 9.9 0.0 28.6 0.0 0.180 TL 20.00 PV Pipe: 6 . -34.5 1.109 PL 10.42 PF 2.8 6 9.9 0.0 28.6 0.0 11...4 150 FTG E PE 4.5 7 -0.5 0.0 35.9 0.0 0.180 TL 15.42 PV Pipe: 7 -34.5 1.109 PL 0.50 PF 1.0 7. -0.5 0.0 35.9 0.0 11.4 150 FTG T PE 0.0 8 -0.5 0.0 36.9 0.0 0".180 TL. 5.50 PV Pipe: 8 -34.5 1.109 PL 13.00" PF 5.4 8 -0.5 0.0 36.9 0.0 11.4 150 FTG E2T2R PE 0.0 9 -0.5 :. 0.0 42.2 0.0 0.180 TL 30.00 PV Pipe: 9 -34.4 1.109 PL 10.50 PF 3.3 9 -0.5 0.0 42.2 0.0 11.4 150 FTG C2RE PE 4.3 10 -10.5 SRCE 49.9 (N/A) 0.180 TL 1,8,.50 PV c• v SPRINKLER SYSTEM HYDRAULIC ANALYSIS ti Page 4 DATE: 8/21/2007 C:\HAS"S78\KLIENSASSERI.SDF JOB TITLE: KLEINSASSER -1st Floor NOTES: (1) Calculations were performed by the HASS 7.8-computer.program under license no. 5003013'222 granted by Systems, Inc. G, 4792 LaVista.Road Tucker, GA 30084 (2) The system has been calculated to provide.an average imbalance at7each node of 0.010 gpm and,a maximum imbalance a:t, a;ny,,,node .of 0. 090 _gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.4 ft/sec at pipe 6. ° (4) PIPE FITTINGS TABLE Pipe Table Name: AAFP.PIP PAGE: H MATERIAL: CPVC-0 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C G A D Ell Tee 45 -Ell TeeRun Couplg 1.109 5.00 5.00 1.00 1.00 1.00 0.00 0.00 0.00 U C, 0 _ /0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/21/2007 C,:\HASS78\KLIENSASSERI.SDF JOB TITLE: KLEINSASSER -1st Floor O 0 0 i O O O O O O O O O O O O O O r -I Ln Vq C� Q C7 W LL P4 W GZ c!1 fZ W._ SCJ UI •rl -� V I o w 0 a w D n D D SPRINKLER-SYSTEM-HYDRAULIC ANALYSIS Page 6 DATE: 8/21/2007 C:\HASS78\KLIENSASSERl.SDF JOB TITLE: KLEINSASSER -1st Floor WATER SUPPLY CURVE 60+ 55+ 50X 45+ P 40+ R E S S 35+ U R E 30+ P S I 25+ 20+ 15+ 10+ LEGEND " X = Required Water Supply " 49.90 psi @ 34.4 gpm 5+ • I Y tqJ7 J3Fire &Building 1. 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- rpents, 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 A 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 Proteetiori 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. SprinklerAl lodel Identification Number SIN TY2234 JANUARY, 2006 ,a. -rapid response HomE FIRE SPRINKLER SYSTEM 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. TABLE A , 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 -UL 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 esignCriteria The Series LFII (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- flector to ceiling distances up to 15-3/4 inches. So as to help avoid obstructions to water distribution, a maximum 12 inch deflector -to -ceiling 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 rise up to 8 inch rise for 12 inch run), the sprinklers are to be installed with a deflector to. ceiling * Minimum Flow (b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling . Area (a) Ft. (Max. 2 Inch Rise (Greater Than 2 Inch Rise (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 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) (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) 1.2.0 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) 1 16.7 psi (1,15 bar) 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. TABLE A , 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 -UL 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 esignCriteria The Series LFII (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- flector to ceiling distances up to 15-3/4 inches. So as to help avoid obstructions to water distribution, a maximum 12 inch deflector -to -ceiling 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 rise up to 8 inch rise for 12 inch run), the sprinklers are to be installed with a deflector to. ceiling TFP400 ` ' 1 Page 3 of 8 7/16" (11,1 mm) .ESCUTCHEON Components:1/2 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 * 3p q (57,2 mm) 4 1-5/8" (41,3 mm) WRENCH STYLE 20 RECESSED `Temperature 5 FLATS ESCUTCHEON rating is indicated on 6* - Deflector. CROSS-SECTION PENDENT RECESSED PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 7/16±1/8" (11,113,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE TY2234 1-1/8" (28,6 m 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 r Page 4 of 8 Beam Ceiling Design Criteria The Series LFII (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 inch 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 LFII (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 LFII (TY2234) Pendent Sprinklers or Series LFII (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 LFII (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 LFII (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 A a z E E �c �? as u� `TY2234 B X Z E E v m 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. U TFP400 Page 5 of 8 14" (356 mm) MAXIMUM A = 3'-4" to 6'-0' (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14"(356 mm) MAXIMUM DEPTH 20'-0" (6,1 m) MAXIMUM SECONDARY BEAM PRINV BEA CC FIGURE 6A PRIMARY BEAM SPANS•UP TO 20'4" (6,1 m) SECONDARY BEAM PRIM? BEA] *REFER TO FIGURE 6B ' CO FOR SPANS EXCEEDING 20'-0"(6,1 m) FIGURE 66 PRIMARY BEAM SPANS GREATER THAN 20'-0"(6,1 m) A= 3'-4" to 6'4" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH B = 20'-0" (6,1 m) MAXIMUM. FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0" (6,1 m) A= 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH C = 3'-4" (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25 OF PRIMARY BEAMS — or— C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 6 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) v 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 be exercised to avoid dam - TFP400 age to the sprinkler`s - 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 sprin- 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- bperation 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�g sole option.- TFBP neither assumes, nor authorizes any person to assume for it, any other obligation.in connection with the sale of product's 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. •,z�:3•rmtit-Ir la-i..motyifl;.trit.miltrrt"Ull(r:l.- 111111IV40111151UMP. -I Eel... loolitiramplem .• 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,vP/N (specify). 155°F/68°C or Chrome Plated ......... P/N 51-201-9-155 155°F/68°C White Polyester......... P/N 51-201-4-155 155°F/68°C ' White (RAL9010)............. P/N 51-201-3-155 155°F/68°C Natural Brass........... P/N 51-201-1-155 175°Fn9°C or Chrome Plated ......... P/N 51-201-9-175 175°Fns°C White Polyester......... P/N 51-201-4-175 175°Fns°C White (RAL9010).............. P/N 51-201-3-175 175°Fns°C Natural Brass........... P/N 51-201-1-175 'Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style 20 Recessed Escutc.h y� 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. U TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 v tLICOFire &Building Products rapid responseM HOME FIRE SPRINKLER SYSTEM Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII 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 1 of 4 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 LFII (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 t6 help protect the sprinkler while.thie 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- ing jurisdiction. 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- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler/Nlodel Identification Number SIN TY3596 JANUARY, 2006 Technical Data Approvals: UL and C -UL Listed Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psis/2 (70,6 LPM/bars/2) Temperature Rating: 160°F/710C 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 w/ Teflont Soldered Link Halves . . . . . Nickel Lever . . . . . . . . . . . . . Bronze Compression Screw . . .. . . Brass Deflector . . . . . . Copper or Brass Guide Pin Housing . . . . . .Bronze TFP442 Page 2 of 4 TFP442 -- . . Stainless Steel Minimum Flow ib> 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) 0 7.0 psi (0,48 bar) 14 x 14 14 13 GPM (53,0 LPM) x 4,3) (4,3) 7.0 psi (0,48 bar) 16 x 16 16 13 GPM (60,6 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) 20 x 20 20 20 GPM (75,7 LPM) (6,1 x 6,1) (6,1) (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. TABLE#IA NFPA 13D AND NFPA 13R WET P/PFYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER -- . . Stainless Steel Support Cup . . . 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) x 4,3) (4,3) 7.0 psi (0,48 bar) 16 x 16 16 13 GPM (60,6 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) 20 x 20 20 20 GPM (75,7 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 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 Criteria The Series LFII (TY3596) Residential Concealed Pendent Sprinklers are UL 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 maybe 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 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. The sprin- klers are to be installed relative to the ceiling mounting surf ace 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 fora 12 ft. x 12 ft. coverage area, or 20 feet fora 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 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 - TFP442 BODY SEALING (1/2" NPT) - ASSEMBLY pileog MEN - SUPPORT COMPRESSION SCREW CUP WITH ROLL FORMED THREADS in LEVER GUIDE I PIN" 11 SOLDER LINK ELEMENT GUIDE PIN i HOUSING ---------- DEFLECTOR (OPERATED DEFLECTOR `----r ^` POSITION) SPRINKLER/SUPPORT, CUP o ASSEMBLY THREAD INTOI I RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING ( DIMPLES SURFACE IS O O FLUSH WITH EJECTION CEILING SPRING 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"t1/8" (47,6 mm 1/8" GAP t3,2 mm) (3,2 mm) COVER- SPRINKLER- MOUNTING RETAINER SUPPORT CUP 3/18 SURFACE ASSEMBLY ASSEMBLY (4,8 mm) 3-3/16- DIA. I 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 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) 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 DEFLECTOR 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. After the 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 be en- gaged sufficiently to contact the 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 sprin- 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 orinad- 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- -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 foregoing warranty is made in lieu of any and all other warranties. ex- press or implied including warranties of 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 LFII (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 (RAL9010)'.......... 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 56-000-1-265, TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - c. .1 Fire & BuildingProducts Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 rapid responseN HOME FIRE SPRINKLER SYSTEM .Series LFiI KResidential Concealed Pendent Sprinkler, Domed Plate 4.9 K -factor General Description The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and h6tels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The domed profile of the cover plate provides aesthetically appealing sprinkler design with lower flow rates than can be achieved by lower profile cover plates. The separa- ble two-piece design of the Cover Plate and Support Cup Assemblies al- lows installation of the sprinklers and pressure testing of the fire protection .system prior to the installation of the ceiling or application of a finish coat- ing. Also, the separable "push -on and thread -off" two-piece design of the Sprinkler provides for 1/2 inch (12,7 mm ) of vertical adjustment. 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 . 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 6 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 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 escapdor be evacuated. The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and it must be replaced to protect the sprinkler while the ceiling is. being installed or fin- ished. The tip of the Protective Cap can also be used to mark the center of the ceiling hole into plaster board, ceil- ing tiles, etc. by gently pushing the ceiling product against the Protective Cap. When ceiling installation is com- plete, the Protective Cap must be re- moved and the Cover Plate Assembly installed. The Protective Cap must be removed to ensure proper perform- ance of the sprinklers. WARNINGS The Series LFII-(TY2234) 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- ing jurisdiction. 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- vices in proper operating condition.. The installing contractor or sprinkler manufacturer should be contacted with any questions. JANUARY, 2006 SprinklerAl lodel Identification Number SIN TY2234 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psili2 (70,6 LPM/barl/2) Temperature Rating: 155°F/68°C Sprinkler with 135°F/57°C Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome; or Custom TFP450 Page 2 of 6 TFP450 (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. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (.TY2234) RESIDENTIAL CONCEALED RfNDENT SPRINKLER Physical Characteristics: Frame . . . . . . . . . . . Brass Button . . . . . . . . . . . Bronze Sealing Assembly . . . . . . . . Beryllium Nickel w/ Teflon' Bulb . . . . . . . . . 3 mm dia. Glass Compression Screw . . . . . . Brass Deflector . . . . . . . . . . . Copper Button Ejection Spring . . . . . . Stainless Steel Support Cup . . . . . . . . . . Steel Cover Plate . . . . . . . . . . . Brass Retainer . . . . . . . . . . Brass Cover Plate Ejection Spring .. • • . . . . . . . . . . Stainless Steel 'DuPont 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. The glass bulb con- tains a fluid that expands when ex- posed to heat. When the rated temperature is reached, the fluid ex- pands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are UL 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 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. The sprin- klers are to be installed relative to the ceiling mounting surface 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). U Minimum Flow (b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area fa Ft. (Max. 2 Inch Rise (Greater Than 2 Inch Rise (Greater Than 4 Inch Rise Ft. x Ft. (m) for 12 inch Run) Up To Max. 4 Inch Rise Up To Max. 8 Inch Rise (m x m) for 12 inch Run) for 12 inch Run) 155°F/68°C 155°F/68°C 155°F/68°C Sprinkler Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2!,LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 15.0 psi (1,03 bar) 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) ° 15.0 psi (1,03 bar) 16 x 16 16 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (4,9 x 4,9) (4,9) -`7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 15.0 psi (1,03 bar) 18 x 18 18 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 19 GPM (71,9 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 15.0 psi (1,03 bar) 20 x 20 20 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) 24 GPM (90,8 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) 1 24.0 psi (1,65 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. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (.TY2234) RESIDENTIAL CONCEALED RfNDENT SPRINKLER Physical Characteristics: Frame . . . . . . . . . . . Brass Button . . . . . . . . . . . Bronze Sealing Assembly . . . . . . . . Beryllium Nickel w/ Teflon' Bulb . . . . . . . . . 3 mm dia. Glass Compression Screw . . . . . . Brass Deflector . . . . . . . . . . . Copper Button Ejection Spring . . . . . . Stainless Steel Support Cup . . . . . . . . . . Steel Cover Plate . . . . . . . . . . . Brass Retainer . . . . . . . . . . Brass Cover Plate Ejection Spring .. • • . . . . . . . . . . Stainless Steel 'DuPont 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. The glass bulb con- tains a fluid that expands when ex- posed to heat. When the rated temperature is reached, the fluid ex- pands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are UL 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 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. The sprin- klers are to be installed relative to the ceiling mounting surface 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). U TFP450 SEALING "`' - FRAME ASSEMBLY i (1/2' NPT) SUPPORT CUP THREADED SPRINKLER i ADJUSTMENT FITTING WRENCH BUTTON FLATS i COVER b/3/32" SUPPORT GAP DISPOSABLE RETAINER ' (2,4 mm) i i i i.. CUP WITH " SPRINKLERROLL Q �i FORMED STRAP(SEE i i i i i THREADS INSTALLATION SECTION)r BULB i DEFLECTOR I COMPRESSION 7 SPRINKLER/SUPPORT CUP SCREW ' ASSEMBLY THREAD INTO RETAINER SUPPORT CUP_r WITH THREAD UNTIL MOUNTING O TABS SURFACE IS FLUSH WITH EJECTION CEILING SPRING SOLDER COVER TABS (3) PLATE COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER (Shown with Disposable Sprinkler Strap) 2-1/2" DIA. (63,5 mm) 1/2" NPT - - Page 3 _of 6 WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 7 SPRINKLER WRENCH ' MOUNTING SURFACE . COVER- SPRINKLER- 15/16" 1/4" (6,4 mm) RETAINER SUPPORT CUP (23,8 mm) 3/4" (19,1 mm) ASSEMBLY ASSEMBLY 3-5/16" DIA. DISPOSABLE (84,1 mm) TIP PROTECTIVE CAP FIGURE 3 SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS/DISPOSABLE PROTECTIVE CAP OPERATED SPRINKLER ;I SPRINKLER - 1/2" (12,7 mm) FACE OF SUPPORT CUP THREADED SPRINKLER ASSEMBLY ADJUSTMENT FITTING COVER b/3/32" PLATE GAP 1-3/16"t1/4" RETAINER ' (2,4 mm) (30,2m t6,4 mm) ' MOUNTING SURFACE . COVER- SPRINKLER- 15/16" 1/4" (6,4 mm) RETAINER SUPPORT CUP (23,8 mm) 3/4" (19,1 mm) ASSEMBLY ASSEMBLY 3-5/16" DIA. DISPOSABLE (84,1 mm) TIP PROTECTIVE CAP FIGURE 3 SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS/DISPOSABLE PROTECTIVE CAP OPERATED SPRINKLER ;I Page 4 of 6 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. 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 NOTE Do not remove the Sprinkler Strap (Fig.. 1) until the sprinkler system is to be placed in service. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 7 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W -Type 7 Wrench will accept a 1/2 inch ratchet drive. 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 tf a `° Deflector and Arms during ceiling in- stallation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the .clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the Sprinkler Strap (Fig. 1) or the Protective Cap (Fig. 3) remains in place, the system is considered to be "Out Of Service". Step 5. After the 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/Re- tainer Assembly, remove and discard the Protective Cap and the Sprinkler Strap. NOTE Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the Sprinkler Strap. Step 6. Push the Cover Plate/Retainer Assembly into the Support Cup, and as necessary, make the final adjustment of the Cover Plate with respect to the ceiling by turning the Cover Plate/Re- tainer Assembly clockwise until its flange just comes in contact with the ceiling. If it becomes necessary to remove the Cover Plate, it can be removed by un- screwing in a counter -clockwise direc- tion. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Retainer As- sembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fit- ting must be repositioned. TFP450 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. Befor"e 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 sprin- 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. TFP450 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. _ Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability. Sprinkler Assembly: Series LFII (TY2234), K=4.9, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, P/N 51-873-1-155. Cover Plate Assembly: Cover Plate"Assembly having a (spec- ify) finish for the Series LFII (TY2234), K=4.9, Residential Concealed Pen- dent Sprinkler, P/N (specify). Chrome ................. P/N 56-873.9-135 Off White ................ P/N 56-873-0-135 Bright White .............. P/N 56-873-4-135 Flat White, ............... P/N 56-873-5-135 White (RAL 9010)'......... P/N 56-873-3-135 Custom .................. P/N 56-873-X-135 'Eastern Hemisphere'sales only. til Sprinkler Wrench. Specify: W -Type 7 Sprinkler Wrench, . P/N 56-850-4-001. 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 fitnes for a�r- ticular purpose, This limited warranty sets forth the eX- elusive remedy for claims based on failure of or defect in products, mated- 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 5 of 6 190 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 G /Fire &Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Sprinkler Design Guide Table of Spacing Under Sloped Contents Ceilings (Parts 1 thru 7) SECTIONS Spacing To Avoid General .............. 1 Design — Background ..... 1 Design — Hydraulics ...... 2 Design —.Sprinkler Location .3 Design — Beam Ceilings ... 16 Installation . . . . . . . . ... . 18 Care and Maintenance .... 18 Limited Warranty . . . . . . . 18 TABLES Series LFII Residential Sprinklers .. ... 1 Rise over Run Conversion To Degrees of Slope ...... 3 FIGURES Spacing Under Horizontal Ceilings (Parts 1 and 2) . . 4-5 Spacing Under Sloped TECHNICAL Ceilings (Parts 1 thru 7) 6-11 Spacing To Avoid NUMBER Obstructions .... ... 12 Positioning Of Sprinklers With Respect To TY2234 Obstructions Along Walls 13 Proximity To Heat Recessed Pendent, K=4.9 Sources (Parts land 2) . . 14-15 Beam Ceilings . . . . . . . " 16-18 Page 1 of 20 rapidresponse. HOME FIRE SPRINKLER SYSTEM SPRINKLER/MODEL TECHNICAL IDENTIFICATION TYPE DATA SHEET NUMBER NUMBER TY2234 Pendentand TFP400 Recessed Pendent, K=4.9 TY4234 Pendent, Recessed, TFP408 and Concealed Pendent, K=6.9 TY1334 Horizontal Sidewall_and TFP410 Recessed Horizontal, K=4.2 TY3334 , Horizontal Sidewall and TFP415 Recessed Horizontal, K=5.6 TY2284 Flush TFP420 Pendent, K=4.2 TY2384 Flush TFP425 Horizontal Sidewall, K=4.2 TY2596 Concealed Pendent TFP440 Flat Plate, K=4.2 TY3596 Concealed Pendent TFP442 Flat Plate, K=4.9 TY2234 Concealed Pendent TFP450 Domed Plate, K=4.9 TABLE A, SERIES LFII RESIDENTIAL SPRINKLERS General Tyco Fire Products' (TFP) Residential Sprinklers are fast response automatic sprinklers. They are to be used only in wet pipe residential sprinkler systems for one- and two-family dwellings and mobile 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. This document provides design guid- ance for the Series LFII Residential Sprinklers outlined in Table A. Residential fire sprinkler systems JANUARY, 2006 should only be designed and installed by those competent and completely familiar with automatic sprinkler sys- tem design, installation procedures, and techniques. Several criteria may apply to a given installation and usage of each sprinkler. Consequently, the sprinkler system designer is recom- mended to review and develop a work- ing understanding of the complete list of criteria prior to initiating the design of a residential fire sprinkler system. WARNINGS The Series LFI/ Residential Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- .• TFP490 e Page 2 of 20 tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. 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- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Design — Background The design criteria for Residential Sprinklers begins with the Third Edi- tion of Underwriters Laboratories Inc. UL 1626 dated July 10, 2001 — "Standard for Residential Sprinklers for Fire Protection Service". All TFP Residential Sprinklers are tested and listed under UL 1626 with specific pub- lished spacings, flows, and pressures for each residential sprinkler identified by its sprinkler/model identification number and as detailed in the Techni- cal Data Sheets referenced in Table A. One of the most notable revisions in- corporated into the Third Edition of UL 1626 is the new minimum flow rates that are effective for product manufac- tured after July 12, 2002, which is in- tended for installation in new systems. When establishing a flow rate for UL Listing, the manufacturer must use a minimum required discharge that cor- relates to a 0.05 gpm/ft2. Due to wall wetting requirements, the under- standing is that the density applied at the floor will be less than 0.05 gpm/ft2. Also, the understanding in some cases is that the UL Listed flow rate may be greater than the calculated 0.05 gpm/ft2 to be able to successfully pass the UL 1626 fire tests. Increased flow rates for sidewall type sprinklers is common. The design criteria for residential sprinklers contained in the current NFPA Standards must be followed'ex- cept as modified by the individual UL 1626 listing information provided in the Technical Data Sheets referenced in Table A and this design guide. NOTE The approval of all residential sprinkler designs and installations must be made by the Authority Having Jurisdic- tion (AHJ) for compliance with all gov- ernmental codes and standards. Design — Hydraulics NFPAI3D. The number of design sprinklers shall include all sprinklers within a compartment up to a maxi- mum of two sprinklers where specific UL Listed flows are provided. The minimum required sprinkler flow rate for systems designed to NFPA 13D are given in the Technical Data Sheets referenced in Table A, as a function of temperature rating and the maximum allowable coverage areas. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is nec- essary to use the minimum required flow for the next largest coverage area. Example No. 1: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 14 ft. x 16 ft. In this case the minimum flow require- ment for a 16 ft. x 16 ft. coverage area must be used. , Example No. 2: Assuming the use of a pendent sprinkler, the actual coverage area being protected.is-17 ft. x 17 ft. In this case the minifnum flow require- ment for a 18 ft.'z 18 ft. coverage area must be used. NFPAI3R. The number of design sprinklers shall include all sprinklers within a compartment up to a maxi- mum of four sprinklers where specific UL Listed flows are provided. The minimum required sprinkler flow rate forsystems designed to NFPA 13R are given in the Technical Data Sheets referenced in Table A, as a function of temperature rating and the maximum allowable coverage areas. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is nec- essary to use the minimum required flow for the next largest coverage area. Example No. 1: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 14 ft. x 16 ft. In this case the minimum flow require- ment for a 16 ft. x 16 ft. coverage area must be used. Example No. 2: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 17 ft. x 17 ft. In this case the minimum flow require- ment for a 18 ft. x 18 ft. coverage area must be used. NFPA 13. The number of design sprin- klers is to be the the four most hydrau- lically demanding sprinklers. The mini- mum required discharge from each of the four sprinklers is to be the greater of the following: TFP49O • The flow rates given in the Technical Data Sheets referenced in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is necessary to use the minimum required flow for the next largest 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. The greatest di- mension of the actual coverage area cannot be any greater than the maxi- mum coverage areas indicated in the Technical Data Sheets refer- enced in Table A. Example No.1: A corridor being pro- tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 2G ft. is being contemplated. Based on using the LFII (TY2234) Pendent Residential Pendent Sprinkler, the flow rate pro- vided in TFP400 for a 20 ft x 20 ft. coverage area is 20 GPM. However based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 16 GPM. In this case a minimum flow rate of 20 GPM for this design sprinkler must be utilized. Example No.2: A long narrow room being protected is 12 ft. wide; conse- quently, an actual coverage area of 12 ft. x 20 ft. is being contemplated. Based on using the LFII (TY2234) Pendent Residential Pendent Sprin- kler, the flow rate provided in TFP400 for a 20 ft x 20 ft. coverage area is 20 GPM. However based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 24 GPM. In this case a minimum flow rate of 24 GPM for this design sprinkler must be utilized. Compartment. A compartment is a space that is completely enclosed by walls and a ceiling. The compartment enclosure may have openings to an adjoining space, provided the open- ings have a minimum lintel depth of 8 inches from the ceiling. Sloped Ceilings. For systems de- signed to NFPA 13, 13D, or 13R and where specific UL Listed flows have not been provided for sloped ceilings, consult with the local Authority Having Jurisdiction with regard to the number of "design sprinklers" for sloped ceil- ings having a slope greater than a 2 inch rise for a 12 inch run. TFP490 12 60° 56° 53° 50° 46° 450 11 58° 540 510 48° 450 420 10 59° 550 51° 480 45° 42° 400 9 560 52° 48-145* 420 39° 37° U) 8 58° 530 490 450 420 390 360 340 35° = 7 30° 60°,54° 49° 45° 41° 38° z w6 56° 50° 45° 41° 370 340 31° 29° 27° m 6° 6° 590 510 45° 40° 36° 32° 29° 27° 240 230 5 4 63° 45° 39° 34° 30° 27° 240 22° 20° 18° 3 56° 45° 37° 31° 27° 23° 210 180 170 15° 14° 2 45° 340 27° 22° 18° 16° 140 130 11* 10° 90 1 1450127-1 18° 14° 11° 9° 8° 70 1 2 3 4 5 6 7 8 9 10 11 12 . �J ° RUN, INCHES TABLE B RISE OVER RUN CONVERSION TO DEGREES OF SLOPE sprinklers under horizontal ceilings with slopes greater than 0 degrees (i.e., non -level) is measured along the slope when determining distance off of walls and between sprinklers. Sprinkler Spacing Under Sloped Ceilings (10 to a 60 degrees of slope). Residential sprinklers are util- ized for various maximum spacings in accordance with minimum flows and pressures. Typical coverage areas for pendent sprinklers are 12 ft. x 12 ft. up to 20 ft. x 20 ft., and typical coverage areas for horizontal sidewall sprinklers are 12 ft. x 12 ft. up to 16 ft. x 20 ft. Refer to the Technical Data Sheets referenced in Table A for coverage areas, and refer to Figure 2 for Spac- ing Rules Under Sloped Ceilings. Understanding the intended area of coverage while using this guide is criti- cal. Always remember that the spacing of sprinklers under sloped ceilings is measured along the slope when deter- mining distance off of walls and be- tween sprinklers. Obstruction To Water Distribution. Location with respect to obstructions to water distribution are addressed by Figure 3. If a sprinkler water distribu- -tiiin is pattern obstructed, the obstruc- tion is to be considered the maximum distance of coverage for a given sprin- kler and additional sprinklers beyond the obstruction will be necessary 35° 32° 30° 6° 6° 5° 5° Design — Sprinkler Location When locating Residential Sprinklers, Sprinkler Spacing, Obstruction To Water Distribution, Heat Sensitivity, Preventing Cold Soldering, and Prox- imity To A Heat Source must all be considered. Table B provides a conversion of "Rise Over Run" that is a conventional method of defining slope in architec- tural drawings to "Degrees Of Slope" as used in this guideline. Sprinkler Spacing Under Horizontal Ceilings (Up to 9 degrees of slope). Residential sprinklers are utilized for various maximum spacings in accord- ance with minimum flows and pres- sures. Typical coverage areas for pen- dent sprinklers are 12 ft. x 12 ft. up to 20 ft. x 20 ft., and typical coverage areas for horizontal sidewall sprinklers are 12 ft. x 12 ft. up to 16 ft. x 20 ft. Refer to the Technical Data Sheets referenced in Table A for coverage areas, and refer to Figure 1 for Spac- ing Rules Under Horizontal Ceil- ings. Understanding the intended area of coverage while using this guide is critical. Always remember that the spacing of Page 3 of 20 Because of the varied nature of resi- dential type construction, there will be some compartment designs that can- not be fully sprinklered in accordance with the recommendations of NFPA 13, 13D, or 13R. In the event of this condition, consult with the Authority Having.Jurisdiction. Appendix material in NFPA 13D and 13R references the evaluation of cer- tain small areas. Small areas created by architectural features such as planter box windows, bay windows, and similar features can be evaluated as follows: (a) Where no additional floor space area is created by the architectural feature, no additional sprinkler protec- tion is required. (b) Where additional floorspace is cre- ated by an architectural feature, no additional sprinkler protection is re- quired, provided all of the following conditions are met: • The floor area does not exceed 18 sq. ft. • The floor area is not greater than 2 ft. in depth at the deepest point of the architectural feature to the plane of the primary wall where measured along the finished floor. . • The floor is not greater than 9 ft. in length where measured along the plane of the primary wall. Measurement from the the deepest point of the architectural feature to the sprinkler should not exceed the maxi- mum listed spacing of the sprinkler. The hydraulic design is not required to consider the area created by the archi- tectural feature. Figure 4 provides guidance for posi- tioning of pendent and horizontal side- wall sprinklers with respect to obstruc- tions along a wall, and in the case of pendent sprinklers the positioning of sprinklers on both sides of a continu- ous obstruction located at the ceiling. Consideration must be. given to the size of the obstruction, as well as the allowable deflector -to ceiling distance. Heat Sensitivity. Sensitivity to heat is critical for prompt operation of a resi- dential sprinkler for a fire condition. The Technical Data Sheets referenced in Table A provide the allowable sprin- kler deflector -to -ceiling distances. Residential sprinklers are to be in- stalled beneath smooth flat ceilings as defined by NFPA 13. NOTE Special consideration, such as in- creasing the number of design sprin- klers being hydraulically calculated, Page 4 of 20 TFP49 A UP TO ONE HALF THE C C C MAXIMUM SPRINKLER A A A A A A SPACING (SEE, TECHNICAL DATA B B B B SHEETS REFERENCED p IN TABLE A) FOR THE COVERAGE AREA BEING CE BACK HYDRAULICALLY D i WALL ' CALCULATED. ------ B - MINIMUM 4". BACK E WALL B C - UP TO THE MAXIMUM i _ SPRINKLER WIDTH A C j (SEE TECHNICAL DATA B SHEETS REFERENCED IN TABLE A)_ FOR THE PLAN 1J PLAN 1 K COVERAGE AREA BEING HYDRAULICALLY C C CALCULATED. D - MINIMUM 8'-0". A A A A E- UP TO THE MAXIMUM B B B B SPRINKLER LENGTH (SEE TECHNICAL DATA SHEETS REFERENCED BACK BACK IN TABLE A) FOR THE E WALL WALL COVERAGE AREA BEING HYDRAULICALLY i I q E r> CALCULATED. Lt BACK B CI . i SIDEWALL SPRINKLER. WALL q B PLAN 1 L PLAN 1M NOTE Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 degrees to 9 degrees, must be located per one of the following: • Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. • Locate the sprinklers along the slope and positioned to discharge across the slope. FIGURE 1 — PART 1 of 2 SPRINKLER SPACING UNDER HORIZONTAL CEILINGS — SIDEWALL SPRINKLER — must be given to installations where continuous obstructions to heat flow are present (e.g., beams, lintels,etc.). Under a sloped ceiling, the residential sprinkler(s) located at the highest ele- vation must not be located more than 3 feet measured vertically down from the peak. Preventing Cold Solder. A minimum distance between residential sprin- klers to prevent cold soldering (i.e., the wetting from an operated sprinkler onto an unoperated sprinkler that could prevent its potential to operate if needed) must be maintained. Under horizontal ceilings, the mini - mum distance between residential sprinklers to prevent cold soldering is 8 feet.:. Sloped ceilings, however, present more of a cause for concern for cold soldering, since the elevation of one sprinkler may be higher than another, resulting in a different distribution pat- tern than that of a horizontal ceiling condition. Figure 2 for Spacing Rules Under Sloped Ceilings addresses the minimum acceptable distance under various sloped ceiling conditions that will take into account the prevention of cold soldering. One solution to prevent cold soldering is to stagger the sprinklers so that the distance between two sprinklers is in- creased. In some case, baffles can be located midway between two closely located sprinklers to prevent cold sol- dering. Proximity To A Heat Source. Sprin- klers must be located so as to prevent an inadvertent operation due to expo- sure of normal heat sources. Location with respect to exposure of heat sources other than fire that may cause an inadvertent operation of a residen- tial sprinkler is addressed by Figure 5. - t; ..a,- TFP490 A B A B A ', " B B PLAN 1 E A ;1A: +1 B B A B , PLAN 1 G Page 5 of 20 A - UP TO ONE HALF THE A MAXIMUM SPRINKLER B SPACING (SEE- A TECHNICAL DATA B SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY PLAN 1 B r CALCULATED— B- ALCULATED.B- MINIMUM 4". C A C - UP TO THE MAXIMUM p B SPRINKLER SPACING (SEE TECHNICAL DATA A SHEETS REFERENCED B IN TABLE A) FOR THE COVERAGE AREA BEING C HYDRAULICALLY D CALCULATED. D- MINIMUM 8'-0". A + PENDENT SPRINKLER. B ................................................. .) PLAN 1 D c ' A A B� B A JDB - A D B 1 A B C A D B FIGURE 1 — PART 2 of 2 SPRINKLER SPACING UNDER HORIZONTAL CEILINGS — PENDENT SPRINKLERS — Page 6 of 20 A X-- A • C D E E PENDENT SPRINKLERS 4 TFP490 BACK WALL B / D E E SIDEWALL SPRINKLERS ELEVATION ELEVATION A — MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING 0 (SEE TECHNICAL DATA SHEETS REFERENCED . IN TABLE A) FOR THE COVERAGE AREA BEING a HYDRAULICALLY CALCULATED. B — MAXIMUM: THE MAXIMUIVhSPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. MINIMUM: 8'-0" C — MAXIMUM: 3'-0" D — RANGE: 100 — 60° CEILING ANGLE. E — MINIMUM: 4" FIGURE 2 — PART 1 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — MULTIPLE SPRINKLERS ON SAME SLOPE AND DISTANCE OFF WALLS — 0 TFP490 Page 7 of 20 B B A A C A A C BACK - WALL Ar D D D p .E E PENDENT SPRINKLERS $IDEWALL SPRINKLERS ELEVATION ELEVATION A - MAXIMUM:. ONE HALF THE MAXIMUM SPRINKLER SPACING a (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MAXIMUM: THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED.. —_ MINIMUM: 8'-0" C - MAXIMUM: 3'-0" D - RANGE: 100 - 60° CEILING ANGLE. E - MINIMUM: 8'-0" FIGURE 2 — PART 2 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES — j Page 8 of 20 TFP490 1 PER A A A PER PER A A A PER GRAPH GRAPH GRAPH -� �- GRAPH �—�-= A B A B YB • A B - A IX D D D D BACK PENDENT SPRINKLERS SIDEWALL SPRINKLERS WALL ELEVATION ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MAXIMUM: 3-0" WHEN THERE ARE NO SPRINKLERS ON THE LEVEL CEILING C - RANGE: 100 - 60° CEILING ANGLE. D - MINIMUM: 8'-0". 9 3 J W I lilts D o ~ u- 2 ACCEPTABLE 0W 1 UNACCEPTABLE 0 10 15 20 25. 30 35 40 45 50 55' 60 CEILINGANGLE'C', DEGREES(') GRAPH A ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■•---_.■■Mono ■■■■■■■■■■■o■■■■■. -.Moon■■■• -_ilii :■■■■■■■■■■■■■■ ■■■■■■■.■■■■v.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■ • noon■■■nr.■■■r.■■■■■■■■■■■■o■n■■■■■■■■■■■o■■■■000■ S ■■■■■mmo ■MEN,,■■■■■■■■■■■■■■■■■■■■■n■■■■!i■M■■■■■■■■■ • ■■■■■I■■►.■■■■■■■■■■■■■■■■■■iMnUAMWUNU111::ommommH08MM:WONMMomN:No in■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■I.n■■■■■■■■■n■■■■on■■■■I:■■■■■■■■■■■■■■■ ■or.■■i■■■■■■■■■■■■■■■■■■■■�.■■■■■■■■■■■■.--■■ii■■■ ■i�r.n■■■■■■■n■■■■■■■■■■.:■■■■■n■■■■■■- .ii■n■o■o■ t�Won■■■■■■■■■■■■n■--.n■■■■■■■ •n■■■■■■■■■■n■■ NOMINEE / I 1 •1 1 •1 • I 1 I • I Ia4mr,401em,I •J19 A p TFP490 A PER A GRAPH A B: C D E PENDENT SPRINKLERS ELEVATION A i Page 9 of 20 PER APH 4 B C Ar 4 11S_ E BACK �. CIn=IAIAl 1 CE301KIVI 000 WALL ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING FIGURE 2 — PART 4 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — NON-SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES — - c; (SEE TECHNICAL DATA SHEETS REFERENCED TABLEIN O.CO\�E,,RAGE AREA BEING HYDRAULICALLY -•10- 45- CEILING ANGLE. - •100 450 CEILING ANGLE. SPRINKLER SPACING (SEE TECHNICAL 11 ■■■.■..■■■■■■.....■■■...■.:...r.■■. DATA SHEETS C, tic; a u- / 15 20 25 30 35 41 • THE GREATERUSE GRAPHA FIGURE 2 — PART 4 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — NON-SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES — - c; Page 10 of 20 B B C C D D ` PENDENT SPRINKLERS ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MAXIMUM: UP TO ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED OR AS RESTRICTED BY GRAPH A. C - RANGE: 100 - 60° CEILING ANGLE. D - MINIMUM: 8'-0" 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'C', DEGREES(`) GRAPH A FIGURE 2 — PART 5 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS —PENDENT SPRINKLERS LOCATED AT PEAK - TFP490 10 9 w 8 2 LL E- Zm 7 X. No QIroC6 z �a_0� p 5 4 3 10 15 20 25 30 35 40 45 50 55 60 CEILING ANGLE 'C', DEGREES(`) GRAPH A FIGURE 2 — PART 5 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS —PENDENT SPRINKLERS LOCATED AT PEAK - TFP490 TFP490 SIDEWALL SPRINKLERS 0 v A - MAXIMUM: UP TO THE MAXIMUM SPRINKLER COVERAGE AREA LENGTH (SE&TECHNICAL DATA SHEETS REFERENCED I9TABLE A) FOR THE COVERAGE AREA BEING -HYDRAULICALLY CALCULATED. B - RANGE: .100 45° CEILING ANGLE. FIGURE 2 — PART 6 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS —SIDEWALL SPRINKLERS LOCATED AT PEAK- Page 11 of 20 Page 12 of 20 0 H H GRAPH A GRAPH A V V GRAPH A GRAPH A TFP490 H H H GRAPH A GRAPH A GRAPH A BACK H WALL GRAPH A I* I* V V V GRAPH A GRAPH A GRAPH A * TO TOP OF ELEVATION V DEFLECTOR GRAPH A 8 Z F- 6 w Ow J u - Q = J J Q U 4 � Q Y FU UQ m 2 O BACK WALL 0 111 I I\ 1111111 0 111 - 111 - 11 - I I I I I I I I I I I I, I( I I I I I I I I I I TTI 0 2 4 6 8 10 12 14 16 18 20 SIDEWALL PLAN OF SPRINKLER COVERAGE LENGTH, FEET SPRINKLER GRAPH A FIGURE 3 — PART 2 of 2 SIDEWALL SPRINKLER POSITIONING TO AVOID OBSTRUCTION TO WATER DISTRIBUTION TO THE SIDE AND TO THE FRONT OF THE SIDEWALL SPRINKLER .TFP490 OBSTRUCTION CEILING % U:: I r. A A PENDENT SPRINKLERS MAY �. BE LOCATED ON OPPOSITE SIDES OF AN OBSTRUCTION NOT EXCEEDING 4 FEET IN WIDTH PROVIDING THE DISTANCE FROM THE CENTERLINE OF THE OBSTRUCTION TO THE SPRINKLERS DO NOT EXCEED ONE HALF THE MAXIMUM SPRINKLER SPACING "A" (SEE TECHNICAL DATA SHEETS REFERENCED_ 0 IN TABLE A) ELEVATION Page 13 of 20 OBSTRUCTION CEILING WALL B D A A>_(D-8")+B D<_30" OBSTRUCTIONS. LOCATED AGAINST THE WALL AND WHERE "D" IS LESS THAN OR EQUAL TO 30 INCHES IN WIDTH ARE PERMITTED TO BE PROTECTED WHEN "A" IS GREATER THAN OR EQUAL TO "D" MINUS 8 INCHES y; PLUS "B" ELEVATION FIGURE 4t PART 1 of 2 POSITIONING OF PENDENT SPRINKLERS WITH RESPECT TO OBSTRUCTIONS ALONG A WALL OR CONTINUOUS OBSTRUCTIONS AT THE CEILING TO AVOID OBSTRUCTION TO WATER DISTRIBUTION CEILING SOFFIT Y TOP OF SPRINKLER DEFLECTOR MINIMUM '_ .. MAXIMUM DEFLECTOR -TO- DEFLECTOR -TO - CEILING DISTANCE CEILING DISTANCE (SEE TECHNICAL (SEE TECHNICAL DATA SHEETS DATA SHEETS REFERENCED REFERENCED IN TABLE A) IN TABLE A) ELEVATION SOFFIT CEILING Y 4 INCHES MAXIMUM WALL 8INCHES MAXIMUM ELEVATION FIGURE 4 — PART 2 of 2 POSITIONING OF HORIZONTAL SIDEWALL SPRINKLERS WITH RESPECT TO OBSTRUCTIONS ALONG A WALL TO AVOID OBSTRUCTION TO WATER DISTRIBUTION TOP OF SPRINKLER DEFLECTOR ALLOWABLE DEFLECTOR -TO - CEILING DISTANCE (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) Page 14 of 20 IC RAD TFP490 A. To prevent the possible' release of a Residential Sprinkler's heat responsive element, due to exposure to heat sources other than abnormal fire, ordinary temperature classification (135°F -170°F temperature rating) Residential Sprinklers are only to be installed where the maximum (non -fire) temperature will not exceed 100°F/38°C; and intermediate temperature classification (175°F -225°F temperature rating) Residential Sprinklers are to be installed where the maximum (non -fire) temperature will be from 101 °F/39°C to 150°F/66°C. - B. The sprinkler system piping must NOT be run through heating ducts, or connected to the domestic hot water system. C. When installing Residential Sprinklers in the locations listed below, use the, indicated temperature classification: C ELEVATION A B YP.) NT SOF ACE X. SPRINKLERS MUST BE LOCATED OUTSIDE OF SHADED AREAS Dim. ' Location Temperature. Classification 1. Where they will be exposed to the rays of the sun passing through glass or plastic skylights. Intermediate 2. In unventilated attics or in an unventilated - 1'-0" concealed compartment under an uninsulated roof, where the maximum ambient temperature Intermediate does not exceed 150°F/66°C. 3. Proximity to Less than Within 3 to 6 inches Intermediate exposed light 250 Watts ;6 inches or more Ordinary fixtures. 250-499 Within 6 to 12 inches Intermediate Watts 12 inches or more Ordinary 4. Proximity to uninsulated Within'9 to 18 inches Intermediate heating duct. 18 inches or more Ordinary 5. Proximity to uninsulated Within 6 to 12 inches Intermediate 12 inches or more Ordinary hot water pipe. 6. As specified in the adjacent illustrations in Figure 5, Parts 1 and 2. ELEVATION A B YP.) NT SOF ACE X. SPRINKLERS MUST BE LOCATED OUTSIDE OF SHADED AREAS Dim. Sprinkler Temperature Classification Ordinary Intermediate A 5'-0" 3'-0" B 3'-0" 1'-0" 1'-0" LD2'-0" 1'-6" 0'-9" 0'-6" 0' 3" D (TYP. TO FLUES) E (ALL AROUND) PLAN ELEVATION FURNACE OR WATER HEATER FIGURE 5 — PART 1 of 2 PROXIMITY TO HEAT SOURCES �J TFP490 , Page 15 of 20 - J� - K" J F RAD. (TYP.) H RAC COAL OR WOOD BURNING STOVE Dim. Sprinkler Temperature Classification Ordinary Intermediate F 3'-6" G ' 3'-6" H 3'-6" 1'-0" J2'-0" 1'-0" K2'-0" 1'-0" L3'-0" 1'-6" M 2'-0" N1'-6" 0'-9" P 1'-6" 0'-9„ PLAN CEILING MOUNTED HOT AIR DIFFUSER L :.:..; M (TYR) PLAN ' WALL MOUNTED —HOT AIR DIFFUSER FIGURE 5 — PART 2 of 2 'PROXIMITY TO HEAT SOURCES . C Page 16 of 20 Design — Beam Ceilings Residential occupancies with horizon- tal ceilings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams may be sprinklered as follows: _ .. General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 6, (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. 7A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to center of the nearest beam and from center 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. 7B). 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. 7C). 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. 7C). 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 LFII (TY2234), 155F and 175F, Pendent and Recessed Pendent Residential Sprinklers; and, Series LFII (TY2284), 162F, Flush Pendent Residential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in Technical Data Sheets TF400 and TFP420 for "Horizontal Ceilings" are to be applied. :1 Sprinkler Position. The deflector to bottom of primary beams_.for the Series LFII (TY2234) Pend�rit Sprinklers or Series LFII (TY2234) Recessed Pen- dent Sprinklers is to be 1-1/4 to 1-3/4 inches (Fig. 6A). The vertical center- line of the Series LFII (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 6B). The bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Fig. 6C). The vertical centerline of the Series LFII (TY2284) Flush Pendent Sprin- klers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Fig. 6D). 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 LFII (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.8). . 40 The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per TFP490 A XZ E E N R av 'a a c TY2234 B X Z E E N co a zt;t MAXIMUM TY2234 ONE-HALF BEAM WIDTH PLUS 2" (50,8 mm) C a E E Rc, N FLUSH TY2284 POSITION D a E E E E R M �oo N N N MAXIMUM TY2284 ONE-HALF BEAM WIDTH PLUS 2" (50,8 mm) FIGURE 6 SPRINKLER POSITIONING UNDER BEAMS c TFP490 - Page 17 of 20 ALL FIGURES: DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS A A A 14" (356 mm). !` MAXIMUM A = 3'-4" to 6-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM COMPARTMENT ':.. 20-0" (6,1 m) WALLS FIGURE 7B PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) A — A —'I,— A A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV - C ING A 14" (356 mm) MAXIMUM DEPTH SECONDARY C C = 3'-4" (1,0 m) MINIMUM FOR BEAM SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY* BEAM — or— C =ANY DISTANCE FOR SEC - REFER TO ONDARY BEAMS HAVING FIGURE 7B COMPARTMENT `>: DEPTHS UP TO 25% OF FOR SPANS WALLS PRIMARY BEAMS EXCEEDING FIGURE 7C 20'-0" (6,1 m) COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 7 PERMITTED BEAM ARRANGEMENTS ` :J DEPTH PRIMARY BEAM 20'-0" (6,1 m) MAXIMUM COMPARTMENT ....... WALLS - .-FIGURE 7A-:_ PRIMARY BEAM SPANS UP TO 20'-0" (6,1 m) A = 3'-4" to 6'-0" (1,0 to 1,8 m) B!:FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM SECONDARY DEPTH BEAM _ B = 20'-0" (6,1 m) MAXIMUM FOR SECONDARY BEAMS PRIMARY THAT ARE TO BE EQUAL IN BEAM DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED COMPARTMENT ':.. 20-0" (6,1 m) WALLS FIGURE 7B PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) A — A —'I,— A A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV - C ING A 14" (356 mm) MAXIMUM DEPTH SECONDARY C C = 3'-4" (1,0 m) MINIMUM FOR BEAM SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY* BEAM — or— C =ANY DISTANCE FOR SEC - REFER TO ONDARY BEAMS HAVING FIGURE 7B COMPARTMENT `>: DEPTHS UP TO 25% OF FOR SPANS WALLS PRIMARY BEAMS EXCEEDING FIGURE 7C 20'-0" (6,1 m) COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 7 PERMITTED BEAM ARRANGEMENTS ` :J Page 18 of 20 ISECONDAF BEAM PRIMAR BEAM FAC SOI CC FIGURE 8 ; BEAM AND SOFFIT ARRANGEMENTS TFP490 f , USE DISTANCES.SHOWN "IN FIGURES 7A, 76 & 7C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES the obstruction rules of NFPA 13 for. -- sprinklers. Installation - residential Care and When soffits are present, the pre- viously provided 3 ft.- 4 in. to 6 ft. The Series LFII Residential Sprinklers Maintenance compartment wall to adjacent beam" must be installed in accordance with the applicable Technical Data Sheet distance for the primary and secon- referenced in Table A: The Series LFII Residential Sprinklers dary beams is to be measured from the must be maintained and serviced in face of the soffit as opposed to the accordance with the applicable Tech - compartment wall. nical Data Sheet referenced in Table A. NOTE Although the distance to the beams is Sprinklers which are found to be leak - measured from the face of the soffit, ing or exhibiting visible signs of corro- sion must be replaced. the sprinkler coverage area is to be measured from the compartment wall. 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 an_q,,questions. 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. TFP49O 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 l2"r- ticular purpose This limited warranty s.ets_forth-the:ez- 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. c Page 19 of 20 4 Fire & Building Products Technical Services:.Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster CPUC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art. additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described 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- ing jurisdiction. 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- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Page 1 of 6 Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals ' UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to I11-1909,;Rev. 0, Janu- ary 2005 "Installatfion Instruction & Technical Handbook" for exact list- ing/approval 'information.) Manufacture Source U.S.A. •Material • Pipe: ASTM F442, SDR 13.5 • Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange JANUARY, 2006 rapid response" HOME FIRE SPRINKLER SYSTEM BlazeMaster® is a registered trademark of Noveon IP Holding Corp. TFP1915 Page 2 of 6 ,I TFP1915 NOMINAL AVERAGE: AVERAGE WEIGHT WATER FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. lbs,/it: lbs./ft. PER LIFT lbs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1 " . 1.315" 1.101' 0.26 0.67 5040. 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2:20 1260 1084 2-1/2° 2.875" 2.423" 1.26 3.26 1215 � 1531 33" .3.500" 2.952" 1.87 4.83 0 720 M, After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. FIGURE 1 — PIPE DIMENSIONS NOMINAL AVERAGE: AVERAGE WEIGHT WATER FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. lbs,/it: lbs./ft. PER LIFT lbs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1 " . 1.315" 1.101' 0.26 0.67 5040. 1320 1-1/4" 1.660" 1.394" 0.42 1.08 2835 1191 1-1/2" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2:20 1260 1084 2-1/2° 2.875" 2.423" 1.26 3.26 1215 � 1531 33" .3.500" 2.952" 1.87 4.83 0 720 13.44 Installati®n Care and Tyco Fire and Building Products Maintenance (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- The owner is responsible for the fin- ance with IH -1900, Rev. 0, January spection, testing, and maintenance. of 2005 "Installation Instruction & Techni- their fire protection system and, de- cal Handbook". 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 th.e"standards 'of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. 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. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. TPP1915 Paige 3 of 6 FITTING TYPE PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD WEIGHT NUMBER (T/O) . (lb.) TEE 80000 3/4" 5/8" 40 0.11 T/O 80001 V. 11/161, 40 0.19 60002 1-1/4" 7/8" 40 0.26 _T 80003 1-1/2" 1-1/16" 80 0.51 80004 2" 1-3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 1.59 T/O _T/o 80006 3' 1-13/16" 80 2.41 xxyxz x Y Z 3/4" x 3/4"x 1" 3/4' 3/4* 5/8" - 80132 40 0.14 80133 1" x 3/4" x 3/4" 9/16" 9/16" 3/4" 40 0.14 80134 1" x 3/4"x 1" 3/4" 11/16" 3/4" 40 0.17 80260 1"x1"x3/4" -5/8" 5/8" 13/16" 40 0.16 80135 1-1/4' x 1" x 3/4" 5/8" 5/8' ...,15/1 6!r,, 40 0.21 80136 1-1/4"x 1" x V 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4" x Vx 1-1/4" '15/16' 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4" x 1-1/4" x 3/4" 5/8" 5/8" 7/8" 40 0.23 80262 1-1/4"x 1-1/4" x 1" 3/4" 3/4' 7/8" 40 0.26 Z T/, T/O 80138 1-1/4" x 1-1/4"x 1-1/2* V V V. 80 0.43 80140 171/2" x 1-1/4" x 3/4" 9/16" 9/16" 1" 80 0.36 r+ 80141 1-1/2"x 1-1/4"x 1" 9/16" 9/16' 1-1116" 80 0.38 80263 1-1/2" x 1-1/2'x 3/4" 9/16' 1 1. 80 0.36 0 Y XT/OY 80264 1-1/2" x 1-1/2" x 1" 9/16' 9/16* 1-1116" 80 0.38 80275 1-1/2" x 1-1/2" x 1-1/4" 7/8" 7/8' 1. 80 0.45 TIO 80265 2" x 2"x 3/4" 3/4" 3/4" 1-3/8" 80 0.61 80266 2" x 2* x V 7/8" 7/8" 1-3/8" 80 0.66 80274 2"x2"x1-1/4" 1-1/16" 1-,1/16' 1-3/8" 80 0.74 80267 ..2"x2"x1-1/2" 1-1/8' 1-1/8" 1-3/8" so 0.78 80271 2-1i2" x 2-1/2' x V 1-9/16" 1-9/16, 1-9/16" 80 1.43 80272 2-1/2" x 2-1/2" x 1-1/4" 1-9/16* 1-9/16" 1-9/16" 80 1.46 80273 2-1/2". x 2-1/2"x 1-1/2" 1-9/16" 1-9/16' 1-9/16" 80 1.48 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 .3" x 3" x 1-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.28 80268 3" x 3" x 2" 1-13/16* 1-13/16" 1-3/4" 80 2.25 80269 3" x 3" x 2-1/2' 1-13/16' 1-13/16" 1 1-13/16" 80 2.44 CROSS & REDUCING CROSS 80009 3/4" 9/16" 40 0.13 80010 11. 11/16" 40 .0.23 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1/16" 80 0.67 80013 2" 1.5/1 R" un I nn .I Page 4 of 6 - TFP1915 4 i). L FITTING TYPE PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT NUMBER (T/O) (lb.) 45" ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 80052 1-1/4' 3/4" 40 0.20 - 80053 1-1/2" 1/2" 80 0.31 T/01' 80054 2" 3/4" 80 0.56 80055 2-1/2" _ 13/16" 80. 0.89 80056 3" 1. 80 1.19 80075 3/4'. 1/8" 40 0.07 COUPLING & 80076 1" 1/8" 0 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16" 40 0.12 80078 1-1/2° 3/16" 80 0.25 80079 2' 3/16' 80 0.38 80080 2-1/2' 1/4" 80 0.67 T/O 80081 3" 3/16" 80 0.91 80220 1" x 3/4" 1/8' 40 0.08 80200 1" x 3/4" 7/16" 40 0.04 80201 1-1/4"x 3/4" 1/2" 40 0.11 80202 1-1/4"x 1" 5/16" 40 0.12 80203 1-1/2" x 3/4" f 5/8" 80 0.16 80204 1-1/2" x 1" 1/2" 80 0.14 REDUCER BUSHING e 80205 1-1/2" x 1-1/4" •� 3/8" ' 80 0.17 80206 2" x 3/4° 13/16" 80 0.27 80207 2"x 1" 11/16" 80 0.26 PT/O 80208 2"x 1-1/4" 9/16" 80 0.24 80209 2" x 1.1/2"- 7/16" 80 0.19 80215 2-1/2" x 1' 15/16" 80 0.42 80214 2-1/2"x 1-1/4" 13/16' 80 0.45 80213 2-1/2"x 1-1/2" 11/16" 80 0.46 80211 2-1/2' x 2" 5/8" 80 0.29 80210 3" x 2" 3/4" 80 0.72 80212 3" x 2-1/2" 1/2" 80 0.47 CAP 80100 3/4° 5/16" 40 .0.04 80101 1 3/8" 40 0.06 80102 1-1/4" 7/16" 40 0.10 DI 80103 1-1/2" 11/16" 80 0.20 80104 2' 5/8" 80 0.31 T/O F- 80105 2-1/2" 7/8" 80 0.58 80106 3' 1 ° 80 0.88 L I TFP1915 — Page 5 of 6 c .,I • FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER _ (T/0) (Ib.) SPRINKLER HEAD' ADAPTER 80175E 80176E 3/4" x 1/2" NPT 1"x 1/2" NPT 7/16" 7/16" 80 80 0.20 0.22 80175WL• 3/4" x 1/2" NPT 7/16" 40 0.16 T/O 80179 1" x 3/4" NPT 13/16" 40 0.43 SPRINKLER HEAD ADAPTER o 80175W 3/4" x 1/2" NPT 1/2" '40 0.19 q— IT/O 80176W 1"x 1/2" NPT 1/2" 40 0.18 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4"x 1/2" NPT 1/2" 40 0.16 80178 1" x 1/2" NPT 9/16" 40 . 0.20 4_�T/o 80180 1" x 3/4" NPT 7/8" 40 0.40 FEMALE ADAPTER 80142 3/4" x 3/4" NPT 13/16" 40 0.41 80145 .,zA'-x 1" NPT 7/8" 40 0.63 80146 1-1/4'• x 1-1/4" NPT 1-1/8" 40 1.03 80147 1-1/2" x 1-1/2" NPT 1-3/8" 80 1.42 T/O 80148 2" x 2" NPT 1-11/16" 80 2.66 MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 0.33 T/O —I 80158 1' x 1"NPT 1-3/8" 40 0.56 xxYxZ X Y Z V - -1 Page 6 of 6 TFP1915 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, i.n 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 foraa�r- ticular purpose, Thislimited 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. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 L I FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (T/O) SCHD. WEIGHT (Ib.) BACK-TO-BACK TEE x x Y x Z X Y, Z x T/O Y 80459 1"x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.48 q1T110T 80460 1"x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 0.46 T/O BACK-TO-BACK CROSS X T/O x X Y X z x W X, Y ° Z, W 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, i.n 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 foraa�r- ticular purpose, Thislimited 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. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 L I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 97 HIGH MEADOWS RD Owner: Permit NO: B07-1829 APN: 041-280-189 KLEINSASSER, THOMAS G & L Issued Date: 09/05/2007 By TMP Permit type: MISCELLANEOUS 1900 ORO DAM BLVD E STE 121 Subtype: Fire Suppression OROVILLE, CA 95966 Expiration Date: 09/04/2008 Description: FIRE SPRINKLERS FOR NSF (1107-: (510) 708-3274 Occupancy: Zoning: Contractor Applicant: Square Footage: KLEINSASSER, THOMAS Building Garage Remdl/Addn 1900-12 ORO DAM BLV E 280 OROVILLE, CA 95966 Other Porch/Patio Total (510)708-3274 FEE INFORMATION DBOMSCF Fire Protection Engine $579.90 Total Charged: $579.90 Fees Paid: $579.90 Balance Due: $0.00 Receipt No: B4400 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed 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 pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption: Any violation of Section 7031.5 by any applicant for a permit subjects X 09/05/2007 the applicant to a civil penalty of not more than five hundred dollars [$500); Please check one of the following: Contractors Signature Date I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: I HAVE the work himself or herself or through his or her own employees, provided that such improvements AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance The Contractor's License Law dows not apply to an owner of the property who builds or improves carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is for one hundred dollars ($100) or less. dCERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ❑ IAM EXEMPT under Section B. 8 P.C. for this reason: 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' X 09/05/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those _ Owners Signature Date provisions. X 09/05/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal 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, injury, including death, and property damage caused arising out of, in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. G , /CGE /Nfi�s 09/05/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) 0 Owner' Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lenders Address City State Zip �QT BUTTE COUNTY 0 0 DEPARTMENT OF DEVELOPMENT SERVICES o 0 BUILDING PERMIT APPLICATION. o. o OFFICE #: (530) 533-7541 FAX #: (530) 533-2140 c '-a>-• o A FEE WILL BE REQUIRED AT TWE OFAPPLICATION C1, J .� Website: w. tw.buttecounty.net/dds "PLEASE PRINT CLEARLY*" . OWNER INFORMATION Last Name Address FirstN e Mailing Address �or_1.2 0 Ph 1Y1 v,4 �-2fr0 City oleo V/1 -C e 6_ Fax State Zp Phones/0 10' F 32 7fzFax Z 'it % mv Pho�e�6 E-mail Fax CONTRACTOR Name Address City State Zip Phone Fax E-mail Lic. # Class APPLICANT SIGNATURE X PERMIT NO. I ti#IrV r I PROOJECT LgOCATION AP# Property Address440/ #� 0T7�1/.eifll�/y City 417_72— C Q WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: FI -11c / .ir/ SYS77�l !�� O L 1116W /O CE - Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: ARCHITECT/ENGINEER Name Name Address Addres 656rALO 7 City f7!/r St� Z 'it % mv Pho�e�6 Z g3 ` D 00 Fax E-mail State License u er APPLICANT SIGNATURE X PERMIT NO. I ti#IrV r I PROOJECT LgOCATION AP# Property Address440/ #� 0T7�1/.eifll�/y City 417_72— C Q WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: FI -11c / .ir/ SYS77�l !�� O L 1116W /O CE - Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: APPLICANT INFORMATION Name Occ. Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X PERMIT NO. I ti#IrV r I PROOJECT LgOCATION AP# Property Address440/ #� 0T7�1/.eifll�/y City 417_72— C Q WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: FI -11c / .ir/ SYS77�l !�� O L 1116W /O CE - Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning IE',- 2 01 Flood Zone SRA res No Occ. Type Const. 1 BUTTE COUNTY FEE SUMMARY Printed: 08/28/2007 7 County Center Drive -11:30 am Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: 1307=1829 Job Address: 97 HIGH MEADOWS RD Contractor: Fee Description Account Number Fee Amount Paid Date. Pmt Amt DBOMSCF Fire Protection Engine 0010-440001-4210500-1010 $579.90 08/28/2007 $579.90 579.90 $579.90 Printed By: Kourtni Graham Balance Due: $0.00 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: Date: 08/28/2007 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 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 (not yet issued) must be requested within two years 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 of $54.99 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://municii)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1829 Date: 08/28/2007 Location: 97 HIGH MEADOWS RD Parcel Number: 041-280-189 Owner Name: KLEINSASSER, THOMAS G & LORETT Phone: (510) 708-3274 Description: FIRE SPRINKLERS FOR NSF (1107-1179) Signature of Property Owner: �� Date: 08/28/2007 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 OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. ° If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal ° income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not 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 Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER -BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. OWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS RECEIVED. 1. 1 PERSONALLY PL TO PROVIDE THE MAJOR LABOR AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPPR�RO��VEMENTT �OR NO) 2. 1(9/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: FIRE SPRINKLERS FOR NSF (1307-1179) Reference Number: B07-1829 Applicant Name: KLEINSASSER, THOMAS Owner's Name: KLEINSASSER, T S -G & LORETT AP # : 041-280-189 I Signature of Property Owner: Date: SIMPLEX GRINNELL 4650 BELOIT DRIVE SACRAMENTO,CA 95838-2426 HYDRAULIC CALCULATIONS FOR TOM KLIENS,ASSER RESIDENCE,, POTTER RAVINE DRIVE, OROVILLE FILE NUMBER:KLIENSASSER2- DATE: AUG 21, 2007 -DESIGN DATA' OCCUPANCY CLASSIFICATION: RESIDENTIAL 13D DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 2 SPRl-N•K-LER COVERAGE PER SPRINKLER: 16f COVERAGE X 16feet. NUMBER OF SPRINKLERS CALCULATED: rinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.4 gpm TOTAL WATER REQUIRED (including hose): 26.4 gpm FLOW AND PRESSURE (@ BOR): 26.4 gpm @ 38.7 psi SPRINKLER K FACTOR: 4.9 NAME OF CONTRACTOR: SIMPLEXGRINNELL DESIGN/LAYOUT BY: LDD AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: C-16 802591 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 5003013222) HRS SYSTEMS, INC. TUCKER, GA 30084 y 07- B.U17E COUNT BUILDING DIVISION APPROVED 7 �P SPRINKLER. SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/21/2007 C:\HASS78\KLIENSASSER2.SDF JOB TITLE: KLEINSASSER -2nd Floor. WATER SUPPLY DATA SOURCE STATIC RESID. -FLOW, AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) c(GPM) (PSI) 10 (N/A) 0.0 (N/A) 0.0 26.4 38..7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES .0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26'.4 GPM NODE ANALYSIS DATA o� NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 21.0 K= 4.90 7.0 13.0 2 21.0 K= 4.90 7.5 13.4 3 21.5 - - - - 7.4 - - - 4 -21.5 - - - - 13.6 - - - 5 21.5 - - - - 15.9 - - - 6 9.9 - - - - 22.3 - - - 7 -0.5 - - - - 28.5 - - - 8 -0.5 - - - - 29.1 - - - 9 -0.5 - - - - .32.4 - - - 10 -10.5 SOURCE 38.7- 26.4 U f; SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/21/2007 C:\HASS78\KLIENSASSER2.SDF JOB TITLE: KLEINSASSER -2nd Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT` (PSI) Pipe: 1 -13.0 1.109 PL 14.42 PF 0.6 1 21.0 4.9' 7.0 13.0 4.3 150 FTG RE PE -0.2 3 21.5. 0.0 7.4 0.0 0.030 TL 20.42 PV Pipe:. 2 -13.4 1.109 PL 0.50 PF 0.2 2 21.0 4.9 7.5 13.4 4.4 150 FTG T PE -0.2 3 21'.5 0.0 7.4 0'.0• 0.031 TL 5.50 PV Pipe: 3 -26.4 _..1.109 PL 41.50 PF 6.2 3' 21.5 0.0 7.4 0.0 8.8n: 1.50 FTG 5RET PE 0.0 ° 4' 21.5 0.0 13.6 0.0 0.110 TL - 56.50 PV Pipe: 4 ;?`--26.4 1.109 PL 5.50 PF 2.2 4 21.5 0.0 13.6 ::0.0 8.8 150 FTG. .3E PE 0.0 5 21.5 0.0 15.9 0.0 0.110 TL 20.50 PV Pipe: 5 -26.4 1.109 PL 11.58 PF 1.4 5. 21.5 0.0 15.9 0.0 8.8 150 FTG R PE 5.0 6 9.9 0.0 22.3 0.0 0.110 TL 12.58 PV Pipe: 6 -26.4 1.109 PL 10.42 PF 1.7 6 9.9 0.0 22.3 0.0 8.8 150 FTG E PE 4.5 7 -0.5 0.0 28.5 0.0 0.110 TL 15.42 PV Pipe: 7 -26.4 1.109 PL 0.50 PF 0.6 7 -0.5 0.0 28.5 0.0 8.8 150 FTG T PE 0.0 8 -0.5 0.0 29.1 0.0 0.110 TL 5.50 PV Pipe: 8 -26.4 1.109 PL 13.00 PF 3.3 8 -0.5 0.0 29.1 0.0 8.8 150 FTG E2T2R PE 0.0 9 -0.5 ..0.0 32.4 0.0 0.110 TL -30.00 PV Pipe: 9 -26.4 1.109 PL .10.50 PF 2.0 9 -0.5 0.0 32.4 0.0 8.8 150 FTG C2kE PE 4.3 10 -10.5 SRCE 38.7 (N/A) 0.110 TL 18.50 PV U SPRINKLER SYSTEM HYDRAULIC ANALYSIS- Page 4 DATE: 8/21/2007 C:\HASS78\KLIENSASSER2.SDF JOB TITLE: KLEINSASSER -2nd Floor NOTES:, (1) Calculations were performed by the HASS 7.8 computer program under license no. 5003013222 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.088 gpm. (3) Total pressure at each node is used in'balancirig the system. Maximum water velocity is 8.8 ft/sec at pipe 9. (4) PIPE FITTINGS TABLE Pipe Table Name: AAFP.PIP PAGE: H MATERIAL: CPVC-0 HWC: 150 Diameter Equivalent Fitti_ng'Lengths in Feet (in,) E T F R C G A D Ell Tee 45 -Ell TeeRun Couplg 1.109 5.00 5.00 1.00 1.00 1.00 0.00 0.00 0.00 60.0 G50.0 A U G E40-02 P .R E30.0 S S U R E20.0 p s 10.0 i 0.01 c WATER SUPPLY ANALYSIS 200 300 400 500, 600 700 800 900 FLOW (GPM) C-4 d O > to q m y •• H F3 co ' r\ CT] N • \ A r O /•1. tIj O H J z trJ Lo � ro � H � x t=i ro � o o � y t=i x d C r H n .nz , �r >cn Ul H En ri) c x H CrJ ' z� m' 1000 . z na N• � Un m d .. 'TJ Ln . s o. WATER SUPPLY ANALYSIS 200 300 400 500, 600 700 800 900 FLOW (GPM) C-4 d O > to q m y •• H F3 co ' r\ CT] N • \ A r O /•1. tIj O H J z trJ Lo � ro � H � x t=i ro � o o � y t=i x d C r H n .nz , �r >cn Ul H En ri) c x H CrJ ' z� m' 1000 . z na N• � Un m d .. 'TJ Ln SIMPLEX GRINNELL 4650 ••BELOIT :DRIVE SACRAMENTO,CA 95838-2426 HYDRAULIC CALCULATIONS FOR E. TOM KLIENSASSER RESIDENCEC POTTER RAVINE DRIVE, OROVILLE FILE NUMBER:KLIENSASSERI DATE: AUG 21, 2007 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL 13D DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 2 SPRINKLERS COVERAGE PER SPRINKLER: ,,^ 18feet �X 18feet NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 34.5 gpm TOTAL WATER REQUIRED (including hose): 34.4 gpm FLOW AND PRESSURE (@ BOR): 34.4 gpm @ 49.9 psi• SPRINKLER K FACTOR: 4.9 NAME OF CONTRACTOR: SIMPLEXGRINNELL DESIGN/LAYOUT BY:LDD AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: C-16 802591 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 5003013222) HRS SYSTEMS, -INC. TUCKER, GA 30084 v r iY SIMPLEX GRINNELL 4650 ••BELOIT :DRIVE SACRAMENTO,CA 95838-2426 HYDRAULIC CALCULATIONS FOR E. TOM KLIENSASSER RESIDENCEC POTTER RAVINE DRIVE, OROVILLE FILE NUMBER:KLIENSASSERI DATE: AUG 21, 2007 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL 13D DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 2 SPRINKLERS COVERAGE PER SPRINKLER: ,,^ 18feet �X 18feet NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 34.5 gpm TOTAL WATER REQUIRED (including hose): 34.4 gpm FLOW AND PRESSURE (@ BOR): 34.4 gpm @ 49.9 psi• SPRINKLER K FACTOR: 4.9 NAME OF CONTRACTOR: SIMPLEXGRINNELL DESIGN/LAYOUT BY:LDD AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: C-16 802591 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 5003013222) HRS SYSTEMS, -INC. TUCKER, GA 30084 v N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/21/2007 C:\HASS78\KLIENSASSERI.SDF JOB TITLE: KLEINSASSER -1st. Floor WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) .(GPM) (PSI) 10 (N/A) 0.0 (N/A) 0..0 34.4 49.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 34.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS134.4 GPM NODE ANALYSIS DATA _ y of NODE TAG •ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 12 10.0 K= 4.90 12.0 17.0 13. 10.0 K= 4.90 12.7 17.5 14 10.5 - - - - 13.7 - - - 15 9.9 - - - - 20:9 - - - 16 9.9 - - - - 25.0 - - - 6 9.9 - - - - 28.6 - - - 7 -0.5 - - - - 35.9 - - - 8 -0.5 - - - - 36.9 - - - 9 -0.5 - - - - 42.2 - - - 10 -10.5 SOURCE 49.9 34.4 N ib SPRINKLER•SYSTEM HYDRAULIC ANALYSIS Page'3 DATE: 8/21/2007 C:\HASS78\KLIENSASSERI.SDF JOB TITLE: KLEINSASSER 71st .Floor PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT, (PSI) Pipe: 1 -1.7.0 1.109 PL 27.00• PF 1.8 12 10.0 4.9 12.0 17.0 5.6 150 FTG R2E PE. -0.2 14 10.5 0.0" 13.7 0.0 0.049 TL 38.00 PV Pipe: 2 -17.5 ,1.1"09 PL 13.00 PF 1.2 13 10.0 4.9 12.7 17.5 5.8 150 FTG TE PE -0.2 14 10.5 0.0" 13.7 0.0 0.051 TL 23.00 PV Pipe: 3 -34.5 1.109 PL 22.58 PF. 6.9 14 10.5" 0.0 13.7, 0.0 11.41 150 FTG RT2E PE 0.3 15 9.9 0.0 20.9' 0.0 0.180 TL 38.58 PV Pipe: 4 ,^ -34.5 1.109 PL 15.00 PF .4.1 15 9.9. 0.0. 20.9 .,-.0.0 11.4 150 FTG T3R PE. 0.0 16 9.9. 0.0 25.0 0.0 0.180 TL 23.00 PV Pipe: 5 -34.5 1.109 PL 5.00 PF 3.6 16 9.9 0.0 25.0 0.0 11.4 150 FTG EET PE 0.0 6 9.9 0.0 28.6 0.0 0.180 TL 20.00 PV Pipe: 6 -34..5 1.109 PL 10.42 PF 2.8 6 9.9 0.0 28.6 0. 0 1L-.4 15 0' FTG E PE 4 '. 5" 7 -0.5 0.0 35.9 0.0 0.180 TL 15.42 PV Pipe: 7 -34.5 •1.109 PL 0.50 PF 1.0 7 -0.5 0.0 35.9 0.0 11.4 150 FTG . T PE 0.0. 8 -0.5 0.0 36.9 0.0 0.180 TL 5.50 PV Pipe: 8 -34.5 1.109 PL 13.00 PF 5.4 8 -0.5 0.0 36.9 0".0 11.4 150 FTG E2T2R PE" 0.0 9 -0.5 0.0 42.2 0.0 0.180 TL 30.00 PV Pipe: 9' -34.4 1.109 PL 10.50 PF 3.3 9 -0.5 0.0 42.2 0.0 11.4 150 FTG C2RE PE 4.3 10 -10.5 SRCE 49.9 (N/A) 0.180 TL 18.50 PV 10 SPRINKLER SYSTEM HYDRAULIC.ANALYSIS Page 4 DATE: 8/21/2007 C:\HASS78\KLIENSAS'SERl.SDF JOB TITLE: KLEINSASSER -1st Floor NOTES: (1Y Calcuiations were performed by the HASS 7.8 computer program under license no-. 5003013222 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node.of 0.010 gpm and a maximum imbalance at any node of 0.090 gpm. (3) Total pressure at each node is'used in balancing the system. Maximum water velocity is 11.4 ft/sec at pipe 6. (A) PIPE FITTINGS TABLE Pipe Table e Name: AAFP.PIP PAGE: H MATERIAL: CPVC-O HWC: 150 Diameter' Equivalent Fitting Lengths in Feet (in) E T F R C . G A D Ell Tee 45 -Ell TeeRun Couplg 1.109 5.00 5.00' 1.00 1.00 1.00 0.00 0.00 0.00 c 60.0 G 50.0? A U G E40.0 P R E30.0 S S U R E20.0 P s 10.0 1 0.01 -14.. WATER SUPPLY ANALYSIS �vv quu 5uu buu 700 800 900 FLOW (GPM) C-1 d 0� W 1-3 trJ y .. H �-3 00 r roCrJ N C o H J z h7 � � z ri)tij x rr c r ro 0 FC 0 m Fl y t� x Fc d c r H �z r x� �c V� H En U c x r H [TJ z 1000 ro s Nw Q CO m SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/21/2007., C:\HASS78\KLIENSASSERI.SDF JOB TITLE: KLEINSASSER -1st Floor. WATER SUPPLY CURVE 60+ V 55+ 50X 45+ P 40+ E S S 35+ U R E 30+ P S I 25+ 20+ 15+ ----------------- - - 10+ LEGEND " X Required Water Supply " 49.90 psi @ 34.4 gpm " 5+ 0 m Fire & 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. 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 chalice for occupants to escape or be evacuated. c� WARNINGS The Series LF11 (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. SprinklerAl lode) Identification Number SIN TY2234 rapid response" HOME FIRE SPRINKLER SYSTEM Page 1 of 8 JANUARY, 2006 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. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Technical Data Approvals: UL and C -UL Listed. NYC Approved under MEA 44-03-E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psi1/2 (70,6 LPM/barti2) 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 LFII (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- flector to ceiling distances up to 15-3/4 inches. So as to help avoid obstructions to water distribution, a maximum 12 inch deflector -to -ceiling 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 rise up to 8 inch rise for 12 inch run), the sprinklers are to be installed with a deflector to, ceiling Minimum Flow (b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area (a) Ft. (Max. 2 Inch Rise (Greater Than 2 Inch Rise (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 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) (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) 1 16.7 psi (1,15 bar) 1 16.7 psi (1,15 bar) I 16.7 psi (1,15 bar) 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. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Technical Data Approvals: UL and C -UL Listed. NYC Approved under MEA 44-03-E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psi1/2 (70,6 LPM/barti2) 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 LFII (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- flector to ceiling distances up to 15-3/4 inches. So as to help avoid obstructions to water distribution, a maximum 12 inch deflector -to -ceiling 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 rise up to 8 inch rise for 12 inch run), the sprinklers are to be installed with a deflector to, ceiling TFP400 Page 3 of 8 7/16" (11,1 mm) ESCUTCHEON Components: NOMINAL 1/2" PLATE SEATING 2-7/8" DIA. 1 - Frame MAKE -IN NPT SURFACE (73,0 mm) 2 - Button 3- Sealing Assembly 1 4 -Bulb 5 - Compression 2 Screw 2-1/4" 6- Deflector * 3 p q (57,2 mm) 4. 1-5/8" 41,3 mm STYLE 20 Temperature 5 ( ) WRENCH RECESSED P 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 7 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 Page 4 of 8 Beam Ceiling Design Criteria The Series LFII (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 inch 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 LFII (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 beagns for the Series LFII (TY2234) Pendent Sprinklers or Series LFII (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 LFII (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 LFII (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 A X Z E E LQ az Z5 TY2234 B X Z E E L� a� m 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. TFP400 Page 5 of 8 ALL FIGURES: A A A DISTANCES ARE IF IF IF- 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 20'-0"(6,1 m) BEAM MAXIMUM COMPARTMENT WALLS FIGURE 6A SECONDARY BEAM PRIMA BEA CC PRIMARY BEAM SPANS UP TO 20.0 (6,1 m) SECONDARY BEAM PRIMA BEAT *REFER TO FIGURE 6B CO FOR SPANS EXCEEDING 20'-0" (6,1 m) FIGURE 613 , PRIMARY BEAM SPANS GREATER THAN 20'-0- (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS A= 3-4" to 6-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14"(356 mm) MAXIMUM DEPTH B = 20'-0"(6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0"(6,1 m) A= 3'-4" to 6-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14"(356 mm) MAXIMUM DEPTH C = 3'-4"(1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS — or— C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF PRIMARY BEAMS FIGURE 6 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) ji 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 l ak- 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. c 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 be exercised to avoid dam - U 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 sprin- 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- bperation 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. .4- 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 eitKbr 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 producfs or parts of prod- ucts. TFBP shalt 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. 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- ishp.P/N (specify). 155°F/68°C or Chrome Plated ......... P/N 51-201-9-155 155°F/68°C White Polyester......... P/N 51-201-4-155 155°F/68°C White (RAL9010)............. P/N 51-201-3.155 155°F/68°C Natural Brass........... P/N 51-201-1-155 175°Fn9°C or Chrome Plated ......... P/N 51-201-9-175 175°Fn9°C White Polyester......... P/N 51-201-4-175 175°F/79°C White (RAL9010)............. P/N 51-201-3-175 175°Fns°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. U TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 G �O Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 —4111111 rapid response" HOME FIRE SPRINKLER SYSTEM Series LFII 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. 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 LFII (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 t6 help protect the sprinkler while.tRe 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- ing jurisdiction. 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- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler/Model Identification Number SIN TY3596 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psis/2 (70,6 LPM/bars/2) Temperature Rating: 160°F/710C Sprinkler with 1350F/570C 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 w/ Teflont Soldered Link Halves . . . . . Nickel Lever . . . . . . . . . . . . . Bronze Compression Screw . . . . . . Brass Deflector . . . . . . Copper or Brass Guide Pin Housing . . . . . .Bronze Page 1 of 4 JANUARY, 2006 TFP442 Q Page 2 of 4 TFP442 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 maybe 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 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•mininium required dis- charge from Minimum Flow fb> and Maximum .Maximum Residual Pressure Coverage Spacing For Horizontal Ceiling Area Ft. (Max. 2 Inch Rise Ft. x Ft. (m) for 12 Inch Run) (mxm) 160°F/71 °C Sprinkler 12 x 12 12 13 GPM (49,2 LPM) (3,7 x 3,7) G 7.0 psi (0,48 bar) 14x,14 14 1.3. GPM (53,0 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 16 x 16 i 6 13 GPM (60,6 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) 20 x 20 20 20 GPM (75,7 LPM) (6,1 x 6,1) (6,1) (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. -TABLE A NFPA 13D AND NFPA 13R WET P/P,—WYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3596) RESIDENVAL CONCEALED PENDENT SPRINKLER 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 maybe 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 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•mininium required dis- charge from (a) Ft. x Ft. (m) for 12 Inch Run) (mxm) 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) 14x,14 14 1.3. GPM (53,0 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 16 x 16 i 6 13 GPM (60,6 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) 20 x 20 20 20 GPM (75,7 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 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 Criteria The Series LFII (TY3596) Residential Concealed Pendent Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. 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 surf ace 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 fora 12 ft. x 12 ft. coverage area; or 20 feet fora 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 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 - TFP442 BODY _ SEALING (1/2" NPT) — ASSEMBLY ��� 0 11111W4, Iii�� � SADDLE SUPPORT _ COMPRESSION CUP WITH SCREW ROLLFORMED THREADS to LEVER GUIDE Icl= I PIN ' SOLDER LINK ELEMENT GUIDE PIN HOUSING DEFLECTOR 1----r �` (OPERATED DEFLECTOR i i POSITION) CUP G ' ISPRINKLER/SUPPORT ASSEMBLY THREAD INTOI I RETAINER SUPPORT CUP THREAD UNTIL MOUNTING �.^WITH DIMPLES SURFACE IS O CD I FLUSH WITH EJECTION CEILING SPRING SOLDER J COVER PLATE/RETAINER V--- 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't1/8° (47,6 mm 1/8" GAP t3,2 mm) (3,2 mm) im COVER- SPRINKLER- MOUNTING RETAINER SUPPORT CUP 72 SURFACE ASSEMBLY ASSEMBLY (4,8 mm) 3-3/16' DIA. (81,0 mm) TIP 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 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 1.8 SPRINKLER WRENCH SPRINKLER - SUPPORT CUP ASSEMBLY OPERATED SPRINKLER COVER PLATE - RETAINER t— 11 7/8" (22,2 mm) 1-1/8" (28,6 mm) DISPOSABLE PROTECTIVE CAP DEFLECTOR IN OPERATED POSITION FIGURE 3 SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR �. L 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. After the 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 be en- gaged sufficiently to contact the 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 sprin- 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- TFP442 ucts. TFBP shall not be responsible for sprinkler system design errors orinac- 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 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 LFII (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 (RAL9010)'.......... 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 56-000-1-265. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 rapidresponseM HOME FIRE SPRINKLER SYSTEM Series LFII Residential Concealed Pendent..Sprinkler, Domed Plate 4.9 IC -factor - -General Description The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and h6tels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The domed profile of the cover plate provides aesthetically appealing sprinkler design with lower flow rates than can be achieved by lower profile cover plates. The separa- ble two-piece design of the Cover Plate and Support Cup Assemblies al- lows installation of the sprinklers and pressure testing of the fire protection system prior to the installation of the ceiling or. application of a finish coat- ing. Also, the separable "push -on and thread -off" two-piece design of the Sprinkler provides for 1/2 inch (12,7 mm ) of vertical adjustment. 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 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 6 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 Series LFII (TY2234) has been designed with heat sensitivityland water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escapefor be evacuated. The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and it must be replaced to protect the sprinkler while the ceiling is being installed or fin- ished. The tip of the Protective Cap can also be used to mark the center of the ceiling hole into plaster board, ceil- ing tiles, etc. by gently pushing the ceiling product against the Protective Cap. When ceiling installation is com- plete, the Protective Cap must be re- moved and the Cover Plate Assembly installed. The Protective Cap must be removed to ensure proper perform- ance of the sprinklers. WARNINGS The Series LFII (TY2234) 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- ing jurisdiction. 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- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. JANUARY, 2006 SprinklerAlffodel Identification Number SIN TY2234 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/psis/2 (70,6 LPM/bars/2) Temperature Rating: 155°F/68°C Sprinkler with 135°F/5PC Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom f. TFP450 C Page 2 of 6 TFP450 (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. TABLE A NFPA 13D AND NEPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER Physical Characteristics: Frame . . . . . . . . . . . . . . Brass Button . . . . . . . . . . . . . Bronze Sealing Assembly .......... Beryllium Nickel w/ Teflon' Bulb . . . . . . . . . 3 mm dia. Glass Compression Screw . . . . . . Brass Deflector . . . . . . . Copper Button Ejection Spring . . . . . . . . Stainless Steel Support Cup . . . . . . . . . . Steel Cover Plate . . . . . . . . . . . Brass Retainer . . . . . . . . . . . . Brass Cover Plate Ejection Spring . . . . . • • • • . . . . . . . . Stainless Steel 'DuPont 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. The glass bulb con- tains a fluid that expands when ex- posed to heat. When the rated temperature is reached, the fluid ex- pands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are UL 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 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. The sprin- klers are to be installed relative to the ceiling mounting surface 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). U Minimum Flow (b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area (a Ft. (Max. 2 Inch Rise (Greater Than 2 Inch Rise (Greater Than 4 Inch Rise Ft. x Ft. (rn) for 12 inch Run) Up To Max. 4 Inch Rise Up To Max. 8 Inch Rise (m x m) for 12 inch Run) for 12 inch Run) 155°F/68°C 155°F/68°C 155°F/68°C Sprinkler Sprinkler Sprinkler 12 x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 -bar) 7.0 psi (0,48 bar) 15.0 psi (1,03 bar) 14 x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) ° 15.0 psi (1,03 bar) 16 x 16 16 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 19 GPM (71,9 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 15.0 psi (1,03 bar) 18 x 18 18 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 19 GPM (71,9 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 15.0 psi (1,03 bar) 20 x 20 20 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) 24 GPM (90,8 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) 24.0 psi (1,65 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. TABLE A NFPA 13D AND NEPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER Physical Characteristics: Frame . . . . . . . . . . . . . . Brass Button . . . . . . . . . . . . . Bronze Sealing Assembly .......... Beryllium Nickel w/ Teflon' Bulb . . . . . . . . . 3 mm dia. Glass Compression Screw . . . . . . Brass Deflector . . . . . . . Copper Button Ejection Spring . . . . . . . . Stainless Steel Support Cup . . . . . . . . . . Steel Cover Plate . . . . . . . . . . . Brass Retainer . . . . . . . . . . . . Brass Cover Plate Ejection Spring . . . . . • • • • . . . . . . . . Stainless Steel 'DuPont 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. The glass bulb con- tains a fluid that expands when ex- posed to heat. When the rated temperature is reached, the fluid ex- pands sufficiently to shatter the glass bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY2234) Residential Concealed Pendent Sprinklers are UL 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 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. The sprin- klers are to be installed relative to the ceiling mounting surface 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). U TFP450 SEALING' ASSEMBLY 5 mm) (634NP (1/2'A PT) FACE OF SUPPORT CUP THREADED i ASSEMBLY WRENCH BUTTON FLATS SUPPORT COVER DISPOSABLE i i CUP WITH SPRINKLER PLATE ROLL FORMED 3/32" GAP STRAP (SEE RETAINER (2,4 mm) (30,2 mm THREADS INSTALLATION A A SECTION MOUNTING BULB DEFLECTOR I COMPRESSION 15/16" SPRINKLER/SUPPORT CUP- SCREW RETAINER SUPPORTCUP ASSEMBLY i THREAD INTO ASSEMBLY ASSEMBLY RETAINER SUPPORT CUP 3-5/16" DIA. O DISPOSABLE WITH THREAD UNTIL MOUNTINGO PROTECTIVE CAP 1 1 SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT.SPR/NKLER TABS SURFACE IS FLUSH WITH EJECTION CEILING p SPRING SOLDER ""COVER TABS (3) - ° PLATE COVER PLATE/RETAINER ASSEMBLY FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT SPRINKLER (Shown with Disposable Sprinkler Strap) Page 3of6 WRENCH RECESS 4 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 7 SPRINKLER WRENCH 2-1/2" DIA. SPRINKLER- _ 5 mm) (634NP 1/2' (12,7 mm) FACE OF SUPPORT CUP THREADED SPRINKLER ASSEMBLY ADJUSTMENT FITTING COVER PLATE 3/32" GAP 1.3/16"±1/4" RETAINER (2,4 mm) (30,2 mm t6,4 mm) A A MOUNTING SURFACE COVER- SPRINKLER- 15/16" \ 1/4" (6,4 mm) OPERATED RETAINER SUPPORTCUP (23,8 mm) 3/4" (19,1 mm) SPRINKLER ASSEMBLY ASSEMBLY 3-5/16" DIA. DISPOSABLE (84,1 mm) TIP PROTECTIVE CAP FIGURE 3 SERIES LFII (TY2234) RESIDENTIAL CONCEALED PENDENT.SPR/NKLER INSTALLATION DIMENSIONS/ DISPOSABLE PROTECTIVE CAP Page 4 of 6 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 s�rinkler 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 NOTE Do not remove the Sprinkler Strap (Fig. 1) until the sprinkler system is to be placed in service. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 7 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W -Type 7 Wrench will accept a 1/2 inch ratchet drive. 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 Arms during ceiling in- stallation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE ' As long as the Sprinkler Strap (Fig. 1) or the Protective Cap (Fig. 3) remains in place, the system is considered to be "Out Of Service'. Step 5. After the 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/Re- tainer Assembly, remove and discard the Protective Cap and the Sprinkler Strap. NOTE Refer to Technical Data Sheet TFP700 regarding instructions for the removal of the'Sprinkler Strap. Step 6. Push the Cover Plate/Retainer Assembly into the Support Cup, and as necessary, make the final adjustment of the Cover Plate with respect to the ceiling by turning the Cover Plate/Re- tainer Assembly clockwise until its flange just comes in contact with the ceiling. If it becomes necessary to remove the Cover Plate, it can be removed by un- screwing in a counter -clockwise direc- tion. If the Cover Plate/Retainer Assembly cannot be engaged with the Support Cup or the Cover Plate/Retainer As- sembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fit- ting must be repositioned. TFP450 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 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 sprin- 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. U C TFP450 Limited . Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10),years against defects inmate- 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 oation. 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 fitnes&fora lar- ticular purpose. This limited warranty sets forth the eR- 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 bylaw. 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 dis tributor for availability. Sprinkler Assembly: Series LFII (TY2234), K=4.9, Residen- tial Concealed Pendent Sprinkler with out Cover Plate Assembly, P/N 51-873-1-155. m 'Cover Plate Assembly:' Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2234), K=4.9, Residential Concealed Pen- dent Sprinkler, P/N (specify). Chrome ................. P/N 56-873-9=135 Off White ................ P/N 56-873-0-135 Bright White .............. .P/N 56-87374-135 Flat White .... :........... P/N 56-873-5-135 White (RAL 9010)'......... P/N 56-873-3-135 Custom .................. P/N 56-873-X-135 'Eastern Hemisphere'sales only. , Sprinkler Wrench: Specify: W -Type 7 Spiihkler Wrench, P/N 56-850-4-001. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - U Fire &Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Sprinkler Design Guide able of 'ontents SECTIONS General . . . . . . . . . . . . . 1 Design — Background ..... 1 Design — Hydraulics ...... 2 Design — Sprinkler Location .3 Design — Beam Ceilings . . 16 Installation ........... 18 Care and Maintenance . . . . 18 Limited Warranty . . . . . . . 18 TABLES Series LFII Residential Sprinklers ..... 1 Rise over Run Conversion To -Degrees of Slope . . . . . . 3 FIGURES Spacing Under Horizontal Ceilings (Parts 1 and 2) . . . . 4-5 Spacing Under Sloped TECHNICAL Ceilings (Parts 1 thru 7) 6-11 Spacing To Avoid NUMBER Obstructions ........ .. 12 Positioning Of Sprinklers TY2234 With Respect To TFP400 Obstructions Along Walls 13 Proximity To Heat TY4234 Sources (Parts 1 and 2) . 14-15 Beam Ceilings ....... 16-18 Page 1 of 20 rapid response" HOME FIRE SPRINKLER SYSTEM SPRINKLER/MODEL TECHNICAL IDENTIFICATION TYPE DATA SHEET NUMBER NUMBER TY2234 Pendentand TFP400 Recessed Pendent, K=4.9 TY4234 Pendent, Recessed, TFP408 and Concealed Pendent, K=6.9 TY1334 Horizontal Sidewall and TFP410 Recessed Horizontal, K=4.2 TY3334 Horizontal Sidewall and TFP415 Recessed Horizontal, K=5.6 TY2284 Flush TFP420 Pendent, K=4.2 TY2384 Flush TFP425 Horizontal Sidewall, K=4.2 TY2596 Concealed Pendent TFP440 Flat Plate, K=4.2 TY3596 Concealed Pendent TFP442 Flat Plate, K=4.9 TY2234 Concealed Pendent TFP450 Domed Plate, K=4.9 TABLE A, SERIES LFII RESIDENTIAL SPRINKLERS General Tyco Fire Products' (TFP) Residential Sprinklers are fast response automatic sprinklers. They are to be used only in wet pipe residential sprinkler systems for one- and two-family dwellings and-, mobile homes per NFPA 1313; 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. This document provides design guid- ance for the Series LFII Residential Sprinklers outlined in Table A. Residential fire sprinkler systems JANUARY, 2006 should only be designed and installed by those competent and completely familiar with automatic sprinkler sys- tem design, installation procedures, and techniques. Several criteria may apply to a given installation and usage of each sprinkler. Consequently, the sprinkler system designer is recom- mended to review and develop a work- ing understanding of the complete list of criteria prior, to initiating the design of a residential fire sprinkler system. WARNINGS The Series LFI/ Residential Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- TFP490 C Page 2 of 20 tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. 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- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Design — Background r The design criteria for Residential Sprinklers begins with the Third Edi- tion of Underwriters Laboratories Inc. UL 1626 dated July 10, 2001 — "Standard for Residential Sprinklers for Fire Protection Service". All TFP Residential Sprinklers are tested and listed under UL 1626 with specific pub- lished spacings, flows, and pressures for each residential sprinkler identified by its sprinkler/model identification number and as detailed in the Techni- cal Data Sheets referenced in Table A. One of the most notable revisions in- corporated into the Third Edition of UL 1626 is the new minimum flow rates that are effective for product manufac- tured after July 12, 2002, which is in- tended for installation in new systems. When establishing a flow rate for UL Listing, the manufacturer must use a minimum required discharge that cor- relates to a 0.05 gpm/ft2. Due to wall wetting requirements, the under- standing is that the density applied at the floor will be less than 0.05 gpm/ft2. Also, the understanding in some cases is that the UL Listed flow rate may be greater than the calculated 0.05 gpm/ft2 to be able to successfully pass the UL 1626 fire tests. Increased flow rates for sidewall type sprinklers is common. The design criteria for residential sprinklers contained in the current NFPA Standards must be followed'ex- cept as modified by the individual UL 1626 listing information provided in the Technical Data Sheets referenced in Table A and this design guide. NOTE The approval of all residential sprinkler designs and installations must be made by the Authority Having Jurisdic- tion (A HJ) for compliance with all gov- ernmental codes and standards. Design — Hydraulics NFPAI3D. The number of design sprinklers shall include all sprinklers within a compartment up to a maxi- mum of two sprinklers where specific UL Listed flows are provided. The minimum required sprinkler flow rate for systems designed to NFPA 13D are given in the Technical Data Sheets referenced in Table A, as a function of temperature rating and the maximum _allowable coverage areas. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is nec- essary to use the minimum required flow for the next largest coverage area. Example No. 1: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 14 ft. x 16 ft. In this case the minimum flow require- ment for a 16 ft. x 16 ft. coverage area must be used. 1 Example No. 2: Assuming the use of a pendent sprinkler, the actual coverage area being protected.is-17 ft. x 17 ft. In this case the minifnum flow require- ment for a 18 ft.�ic 18 ft. coverage area must be used. NFPAI3R. The number of design sprinklers shall include all sprinklers within a compartment up to a maxi- mum of four sprinklers where specific UL Listed flows are provided. The minimum required sprinkler flow rate for systems designed to NFPA 13R are given in the Technical Data Sheets referenced in Table A, as a function of temperature rating and the maximum allowable coverage areas. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is nec- essary to use the minimum required flow for the next largest coverage area. Example No. 1: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 14 ft. x 16 ft. In this case the minimum flow require- ment for a 16 ft. x 16 ft. coverage area must be used. Example No. 2: Assuming the use of a pendent sprinkler, the actual coverage area being protected is 17 ft. x 17 ft. In this case the minimum flow require- ment for a 18 ft. x 18 ft. coverage area must be used. NFPA 13. The number of design sprin- klers is to be the the four most hydrau- lically demanding sprinklers. The mini- mum required discharge from each of the four sprinklers is to be the greater of the following: TFP49O • The flow rates given in the Technical Data Sheets referenced in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. For actual coverage areas less than or between those indicated in the Technical Data Sheets referenced in Table A, it is necessary to use the minimum required flow for the next largest 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. The greatest di- mension of the actual coverage area cannot be any greater than the maxi- mum coverage areas indicated in the Technical Data Sheets refer- enced in Table A. Example No.1: A corridor being pro- tected is 8 ft. wide; consequently, an actual coverage area of 8 ft. x 20 ft. is being contemplated. Based on using the LFII (TY2234) Pendent Residential Pendent Sprinkler, the flow rate pro- vided in TFP400 for a 20 ft x 20 ft. coverage area is 20 GPM. However based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 16 GPM. In this case a minimum flow rate of 20 GPM for this design sprinkler must be utilized. Example No.2: A long narrow room being protected is 12 ft. wide; conse- quently, an actual coverage area of 12 ft. x 20 ft. is -being contemplated. Based on using the LFII (TY2234) Pendent Residential Pendent Sprin- kler, the flow rate provided in TFP400 for a 20 ft x 20 ft. coverage area is 20 GPM. However based on minimum discharge of 0.1 gpm/sq. ft. the flow rate would be 24 GPM. In this case a minimum flow rate of 24 GPM for this design sprinkler must be utilized. Compartment. A compartment is a space that is completely enclosed by walls and a ceiling. The compartment enclosure may have openings to an adjoining space, provided the open- ings have a minimum lintel depth of 8 inches from the ceiling. Sloped Ceilings. For systems de- signed to NFPA 13, 13D, or 13R and where specific UL Listed flows have not been provided for sloped ceilings, consult with the local Authority Having Jurisdiction with regard to the number of "design sprinklers" for sloped ceil- ings having a slope greater than a 2 inch rise for a 12 inch run. TFP490 ` 12 60° 56° 53-150- 46° 45° 11 580 540 51° 48° 45° 420 59° 550 510 480 450 420 400 10 9 560 52° 48° 45° 420 390 370 U) 8 58° 53° 490 450 420 39° 360 340 = 7 U 60° 54° 490 45° 41° 380 350 32° 300 z L1 6 56° 50° 45° 41° 37° 34° 310 290 270 5 590 510 450 400 360 320 290 270 24° 230 4 63° 45° 39° 34° 30° 27° 24° 22° 200 180 56° 45° 37° 310 270 23° 21° 18° 170 150 14° 3 45° 34° 27° 22° 18° 16° 14° 13° 11° 100 90 2 1 450 27° 18° 14° 110 90 80 7° 60 60 50 50 1 2 -3 4 5 6 7 8 9 t0 11 12 ' RUN, INCHES TABLE B RISE OVERRUN CONVERSION TO DEGREES OF. SCOPE Design — Sprinkler Location When locating Residential Sprinklers, Sprinkler Spacing, Obstruction To Water Distribution, Heat Sensitivity, Preventing Cold Soldering, and Prox- imity To A Heat Source must all be considered. Table B provides a conversion of "Rise Over Run" that is a conventional method of defining slope in architec- tural drawings to "Degrees Of Slope" as used in this guideline. Sprinkler Spacing Under Horizontal Ceilings (Up to 9 degrees of slope). Residential sprinklers are utilized for various maximum spacings in accord- ance with minimum flows and pres- sures. Typical coverage areas for pen- dent sprinklers are 12 ft. x 12 ft. up to 20 ft. x 20 ft., and typical coverage areas for horizontal sidewall sprinklers are 12 ft. x 12 ft. up to 16 ft. x 20 ft. Refer to the Technical Data Sheets referenced in Table A for coverage areas, and refer to Figure 1 for Spac- ing Rules Under Horizontal Ceil- ings. Understanding the intended area of coverage while using this guide is critical. Always remember that the spacing of sprinklers under horizontal ceilings with slopes greater than 0 degrees (i.e., non -level) is measured along the slope when determining distance off of walls and between sprinklers. Sprinkler Spacing Under Sloped Ceilings (10 to a 60 degrees of slope). Residential sprinklers are util- ized for various maximum spacings in accordance with minimum flows and pressures. Typical coverage areas for pendent sprinklers are 12 ft. x 12 ft. up to 20 ft. x 20 ft., and typical coverage areas for horizontal sidewall sprinklers are 12 ft. x 12 ft. up to 16 ft. x 20 ft. Refer to the Technical Data Sheets referenced in Table A for coverage areas, and refer to Figure 2 for Spac- ing Rules Under Sloped Ceilings. Understanding the intended area of coverage while using this guide is criti- cal. Always remember that the spacing of sprinklers under sloped ceilings is measured along the slope when deter- mining distance off of walls and be- tween sprinklers. Obstruction To Water Distribution. Location with respect to obstructions to water distribution are addressed by Figure 3. If a sprinkler water distribu- "-tion pattern is obstructed, the obstruc- tion is to be considered the maximum distance of coverage for a given sprin- kler and additional sprinklers beyond the obstruction will be necessary. Page 3 of 20 Because of the varied nature of resi-, dentia) type construction, there will be some compartment designs that can- not be fully sprinklered in accordance with the recommendations of NFPA 13, 13D, or 13R. In the event of this condition, consult with the Authority Having Jurisdiction. Appendix material in NFPA 13D and 13R references the evaluation of cer- tain small areas. Small areas created by architectural features such as planter box -windows, bay windows, and similar features can be evaluated as follows: (a) Where no additional floor space area is created by the architectural feature, no additional sprinkler protec- tion is required. (b) Where additional floorspace is cre- ated by an architectural feature, no additional sprinkler protection is re- quired, provided all of the following conditions are met: •The floor area does not exceed 18 sq. ft. • The floor area is not greater than 2 ft. in depth at the deepest point of the architectural feature to the plane of the primary wall where measured along the finished floor. • The floor is not greater than 9 ft. in length where measured along the plane of the primary wall. Measurement from the the deepest point of the architectural feature to the sprinkler should not exceed the maxi- mum listed spacing of the sprinkler. The hydraulic design is not required to consider the area created by the archi- tectural feature. Figure 4 provides guidance for posi- tioning of pendent and horizontal side- wall sprinklers with respect to obstruc- tions along a wall, and in the case of pendent sprinklers the positioning of sprinklers on both sides of a continu- ous obstruction located at the ceiling. Consideration must be given to the size of the obstruction, as well as the allowable deflector -to ceiling distance. Heat Sensitivity. Sensitivity to heat is critical for prompt operation of a resi- dential sprinkler for a fire condition. The Technical Data Sheets referenced in Table A provide the allowable sprin- kler deflector -to -ceiling distances. Residential sprinklers are to be in- stalled beneath smooth flat ceilings as defined by NFPA 13. NOTE Special consideration, such as in- creasing the number of design sprin- klers being hydraulically calculated, 0 A- UP TO ONE HALF THE' MAXIMUM SPRINKLER SPACING (SEE, . TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE. COVERAGE AREA.BEING' HYDRAULICALLY CALCULATED. B - MINIMUM 4". C - UP TO THE MAXIMUM SPRINKLER WIDTH (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. D - MINIMUM 8'-0". E - UP TO THE MAXIMUM SPRINKLER LENGTH (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED... O SIDEWALL SPRINKLER. NOTE Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 degrees to 9 degrees, must be located per one of the following: Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. Locate the sprinklers along the slope and positioned to discharge across the slope. FIGURE 1 — PART 1 of 2 SPRINKLER SPACING UNDER HORIZONTAL CEILINGS — SIDEWALL SPRINKLER — must be given to installations where continuous obstructions to heat flow are present (e.g., beams, lintels, etc.). Under a sloped ceiling, the residential sprinkler(s) located at the highest ele- vation must not be located more than 3 feet measured vertically down from the peak. Preventing Cold Solder. A minimum distance between residential sprin- klers to prevent cold soldering (i.e., the wetting from an operated sprinkler onto an unoperated sprinkler that could prevent its potential to operate if needed) must be maintained. mum distance between residential sprinklers to prevent cold soldering is 8 feet. Sloped ceilings, however, present more of a cause for concern for cold soldering, since the elevation of one sprinkler may be higher than another, resulting in a different distribution pat- tern than that of a horizontal ceiling condition. Figure 2 for Spacing Rules Under Sloped Ceilings addresses the minimum acceptable distance under various sloped ceiling conditions that will take into account the prevention of cold soldering. Under horizontal ceilings, the mini- One solution to prevent cold soldering is to stagger the sprinklers so that the distance between two sprinklers is in- creased. In some case, baffles can be located midway between two closely located sprinklers to prevent cold sol- dering. Proximity To A Heat Source. Sprin- klers must -be located so as to prevent an inadvertent operation due to expo- sure of normal heat sources. Location with respect to exposure of heat sources other than fire that may cause an inadvertent operation of a residen- tial sprinkler is addressed by Figure 5. TFP490P- Page 5 of 20 A B Ar. A B B B A A PLAN 1 G PLAN 1 H FIGURE 1 — PART 2 of 2 SPRINKLER SPACING UNDER HORIZONTAL CEILINGS — PENDENT SPRINKLERS — 'l• - UP TO ONE HALF THE A AA A B B B MAXIMUM SPRINKLER - SPACING (SEE - q A TECHNICAL DATA 900 BB SHEETS REFERENCED IN TABLE A) FOR THE A (TYP) B . COVERAGE AREA BEING .HYDRAULICALLY PLAN 1A PLAN 1B CALCULATED. B - MINIMUM 4". A A A C A C- UP TO THE MAXIMUM B B B p B SPRINKLER SPACING (SEE TECHNICAL DATA A A SHEETS REFERENCED. 1 B B IN TABLE A) FOR THE COVERAGE AREA BEING C C HYDRAULICALLY D p CALCULATED. D - MINIMUM 8'-0". + PENDENT SPRINKLER. A A A B Ar. A B B B A A PLAN 1 G PLAN 1 H FIGURE 1 — PART 2 of 2 SPRINKLER SPACING UNDER HORIZONTAL CEILINGS — PENDENT SPRINKLERS — 'l• Page 6 of 20, A TFP490 BACK WALL B / \,c A D D �/ '� E E E E PENDENT SPRINKLERS SIDEWALL SPRINKLERS ELEVATION ELEVATION A—. MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. G B MAXIMUM: THE MAXIMUM -,SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. MINIMUM: 8'-0" C — MAXIMUM: 3'-0" D — RANGE: 100 — 60° CEILING ANGLE.. E — MINIMUM: 4" FIGURE 2 — PART 1 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — MULTIPLE SPRINKLERS ON SAME SLOPE AND DISTANCE OFF WALLS — TFP490 Page 7 of 20 B B A A C AA C BACK - WALL D `` D D D E E PENDENT SPRINKLERS SIDEWALL SPRINKLERS ELEVATION �) ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. B - MAXIMUM: THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A). FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED. MINIMUM: 8'-0" C - MAXIMUM: 3'-0" D - RANGE: 100 - 60° CEILING ANGLE. E - MINIMUM: '8'-0" FIGURE 2 — PART 2 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES — c Page 8 of 20 1 0 TFP490 PER A A A PER PER- 'A A A PER GRAPH � j— GRAPH GRAPH —� /---GRAPH A B A B A B A B G } D D D. D BACK PENDENT SPRINKLERS SIDEWALL SPRINKLERS WALL ELEVATIONELEVATION MAXIMUM:ONE HALF THE MAXIMUM SPRINKLER SPACING (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE HYDRAULICALLY 1 WHEN THERE ARE NO SPRINKLERS ON THE LEVEL CEILING 1 .1 0 CEILING ANGLE.e ■rrr■■■■■■■/rr■■■■r■■■■■r■■■/r■■■■■r■■■... . _j uJ wLL ■■■■■ ■tssttssst■ttsstttts■sstttW ttssttssssstsss■ ■■ssttsssstsssssstss■tttttssssttsstsststt■ ttttttttttttttttttttrttt■rttt■■■■■■■■• uu • ■u.0■rrr■r■u■66E.toutut• ■■utuututttttttttru■■uu■■ro/uu■uut• ■■ ■stssttttstssttttsstssttststtt ttttttttttttttttttt■ rtttttttttttt■■tttttttttttttttttttttttttttttt11111 ■■ttttttttttttttttttttttttttttttttttttttttttttttt■ u■u■uu■uuuuruu■■uuuuruuruu■■u■■ 1 15 20-1 35 • 1 45 50 55 .1 CEILING ANGLE 'C', DEGREES(0) GRAPH A tstsststtsssstetsssttsssttsst■ tst��__..tsIlls SPRINKLER ist■ ■tttttttstttttttttttttttttstt■ .■sttstttsIlls st■ ■tssstssstssststssssssssssstss iisssssssstssst ■tssttsssstsststsssttsststt�-. ■sstssstsstsst■ rrrrr■tttr/tttttrt■■t■rt.:.rGttttrtttrttttrttttt/■SPACING ttrttttttt/tttttrrttt�-rrrrr■ t...-- ■■■■■ (SEE TECHNICAL ■ssssttsstttsstssss■-risttttss■tsitiii------ ■tsstsststtsststs■-■isststt�- itsssttsssttss■ ■tttttt/ttttt/t■ �itt/tt� .tii ttstttsssttsst■ tstsssstsstss•-rGtsstt� tGssssttssstssssssstttsst■ DATA SHEETS ■//////////t�.ittt■■��ritttttrtttt/tttrrtttr/ttt■r ■■ttt■ttt■t•.r■tt■t�.ttttttttttttttREFERENCEDIN ttttttttttttttt■ ■tst■■■■ss.■■sts..■ttssst■tsttttsIIIsstststtsssstsss■ tssttttst�.rrrrr:Ott■ttssttsttttsttttstttttttststtt • ■tstttts•rtttr.ts■tttttt■tststssttttsttttststtttttfill TABLE ■ttttttt'Ittt/�ttttttttttttttt■ttttttttttttttttttt■ ■///■t■rrr■tett■■t■■tttttttttrttttttttrtttrtttrr■■ HYDRAULICALLY ■tt■■trrt■rpt■■ttttttttttttttttttttttttttt�- ■//■ tsstttr.■ss�.■ttstsssstsssttsssttsssstsst�-.tiiitss■ . ■ttttr�t■rrrrr/////■tttttttttttttttst�.titttttttt■ ■tsttr.tsr.tttttttttttsstttttt■ .tstttttttsst■ • tssss�ts►.tssstttstttssssttstst ittttttttttttt■ ■trtrtt�rttttttrtttttrttttttt■ ■trttt■ettttttt 1 ■tttitr�ttttttttttttttttttttt■ tttttttttttttt■ ■ss►ttr.tsttsssstsssstssstsss�: tttttttttttttt■ ■■rpt►rsssststttttsstssstssi�ttsssstsssttsst�--..■ • tsr.■•isssttststtsssttsssst�rtetssstsssss■ ;./tits■ �irr.■sssttttsstsstttstt■:isstttssstt��-rissstsss■ �t.rrrttttr■r/ttt■/tt■:r■rttt t..rGtrtttrtttr • r:�ttttssstttsttts■�".ttttstt■ .tttttstttttttt .tssttsssttstst�--.tiststtt■■� • ■ssssssststsss■ ■.■■■■■■■■■.■■■■■■■■■tssiietstttstttttsttsttttsttt tsssttsssstssssttssstssstsssssssssttsssttsssstsss■ • 1 15 20 25 30 35 • 1 45 50 • 1 CEILING ANGLE 'C', DEGREES(-) GRAPH B SPRINKLER SPACING UNDER SLOPED SPRINKLERS LOCATED • • ' I / SLOPE TFP490 - Page 9 of 20 A A A PER PER GRAPH A GRAPH A A E E BACK PENDENT SPRINKI FRS WALL ELEVATION ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING FIGURE 2 — PART 4 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — NON-SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES — - c; (SEE TECHNICAL DATA SHEETS REFERENCED TABLEIN O. THE COVERAGE AREA BEING • / -• 1 -•100 - 4SO CEILING ANGLE. SPRINKLER SPACING 1111111111111 1 Ll Ll I 1.10r] I I (SEE TECHNICAL Li DATA SHEETS uj Lu .3 (b) ic; HYDRAULICALLY U- CALCULATED: v.■s■■■■■■■•.■■■■►i■■■■r.■■■ ■■■ / 15 20 25 30 35 •1 • CEILING ANGLE, DEGREES(-) (e) 12' - USE THE GREATER OF • ANGLE 'D' . , FIGURE 2 — PART 4 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS — NON-SYMMETRIC SPRINKLER LOCATIONS ON OPPOSING SLOPES — - c; Page 10 of 20 - TFP490 1 0 B B 10 15 20 25 30 35 40 45 50 55 60 CEILINGANGLE'C', DEGREES(0) GRAPH A FIGURE 2— PART 5of6 SPRINKLER SPACING UNDER SLOPED CEILINGS —PENDENT SPRINKLERS LOCATED AT PEAK - i� 10 9 F- w 8 D D PENDENT SPRINKLERS 7 ELEVATION A - MAXIMUM: ONE HALF THE MAXIMUM SPRINKLER SPACING 6 (SEE TECHNICAL DATA SHEETS REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING 5 HYDRAULICALLY CALCULATED. B - MAXIMUM: UP TO ONE HALF THE M AVIUM SPRINKLER -SHEETS 3 SPACING (SEE TECHNICAL DATA REFERENCED IN TABLE A) FOR THE COVERAGE AREA BEING HYDRAULICALLY CALCULATED OR AS RESTRIGTED BY GRAPH A. C - RANGE: 100 - 60° CEILING ANGLE. D - MINIMUM: 8'-0" 10 15 20 25 30 35 40 45 50 55 60 CEILINGANGLE'C', DEGREES(0) GRAPH A FIGURE 2— PART 5of6 SPRINKLER SPACING UNDER SLOPED CEILINGS —PENDENT SPRINKLERS LOCATED AT PEAK - i� 10 9 F- w 8 J lJJU- Zm 7 X�NU 2wOQ 6 c/) 0 5 4 3 10 15 20 25 30 35 40 45 50 55 60 CEILINGANGLE'C', DEGREES(0) GRAPH A FIGURE 2— PART 5of6 SPRINKLER SPACING UNDER SLOPED CEILINGS —PENDENT SPRINKLERS LOCATED AT PEAK - i� TFP490 Page 11 of 20 SIDEWALL SPRINKLERS A A - MAXIMUM: UP TO THE MAXIMUM SPRINKLER COVERAGE. AREA LENGTH (SEE°TECHNICAL DATA SHEETS REFERENCED II\fTABLE A) FOR THE COVERAGE AREA BEING -HYDRAULICALLY CALCULATED. B - RANGE: 100 - 45° CEILING ANGLE. n FIGURE 2• --PART 6 of 6 SPRINKLER SPACING UNDER SLOPED CEILINGS —SIDEWALL SPRINKLERS LOCATED AT PEAK- Page 12 of 20 O H GRAPH A H / GRAPH A V GRAPH A ELEVATION V GRAPH A C i H H GRAPH A GRAPH A- BACK ' WALL V* V* GRAPH A GRAPH A TFP490 H GRAPH A H GRAPH A V BACK GRAPH A WALL * TO TOP OF ELEVATION V DEFLECTOR ,, GRAPH A 8 . Z F- 6 w Ow ¢ u. = J J 4 Q U� Q Y �U U)a Es m 2 amu, � i i i i�rrrr 0 2 4 6 8 10 12 14 16 18 20 SIDEWALL PLAN OF SPRINKLER COVERAGE LENGTH, FEET SPRINKLER GRAPH A FIGURE 3 — PART 2 of 2 SIDEWALL SPRINKLER POSITIONING TO AVOID OBSTRUCTION TO WATER DISTRIBUTION TO THE SIDE AND TO THE FRONT OF THE SIDEWALL SPRINKLER TFP490 -- r Page 13 of 20 OBSTRUCTION CEILING OBSTRUCTION CEILING WALL A A D A PENDENT SPRINKLERS MAY A >_ (D - 8") + B BE LOCATED ON OPPOSITE , D <_ 30" SIDES OF AN OBSTRUCTION NOT EXCEEDING 4 FEET IN WIDTH - OBSTRUCTIONS LOCATED PROVIDING THE DISTANCE AGAINST THE WALL AND FROM THE CENTERLINE OF WHERE "D" IS LESS THAN THE OBSTRUCTION TO THE OR EQUAL TO 30 INCHES SPRINKLERS DO NOT EXCEED IN WIDTH ARE PERMITTED ONE HALF THE MAXIMUM TO BE PROTECTED WHEN SPRINKLER SPACING "A" "A" IS GREATER THAN .(SEE TECHNICAL DATA OR EQUAL TO "D" SHEETS REFERENCED MINUS 8 INCHES IN TABLE A) PLUS "B" O L ELEVATION ELEVATION FIGURE 4 PART 1 of 2 ` POSITIONING OF PENDENT SPRINKLERS WITH RESPECT TO OBSTRUCTIONS ALONG A WALL OR CONTINUOUS OBSTRUCTIONS AT THE CEILING TO AVOID OBSTRUCTION TO WATER DISTRIBUTION TOP OF TOP OF SPRINKLER SPRINKLER CEILING DEFLECTOR CEILING DEELECTOR SOFFIT SOFFIT ALLOWABLE 41NCHES DEFLECTOR -TO- MAXIMUM CEILING DISTANCE MINIMUM MAXIMUM (SEE TECHNICAL WALL DEFLECTOR -TO- DEFLECTOR -TO- WALL DATA SHEETS, CEILING DISTANCE CEILING DISTANCE REFERENCED (SEE TECHNICAL (SEE TECHNICAL 8 INCHES IN TABLE A) DATA SHEETS DATA SHEETS MAXIMUM REFERENCED REFERENCED IN TABLE A) IN TABLE A) ELEVATION ELEVATION FIGURE 4 — PART 2 of 2 POSITIONING OF HORIZONTAL SIDEWALL SPRINKLERS WITH RESPECT TO OBSTRUCTIONS ALONG A WALL TO AVOID OBSTRUCTION TO WATER DISTRIBUTION Page 14 of 20 TFP490 I Temperature C RAD A. To prevent the possible release of a Residential Sprinkler's heat responsive element, due to exposure to heat sources other than abnormal fire, ordinary temperature classification (135°F -170°F temperature rating) Residential Sprinklers are only to be installed where the maximum (non -fire) temperature will not exceed 100°F/38°C; and intermediate temperature classification ` (175°F -225°F. temperature rating) Residential Sprinklers are to be installed 4, where the maximum (non -fire) temperature will be, from 101 °F/39°C to 150°F/66°C. B. The sprinkler system piping must NOT be run through heating ducts, or . connected to the domestic hot water system. * C: When installing Residential Sprinklers in the locations listed below, use the indicated temperature classification; ELEVATION A B YP.) NT SOF -ACE X SPRINKLERS MUST BE LOCATED D (TYR TO FLUES) OUTSIDE OF .' Location Classification 1. Where they will be exposed to the rays of the sun passing through glass or plastic skylights. Intermediate 2. In unventilated attics or in an unventilated - C 2'-0" 1'-0' concealed compartment under an uninsulated roof, where the maximum ambient temperature Intermediate E (ALL does not exceed 150°F/66°C. AROUND) 3. Proximity to Less than Within 3 to 6 inches Intermediate exposed light 250 Watts :6 inches or more-, Ordinary fixtures. 250-499 Within 6 to 12 inches Intermediate Watts 12 inches or more Ordinary 4. Proximity to uninsulated Within 9 to 18 inches Intermediate heating duct. 18 inches or more Ordinary 5. Proximity to uninsulated Within 6 to 12 inches Intermediate 12 inches or more Ordinary hot water pipe. 6. As specified in the adjacent illustrations in Figure 5, Parts 1 and 2. ELEVATION A B YP.) NT SOF -ACE X SPRINKLERS MUST BE LOCATED D (TYR TO FLUES) OUTSIDE OF Sprinkler Temperature Classification Ordinary Intermediate SHADED 5'-0" T-0' B AREAS C 2'-0" 1'-0' D 1'-6" 0'-9' E (ALL 0'-6" 0'-3- AROUND) PLAN Dim.. Sprinkler Temperature Classification Ordinary Intermediate A 5'-0" T-0' B T-0" 1'-0' C 2'-0" 1'-0' D 1'-6" 0'-9' E 0'-6" 0'-3- FIREPLACE FIGURE 5 — PART 1 of 2 PROXIMITY TO HEAT SOURCES ELEVATION FURNACE OR WATER HEATER �.F TFP490 r Page 15 of 20 ELEVATION COAL OR WOOD BURNING STOVE• RAD. (TYP. F ) Dim. Sprinkler Temperature Classification Ordinary Intermediate F3'-6" 1'-0" G3'-6" 1'-0" H3'-6" 1'-0" J2'-0" 1'-0" K 2'-0" 1'-0" L3'-0" 1'-6" M 2'-0" 1'-0" N1'-6" ' 0'-9" P j _g" 0'_9" FIGURE 5 —PART 2 of 2 PROXIMITY TO HEAT SOURCES PLAN CEILING MOUNTED HOT AIR DIFFUSER ' '. .I L mak- M (TYR) PLAN i WALL MOUNTED HOT AIR DIFFUSER Page 16 of 20 Design — Beam Ceilings Residential occupancies with horizon- tal ceilings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams may be sprinklered as follows: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 6, (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. 7A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to center of the nearest beam and from center 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. 7B). 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. 7C). 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. 7C). 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 LFII (TY2234), 155F and 175F, Pendent and Recessed Pendent Residential Sprinklers; and, Series LFII (TY2284), 162F, Flush Pendent Residential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in Technical Data Sheets TF400 and TFP420 for "Horizontal Ceilings" are to be applied. :I Sprinkler Position. The deflector to bottom of primary beams.for the Series LFII (TY2234) Pendent Sprinklers or Series LFII (TY2234) Recessed Pen- dent Sprinklers is to be 1-1/4 to 1-3/4 inches (Fig. 6A). The vertical center- line of the Series LFII (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 66). The bottom of heat collector to bottom of primary beams for the Series LFII (TY2284) Flush Pendent Sprinklers is to be 23/32 to 1-3/32 inches (Fig. 6C). The vertical centerline of the Series LFII (TY2284) Flush Pendent Sprin- klers is to be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Fig. 6D). 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 LFII (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.8). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per TFP490 A XZ <� E E Lnco av c TY2234 B a z E E "IIq M MAXIMUM TY2234 ONE-HALF BEAM WIDTH PLUS 2" (50,8 mm) C a E E N N Q N FLUSH TY2284 POSITION D EE E E cD M �6 N N N c?� N MAXIMUM TY2284 ONE-HALF BEAM WIDTH PLUS 2" (50,8 mm) FIGURE 6 SPRINKLER POSITIONING UNDER BEAMS TFP490 ALL FIGURES: DISTANCES ARE MEASURED TO COMPARTMENT WALL FACES AND TO CENTERLINES OF BEAMS PRIMARY BEAM AA—A� COMPARTMENT WALLS 14" (356 rhrn) MAXIMUM FIGURE 7A PRIMARY BEAM SPANS UP TO 20'-0" (6,1 m) A- SECONDARY BEAM PRIMARY BEAM COMPARTMENT WALLS SECONDARY BEAM PRIMARY* BEAM Page 17 of 20 A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM DEPTH 20'-0" (6,1 m) MAXIMUM FIGURE 7B PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) —A --— A A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY.BEAMS HAV- C ING A 14" (356 mm) MAXIMUM DEPTH C C = 3'-4" (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS — or— C =ANY DISTANCE FOR SEC - REFER TO ONDARY BEAMS HAVING FIGURE 713 COMPARTMENT �.. y ` DEPTHS UP TO 25% OF FOR SPANS WALLS PRIMARY BEAMS EXCEEDING FIGURE 7C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 7 PERMITTED BEAM ARRANGEMENTS A = 3'-4" to 6'-0" (1,0 to 1,8 m) B` FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM B DEPTH B = 20'-0" (6,1 m) MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN DEPTH TO PRIMARY BEAMS AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20'-0" (6,1 m) FIGURE 7B PRIMARY BEAM SPANS GREATER THAN 20'-0" (6,1 m) —A --— A A = 3'-4" to 6'-0" (1,0 to 1,8 m) FOR PRIMARY.BEAMS HAV- C ING A 14" (356 mm) MAXIMUM DEPTH C C = 3'-4" (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS — or— C =ANY DISTANCE FOR SEC - REFER TO ONDARY BEAMS HAVING FIGURE 713 COMPARTMENT �.. y ` DEPTHS UP TO 25% OF FOR SPANS WALLS PRIMARY BEAMS EXCEEDING FIGURE 7C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 7 PERMITTED BEAM ARRANGEMENTS O 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. 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. FIGURE 8 G� BEAM AND SOFFIT ARRANGEMENTS Ins to/l.a t%®n The Series LFII Residential Sprinklers must be installed in accordance with the applicable Technical Data Sheet referenced in Table A. TFP490 * USE DISTANCES SHOWN IN FIGURES 7A, 7B & 7C, EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES Care and Maintenance The Series LFII Residential Sprinklers must be maintained and serviced in accordance with the applicable Tech- nical Data Sheet referenced in Table A. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion 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. 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. TFP49O 1 b 0 Limited Wawa' My Products manufactured by Tyco Fire & Building PPoducts...(TFBP) are war- -ranted solely to the original Buyer for Y 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 fora par- ticular purpose, .This limited warranty sets forth the ez- 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. u Page 19 of 20 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet.. General Technical Descripti®n Data Tyco Fire & Building. Products (TFBP) Sizes BlazeMaster CPVC Pipe and Fittings 3/4" to 3" are designed exclusively for use in wet pipe automatic fire sprinkler systems. Maximum Working'Pressure They are made from a specially devel- ' 175 psi oped thermoplastic compound Com- Approvals �2 posed of post chlorinated polyvinyl UL, FM, CUL, NSF, Dade :County,, chloride (CPVC) resin and state of the LPCB, MEA, and the City of Los Ange- art additives. TFBP BlazeMaster les. (Refer to'IH-1900r'Rev. 0, Janu- CPVC products are easier to install ary 2005 "InstallaFfion, Instruction & than traditional steel pipe systems, . Technical Handbook" for exact list - and at the same time, provide superior, ing/approval 'information.) heat -resistance and strength as com- pared to traditional CPVC and PVC Manufacture Source piping materials used in the plumbing: - U.S.A: trade. Various adapters are available Material - to connect CPVC pipe to metallic pip --Pipe: ing. All female pipe thread adapters ASTM F442, SDR 13.5 have -.-brass inserts for durability. Fittings: ASTM F438 (Sch. 40) and Groovd adapters connect directly to ASTM F439 (Sch. 80), ASTM F1970 grooved end valves and metallic pipe, -Color ' . with flexible' grooved end couplings. Orange WARNING Tyco. Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings . . described 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 otherauthorities hav- ing jurisdiction. Failure to do so may impair the.performance.of these de - e-vices. vi ces. 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. , Page 1 of 6 BlazeMasterO is,a registered trademark of Noveon. IP Holding Corp. TFP1915 Page 2 of 6 r t. TFP1915 NOMINAL AVERAGE AVERAGE WEIGHT WATER FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. Ibs./ft. Ibs./ft.• PER LIFT Ibs. 3/4" 1.050" 0.874" 0.18 0.44 7875 1339 1" 1.315" 1.101' 0.26 0.67 5040 1320 1-1/4" 1.660" 1.394" 0.42 T.08, 28354 '" 1191 1-1/2? 1.900" 1.598" 0.54 1.41 2205 1213 2"1260 a 2.003" 0.84" 2.20 1260 1084 2-1/2" 2.875" 2.423" 1.26 3.26 1215 1531 3" 3.500" 2.952" 1.87 4.83 720 1344 Installation Tyco *'Fire and Building Products (TFBP) BlazeMaster CPUC Pipe and Fittings are to be installed in accord- ance with IH -1900, Rev. 0, January 2005 "Installation Instruction &Techni- cal Handbook". FIGURE 1 — PIPE DIMENSIONS Care and Maintenance 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 th.e"standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. 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. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. U TFP1915 ,-. Page 3 of 6 FITTING TYPE PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT NUMBER (T/O) (Ib.) TEE 80000 3/4" 5/8" 40 0.11 T/O 80001 1' 11/16" 40 0.19 80002 1-1/4" 7/8" 40 0.26 80003 1-1/2" 1-1/16" 80 0.51 80004 2" 1-3/8" 80 0.90 80005 2-1/2" 1-9/16" 80 1.59 T/O T/O 80006 3" 1-13/16" 80 2.41 XxYxZ X Y Z 80132 3/4" x 3/4" x 1' 3/4' 3/4" 5/8" 40 0.14 80133 1" x 3/4' x 3/4' 9/16" 9/16" 3/4" 40 0.14 80134 1" x 3/4"x 1" 3/4' 11/16" 3/4" 40 0.17 80260 1" x 1' x 3/4" 5/8" 5/8" 13/16" 40 0.16 80135 1-1/4"x 1'x 3/4" 5/8" 5/8" 15/16" _ 40 0.21 80136 1-1/4' x 1"x 1' 3/4" 3/4" 15/16" 40 0.22 80137 1-1/4"x 1' x 1-1/4" 15/16" 15/16" 7/8" 40 0.26 REDUCING TEE 80261 1-1/4" x 1-1/4"x 3/4" 5/8" 5/8" 7/8" 40 0.23 Z 80262 1-1/4" x 1.1/4" x 1" 3/4" 3/4" 7/8' 40 0.26 /O 80138 1-1/4" x 1-1/4'x 1-1/2" 1" 1" 1' 80 0.43 19-T 80140 1-1/2"x 1-1/4" x 3/4" 9/16" 9/16" 1" 80 0.36 80141 1-1/2"x 1-1/4" x 1" 9/16" :. 9/16" 1-1/16" 80 0.38 . 80263 1-1 /2" x 1-1 /2" x 3/4' 9/16" 9/16", 1 " 80 0.36 ° X Y 80264. 1-1/2" x 1-1/2'x 1" 9/16" 9/16" 1-1/16" 80 0.38 TT/O 80275 1-1/2"x 1-1/2" x 1-1/4' 7/8" 7/8" 1" 80 0.45 T/O 80265 2" x 2' x 3/4" -` 3/4" 3/4" 1-3/8" 80 0.61 80266 2"x 2' x 1" 7/8" 7/8" 1-3/8" 80 0.66 80274 2" x 2' x 1-1/4' 1-1/16" 1-1/16" 1-3/8" 80 0.74 80267 2"x 2"x 1-1/2' 1-1/8' 1-1/8" 1-3/8" 80 0.78 80271 2-1/2" x 2-1/2" x 1' 1-9/16" 1-9/16" 1-9/16" 80 1.43 80272 2-1/2" x 2-1/2" x 1-1/4' 1-9/16" 1-9/16" 1-9/16" 80 1.46- 80273 2-1/2" x 2-1/2" x 1-1/2" 1-9/16" 1-9/16" 1.9/16" 80 1.48- 80276 2-1/2" x 2-1/2" x 2" 1-9/16" 1-9/16" 1-9/16" 80 1.50 80270 3" x 3' x 1-1/2' . 1-13/16" 1-13/16" 1-13/16" 80 2,28 80268 3" x 3' x 2" 1-13/16" 1-13/16" 1-3/4" 80 2,25 80269 3" x 3" x 2-1/2" 1-13/16" 1-13/16" 1-13/16" 80 2.44 CROSS & REDUCING CROSS 80009 3/4" 9/16" 40 0.13 T/O 80010 1' 11/16" 40 0.23 80011 1-1/4" 15/16" 40 0.34 80012 1-1/2" 1-1/16" 80 0.67 80013 2' 1-5/16" 80 1.00 80014 2-1/2" 1-9/16" 80 1.91 T/O 80008 3' 1-13/16" 80 2.89 T/O T/O 80015 1" x 1' x 3/4' x 3/4" 7/8" 40 0.28 Page 4 of 6 y t, I!' TFP1915 FITTING TYPE PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT NUMBER (T/0) (Ib.) 45" ELBOW 80050 3/4" 3/8" 40 0.08 T/O 80051 1" 3/8" 40 0.11 80052 1-1/4" 3/4" 40 0.20 80053 1-1/2" 1/2' 80 0.31 T/01 80054 2" 3/4"' 80 0.56 80055 2-1/2" 13/16" 80 0.89. 80056 3" 1 " 80 1.19 80075 3/4" 1/8" 40 0.07 COUPLING & 80076 1" 1/8" c 40 0.11 REDUCING COUPLING 80077 1-1/4" 3/16" 40 0.12 80078 1-1/2" 3/16" 80 0.25 80079 2" 3/16" 80' 0.38 80080 2-1/2' 1/4" 80 0.67 T/O 80081 3" 3/16" 80 0.91 80220 1" x 3/4" 1/8" 40 0.08 80200 1" x 3/4" 7/16" 40 0.04 80201 1-1/4" x 3/4" 1/2" 40 0.11 80202 1-1/4"x 1" 5/16" 40 0.12 80203 1-1/2"x 3/4" 5/8" 80 0.16 80204 1-1/2" x 1" 1/2" 80 0.14 REDUCER BUSHING 80205 ? e 1-1/2" x 1-1/4" 3/8*" 80 0.17 80206 80207 80208 2" x 3/4" 2'x 1" 2" x 1-1/4" 13/16" 11/16" " 9/16" 80 80 80 0.27 0.26 0.24 80209 2'x 1-1/2" ! 7/16" 80 0.19 -I T/O 80215 2-1/2" x 1 15/16" 80 0.42 80214 2-1/2"x 1-1/4" 13/16" 80 0.45 80213 2-1/2" x 1-1/2" 80 0.46 80211 2-1/2" x 2" 5/8" ' M 80 0.29 80210 3" x 2" 3/4" 80 0.72 80212 3" x 2-1/2" 1/2" 80 0.47 . CAP 80100 3/4" 5/16" 40 0.04 80101 1 ° _ 3/8" 40 0.06 80102 1-1/4" 7/16" 40 0.10 80103 1-1/2" 11/16" 80 0.20 80104 2" 5/8" 80 0.31 T/O II- 80105 2-1/2" 7/8" 80 0.58 80106 3" 1" 80 0.88 u TFP1915 Page 5 of 6 FITTING TYPE PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD WEIGHT NUMBER (T/0) . (lb.) SPRINKLER HEAD ADAPTER 80 1 75E 80176E 3/4" x 1/2" NPT 1"x 1/2" NPT 7/16" 7/16" 80 80 0.20 0.22 1 ;T10 80175WL 3/4" x 1/2" NPT 7/16" 40 0.16 80179 1 x 3/4* NPT 13/16" 40 0.43 SPRINKLER HEAD ADAPTER 80175W 3/4"x 1/2" NPT 1/2" '40 0.19 80176W Vx 1/2" NPT 1/2" 40 0.18 T/O SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 3/4" x 1/2" NPT 1/2" 40 0.16 80178 1" x 1/2" NPT 9/16" 40 0.20 4-�T/o 80180 1" x 3/4" NPT 7/8" 40 0.40 FEMALE ADAPTER 80142 3/4" x 3/4" NPT 13/16" 40 0.41 80145 Vx 1" NPT 7/8" 40 0.63 80146 1-1/4" x 1-1/4" NPT 1-1/8' 40 1.03 80147 1-1/2"x 1-1/2' NPT 1-.3/8" 80 1.42 80148 2' x 2- NOT 1-11/16" 80 2.66 MALE ADAPTER 80157 3/4" x 3/4" NPT 1-5/16" 40 0.33 T/O 80158 Vx 1" NPT 1-3/8" 40 0.56 xxyxz x Y Z s� Page 6 of 6 Y fl 'l TFP1915 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T/O) (Ib.) BACK-TO-BACK TEE X x Y x Z X Y, Z X T/O yffi�l_ 80459 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.48 Z 14TT/co 80460 1" x 1/2" NPT x 1/2" NPT 5/8" 1-3/16" 40 0.46 T/O BACK-TO-BACK CROSS X x Y x Z x W X, Y Z, w X T/O Z ., W 80462 1 ° x 1" x 1/2" NPT x 1/2° NPT 5/8" 1-3/16" 40 0.46 Yin 80463 1"x 1" x 1/2" NPT x 1/2" NPT 5/8" 1-5/16" 40 0.47 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 foraa�r- ti . ular 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. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 U r „ r �A flx� - Af4r . va O a W 11W — — — — — L lLpe 1W — Vow — — + —OM1 AR 4-4r�d Xd Ornuxt =— QQ VO r Oos"V. MR V1 iO sy (X.I!<AN IOR O •• �yyy,ot10�70JA I �P/11110Y00gpiC4M F!X m ` ( R � ;s IC) Io z I o rn p 3 G) I 0 -- O Jl LOF.1 O o "—' O ? a a y �171 € Q m z Ic e •�.P r.- d®R Z I z; 1110.1? SAf Ip ?RSA o q< 4 B �•' ; I I II II I Fi��i� i O SL �7 y �d lauu �o .e AarR svNl T O I O ; --- --- i O I == OW I �� (j) I i 0 .D 1 z 00 •A I -01 0 m+n I 1 II �� a I ill O O I O i m 1 I A 9 M I i 9 lIC i Q 1�1 ,P! 2 �O i� MJ IJP fi x • x mn la+m OO `/ / I r.- - _/ I e S I�YN b�Ql 00� O (�Wrnw a pal -IB� II — 4 7C -yl — C1 — aazssaee� id 8 L L41 i >v.adPOL R M M K 7d TO O �ee pyr 4 CY ryy CZ r= A � S� G _ C -n Qmc: D ' ��ci { a $r MOM o =a � a m ,a Ya ,zd w Id8Apr $,a aoa M >� asa V. C b lift pbl IV. 1t8-1 1 66 a t7 �r » • � �<� g • r • � $ g 1e! yqa ?� g�g� €�€� I�pt � li �F4 �u• N g gg g f0 a RC q�V P � Ing i,i � d� 1 O ; i+ d� � «• £L�Q �p� 1� 1"i � a� L � g3Ry qe q 1 �a A ;r r --1 ~ Y Q QqQq lir p s }}I! YyYy3g pp qg ysg Si 'YJ S1 I ci 1JR r Ri8 p¢pp �•np � @� fc j�$�y � Sl 6 s �g 6! @ O e O �f \R VJ ® � � • 1! Egg W = JIM PURSELL JIM DATE: 4-2-0� REVISIONS PROJECT- FLOOR PLAN o ,n `� Civil Engineer, R.C.E. 60924 Potter Ravine Drive, Oroville, CA SCALE: CA 2360 Baldwin Ave., oroville, CA 95966 1/4"= 1, A.P.N. 041-280-189 ;11 S4M 161? GLUM 2IFW BEAM(nV4 CD 0 0 m =3 J ICL A T J ■ � g0 0 d o ® D D © D ®O • aA» eN 101lilt;oil I gill ap 00a PC P] /C V PC gl ,.# lisp bit 1 . 1 = =O yy� O A at all m I I -P JIM PURSELL Civil Engineer, R.C.E. 60924 2360 Baldwin Ave., Oroville, CA 95966 DATE: 4/z/o� REVISIONS PROJECT: SECOND FLOOR PLAN Potter Ravine Drive, Oroville, CA A.P.N. 041-280-189 SCALE: 1 /4"- 1 VIC sra ed sr it ,aa .aa sr ,ao sr ,voow 1sa A N� � A mc` as .�o 10WOW Oom _ SZL�' ,Cm"RA2E000R Q r 1OW001IAffioom I &WX16 ffGUAM2W-W6I1WMR 61mx 10-1?Guw, 2W MAN I"I � 612x134WMIM121F IWEUIMR II �I 4 DI I e sa sr m ua Ia$ — — 61 21' GLUU12124F-W BEAM 6118'x 19.1? GWLAM 2ow4 BEAM — 9-118Y 131lt GLULAM 2rFVI BEAM C Rk A llN"\93 OI I �wi bVRL i6,Q ©earn g A Q 12268 y $O �II I Hop Baa aevi ice/ I II m 1za II m m rr IQa 4 I I I I C/)I UL" II II 8g I I II II I I 0ea II II II � II � OI m as Ira � IIS I I m IIS Ila IIS a G) Ilan I I - 4 a m 4I Ic n1 lI€ II IIS Ih `V I I = I lm I I i II I I� A O I Qa I I II O II 11 O J r J I y 'n rn II II II II IQ� a T I I I IO II I ea ,zo II I I I I I I Qim�Ao I l J I------------ --- ------�0B I I 11 1 1 (n D I I 11 � n II 11 11 m II II II . II II IL -------------------JI II II L---------------------� W -V ma E) ® D © Deo Ira'$spa gall 1 —11 I- gg �gj y J;Fm olil- rn- $ F2i .�rn� �rn� O S I ]L0 g� RJill m~�wp €z A pp e @1 m11 g qeo ht $ 6 IA.1 N p T Y C 0 25 . ZH �hq • E$ gpppp o g V. I 1 $ $ ® g 0 8gip $ e F€m% S og og $ r!r ® b 0 m JIM PURSELL 4-2-0� DATE: REVISIONS PROJECT: GARAGE/STORAGE FLOOR PLAN Civil Engineer, R.C.E. 60924 SCALE: Potter Ravine Drive, Oroville, CA 2360 Baldwin Ave., Oroville, CA 95966 1/4"= 1' A.P.N. 041-280-189 k=104' S'2 R=23 L=4 .98' . [L=25'52'08 R=700' SITE PLAN NOTES. L=316.05' 1. ALL WORK TO COMPLY WITH THE 2001 CALIFORNIA BUILDING CODE, CMC, CPC, CFC, 2004 CA ELECTRIC CODE, AND 2005 CA ENERGY CODE AND ALL LOCAL STANDARDS AND REGULATIONS. ZONING INFORMATION COMPLIES WITH BUTTE COUNTY. 2. THE PLANS WERE DRAWN FROM AVAILABLE PARCEL MAP AND PARCEL INFORMATION. CONTRACTOR SHALL CONFIRM EVERY MEASUREMENT PRIOR TO STARTING WORK AND FABRICATING MATERIALS, 3. SITE PLAN CONFIGURATION WAS TAKEN FROM PARCEL MAP AND RECORD OF SURVEY PROVIDED BY THE OWNER. FEATURES ON SITE, SUCH AS EXISTING TREES, SLOPES, ETC., WERE OBSERVED IN FIELD AND MAY BE SUBJECT TO CORRECTION. 4. ELEVATIONCONFIRMED TO BE LOWER THAN 1,499 FEET ABOVE SEA LEVEL. 5. CONSTRUCTION IS GREATER THAN 15' FROM PROPERTY LINE ON ALL SIDES. Residence for Tom and Loretta Kleinsasser Parcel Number 041-280-189, Butte County, CA Data Summary OWNER TOM AND LORETTA KIEINSAASSER ORaO a�j 9 6�PNONE (510) 708-3274, (510) 708-3275 PROJECT SINGLE FAMILY RESIDENCE PARCEL NUMBER 041-280-189, LOT 8 POTTER RAVINE SNORES SUBDINSION, BUTTE COUNTY, CA CODES 2001 CALIFORNIA BUILDING CODE, CMC, CPC, CFC, 2004 CA ELECTRICAL CODE, 2005 CA ENERGY CODE SNOW LOAD NO SNOW LOAD, ROOF LOAD OF 16 POUNDS PER SQUARE FOOT BUILDING TYPE, OCCUPANCY WL R-3 BUILDING AREAS UvANG AREA - 5,908 SQUARE FEET GARAGE- 1,092 SQUARE FEET STORAGE - 1,514 SQUARE FEET SEPRC SYSTEM FOUR BEDROOM SEPTIC SYSTEM - 1500 GALLON SEPTIC TANK ZONING FOOTHILL RECREATION, 20 ACRE MINIMUM AREA OF PARCEL 16.30 ACRES 60' ACCESS EASEMENT k 1500 GALLON- t SEPTIC TANK LEACH FIELD REPLACEMENT 1 LEACH FIELD 60' RIGHT OF WAY PUBLIC UTILITY EASEMENT Llk=68'06', R=200 L=237.76' a 7c' SITE PLAN SCALE = 1 = 50' A.P.N. 041-280-189 Butte County, &,ov-Ile, CA WELL GRAVEL DRIVEWAY PROPOSED RESIDENCE ON RIDGE TOP UP F `og�2 �2 N632�,�y E 60' DRIVEWAY ACCESS EASEMENT 0 Z io 4 6 MOM imm.0 STANDARD HANG15RS.. . ..... % Ir-licie ba� r(s) to be used) HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE AYCCEPTABL MINIMUM FASTENER SIZE ACCEPTAB MINIMUM FASTENER SIZE ACCEPTABL: co 7 0 CPVC SINGLE FASTENER STRAP TYPE HANGER CPVC DOUBLE FASTENER STRAP TYPE HANGER CPVC DOUBLE FASTENER STRAP TYPE HANGER FIGURE 22 - CPVC HANGER 0. FIGURE 23 - CPVC HANGER! FIGURE 24 - CPVC HANGER Q. 7m Location Temperature Classification 1. Where they Will be exposed to th4 rays of the sun p�ssing througfi glass or plastic skylights. Intermediate 2. In unventilated attics or in an unventilated - T-6* concealed compartment under an uninsulated roof, where the maximum ambient temperature Intermediate does not exceed 150*17/660C. 11-0. 3. Proximity to Lessthan Within 3 to 6 inches Intermediate exposed light fixtures. 250 Watts 6 inches or more Ordinary 250-499 Within 6 to 12 inches Intermediate V -6- Watts 12 inches or more Ordinary 4. Proximity to uninsulated Within 9 to 18 inches Intermediate heating duct. 18 inches or more Ordinary S. roximity to uninsulated Within 6 to 12 inches Intermediate — hot water pipe. C 12 inches or more Ordinary 6. As specified in the adjacent illustrations in Figure 5, Parts 1 and 2. Dim. Sprinkler Temperature Classification Ordinary lintermedrate A5'-0' T-6* X -0- B T-0- 11-0. C2'.0- T-6. 1 �-D" D V.6. 01-9* LE 0'-6- 0'-3- Dim. — Spiinkler Temperature Classification Ordinary lntermediatq F T-6* V.0. G T-6" H T-6. J 2'.0- K 2'.0- L V-0" V -6- M 2'-0- 11-0. N V-6- 01.9. V-15" 1=9 - PLAN CEILING MOUNTED HOT AIR DIFFUSER L M (TYR) D1 AKI ul'TE- Cor AUS 23207 DEVmopNjr �` "Wide 12: 187973 . ... .. STANDARD HANG9RS. (Circle Nhger(sl td be used) ------- - -- -- - HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTAB CEP TAB7 MINIMUM FASTENER SIZE ACCEPTAB MINIMUM FASTENER SIZE ACCEPTAB L Co 0 Am CPVC SINGLE FASTENER MW TYPE HANGER CPVC DOUBLE FASTENER STRAP TYPE HANGER CPVC DOUBLE FASTENER STRAP TYPE HANGER FIGURE 22 - CPVC HANGER �&-, FIGURE 23 - CPVC HANGER OR - FIGURE 24 - CPVC HANGER (Q. Location Temperature Classification 1. Where they M111 be exposed to th4 rays of the — sun phssing throug� glass or plastic skylights. Intermediate 2. In unventilated attics or in an unventilated - concealed compartment under an uninsulated roof, where the maximum ambient temperature does not exceed 150*F/66*C. Intermediate 3. Proximity to exposed light fixtures. Lessthan 250 Watts Within 3 to 6 inches Intermediate 6 inches or more Ordinary 250-499 Watts Within 6 to 12 inches Intermediate 12 inches or more Ordinary Proximity to uninsulated heating duct. Within 9 to IS inches Intermediate 18 inches or more Ordinary 5. Proximity to uninsulated — hot water pipe. 6 Within 6 to 12 inches Intermediate 12 inches or more Ordinary 6. As specified in the adjacent illustrations in Figure 5. Parts I and 2. Dim. Sprinkler Temperature Classification Ordinary Intermediate A51-0. 1 1-0* T -O" B V-0- 1 �-O" C 2'-0" 11-01 DI' -G" 01.9. E 0'-6' 0' -3 - Dim. — Sprinkler Temperature Classification Ordinary Intermedlatq F 3* -6* 1 1-0* G T-6' I -I T -6- J 2'-0" K L T-0- V -6- M 2..0. N 1 1 0'.9. L -PI _1'-6- 01-71 h 4; TTIc COTJNP,' AUG 26207 DEVELOPNIENT SERVICES